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Miscellaneous - 1820 TURNPIKE STREET
µORTq �(t�,+D Gr e`. •a 40G TOW EJ�:'�€""� t i.-�4�®,�3 �i f�E t✓d�,. o ,.••°,` 2009 SEP 16 Pfd 2. 12 TOWN OF NORTH ANDOVER VARIA ZONING BOARD OF APPEALSIM 9 ANDA NAME STONEWALL PLAZA, LLC M �USE ! ADDRESS OF APPEAL:325 N. MAIN STREET, MIDDLETON, MA 01949 g Town Clerk Time Stamp Procedure & Requirements for an Application for a Variance Ten (10) copies of the following information must be STEP 6: SCHEDULING OF HEARING AND submitted thirty(30)days prior to the first public hearing. PREPARATION OF LEGAL NOTICE: Failure to submit the required information within the time The Office of the Zoning Board of Appeals schedules the periods prescribed may result in a dismissal by the applicant for a hearing date and prepares the legal notice Zoning Board of an application as incomplete. for mailing to the parties in interest(abutters)and for The information herein is an abstract of more publication in the newspaper. The petitioner is notified r specific requirements listed in the Zoning Board that the legal notice has been prepared and the cost of Rules and Regulations and is not meant to the Party in Interest fee. supersede them. The petitioner will complete items that are underlined STEP 7: DELIVERY OF LEGAL NOTICE TO NEWSPAPER The petitioner picks up the legal notice from the Office of STEP 1: ADMINISTRATOR PERMIT DENIAL: the Zoning Board of Appeals and delivers the legal notice E The petitioner applies for a Building Permit and receivers to the local newspaper for publication. a Zoning Bylaw Denial form completed by the Building Commissioner. STEP 8: PUBLIC HEARING BEFORE THE ZONING STEP 2: VARIANCE APPLICATION FORM: BOARD OF APPEALS: behalf, or be Petitioner completes an application form to petition the epe resented by an Thpetitioner agentpear or alto n�ey.eIn the absence of C Board of Appeals for a Variance. All information as any appearance without due cause on behalf of the required in items 1 through and including 11 shall be completed. petition, the Board shall decide on the matter by using the information it has received to date. STEP 3: PLAN PREPARATION: STEP 9: DECISION: Petitioner submits all of the required plan information as After the hearing, a copy of the Board's decision will be cited in page 4, section 10 of this form. sent to all Parties in Interest. Any appeal of the Board's decision may be made pursuant to Massachusetts I STEP 4: OBTAIN LIST OF PARTIES IN INTEREST: General Law ch.40A§ 17,within twenty(20)days after The petitioner requests the Assessor's Office to compile the decision is filed with the Town Clerk, a certified list of Parties in Interest(abutters). STEP 10: RECORDING THE DECISION AND PLANS; STEPS: SUBMIT APPLICATION: The petitioner is responsible for recording certification of Petitioner submits one(1)original and ten (10)Xerox the decision, the Mylar, and any accompanying plans at copies of all the required information to the Town Clerk's the Essex County, North Registry of Deeds, 384 Office to be certified by the Town Clerk with the time and Merrimack St. Suite#304, Lawrence MA, 04843 and date of filing. The original will be left at the Town Clerk's shall complete the Certification of Recording form and k Office, and the 10 Xerox copies will be left with the forward it to the Zoning Board of Appeals and to the Zoning Board of Appeals secretary. Building Department. IMPORTANT PHONE NUMBERS: IMPORTANT PHONE NUMBERS: 978-688-9533 Office of Community Dev. &Services North Andover Town Hall j 1600 Osgood St., Bldg. 20, Suite 2-36 120 MainStreet North Andover, MA 01845 978-688-9501 Town Clerk's Office 978-688-9542 fax for Community Development offices 978-688-9566 Assessor's Office 978-688-9545 Building Department G 978-688-9541 Zoning Board of Appeals office t l Page 2 of 4 i NORTH ANDOVER ZONING BOARD OF APPEALS application fbr a VARIANCE Please complete all iris 1 - 10 on pages 2 through 4: 1. Pefifioner.. 'Name, 'Address.and telephone number: Ciro Fodera (GINO) 325 q. gain Street unit # 15-B MIDDLETON, MA 01949 TELE# 978-777-8007 *The petitioner shall be entered on the legal notice and the decision as entered above. 2 Owners of Land: Name, Address, telephone number, and number of years under this oWnerShlp' STONEWALL PLAZA LLC 325N Main ST Middleton MA 01949 TEL # 978-777-8007 Ri nop Nnyf4mher 9007 Years Owned Land: TWO YEARS 3. Location of Property: a. Street: 1820-1830 Turnpike St Zoning District: GB b. Assessors: Map number: 1 nh n Lot Nurtd)er: 4 h & 47 c. Registry of Deeds: Book Number: 2 4 8 0 Page Number: 7 2 2648 269 4, Zoning Bylaw Section(sr under which the petition for the Variance is made. Sc-chine ( 6 5) D ( 2) "Refer to the Zoning Bylaw Denial and Plan Review Narrative form as supplied by the Building Commissioner. S. Describe the Val lance request: Special Permit to Alter GROUND SIGN SIZE Pw above desciipam shad be used fqr itre purpose of the iegal notice and decision. A mono defaisd description is nxpwed pur Cant to the Zoning Board Rules and Regulations as ci ed on page 4,sadjon 9 of this appacafi m False by the to desrabe the request dwidy am result in a dedsion that does not address the intent of the appGcanL 7be decision wR be united to the rem by the appftwd arra wR rut i wdw addb mW Ama not mcladed above. 6 A. Difference from Zoning Bylaw requirements: indicate the dintension(s)ttrat will not meet curfent Zoning Bylaw Requiner Wnt5. (tines A and B are in case of a lot split) Lot Area Open Space Percentage Lot Frontage Parking Sq. Ft. Sq. Ft. Coverage Feet Spaces Fnxlt Side A Side B Rear A. % B. % / i l Page 3 of 4 NORTH ANDOVER ZONING BOARD OF APPEALS application for a VARIANC E 6 B. Existing Lot: Lot Area Open Space Percent Lot Frontage Parking Minimum Lot Setback Sq. Ft Sq. Ft Coverage Feet Spaces Front Side A ' Side B Rear 88 , 245 76, 861 12 .9% 383 . 85 119 106ft 95ft 142ft 51ft 6 C. Proposed Lot(s): Lot Area Open Space Percent Lot Frontage Parking Minimum Lot Setback Sq.Ft. Sq.Ft Coverage Feet Spaces Front Side A Side B Rear t� 6 D. Required Lot: (As required by Zoning Bylaw&Table 2) Lot Area Open Space Percent Lot Frontage Parking Minimum Lot Setback Sq.Ft Sq.Ft, Coverage Feet Spaces Front Side A Side B Rear 7A. Existing Building(s): Ground Floor Number of Height Total Use of Number Square feet Floors Sq.feet Building* of Units'* 4 l Garage) 42 . 3 38 , 30 'Retail/Restaurant 3-20 s k Office Mix Use f I *Reference Uses from the Zoning Bylaw&Table 1. "*State number of units in building(s). 7B. Proposed Building(s): Ground Floor Number of Height Total Use of Numb Square feet Floors Sq.feet Building" of Units** *Reference Uses from the Zoning Bylaw&Table 1. **State number of units in building(s). 8. Petitioner and Landowner signature(s): Every application for a Variance shall be made on this farm,which is the official form of the Zoning Board of Appeals. Every application shall be filed with the Town Clerk's Office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or the Zoning Board of Appeals does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements, as cited herein and in the Zoning Board Rules and Regulations may result in a dismissal by the Zoning Board of-this applicati is incomplete. Signature: Tym above name(s) here: Ciro Fo d e r a (r T o) Page 4 of 4 VARIANCE 9. WRITTEN DOCUMENTATION 1) Size of plan: Ten (10) paper copies of a plan not Application for a Variance must be supported by a legibly to exceed 11"x17", preferred scale of 1"=407 written or typed memorandum setting forth in detail all II) One(1) Mylar, with one block for Registry Use facts relied upon. When requesting a Variance from the Only, and one block for five(5)ZBA signatures &date. requirements of MGLA ch. 40A, Sec. 10.4 and the North amped and certfied by Andover Zoning By-laws, all dimensional requirements Registered Professional Land Plan shall be prepared, tSurveyor. PI a'se no ea shall be clearly identified and factually supported. All that plans by a Registered Professional Engineer, points,A-F, are required to be addressed with this Registered Architect, and/or a Registered Landscape application. Architect may be required for Major Projects. A. The particular use proposed for the land or structure. *10 C. *Required Features On Plan: B. The circumstances relating to soil conditions, shape 1) north pont Site Orientation shall include: or topography of such land or structures especially 2. zoning district(s) affecting the property for which the Variance is 3. names of streets sought which do not affect generally the zoning 4. wetlands(if applicable) district in which the property is located. 5. abutters of property, within 300'radius C. Facts which make up the substantial hardship, 6. locations of buildings on adjacent properties financial or otherwise, which results from literal within 50'from applicants proposed structure enforcement of the applicable zoning restrictions with 7. deed restrictions, easements. respect to the land or building for which the variance H) Legend&Graphic Aids shall include: is sought. 1. Proposed features in solid lines &outlined in red D. Facts relied upon to support a finding that relief 2. Existing features to be removed in dashed lines sought will be desirable and without substantial 3. Graphic Scales detriment to the public good. 4. Date of Plan E. Facts relied upon to support a finding that relief 5. Title of Pian sought may be given without nullifying or 6. Names addresses and phone numbers of the substantially derogating from the intent or purpose of applicant, owner or record, and land surveyor. the Ordinance. 7. Locus F. Submit RDA from Conservation Commission when 10 D. Minor Projects cts Continuous Buildable Area is applied for in ZBAMinor projects,such as decks,sheds, and garages, application. shall require only the plan information as indicated with an. asterisk(*). In some cases further information 10. PLAN OF be required. tion may LAND q ed. Each application to the Zoning g Board of Appeals shall be accompanied by the following described plan. Plans 11• APPLICATION FILING FEES must be submitted with this application to the Town 11.A. Notification fees:Applicant shall provide a check Clerk's Office and ZBA secretary at least thirty(30)days or money order to:'Town of North Andover"for the cost prior to the public hearing before the Zoning Board of of first class, certified, return receipt x#of all parties in appeals. interest identified in MGLA ch.40A§11 on the abutter's list for the legal notice check. Also, thea applicant shall A set of building elevation plans b a Registered supply first class �f II y g' su postage stamps x the#of parties of Architect may be required when the application interest on the abutter's list for the decision mailing. 11. B. Mailing pp involves new construction/conversion/and/ora g labels:Applicant shall provide four(4) proposed change in use. sets of mailing labels no larger than 1"x2-5/8"(3 copies for the Legal, and one copy for the Decision mailing). 10. A. Major Projects 11- C. Applicant shall provide a check or money order Major projects are those, which involve one of the to: "Town of North Andover"per 2005 Revised Fee following whether existing or proposed: Schedule. I)five(5)or more parking spaces, II)three(3)or more dwelling units, ► A Variance once granted by the ZBA will lapse in 1 III)2,000 square feet of building area. (one)year if not exercised and a new petition must be submitted.-4 Major Projects shall require, that in addition to the 10B& 10C features, that the plans show detailed utilities, soils, and topographic information. *10. B. *Plan Specifications: t%ORTN Suite 2-36 Fax 978-688-9542 North Andover MA. 01845 n CHUS Street: 1820-1830 Turnpike St Map/Lot: 106D/46 and 47 Applicant: Stonewall Plaza,LLC Request: Ground Sign Date: September 11,2008 Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning District: GB Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Preexisting x 2 Frontage Complies x 3 Lot Area Complies 3 Preexisting frontage 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 2 1 Complies x 4 Special Permit Required x 3 Preexisting CBA 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply x 1 Height Exceeds Maximum 2 Front Insufficient 2 1 Complies x 3 Left Side Insufficient 3 Preexisting Height 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient I Building Coverage 6 1 Preexisting setbacks 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies x D Watershed 3 Coverage Preexisting 1 Not in Watershed x 4 Insufficient Information 2 In Watershed j Sign 3 1 Lot prior to 10/24/94 1 Sign not allowed x 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information E Historic District K Parking 1 In District review required 1 More Parking Required 2 Not in district x 2 Parking Complies x 3 Insufficient Information Remedy for the above is checked below. Item# Special Permits Planning Board Item# Variance Site Plan Review Special Permit Setback Variance Access other than Frontage Special Permit Parking Variance Frontage Exception Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance Congregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit Special Permits Zoning Board Independent Elderly Housing Special Permit Special Permit Non-Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for 2ii' Unit R-6 Density Special Permit Special Permit Pre-existing, Non- 'Conforming Watershed Special Permit x Special Permit Sign The above review and attached explanation of such is based on the plans and information submitted. No definitive review and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the applicant serve to provide definitive answers to the above reasons for DENIAL. Any inaccuracies,misleading information,or other subsequent changes to the information submitted by the applicant shall be grounds for this review to be voided at the discretion of the Building Department:The attached document titled"Plan Review Narrative"shall be attached hereto and incorporated herein by reference. The building department will retain all plans and documentation for the above file.You must file a new building permit application form and begin the permitting process. Building Departnfent Official Signature Application Received /Application De6ie. d Denial Sent: If Faxed Phone Number/Date: Plan Review Narrative The following narrative is provided to further explain the reasons for denial for the building permit for the property indicated on the reverse side: pppppp- ��1{yE�i Y�� � "Will M �yy�I Y� �� F • �a "*�''� u` �'�'�„e'a'�.«3.,",��75 ���4 0�' A Special Permit is required through the Zoning Board of Appeals Section(6.6) D (2) " One (1)Permanent ground sign of not more than twenty five(25) square feet in area and extending not more than eight (8) feet above ground level. Larger or taller signs may be allowed by Special Permit of Board of Appeals, if said Board determines that the particular sign will not be. incongruous with the district in which it is to be located nor injurious to traffic and safety conditions therein (1998/31). Referred To: Fire Health Police X Zoning Board of Appeals Conservation Department of Public Works Planning Historical Commission Other BUILDING DEPT ZoningBylawDenia12000 Abutter to Abutter( ) Building Dept. ( ) Conservation ( ) Zoning ( ) Town of North Andover Abutters Listing REQUIREMENT: MGL 40A,section it states in part"Parties in Interest as used in this chapter ahafi mean the petitioner, abutters,owners of land directly opposileon any pups or private gray,and abutters to abutters within three hundred(300)feet of the property fine of the petitioner as they appear on the most record applicable tax list,not withstanding that the land of any such owner Is located In another city or town,the planning board of the city or town,and the planning board of every abutting city or town." Subiact Property: AP PARCEL Name cess 106.D 46 Stonewall Plaza,LLC 325 North Main Street Unit 15B,Middleton MA 01949 Abutters Properties NameAddress P rcel 106.D 33 Frank Fiore 16 Berry Street,North Andover MA 01845 106.0 45 John Hagerty 1874 Turnpike Street,North Andover MA 01845 106.D 47 Jean Proulx 1812 Turnpike Street,North Andover MA 01845 106.0 63&75 Shushila Lulla 51 Mouth Joy Drive,Tewksbury,MA 01876 107.8 77 Gary Matchett 478 Boston Street,North Andover MA 01845 107.8 80 Nursing&Retirement Center 200 Brookstone 3rd Floor,Andover MA 01810 107.6 158 Nadarajoh Subramanian 14 Amberville Road,North Andover,MA 107.B 170 Marco Pallotta 11 Anvil Circle,North Andover MA 01845 107.8 171/172/173 Forest View Homeowners Association 49 Garnet Circle,North Andover MA 01845 107.8 174 Darko Tomic 5 Anvil Circle,North Andover MA 01845 This certifies that the names appearing on the records of the Assessors Office as of ..p Certified Y�_ Date—IL/J--0 P i AV ` �7 D E P -A R T _11 E N .T "Conmu vial Partnership" "To Whom It May Concern: September 14, 2009 The North Andover Police Department has no public safety concerns with the proposed plan for a sign, as depicted in the plans viewed on 09-14-2009 at North Andover Police Department with Gino Fodera of GFM General Contracting Corp. The proposed sign is at Stonewall Plaza, 1820 Turnpike Street and does not interrupt the sight lines of traffic exiting the property. The Police Department yields to the Building Department for compliance with all other rules, regulations, practices,policies and by-laws. SincereI Lt. 'Joh Carne Y a 0 a_ i-- o a TENANT SIGN 8'-4" TENANT SIGN _o 1 1 1 1 1 TENANT SIGN TENANT SIGN z TENANT SIGN TENANT SIGN o — r-a" [ TENANTSIGN TENANT SIGN TENANT SIG TENANT SIGN TENANT SIGN tV M9, 2'-0" 8'-0" 2'-0 12'-0" SIGN OVERALL SIZE: 12'-0" X 14'-10" = 178 S.F. TWO SIDED SIGN.(IDENTICAL) A, k - m Owner: Project: SIGN ELEVATION STONEWALL PLAZA, LLC. STONEWALL PLAZA 325 NORTH MAIN STREET 1820- 1830 TURNPIKE ST. Project number SW G.SIGN UNIT15 B MIDDLETON, B 01949 NORTH ANDOVER, MA Date 9/15/2009 A719 Drawn by MR Checked by Checker 9/15/2009 5:51'.13 PM If 11 Pill 111K AVAMN 4fMilff, • A • A Ar .k ,Atoo- t dt Rot r"'re _ I�� � ai'� Z'era � � ■ t in�c r t C♦f taoRTAly ape cocwcwe.mc�`` SaRgTED SACHU�� CONSERVATION DEPARTMENT Community Development Division Modification to Order of Conditions The NORTH ANDOVER CONSERVATION COMMISSION agreed to accept Applicant:_(;-rM Cori,,-mock` 3n 5" P i -rkecr -%/ S r - n n r cochm -S k ow R 0-Y1 �Jr LUP. 00 v' i d sf#.R aorff#. a 2 Modf cation to the Order of onditions issued in File 242.13,.. dated 7 .3A7 and recorded in Book#/c and pagero Issued by the NORTH ANDOVER CONSERVATION COMMISSION: On this of( �. ace�bef we me personally appeared Scott Masse to me day montWyr known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. 7 Notary Public My ommission Expires DONNA M.WEDGE E NOTARY PUBLIC COMMONWEALTH OF MASSACHUSETTS ,' W CMITL EXpkU AUg.7,2009 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9530 Fax 978.688.9542 Web www.townoinorthandover.com f NORTH 1 �/�� t.--/ /ari�"a""•dL.li'� "40� Town of North Andover c�/,•u�c L - Office of the Planning Department 40 Division of Community Development �'SSACKU 1600 Osgood Street North Andover, Massachusetts 01845 NOTICE OF DECISION Any appeal shall be filed within (20)days after the date of filing this notice in the office of the Town Clerk. Date: August 8, 2007 Date of Hearing(s): July 17, 2007 Date of Decision: August 7, 2007 Petition of: GFM General Contracting Corporation, 325 North Main Street, No. 15B, Middleton, MA, 01949 Premises Affected: 1812, 1820-1830 Turnpike Street,North Andover,MA 01845. Referring to the above petition for a Special Permit for a COMMON DRIVEWAY from the requirements of the North Andover Zoning Bylaw, Sections 2.30.1 and 10.3. So as to allow: the construction of a shared driveway access located on the premises known as 1812 Turnpike Street, shown on Assessor's Map 1061), Parcel 47 which shall service both 1812 Turnpike Street and 1820-1830 Turnpike Street in connection with the proposed retail/office building to be constructed on 1820-1830 Turnpike Street. After a public hearing given on the above date, the Planning Board voted to APPROVE A COMMON DRIVEWAY SPECIAL PERMIT based upon the following conditions: North Andovef Plannin — g oard Richard Nardella, Chairman John Simons, Vice Chairman Richard Rowen, regular member Jennifer Kusek, regular member Timothy Seibert, alternate member pORTp f r E i c"O Town of North Andover } p Office of the Planning Department 2H7 AUG -9 PN 02 Division of Community Development �'Ss;�H►;5 t� 1600 Osgoodi Street FT�I Ali� dO `�, North Andover,Massachusetts 01845 Pg10 g c HC N U,L s Bldg. ZBA NOTICE OF DECISION Con/Com Health Fire Chief Police Chief Any appeal shall be filed Town Clerk DPW/Engineers within (20)days after the date of filing this notice in the office of the Town Clerk Date: August 8, 2007 Date of Hearing: July 17, 2007 Date of Decision: August 7, 2007 Petition of: GFM General Contracting Corporation, 325 North Main Street,No. 15B, Middleton, MA, 01949 Premises Affected: 1812, 1820-1830 Turnpike Street,North Andover,MA 01845. Referring to the above petition for a Site Plan Special Permit from the requirements of the North Andover Zoning Bylaw, Sections 2.30.1 and 10.3. So as to allow: the construction of a shared driveway access located on the premises known as 1812 Turnpike Street, shown on Assessor's Map I06D, Parcel 46 & 47 which shall service both 1812 Turnpike Street and 1820-1830 Turnpike Street in connection with the proposed retail/office building to be constructed on 1820- 1830 Turnpike Street. After a public hearing given on the above date, the Planning Board voted to APPROVE A COMMON DRIVEWAY SPECIAL PERMIT based upon the following conditions: ee�� North Andover Planning Board Richard Nardella, Chairman John Simons, Vice Chairman Richard Rowen, regular member Jennifer Kusek, regular member Timothy Seibert, alternate member 1812, 1820-1830 Turnpike Street,Map 106D,Parcels,46 &47 Special Permit Approval—Common Driveway August 7,2007 CEIVED 2007 AUG -9 P11,11 02 Upon a motion by John Simons and 2d by Jennifer Kusek,the Planning Board herein, Ppraved a Special Permit to construct a shared driveway servicing both 1812 Turnpike Street and 1 r Street in connection with the proposed retail/office building to be constructed on e Street.The shared drivewayaccess is e located in the General Business Zoning District and:s located on real property shown on the North Andover Assessors Maps as Map 106D,Parcels 46, 1812,Turnpike Street with frontage on Turnpike Street and Berry Street. The Special Permit was requested by the GFM General Contracting Corporation, 325 Main Street, No. 15B,Middleton MA O1949. This application was filed with the Planning Board on June 14, 2007. The Applicant submitted a complete application which was noticed and reviewed in accordance with Sections 2.30.1 and 10.3 of the Town of North Andover Zoning Bylaw. Finding of Fact: 1. The application adheres to the bylaw restriction that no more than two (2) lots be serviced by each common drive. 2. The design and location will not adversely affect the neighborhood. 3. There will be no nuisance or serious hazard to vehicles or pedestrians. 4. The purpose and intent of the regulations contained in the Zoning Bylaw are met with the Special Permit application before us. 5. Adequate standards have been placed on the design,which will meet public health and safety concerns. 6. The specific location of the common driveway is appropriate due to the improve access/egress, internal vehicular and pedestrian movements,and reduce the number of curb cuts on Berry Street. Special Conditions: 1. This decision must be filed with the North Essex Registry of Deeds. Included as a part of this decision are the following plans: a. Plans titled: Site Development Permit Plan For GFM General Contracting Corporation 1820— 1830 Turnpike Street in North Andover,Massachusetts Prepared For: GFM General Contracting Corporation 325 N.Main Street,#15B Middleton,MA 01949 Prepared by: Eastern Land Survey Associates,Inc. 104 Lowell Street Peabody,MA 01960 Scale: 1"=20' Plan Date: October 21,2007,Revised 5/7/07, 5/30/07, 6/21/07, 7/9/07 2 • 1812, 1820-1830 Turnpike Street,Map 106D,Parcels,46 &47 • Special Permit Approval-Common Driveway • August 7,2007 b. Easements pertaining to the rights of access for and agreements pertainingto the maintenance of the driveway hall be presented to the Town Planner to review. When the Town Planner deems the easement adequate, a copy must be recorded with the Registry of Deeds and a certified copy of the recorded document filed with the Planning Office. 2. Any changes made to these plans must be approved by the Town Planner. Any changes deemed substantial by the Town Planner would require a public hearing and a modification by the Planning Board. 3. Prior to any site disturbance: a. The location of the driveway must be marked in the field and reviewed by the Town Planner. b. All erosion control devices must be in place as shown on the plan. c. The decision of the Planning Board must be recorded at the North Essex Registry of Deeds and a certified copy of the recorded decision must be submitted to the Planning Office. d. Tree clearing(if applicable)must be kept to a minimum. The area to be cleared must be marked in the field and reviewed by the Town Planner. e. A performance guarantee of two thousand($2,000)in the form of a check made out to the Town of North Andover must be in place in accordance with the plans and the conditions of this decision and to ensure that the as-built plans will be submitted. f A construction phasing plan and emergency response plan are must be provided to the Town Planner. 4. Prior to FORM U verification: a. This site shall have received all necessary permits and approvals from the North Andover Board of Health, Conservation Commission and the Department of Public Works. 5. Prior to Certificate of Occupancy issuance: a. The proposed retail/office building to be constructed on 1820-1830 Turnpike Street shall have a commercial fire sprinkler system installed as required by the North Andover Fire Department. 6. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 7. Gas, telephone, cable, and electric utilities shall be installed as specified by the respective utility companies. 8. No open burning shall be done except as is permitted during the burning season under the Fire Department regulations. 9. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 10. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns ssi ' gnsin interest or control. 3 1812, 1820-1830 Turnpike Street,Map 106D,Parcels,46 &47 Special Permit Approval—Common Driveway August 7, 2007 CEIVED 11. This permit shall be deemed to have lapsed after a two(2)year period from 2 n which the Special Permit was granted unless substantial use or construction has� 0 ce - 02 cc. Conservation Administrator TO l� u ' Director of Public Works NORTH AN'ru' �.3; Health Administrator M A S S A C H i'T!! S Building Inspector Police Chief Fire Chief Assessor Applicant Engineer File 4 w 0 Town of North Andover p Office of the Planning Department Division of Community Development �,s",*•° E<S9 1600 Osgood Street S�CHUS North Andover, Massachusetts 01845 NOTICE OF DECISION Any appeal shall be filed within (20)days after the date of filing this notice in the office of the Town Clerk. Date: August 8, 2007 Date of Hearing(s): July 17, 2007 Date of Decision: August 7, 2007 Petition of: GFM General Contracting Corporation, 325 North Main Street, No. 15B, Middleton, MA, 01949 Premises Affected: 1812, 1820-1830 Turnpike Street,North Andover,MA 01845. Referring to the above petition for a Special Permit for a COMMON DRIVEWAY from the requirements of the North Andover Zoning Bylaw, Sections 2.30.1 and 10.3. So as to allow: the construction of a shared driveway access located on the premises known as 1812 Turnpike Street, shown on Assessor's Map 106D, Parcel 47 which shall service both 1812 Turnpike Street and 1820-1830 Turnpike Street in connection with the proposed retail/office building to be constructed on 1820-1830 Turnpike Street. After a public hearing given on the above date, the Planning Board voted to APPROVE A COMMON DRIVEWAY SPECIAL PERMIT based upon the following conditions: ,;Z—z-�,4,0c7,� North Andove Planning oard Richard Nardella, Chairman John Simons, Vice Chairman Richard Rowen, regular member Jennifer Kusek, regular member Timothy Seibert, alternate member , ,r NOpTM , �rIV D ,tti° Town of T�, j o? � North Andover r' p Office of the Planning Department 2007 AUG -9 PM 02 Division of •'•So,,no'f'£"`,�j CommunityDevelopment �S .,CHU1600 Osgood Sb)eet l _ TTL',: , North Andover,Massachusetts 01845 t AN. 10,10 A S r A C N U 5 'i Bldg. ZBA NOTICE OF DECISION Con/Com Health Fire Chief Police Chief Any appeal shall be filed Town Clerk DPW/Engineers within (20)days after the date of filing this notice in the office of the Town Clerk Date: August 8, 2007 Date of Hearing: July 17, 2007 Date of Decision: August 7, 2007 Petition of: GFM General Contracting Corporation, 325 North Main Street,No. 1513, Middleton, MA, 01949 Premises Affected: 1812, 1820-1830 Turnpike Street,North Andover,MA 01845. Referring to the above petition for a Site Plan Special permit from the requirements of the North Andover Zoning Bylaw, Sections 2.30.1 and 10.3. So as to allow: the construction of a shared driveway access located on the premises known as 1812 Turnpike Street, shown on Assessor's Map I06D, Parcel 46 & 47 which shall service both 1812 Turnpike Street and 1820-1830 Turnpike Street in connection with the proposed retail/office building to be constructed on 1820- 1830 Turnpike Street. After a public hearing given on the above date, the Planning Board voted to APPROVE A COMMON DRIVEWAY SPECIAL PERMIT based upon the following conditions: on ; North Andover Planning Board Richard Nardella, Chairman John Simons, Vice Chairman Richard Rowen, regular member Jennifer Kusek, regular member Timothy Seibert, alternate member 1812, 1920-1830 Turnpike Street,Map 106D,Parcels,46&47 Special Permit Approval—Common Driveway August 7,2007 2007 AUG -9 PM 4: 02 Upon a motion by John Simons and 2d by Jennifer Kusek, the Planning Board hereirL,*ppravpd a Special Permit to construct a shared driveway servicing both 1812 Turnpike Street and 1Wo Street in connection with the proposed retail/office building to be constructed on ��� ige Street.The shared driveway access is located in the General Business Z L'�' 4A Zoning District and is located on real property shown on the North Andover Assessors Maps as Map 106D,Parcels 46, 1812, Turnpike Street with frontage on Turnpike Street and Berry Street. The Special Permit was requested by the GFM General Contracting Corporation, 325 Main Street,No. ISB,Middleton MA 01949. This application was filed with the Planning Board on June 14, 2007. The Applicant submitted a complete application which was noticed and reviewed in accordance with Sections 2.30.1 and 10.3.of the Town of North Andover Zoning Bylaw. Finding of Fact: 1. The application adheres to the bylaw restriction that no more than two (2) lots be serviced by each common drive. 2. The design and location will not adversely affect the neighborhood. 3. There will be no nuisance or serious hazard to vehicles or pedestrians. 4. The purpose and intent of the regulations contained in the Zoning Bylaw are met with the Special Permit application before us. 5. Adequate standards have been placed on the design,which will meet public health and safety concerns. 6. The specific location of the common driveway is appropriate due to the improve access/egress, internal vehicular and pedestrian movements,and reduce the number of curb cuts on Berry Street. Special Conditions: 1. This decision must be filed with the North Essex Registry of Deeds. Included as a part of this decision are the following plans: a. Plans titled: Site Development Permit Plan For GFM General Contracting Corporation 1820—1830 Turnpike Street in North Andover,Massachusetts Prepared For: GFM General Contracting Corporation 325 N.Main Street,#15B Middleton,MA 01949 Prepared by: Eastern Land Survey Associates,Inc. 104 Lowell Street Peabody, MA 01960 Scale: 1"=20' Plan Date: October 21, 2007,Revised 5/7/07, 5/30/07, 6/21/07, 7/9/07 2 1812, 1820-1830 Turnpike Street,Map 106D,Parcels,46 &47 Special Permit Approval—Common Driveway • August 7,2007 b. Easements pertaining to the rights of access for and agreements pertaining to the maintenance of the driveway shall be presented to the Town Planner to review. When the Town Planner deems the easement adequate, a copy must be recorded with the Registry of Deeds and a certified copy of the recorded document filed with the Planning Office. 2. Any changes made to these plans must be approved by the Town Planner. Any changes deemed substantial by the Town Planner would require a public hearing and a modification by the Planning Board. 3. Prior to any site disturbance: a. The location of the driveway must be marked in the field and reviewed by the Town Planner. b. All erosion control devices must be in place as shown on the plan. c. The decision of the Planning Board must be recorded at the North Essex Registry of Deeds and a certified copy of the recorded decision must be submitted to the Planning Office. d. Tree clearing(if applicable)must be kept to a minimum. The area to be cleared must be marked in the field and reviewed by the Town Planner. e. A performance guarantee of two thousand($2,000)in the form of a check made out to the Town of North Andover must be in place in accordance with the plans and the conditions of this decision and to ensure that the as-built plans will be submitted. f A construction phasing plan and emergency response plan are must be provided to the Town Planner. 4. Prior to FORM U verification: a. This site shall have received all necessary permits and approvals from the North Andover Board of Health, Conservation Commission and the Department of Public Works. 5. Prior to Certificate of Occupancy issuance: a. The proposed retail/office building to be constructed on 1820-1830 Turnpike Street shall have a commercial fire sprinkler system installed as required by the North Andover Fire Department. 6. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 7. Gas,telephone, cable,and electric utilities shall be installed as specified by the respective utility companies. 8. No open burning shall be done except as is permitted during the burning season under the Fire Department regulations. 9. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 10. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 3 1812, 1820-1830 Turnpike Street,Map 106D,Parcels,46 &47 Special Permit Approval—Common Driveway August 7, 2007 ,ECEIVED 11. This permit shall be deemed to have lapsed after a two(2)year periodfr, st 2 n -'ch the Special Permit was granted unless substantial use or construction l ce� 0 ' 02 CC. Conservation Administrator Director of Public WorksI'dQR7n ,r r" '^r. ' ��u�,'� Health Administrator M A S S A C H Ul�3!T`; Building Inspector Police Chief Fire Chief Assessor Applicant Engineer File 4 Professional Land Surveyors & Civil Engineers ESSEX SURVEY SERVICE 1958- 1986 OSBORN PALMER 1911 - 1970 BRADFORD&WEED 1885- 1972 STORMWATER MANAGEMENT REPORT 1820-1830 TURNPIKE STREET NORTH ANDOVER, MASSACHUSETTS OCTOBER 2006 .A®® C ` A. o ?oV ►�i t IVIL s No.30969 ►p NAL 104 104 LOWELL STREET PEABODY, MASS. 01960 TELEPHONE: 978-531-8121 FAX: 978-531-5920 DESCRIPTION OF SITE AND DEVELOPMENT PROPOSAL DESCRIPTION OF SITE AND DEVELOPMENT PROPOSAL The site of the proposed commercial building is located north of Turnpike Street, Route 114, south of Berry Street, east of an existing commercial building at No. 1812 Turnpike Street and west of the residence of John and Therese Hagerty. The property consists of 2.026, more or less, acres of land and is shown as Parcel 47 on North Andover Assessor's Map 106D. The west portion of the site is open land and has been used for the storage of display sheds and yard ornaments. The east portion of the site is lightly wooded. A ditch flows from south to northeast in the east portion of the site and has associated bordering vegetated wetlands. The line of those wetlands has been confirmed by the North Andover Conservation Commission. It is proposed to develop the site with a two and one-half story commercial office building together with associated parking, driveways, landscaping and underground utilities. The building is proposed to have a gross floor area of some 20,100 square feet and is to be served by connections to existing municipal water and sewer systems in Berry Street and Turnpike Street, respectively. Details of existing and proposed site conditions are depicted on Sheets 2, 3, 4 and 5 of the Site Development Permit Plan. PROPOSED STORMWATER MANAGEMENT FACILITIES PROPOSED STORMWATER MANAGEMENT FACILITIES 0 The proposed stormwater management plan for 1820-1830 Turnpike Street in North Andover proposes a variety of structural and non-structural Best Management Practices to ensure compliance with Massachusetts DEP Stormwater Management Policy. The site consists primarily of undeveloped land underlain by rapid draining soils (hydrologic soil Group A and B), and it produces relatively little runoff in the existing condition. Such runoff, as does occur, flows overland to an existing drainage ditch in the easterly portion of the site. That ditch also receives runoff from the adjacent portion of Route 114. In order to avoid any increase of runoff from the property, a series of infiltration beds have been designed to recharge runoff into the ground following collection and, if required,pretreatment. Since groundwater on site is shallow(28 to 46 inches below existing grade) extensive filling of the site is required to maintain a two foot vertical separation between groundwater and the bottom of infiltration beds while providing adequate cover over perforated pipes to allow for vehicular traffic. Pretreatment Best Management Practices are essential for reliable long-term operation of infiltration facilities. The pretreatment BMP's for the Turnpike Street building include deep sump hooded catch basins and Stormceptor water quality systems. A total suspended solids removal rate of 97 percent will result with 87 to 89 percent of TSS removal occurring in the pretreatment BMP's. No pretreatment is proposed for Infiltration Basin D which receives roof runoff only. Non-structural Best Management Practices include the following: • Stabilization of any vegetated buffers temporarily disturbed by construction • Pavement sweeping and cleaning of catch basins and Stormceptors • A spill prevention program(most significant during the construction phase) An Operation and Maintenance Plan for the various stormwater management facilities is provided. SUMMARY OF STORMWATER ANALYSIS SUMMARY OF STORMWATER ANALYSIS 0 The site of the proposed commercial building at 1820-1830 Turnpike Street has been analyzed for 1, 2, 10 and 100 year storm events for both predevelopment and postdevelopment conditions. The analysis has been conducted using U.S.D.A. TR-55 Methodology for simulation of runoff hydrographs and the stage storage indication method for routing of hydrographs through the proposed infiltration beds. The predevelopment watershed boundary is indicated on the accompanying copy of the existing conditions plan and consists of an area of 2.1 acres. Runoff rates are summarized as follows: Storm Period Peak Runoff Rate (cubic feet per second) 1 year 0.01 _ 2 year 0.03 10 year .49 100 year 2.33 Postdevelopment watershed boundaries are similarly indicated on the accompanying copy of the proposed grading plan. 1.14 acres of the site are to be routed through the proposed infiltration basins. The remaining 0.96 acres will generate the following runoff rates: Storm Period Peak Runoff Rate (cubic feet per second) 1 year .01 2 year .02 10 year .30 100 year 1.51 * (Includes overflow from Infiltration Bed A in 100 year storm only) No increase in runoff rate for 1, 2, 10 and 100 year storms will result from the proposed activity. i STORMWATER MANAGEMENT FORM Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Stormwater Management Form 0 Ll Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Property Information Important: When filling out 1, The proposed project is: forms on the computer, use a. New development ® Yes ❑ No only the tab key to move b. Redevelopment ❑ Yes ® No your cursor- do not use the (if yes, distinguish redevelopment components from return key. c. Combination ❑ Yes ® No new development components on plans). rD 2. Stormwater runoff to be treated for water quality is based on the following calculations: a. ❑ 1 inch of runoff x total impervious area of post-development site for discharge to critical areas (Outstanding Resource Waters, recharge areas of public water supplies, shellfish growing areas, swimming beaches, cold water fisheries). Note: b. ® 0.5 inches of runoff x total impervious area of post-development site for other resource areas. This November 2000 version of the Stormwater Management B. Stormwater Management Standards Form supersedes earlier versions DEP's Stormwater Management Stter MPolicy includes nine standards that are listed on the including those g Y(March 1997) contained in following pages. Check the appropriate boxes for each standard and provide documentation and DEP's additional information when applicable. Stormwater Handbooks. Standard #1: Untreated stormwater a. ® The project is designed so that new stormwater point discharges do not discharge untreated stormwater into, or cause erosion to, wetlands and waters. Standard #2: Post-development peak discharges rates a. ❑ Not applicable—project site contains waters subject to tidal action. Post-development peak discharge does not exceed pre-development rates on the site at the point of discharge or downgradient property boundary for the 2-yr, 10-yr, and 100-yr,24-hr storm. b. ❑ Without stormwater controls c. ® With stormwater controls designed for the 2-yr, and 10-yr storm, 24-hr storm. d. ® The project as designed will not increase off-site flooding impacts from the 100-yr,24-hr storm. Wpaform3.doc•Stormwater Management Form-rev.3/1/05 Page 1 of 5 Massachusetts Department of Environmental Protection 1�— Bureau of Resource Protection - Wetlands Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cont.) Standard #3: Recharge to groundwater Amount of impervious area (sq. ft.)to be infiltrated: 54,000 a.square feet Volume to be recharged is based on: b. ❑ The following Natural Resources Conservation Service hydrologic soils groups (e.g. A, B, C, D, or UA) or any combination of groups: 53 A 1.%of impervious area 2.Hydrologic soil group 3.%of impervious area 4.Hydrologic soil group 47 B 5.%of impervious area 6.Hydrologic soil group 7.%of impervious area 8.Hydrologic soil group c. ❑ Site specific pre-development conditions: 1.Recharge rate 2.Volume d. Describe how the calculations were determined: e. List each BMP or nonstructural measure used to meet Standard#3(e.g. dry well, infiltration trench). Infiltration Beds Does the annual groundwater recharge for the post-development site approximate the annual recharge from existing site conditions? f. ® Yes ❑ No Standard #4: 80%TSS Removal a. ® The proposed stormwater management system will remove 80% of the post-development site's average annual Total Suspended Solids(TSS) load. b. Identify the BMP's proposed for the project and describe how the 80% TSS removal will be achieved. Deep sum�atch basins, Stormceptor water quality systems, infiltration bed. Wpaform3 doc•Stormwater Management Form•rev.3/1/05 Page 2 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cont.) c. If the project is redevelopment, explain how much TSS will be removed and briefly explain why 80% removal cannot be achieved. Standard #5: Higher potential pollutant loads See Stormwater Policy Handbook Does the project site contain land uses with higher potential pollutant loads Vol. 1, page 1-23, for land uses of a. ❑Yes ® No b. If yes, describe land uses: high pollutant loading (see Instructions). c. Identify the BMPs selected to treat stormwater runoff. If infiltration measures are proposed, describe the pretreatment. (Note: If the area of higher potential pollutant loading is upgradient of a critical area, infiltration is not allowed.) Standard #6: Protection of critical areas See Stormwater Will the project discharge to or affect a critical area? Policy Handbook Vol. I, page 1-25, for critical areas a. El Yes ® No b. If yes, describe areas: (see Instructions). c. Identify the BMPs selected for stormwater discharges in these areas and describe how BMPs meet restrictions listed on pages 1-27 and 1-28 of the Stormwater Policy Handbook—Vol. I: Wpaform3.doc•Stormwater Management Form•rev.3/1/05 Page 3 of 5 Massachusetts Department of Environmental Protection 1�— Bureau of Resource Protection - Wetlands Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cont.) Note: components of Standard#7: Redevelopment projects redevelopment projects which Is the proposed activity a redevelopment project? plan to develop previously a. ❑ Yes ® No b. If yes, the following stormwater management standards have been met: undeveloped areas do not fall under the scope of Standard 7. c. The following stormwater standards have not been met for the following reasons: d. ❑ The proposed project will reduce the annual pollutant load on the site with new or improved stormwater control. Standard#8: Erosion/sediment control a. ® Erosion and sediment controls are incorporated into the project design to prevent erosion, control sediments, and stabilize exposed soils during construction or land disturbance. Standard#9: Operationtmaintenance plan a. ® An operation and maintenance plan for the post-development stormwater controls have been developed. The plan includes ownership of the stormwater BMPs, parties responsible for operation and maintenance, schedule for inspection and maintenance, routine and long-term maintenance responsibilities, and provision for appropriate access and maintenance easements extending from a public right-of-way to the stormwater controls. Operation and Maintenance Plan b. Plan/Title c.Date 1820-1830 Turnpike Street N. Andover, MA. October 2006 d. Plan/Title e.Date Wpaform3.doc^Stormwater Management Form•rev.311105 Page 4 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Submittal Requirements Online Users: DEP recommends that applicants submit this form, as well as, supporting documentation and plans, Include your with the Notice of Intent to provide stormwater management information for Commission review document consistent with the wetland regulations(310 CMR 10.05(6)(b)) and DEP's Stormwater Management transaction Policy (March 1997). If a particular stormwater management standard cannot be met, information number should be provided to demonstrate how equivalent water quality and water quantity protection will be (provided on provided. DEP encourages engineers to use this form to certify that the project meets the stormwater your receipt management standards as well as acceptable engineering standards. For more information, consult page)with all the Stormwater Management Policy. supplementary information you submit to the Department. D. Signatures Gino Fodera, Trustee Applicant Name Date Signature . Attorney John T. Smolak Representative(if any) Date Signature Wpaform3 doc•Stormwater Management Form•rev.3/1/05 Page 5 of 5 OPERATION AND MAINTENANCE PLAN OPERATION AND MAINTENANCE PLAN • PROPOSED STORMWATER MANAGEMENT FACILITIES 1820-1830 TURNPIKE STREET NORTH ANDOVER,MASSACHUSETTS The following Operations and Maintenance Plan("O&M")has been prepared to ensure that proposed systems function as designed. The O&M plan includes a maintenance schedule to ensure that structural and non-structural components are implemented properly and identifies the responsible parties. A brief summary of the specific BMP's to be implemented at the site are as follows: Non-Structural Methods Site Layout Any naturally and maintained vegetated buffers temporarily disturbed during stormwater structure installation will be stabilized upon completion of project activities. • Source Control A comprehensive source control program will be implemented at the site which includes regular pavement sweeping(at least four times per year),catch basin cleaning, and Stormtech cleaning and infiltration bed inspection and cleaning. Spill Prevention A spill prevention plan that includes an emergency notification plan and cleanup program will be developed as part of the National Pollution Discharge Elimination System (NPDES) Construction General Permit. At a minimum the following good housekeeping practices will be followed on-site during construction: 1. An effort will be made to store only enough product required to do the job. 2. All materials stored on-site will be kept in a neat, orderly manner in their appropriate containers and,if possible,under a roof or other enclosure. Structural Methods A. Deep Sump Catch Basins 1. During Construction a. Protect catch basins grates with hay bales, check dams until base paving course is installed and landscaped areas are stabilized and/or vegetated. b. Inspect basins monthly or following rainstorms of greater than one inch in 24 hours and clean when sediment levels are greater than twelve inches. 2. Long Term a. Inspect basins monthly and clean as necessary, but at least twice annually. B. Stormceptor Unit 1. Maintain in accordance with Manufacturer's recommendations (copy follows). The Stormceptor Units shall be inspected at least four times • annually and after any spill event. The units shall be maintained annually and immediately following any spill event. C. Infiltration Beds 1. During Construction a. Before the development site is graded, areas of infiltration beds should be roped off to prevent heavy equipment from compacting the underlying soils. b. Infiltration beds shall not be used as temporary sediment traps during construction. C. During and after excavation, all excavated materials should be placed away from the infiltration beds to prevent redeposition during runoff events. All excavated materiais should be properly handled and disposed,during and after construction. d. Light earth-moving equipment should be used to excavate the infiltration basin. The basin floor should be deeply tilled with a rotary tiller or a disc harrow to restore infiltration rates, after final • grading. 2. Long Term a. The infiltration beds shall be inspected following each major storm (more than one inch of rainfall in 24 hours) but at least four times annually. Water levels in the observation wells should be recorded at the beginning, 24 hours and 48 hours following a major storm. The water level should not exceed six inches at 48 hours after the end of the storm. If so,the bed is likely to require cleaning or replacement. The use and maintenance of pretreatment BMP's (catch basins and Stormceptors)will minimize the likelihood of maintenance of the infiltration beds. D. Snow Removal Snow removal will be conducted in accordance with the DEP,Bureau of Resource Protection Snow Disposal Guidance, effective March 8, 2001. Snow will not be stockpiled in or adjacent to wetland resource areas. Snow will be stockpiled in the designated soil stockpile areas shown on the project plans. Snow will not be stockpiled within the 25'No-Disturbance Zone or on top of storm drains. The party responsible for Operation and Maintenance of the Stonnwater Management Facilities is: GFM General Contracting Corporation 325 N. Main Street#15B Middleton,MA. 01949 Tel: 617-877-9963 Or its heirs and assigns. • ESSEX COUNTY, MASSACHUSETTS, NORTHERN PART 187 TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued , , , Erosion Soil name and 1 Depth ; Permeability ! Available ! Soil reaction 1 Shrink-swell 1 factors map symbol ! i 1 water capacity 1 1 potential ! , ! i ! i 1 K 1 T - , n In/hr , In/in , p MeB--------------1 0-4 ; 2.0-6.0 ; 0.11-0.20 ! 5.1-6.0 !Low------------1 0.32 1 3 Melrose ! 4-32 1 2.0-6.0 ! 0.10-0.16 ! 5.1-6.0 !Low------------! 0.32 1 ! 32-60 ; <0.2 ! 0.12-0.16 ! 5.1-7.3 !High-----------1 0.49 ! ! ! ! ! ! ! ! MmA, MmB, MmC, ! ! ! ! ! ! ! MmD-------------1 0-18 ! 2.0-6.0 ! 0.18-0.19 ! 3.6-6.0 !Low------------! 0.17 1 3 Merrimac 1 18-26 ; 2.0-6.0 ! 0.15-0. 17 ! 3.6-6.0 !Low------------1 0.24 ! 1 26-60 1 6.0-20.0 ! 0.01-0.06 ! 3.6-6.0 !Low------------! 0.17 ! ! ! ! ! ! ! ! Mo B, MoC, MoD----1 0-2 ; 0.6-6.0 ! 0.16-0.20 ! 3.6-6.0 !Low------------1 0.43 ! 3 Montauk ; 2-30 1 0.6-6.0 ! 0.10-0.16 ! 3.6-6.0 !Low------------! 0.24 ! ! 30-60 1 0.06-0.6 ! 0.02-0.08 ! 3.6-6.0 !Low------------! 0.20 ! Ms B, MsC, MsD----1 0-2 ! 0.6-6.0 ! 0.11-0.15 ! 3.6-6.0 !Low------------! 0.24 1 3 Montauk 1 2-30 1 0.6-6.0 1 0.10-0.16 1 3.6-6.0 !Low------------1 0.24 1 1 30-60 1 0.06-0.6 ! 0.02-0.16 ! 3.6-6.0 !Low------------1 0.20 ! MxC--------------! 0-2 1 0.6-6.0 ! 0.11-0.15 ! 3.6-6.0 !Low------------1 0.24 ! 3 Montauk ! 2-30 1 0.6-6.0 ! 0.10-0.16 ! 3.6-6.0 !Low------------1 0.24 ! ! 30-60 1 0.06-0.6 ! 0.02-0.16 ! 3.6-6.0 !Low------------! 0.20 1 Nn A, NnB---------1 0-9 ! 2.0-6.0 ! 0.13-0.25 ! 4.5-6.0 !Low------------1 0.28 ! 3 Ninigret ! 9-23 1 2.0-6.0 ! 0.06-0.18 ! 4.5-6.0 !Low------------! 0.43 1 1 23-60 1 6.0-20 ! 0.01-0.13 ! 4.5-6.0 !Low------------1 0.17 ! PaB, PaC, P.aD, 1 PbB, PbC, PbD---! 0-6 1 0.6-6.0 ! 0.08-0.23 ! 4.5-6.0 !Low------------1 0.24 ! 3 Paxton 1 6-21 1 0.6-6.0 ! 0.06-0.20 ! 4,5-6.5 !Low------------! 0.43 1 s ! 21-60 1 <0.2 ! 0.05-0.12 ! "4.5-6.5 !Low------------! 0.17 ! PcC, PcD, PcE----i 0-4 ! 0.6-6.0 ! 0.05-0.15 ! 4.5-6.0 !Low------------! 0.24 ! 3 �axton ! 4-21 1 0.6-6.0 ! 0.06-0.20 ! 4.5-6.5 !Low------------! 0.43 ! ! 21-60 ; <0.2 ! 0.05-0.12 1 4.5-6.5 !Low------------! 0.17 ! ' Pe---------------! 0-8 1 6.0-20 1 0.07-0.10 1 4.5-7.3 !Low------------1 0.17 1 5 Pipestone i 8-21 i 6.0-20 ! 0.06-0.09 ! 4.5-7.3 !Low------------! 0.17 ! 1 21-60 ; >20 ! 0.05-0.07 ! 5.1-7.3 !Low------------1 0.17 ! Pg*. Pits, gravel Qu Quarries I 1 ! ! ! ! ! Ra---------------1 0-10 ! 0.6-2.0 ! 0.20-0.25 1 5.1-7.3 !Low------------1 0.49 ! 3 Raynham i 10-36 1 0.2-2.0 ! 0.18-0.22 ! 5.1-7.3 !Low------------! 0.64 ! 36-60 ; 0.06-0.2 1 0.18-0.22 1 5.6-7.8 !Low------------! 0.64 ! RdA, RdB---------1 0-9 ! 0.6-6.0 ! 0.06-0.24 ! 4.5-6.0 !Low------------! 0.24 ! 3 Ridgebury 1 9-18 1 0.6-6.0 ! 0.04-0.20 ! 4.5-6.0 !Low------------1 0.32 ! 1 18-60 1 <0.2 ! --- ! 4.5-6.0 !Low------------1 0.24 ! ! ! ! ! ! ! RlA*, R1B*: Ridgebury-------1 0-5 ! 0.6-6.0 ! 0.06-0.24 ! 4.5-6.0 !Low------------1 0.24 ! 3 ! 5-18 1 0.6-6.0 ! 0.04-0.20 ! 4.5-6.0 !Low------------! 0.24 ! 1 18-60 1 <0.2 1 --- 1 4.5-6.0 !Low------------! 0.24 ! i r , 1 , , Leicester-------! 0-5 1 0.6-6.0 1 0.06-0.28 1 4.5-5.5 !Low------------! 0.17 1 3 1 5-28 1 0.6-6.0 ! 0.05-0.16 ! 4.5-5.5 !Low------------! 0.43 ! ! 28-60 ! 2.0-6.0 ! 0.04-0.16 ! 4.5-6.0 !Low------------! 0.43 ! RnC*, RnD*: Rock outcrop. ! Buxton----------1 0-4 ! 0.2-2.0 ! 0.14-0.22 ! 4.5-6.5 !Low------------! 0.28 ! 3 ! 4-30 ! 0.2-0.6 ! 0.11-0.21 ! 4.5-6.5 !Low------------! 0.49 1 1 30-60 ! <0.2 1 0.09-0.21 1 5.6-7.3 !Moderate-------! 0.49 ! ! ! ! ! ! ! ! See footnote at end of table. 188 TABLE 15.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued SOIL SURIIEY Soil name and ; Depth ; Permeability ' map symbol ; y Available ; ,Soil reaction ; Shrink-swell Eros o water capacity , n potential factors n in ! , Rock outcrop. Charlton--------! ! 4-28 , 0.6-6.0 ' 0.08-D.23 4.5-6.0 Mow------------ 1 , i 0.05-0.20 , 4.5-6.0 ;Low------------' 0.17 ! 3 128-60 , 0.6-6.0 ; 0.05-0.16 ! 4,5-6.0 3 ,Low------------! 0.43 Hollis----------! 0-5 ' ' ! , 5-16 ! 0.6-6.0 ; 0.06-0.21 ! 4.5-6.0 ;Low---------- Rx*: t6 4.5_6.0 !Low------------! 0.43 2 ,- 3 , Rock outcrop. Hollis---_______1 0-5 , ' ! ' ! 0.6-6.o i 0.10-0.18 i 4.5-6.0 ;Low-----_-- 1 ! 5166 ; --- 0.06=0.18 4.5-6.0 ;Low------------! 0.40 2 3 , --- l---------------' Sa---- ------ ---- 5-20i 0.16-0-30 Saco Variant 20-60 0.6-2.0 i 0.14-0,26 i 5.6-5.0 :Low------- ---! 0.49 ; 3 6.0-20 ; 0.02-0.13 5.6-6.5 "Low------------, 0.49 ScA, ScB---------i 0-11 Low------------1 0.17 : 5c antic ! 11-26 ; 0<02 2'0 0.14-0,30 ; 5.1-7.3 ;Low------_--__- 1 <0.2 0.11-0.21 ; 5.1=7.3 ,Moderate---___-' 0.28 3 26-60 ' 0.49 Se --- 0-5 ; 0.09-0.21 5.6-7.3 ,Moderate-----_-; 0.49 ; Scarboro ----- 5-26 ! >6.0 ' 0.10-0.23 ! 4.5-6.o .Low--------- 26-60 ! >6.0 0.01-0.13 ! 4.5-6_0 ;Low------- --1 0.17 , 3 , 0.01-0.13 ! 4.5-6.0 :Low------------' 0.10 SSBituat---------I 0_10 i 2.0-6e 10-27 .0 ; 0. 11-0,21 I 1 0.10 1 27-60 2.0-6.0 0.09-0.16 i 4.5-6.0 Low------------I 0.24 ; 3 j0.06-o.2 I 0,01-0.07 ! 4.5-6.0 ;Low-----_______ 0.24 ShC ShB,Sci Scituate ---------' ' , 0.11-0.21 i 4.0-6,0 i i 0.24 Scituate 0-5 ; 2.0-6.0 , 0.0 0.16 Low-----_-_---_I 0,24 ; 5-27 3 27-60 ! 0.6-0.2 ! 0.01-0.0 4.0-6.0 Low------------1 0.24 ; 7 , 4.0-6.0 !Low------------! 0.24 ! SrA, SrB---------' Sudbury i 4-20 ! 2.0-6.0 i 0.00 0.18 3.6-6.o !Low-----__-__--i 0. 1 ' 20-26 ' 3 7- 3.6-6.0 ,Low------------' 7 ! 26-60 i 6.0-20 i 0.01-0.15 i 3.6-6.0 !Low------__..___! 0.17 i 0.01-0.06 ! 3.6-6,0 !Low-----------_! D,17 SSuffield--------- 0-7 ; 0.6-2.0 i 0.16-0.30 ! 5.1-6.5 ' ' ' 7-35 0.6-2.0 i 0.14-0.26 :Low------------! 0.28 ! 3 ! <0.2 ,Low------------ 3 ! � 35-60 � 5.1-6.5 ! 0.4 ! 0.11-0.18 5.6-7.3 !Moderate----___! 0 49 ! StA,SutSt B, StC----i 0_9 i 0.6-6,0 ! 0.09-0.25 'Low 1 9- i ---------- ' 26-60 , 09-26 1 ,.6_6.0 i 0.07-0.20 ! 4.5-6.0 !Low--------------1 0.20 , 3 6.0 ! 0.04-0.16 ! 4.5-6.0 � , 0.43 ! ' ,Low------------' 3 ! SSuttonC---------! 0-9 ! 0.6-6.0 ! 0.09-0.23 ! 4.5-6.0 !Low---------- ! 0,4 ' 9-60 ! 0.6-6.0 ! 0.04-0.16 ; 4.5-6.5 !Low-----------_! 0.40 3 26-60 ! 0.6-20 ! 0.04-0.16 ! 4wA, .5-6.5 3 , ! ! ,Low------------' 3 ! SSwanSwB---------; 8_88 2.0-6.0 ; 0.13-0.25 ! 5.1-6.0 !Low------ 0.4 ' ! 28-60 0.12-0.16 ! 5.1-6.o ;Low------------' 0.32 3 UAC*. ; ! <0.2 ; 0.12-0.16 5.6-7.3 !Moderate-----__� p.y9 , Udipsamments UD*• Udorthents ! ! ! ! ! See footnote at end of table. t �a,�„n®immnr-nri�mmrminm�mmmm� ESSEX COUNTY, MASSACHUSETTS, NORTHERN PART 191 TABLE 16.--SOIL AND WATER FEATURES--Continued 11111 1 1111 , Soil name and !Hydro-I' oo ing , High wa er a e , , R sk o corms on map symbol 1lgic Frequency ! Duration ! � �Potential op (Months 1 De thKfnd jMonths � � frost ,Uncoated ;Concrete action HWE*: Hinckley-- -----! A !None--------' --- ' ' --- >6.0 --- I --- !Low------!Low------ Low------ Hi h. 11 Windsor A !None--------i' --- ' 1 >6.0 --- !Low------!Low------IW*. .1 High. Ipswich----------' D !,!Frequent----!Very brief;Jan-Dec; +1-O.O;Apparent!Jan-Dee; --- ' ' ;High----- D ! + ,iq -! ery brief;Jan-Dee; +1-O.0!Apparent;Jan-Dee; --- LeA, LeB--- , , , , + 1 !High-----!High. ----i C ;None--------' ' , , , ' Leicester ; """ "' 0-1.5!Apparent!Nov-May!High-----;Low------!High: Limerick--------- C :Frequent q ,Brief-----,Oct-Jun! 0-1.5jApparent;Nov-Jun;High-----!High-----Mow. Rumney__'------- ! C ;iFrequent----!Brief-----�;Oct-MaY� 0-1.5!Apparent!Nov-Jun_!High-----;' High-----;High. Ma----------------! D !None--------' Maybid ; """ ! ! 0-0.51Perched !Nov-Aug;High-----!High-----!Moderate. MC*, MD*, MedisapristS MeB---------------i C !None , ---! --- ' --- ' Melrose ; ! , >6.0 ,Moderate ;Moderate !Moderate. MmA, Mm$, MmC, MmD-------------- ' A ,None--------! --- ' ' Merrimac ; ! >6.0 + --- ! --- !Low------!Low------::High. MOC, MoD, B, MsC, MsD, N C---- ! C !None-----..__I Montauk ; ! ; "-- "-- 1 >6.0 ! --- i -- !Moderate !Low------!Hi h. Nn A, Nn6----------i B !None--------' Ninigret ! ! ; -"- "" 11•5-3.5lApparentlNov-AprlModerate !Low------;High. Pa B, PaC, PaD, Pb B, PbC, PbD, PcC PcD PcE----', C ;None--------' ' , , ! Paxton ; ! >6.0 --- 1 --- ,Moderate ;Low------' ,Moderate. Pe----------------' ' � A ,None--------' --- ' Pipestone ' ; ' -`- 10.5-1.5!Apparent!Oct-Jun!Moderate !Low------!Moderate. Pg*. Pits, gravel Qu*. Quarries Ra----------------! C ;None--------' Raynham ! ; "" ! --- 10.5-2.0!Apparent!Nov-Jun!High-----!High-----!Moderate. + i ! dA, RdB----------! C ;None-------- Ridgebury ! ; "-" --- 0-1.51Perched !Nov-May!High-----!High-----!High. RIA*, R1B*: Ridgebury--------! C !None--------' , --- ! --- ; 0-1.5!Perched !Nov-May!High-----!High-----Mi h. Leicester--------! C !None---- ' g - --- --- 0-1.5jApparentlNov-MarlHigh-----!Low------!High. See footnote at end of table. Ff _7 192 TABLE 16,--SOIL AND WATER FEATURES--Continued SOIL SURVEY _ Floo in Soil name and ;Hydro-; g r Nigh water table , ma symbol ' ' , , ;Potential,—Risk of corro P y !grl'oupci Frequency , Duration Months { Depth ; Kind !Months ; frost + , sign Uncoated ' ' , action ; steel ;Concrete RnC*, RnD*: Rock outcrop, Buxton-----------i C ;None--------i ' + --- 11,0-3.0lPerehed ;Nov-Ma !Hi h----_!Hi ' I I Y B h----- RoC* RoD*: � i � � i ; � � g iModer2te; Rock outcrop. Charlton------ g !None-------- ' I ' --- ,.. + , >6.0 I --- 1 !Low------,iLow------, Hollis----------- C/D None-------- ' ' ! I I , ,High, Mod ' --- ! --- ! >6.0 ' I , , 1 --- Moderate !Low------ Rx*: ! ! ! ! ! ! �HiBh. Rock outcrop. Hollis-----------! C/D ' ! ! ! ! ! None--------! --- ! --- ! >6.0 ' � + + --- ,Moderate ! Low------+ 6 Sa----------------' C !Frequent----!Brief-----' ', ! ! 'Hi h. ! Nov-Mays 0-1.O,Apparent,Nov-JunlHigh-----!High----- 5aco Variant , !Moderate. Sc A, ScB----------! C !None-- ---' ' Sc antic ! ; --- 0-1.01Perched !Oct-Jun;High-----!High-----!Moderate. 1 I , Se ----, D ;Rare--------I Scarboro ; --- 0-1.O!Apparent!Jan-Dec:High-----;Moderate !High, SgB, SgC, ShB, ShC--------------! C !None--------! --- ' ' i ' ! Scituate ! ! , --- 11.0-3.0!Perched ,Dee-Apr,High---__!Moderate !High. Sr A, SrB----------i B !None--------' I ' + I , Sudbury ; --- --- 11.0-3.O!Apparent!Dec-Apr!Moderate !Low------;High. 1 I SSB, SsC----------! C !None--------' ' ' 1 ! --- ! >6.0 - ' , Suffield ! ! ! ! ! ' ' '-- !High-----!Moderate !Moderate. StA, StB, StC, SuB, SuC---------i B !None--------' ' ! ! ! ! ! Sutton ! --- --- 11.5-3.5�Apparent!Nov-Apr!Moderate !Low------!High. SWA, SwB----------; B/D ;None--------I Swanton ; ! "' --' 0-1.51Apparent1Nov-May!High-----!High-----!Moderate. UAC*. Udipsamments Udorthents UnA, UnB, UnC-----i � UnadUnB, ' B None to rare --- ! ! >6,0 ! ___ ! ___ !Moderate 'Low------' � ! i I (Moderate. illa Urban land -'I C !None--------;, 0-1.0!Apparent!'Nov-A rI!Hi h-----!'Low------I! Hlgh.WaA, WaB--------- Walpole --------Wal ole Wb----------------! C !None--------I --- , Walpole Variant ! ' --- ! 0-1.0lApparentlNov-JunlHigh-----!High-----!High. 1 WeA, WeB----------i C 'None--------+ Wareham ! --- 0-1.5,�Apparent!Sep-JunlModerate !Moderate !High. Wf----------------i C !None--------' --- ! --- ! 0-1.0:Apparent Nov-Jun Hi h-----' Whately Variant ! ' ! ! g ,High-----,Moderate. See footnote at end of table. FORM 11 -SOIL EVALUATOR FORM No. T-1 ->T-6 1812 Turnpike Street,N.Andover Date: September 13,2006 Commonwealth of Massachusetts North Andover,Massachusetts Site Suitability Assessment for On Site sewage disposal Performed By: Alexander F.Parker.CSE Date: September 13,2006 Witnessed By: Unofficial soil testing Location Address: 1812 Turnpike Street North Andover,MA New Construction X Repair❑ Published Soil Survey Available: No❑ Yes X Year Published: 1981 Map Scale: 1:15,840 Soil Map Unit: 38A:Pipestone loamy sand 26ft Sudbury FSL Drainage Class:wD Soil Limitations: high groundwater,rapid percolation rates. Hydrologic Group: a Surficial Geologic Reuort Available: No❑ Yes X Year Published: 1969: Surficial deposits of the Andover Quadrangle Publication Scale: 1:24,000 Geologic Material Map Unit: Qcs:collapsed stratified drift deposits. Landform: Outwash channel Flood Insurance Rate Map: Above 500 year flood boundary: No❑ Yes X Within 500 year flood boundary: No X Yes❑ Within 100 year flood boundary: No X Yes❑ Wetland Area: National Wetland Inventory Map(map unit): N/A Wetlands Conservancy Program Map(map unit): N/A Current Water Resource Conditions(USGS) Month: September 2006 • Range: Above Normal❑ Normal X Below Normal❑ DEP APPROVED FORM-12/07/95 FORM 11 -SOIL EVALUATOR FORM Location Address or Lot No. 1812 Turnpike Street,N.Andover • ON-SITE REVIEW Deep Hole Number. T_1 Date: 9/13/06 Time. 09:11 Weather. Cloudy,Eos,dry,cool Location (identify on site plan): Land Use: Commercial Slope(%): —0-1% Surface Stones. None Vegetation: Grass lawn Landform: rolling ground moraine Distance from: Open Water Body 150+ feet Drainage Way 50+ Feet Possible Wet Area 50-x- feet Property Line 10+ Feet Drinking Water Well 100+ feet Other Feet DEEP OBSERVATION HOLE LOG Depth from Soil Soil Texture Soil Color Redoximorphie Other Surface Horizon (USDA) (F-arthColors) Features (Structure,Kind&Grade,Consistency,% (inches) Gravel,Stones,Boulders...) • 0 - 13 A Sandy Loam l OYR 2/1 ND Friable,granular(fine.),weak structure damp,fine to medium roots,fine grained. 18 - 21 Bw Sandy Loam 2.5Y 5/2 ND Friable,Blocky(Fn.),moderate structure, damp.,fine grained,loose. 21 - 72+ C Sand 10YR 5/6 @25" Loose,structureless,stratified, med. coarse 10y7/1 grained, saturated below 40",clean sands. 7.5yr5/8 (c,2,P) Geologic Parent Material: Glaciofluvial deposits. Depth to Bedrock: 72"+ Depth to Groundwater: Standing Water in the Hole 43" We-ping from Pit Face 43" Estimated Seasonal High Ground Water Depth: 91L DEP APPROVED FORM-12/07/95 FORM 11 -SOIL EVALUATOR FORM Location Address or Lot No. 1812 Turnpike Street,N.Andover ON-SITE SITE REVIEW Deep Hole Number. T_2 Date: 9/13/06 Time: 09:59 Weather: Cloudy,Eos,dry,cool Location (identify on site plan): Land Use: Commercial Slope(%): -0-1% Surface Stones None Vegetation: Grass lawn Landform: rolling ground moraine Distance from: Open Water Body 150+ feet Drainage Way 50+ Feet Possible Wet Area 50+ feet Property Line 10+ Feet Drinking Water Well 100+ feet Other Feet DEEP OBSERVATION HOLE LOG Depth from Soil Soil Texture Soil color Redoximorphic Other Surface Horizon (USDA) (EarthColors) Features (Structure,Kind&Grade,Consistency,% (inches) Gravel,Stones,Boulders... • 0 - 9 A Sandy Loam I OYR 2/1 ND Friable,granular(fine.),weak structure damp,fine to medium roots,fine gained 9 - 15 Bw Loamy Sand 2.5Y 5/2 ND Friable,blocky(Fn.),moderate structure, ' damp.,fine grained,loose. 15 - 77+ C Sand 10YR 5/6 @28" loose,structureless,stratified, med,coarse 10y7/1 grained, saturated below 40",clean sands. 7.5yr5/8 (c,2,p) Geologic Parent Material: Glaciofluvial deposits. Depth to Bedrock: 77"+ Depth to Groundwater: Standing Water in the Hole 58" Weeping from Pit Face 55r Estimated Seasonal High Ground Water Depth: Q)28" DEP APPROVED FORM-12/07/95 FORM 11 -SOIL EVALUATOR FORM Location Address or Lot No. 1812 Turnpike Street,N. Andover ON-SITE REVIEW Deep Hole Number. T_3 Date: 9/13/06 Time: 10:15 Weather. Cloudy,60s,dry,cool Location (identify on site plan): Land Use: Commercial Slope(%): —0-1% Surface Stones: None Vegetation: Grass lawn Landform: rolling ground moraine Distance from: Open Water Body 150+ feet Drainage Way 50+ Feet Possible Wet Area 50+ feet Property Line 10+ Feet Drinking Water Well 100+ feet Other Feet DEEP OBSERVATION HOLE LOG Depth from Soil Soil Texture Soil Color Redoximotphic Other Surface Horizon (USDA) (EarthColors) Features (Structure,Kind&Grade,Consistency,% (inches) Gravel,Stones,Boulders...) 0 - 12 A Sandy Loam 10YR 2/1 ND Friable,granular(fine.),weak structure damp,fine to medium roots,fine grained. 12 - 20 Bw Sandy Loam 2.5Y 5/2 ND Friable,blocky(Fn.),moderate structure, damp.,fine grained,loose. 20 - 78+ C Sand 10YR 5/6 «44" Loose,structureless,stratified, med.-coarse 10y7/1 grained, saturated below 40",clean sands. 7.5yr5/8 (c,2,p) Geologic Parent Material: Glaciofluvial deposits. Depth to Bedrock: 78"+ Depth to Groundwater: Standing Water in the Hole 72" Weeping from Pit Face ELL Estimated Seasonal High Ground Water Depth: Q)44" • DEP APPROVED FORM-12/07/95 FORM 11-SOIL EVALUATOR FORM Location Address or Lot No. 1812 Turnpike Street,N. Andover ON-SITE REVIEW Deep Hole Number: T=4 Date: 9/13/06 Time: 10:35 Weather: Cloudy,60s,dry,cool Location (identify on site plan): Land Use: Commercial Slope(%) -1% Surface Stones: None Vegetation: Grass lawn Landform: rolling round moraine Distance from: Open Water Body 150+ feet Drainage Way 50+ Feet Possible Wet Area 50+ feet Property Line 10+ Feet Drinking Water Well 100+ feet Other Feet DEEP OBSERVATION HOLE LOG Depth from Soil Soil Texture Soil Color Redoximorphic Other Surface Horizon (USDA) (EarthColors) Features (Structure,Kind&Grade,Consistency,% (inches) Gravel,Stones,Boulders...) 0 - 36 Fill/ A Sandy Loam 10YR 2/1 ND Friable,granular(fine,),weak structure damp,fine to medium roots,fine grained. 36 - 87+ C Sand 1 OYR 5/6 Qa 46- Tight,stmGtureless,stratified, med.-coarse 10y7/1 grained, clean sands .7.5yr5/8 (C121p) Geologic Parent Material: Glaciofluvial deposits Depth to Bedrock: 87"+ Depth to Groundwater: Standing Water in the Hole 70" Weeping from Pit Face 70" Estimated Seasonal High Ground Water Depth: i DEP APPROVED FORM-12/07/95 FORM 11 -SOIL EVALUATOR FORM Location Address or Lot No. 1812 Turnpike Street,N.Andover ON-SITE REVIEW Deep Hole Number: T;5 Date: 9/13/06 Time. 0935 Weather: Cloudy,bas,dry,cool Location (identify on site plan): Land Use: Commercial Slope(%): -0-1% Surface Stones one Vegetation: Grass lawn Landform: rolling_ground moraine Distance from: Open Water Body 150+ feet Drainage Way 50+ feet Possible Wet Area 50+ feet Property Line 10+ Feet Drinking Water Well 100+ feet Other Feet DEEP OBSERVATION HOLE LOG Depth from Soil Soil Texture Soil Color Redoximorphic Other Surface Horizon (USDA) (EarthColors) Features (Structure,Kind&Grade,Consistency,% (inches) Gravel,Stones,Boulders...) 0 - 27 Fill/ A Sandy Loam 10YR 2/1 ND Friable,granular(fine.),weak structure damp,fine to medium roots,fine grained. 27 - 32 Bwb Sandy Loam 2.5Y 5/2 ND Friable,blocky(Fn.),moderate structure, damp.,fine grained,loose.' 32 - 73+ C Sand 10YR 5/6 Qu 29" Loose,structureless stratified, med.-coarse 10y7/1 grained, saturated below 40",clean sands. 7.5yr5/8 (c,2,p) Geologic Parent Material: Glaciofluvial dMsits. Depth to Bedrock: 73"+ Depth to Groundwater: Standing Water in the Hole 59" Weeping from Fit Face 5K Estimated Seasonal High Ground Water Depth: 29" • DEP APPROVED FORM-12/07/95 FORM 11-SOIL EVALUATOR FORM Location Address or Lot No. 1812 Turnpike Street,N.Andover ON-SITE REVIEW Deep Hole Number: T-6 Date. 9/13/06 Time. 09:35 Weather. Cloudy,60s,dry,cool Location (identify on site plan): Land Use: Commercial Slope(%): -0-1% Surface Stones: None Vegetation: Grass lawn Landform: rolling Vr and moraine Distance from: Open Water Body 150+ feet Drainage Way 50+ Feet Possible Wet Area 50+ feet Property Line 10+ Feet Drinking Water Well 100+ feet Other Feet DEEP OBSERVATION HOLE LOG Depth from Soil Soil Texture Soil Color Redoximorphic Other Surface Horizon (USDA) (EarthColors) Features (Structure,Kind&Grade,Consistency,% (inches) Gravel,Stones,Boulders...) 0 - 18 Fill/ A Sandy Loam 1 OYR 2/1 ND Friable,granular(fine.),weak structure damp,fine to medium roots,fine grained. 18 - 83+ C Sand 10YR 5/6 @39" Loose,structureless,stratified, med,coarse 10y7/1 grained, saturated bolow 40",clean sands. 7.5yr5/8 Lenses of fine to very fine sand in matrix. (c,2,P) Geologic Parent Material: Glaciofluvial deposits. Depth to Bedrock: 8 Depth to Groundwater: Standing Water in the Hole 60" Weeping from Pit Face 60" Estimated Seasonal High Ground Water Depth: na L DEP APPROVED FORM-12/07/95 FORM 11 -SOIL EVALUATOR FORM Location Address or Lot No. 1812 Turnpike Street,N. Andover COMMONWEALTH OF MASSACHUSETTS PERCOLATION TEST P-1 Percolation Test P^2 Date: 09/13/06 Observation Hole# T-3 T-1 Depth of Perc 56" 44" Start Pre-soak 10:00 10:10 End Pre-soak 10:15 10:25 Time at 12" 10:15 10:25 Time at 9" 10:17 10:29 Time at 6" 10:21 10:34 Time(9"-6") 4 min 5 min Rate Min./Inch 1.3 MPI 1.6 MP1 Site Passed I x] Site Failed ❑ Performed By: Alexander F.Parker,CSE Witnessed By: Unofficial soil testing Comments: DEP APPROVED FORM-12/07/95 RUNOFF CURVE NUMBERS i EASTERN LAND SURVEY ASSOCIATES, INC. JOB 1 Qtz.NJ P)HE Christopher R. Mello PLS SHEET NO. OF I 104 Lowell Street CALCULATED BY DATE I2! O l� PEABODY, MA 01960 �� (978) 531-8121 CHECKED BY 4:i��"Z. DATE SCALE 2V t,�Ofi Cu CCy L + 1V._ CE2 S.+Z3�.c.. s_L�'11 ' ... l I-)R.O Ln..CS ac:..__... ...... co?E'2 T' �E `�. _'`� ..... I.*o •x tZ C .•.._ ......... o.. a�l _.. moo Cs 'a ............._�'Z•5...... . • 1 .. • S. Gp � SpdcE.._. .C�.. '. • b 1 3 - ,-z� 45.,`8 e ......� �s .............. r"►-�q........ ............3 . �rJCorlTTto���0 _ Q_v. RL4..1 Lo ..... . RC IJ „ C C .. . cis ! _.1 rn.(' 'q li cid s i b b.5.... 4 9 4. • .. � e SPr��n? ...._ 3.` . a 1,�ono�� � 1 S S +4- . ;..._ .'3C. Qc- v ;. 4_.` .. ..9 . . .cif J S..vnc L.I �� 1 !. L= PRODUCT 2041(Single Sheets)205.1(Padded( PREDEVELOPMENT HYDROLOGIC CONDITIONS TR55 Tc Worksheet Page 1 Hydraflow Hydrographs by Intellsolve Hyd. No. I PREDEVELOPMENT Storm frequency = yrs Sheet Flow Manning's n-value = 0.240 Flow length = 100.0 ft Two-year 24-hr precip. = 3.10 in Land slope = 1.5 % Travel Time ........................................ = 16.3 min Shallow Concentrated Flow Flow length = 300 ft Watercourse slope = 1.0 % Surface description = Unpaved Average velocity = 1.61 ftts TravelTime ........................................ = 3.1 min Channel Flow Cross section flow area = 0.0 sqft Wetted perimeter = 0.0 ft Channel slope = 0.0 % Manning's n-value = 0.015 Velocity = 0.00 ft/s Flow length = 0.0 ft TravelTime ........................................ = min Total Travel Time, Tc .......... ............. = 19.4 min Hydrograph Plot Hydrallow Hydrographs by Intellsolve Hyd. No. 1 PREDEVELOPMENT Hydrograph type = SCS Runoff Peak discharge = 0.01 cfs Storm frequency = 1 yrs Time interval = 2 min Drainage area = 2.10 ac Curve number = 49 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of cone. (Tc) = 19.4 min Total precip. = 2.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=187 tuft 1 - SCS Runoff - 1 Yr - Op = 0.01 ds 0.008 0.006 122) 0 0.004 CY 0.002 0.000 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 16.2 2i.6 2 .0 Time (hm) Hyd. 1 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 1 PREDEVELOPMENT Hydrograph type = SCS Runoff Peak discharge = 0.03 cfs Storm frequency = 2 yrs Time interval = 2 min Drainage area = 2.10 ac Curve number = 49 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = TR55 Time of conc. (Tc) = 19.4 min Total precip. = 3.10 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=692 cult 1 - SCS Runoff - 2Yr - Qp = 0.03cfs 0.030 0.025 0.02 0.015 CY 0.010-- 0.005- 0.000 , .0100.0050.000 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 1 DO I Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 1 PREDEVELOPMENT Hydrograph type = SCS Runoff Peak discharge = 0.49 cfs Storm frequency = 10 yrs Time interval = 2 min Drainage area = 2.10 ac Curve number = 49 Basin Slope = 0.0 % Hydraulic length = Off Tc method = TR55 Time of conc. (Tc) = 19.4 min Total precip. = 4.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=3,740 cult 1 - SCS Runoff - 10Yr - Qp = 0.49 ds 0.5- 0.4--- 0.3-- a .50.40.3a 0.2---- 0.1- 0.0 .20.10.0 1 j 0.0 2.4 4.8 7.2 9.6 12.0 14.416.8 19.2 21.6 24.0 Time (hrs) / Hyd. 1 Hydrograph Plot Hydraflow Hydrographs by trrtelisolve Hyd. No. 1 PREDEVELOPMENT Hydrograph type = SCS Runoff Peak discharge = 2.33 cfs Storm frequency = 100 yrs Time interval = 2 min Drainage area = 2.10 ac Curve number = 49 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 19.4 min Total precip. = 7.00 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrogmph Volume=12,032 cult 1 - SCS Runoff - 100 Yr - Qp 2.33 ds 2.5-- 1.5- 1.0- 0.5- 0.0 .51.51.00.50.0 2.4 4.8 7.2 9.6 12.0 14.416.8 19.221.624.0 Time (hrs) / Hyd. 1 POSTDEVELOPMENT HYDROLOGIC CONDITIONS Hydrograph Plot Hydraflow Hydrographs by Irdelisolve Hyd. No. 2 EAST OF BUILDING (-Ib IQr—IL."t . t3a=o c> Hydrograph type = SCS Runoff Peak discharge = 0.44 cfs Storm frequency = 1 yrs Time interval = 2 min Drainage area = 0.18 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 2.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=1,452 cult 2 - SCS Runoff - 1 Yr - Qp = 0.44 ds 0.5 0.4 0.3 CY 0-2-- 0.1--- 0.0 .20.10.0 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 2 Hydrograph Plot Hydraflow Hydrographe by lnteliwW ! Hyd. No. 2 EAST QF BUILDING `tom ► •.1C- LZ . 3� �- Hydrograph type = SCS Runoff Peak discharge = 1.19 cfs Storm frequency = 100 yrs Time interval = 2 min Drainage area = 0.18 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 7.00 in Distribution = Type 111 Storm duration = 24 hrs Shape factor = 484 Hydrograph Vo&ime=4,141 cult 2 - SCS Runoff - 100 Yr - Op = 1.19 ds 1.5 1.0 CY 0.5 0.0 ,— -"j1i 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) Hyd. 2 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 2 EAST OF BUILDING �-tn ► �r ► ��• a� c 1 Hydrograph type = SCS Runoff Peak discharge = 0.78 cfs Storm frequency = 10 yrs Time interval = 2 min Drainage area = 0.18 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of cont. (Tc) = 5 min Total precip. = 4.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=2,673 cult 21 - SCS Runoff - 10 Yr - Qp = 0.78 cfs 0.8 o.s CY 0.4 0.2 0.0 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 2 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 2 EAST OF BUILDING (--TQ Hydrograph type = SCS Runoff Peak discharge = 1.19 cfs Storm frequency = 100 yrs Time interval = 2 min Drainage area = 0.18 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 7.00 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=4,141 cult 2 - SCS Runoff - 100 Yr - Qp = 1.19 ds 1.5 1.0 car 0.5- 0.0 . .50.0 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 2 Hydrograph Plot Hydrallow Hydrographs by Intellsolve Hyd. No. 6 EAST SIDE OF BUILDING <:) Hydrograph type = Reservoir Peak discharge = 0.17 cfs Storm frequency = 1 yrs Time interval = 2 min Inflow hyd. No. = 2 Reservoir name = INFILTRATION BE Max. Elevation = 19 ft Max. Storage = 168 cuft c ►33.0°N storage Indicalon method used. Hydrograph Volume=1,452 cuft 6 - Reservoir - 1 Yr - Qp = 0.17 ds 0.5 0.4 0.3 CY 0.2 0.1 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hm) / Hyd. 2 / Hyd. 6 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 6 EAST SIDE OF BUILDING Hydrograph type = Reservoir Peak discharge = 0.17 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 2 Reservoir name = INFILTRATION BE-N7 Max. Elevation = 1 -- 9 ft Max. Storage = 253 cuft icl- 133.2�• storage Indicatior,method used. Hydrograph Volume=1,757 cult 6 - Reservoir - 2 Yr - Qp = 0.17 cfs 0.6 0.5 0.4 CY 0.3 0.2 0.1 OA 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 2 / Hyd. 6 Hydrograph Plot Hydraflow Hydrographs by Intellsolve Hyd. No. 6 EAST SIDEBUILDING O F C:) Hydrograph type = Reservoir Peak discharge = 0.17 cfs Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 2 Reservoir name = INFILTRATION BE T-D Max. Elevation = 132.79 ft Max. Storage = 565 cuft <-- Storage Storage mdkabon method used. Hydrograph Volume=2,673 cult 6 - Reservoir - 10 Yr - Qp = 0.17 cfs 0.8 0.6 a 0.4 0.2-1—I ��mow--10 I JQ%"--WAR - 0.0 1 - 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) Hyd. 2 / Hyd. 6 Hydrograph Plot Hydratlow Hydrographs by Intelisolve Hyd. No. s EAST SIDE OF BUILDING L-- T3 E o c� Hydrograph type = Reservoir Peak discharge = 0.17 cfs Storm frequency = 100 yrs Time interval = 2 min Inflow hyd. No. = 2 Reservoir name = INFILTRATION BE-P Max. Elevation = t32-79 ft Max. Storage = 1,132 cuft 134 •30 -S"e indiaatoe method used. Hydrograph Volume=4,141 cult 6 - Reservoir - 100 Yr - Cep = 0.17 ds 1.5 1.0 4 0 CY 0.5- 0.0 .50.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 2 / Hyd. 6 Hydrograph Plot Hydraflow Hydrographs by Intek, e Hyd. No. 3 • WEST SIDE PARKINGT LOS (, Hydrograph type = SCS Runoff Peak discharge = 1.02 cfs Storm frequency = 1 yrs Time interval = 2 min Drainage area = 0.42 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 2.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=3,388 cult 3 - SCS Runoff - 1 Yr - Op 1.02 ds 1.5 1. a 0.5- 0.0 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 3 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 3 WEST SIDE PARKING LOTS �zo Nr- �� • 3�� A� Hydrograph type = SGS Runoff Peak discharge = 1.22 cfs Storm frequency = 2 yrs Time interval = 2 min Drainage area = 0.42 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of cone. (Tc) = 5 min Total precip. = 3.10 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=4,099 cult 3 - SCS Runoff - 2 Yr - Qp = 1.22 ds 1.5 1.0 v CY 0.5- 0.0 , - --- 0.0 .50.00.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 3 Hydrograph Plot Hydrallow Hydrogmphs by Intelisolve Hyd. No. 3 WEST SIDE PARKING LOTS ��� ►N �-� �eo A� Hydrograph type = SCS Runoff Peak discharge = 1.82 cfs Storm frequency = 10 yrs Time interval = 2 min Drainage area = 0.42 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 4.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=6,237 c uft 3 - SCS Runoff - 10 Yr - QP = 1.82 ds 2.0 1.5 1 CY 0. 0.0 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 3 Hydrograph Plot Hydraflow Hydrographs by Intelisolve • Hyd. No. 3 WEST SIDE PARKING LOTS ►v �Z. -3�� r-�,-� Hydrograph type = SCS Runoff Peak discharge = 2.78 cfs Storm frequency = 100 yrs Time interval = 2 min Drainage area = 0.42 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 7.00 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=9,663 cuff 3 - SCS Runoff - 100 Yr - QP = 2.78 ds 3.0- 2.5----- 2.0- 1602 0CY 1.5 1. 0.5 0.0 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 3 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 5 WEST PARKING LOTS (-c u�7v ►N s=+��. --��� ,�� Hydrograph type = Reservoir Peak discharge = 0.26 cfs Storm frequency = 1 yrs Time interval = 2 min Inflow hyd. No. = 3 Reservoir name = INFILTRATION BED Max. Elevation = ft Max. Storage = 637 cuft I,-AAA- . `C1 St018ge Indication method used. Hydrograph Volume=3,388 cult 5 - Reservoir - 1 Yr - QP = 0.26 ds 1.5 1.0 v CJ 0.5 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) ! Hyd. 3 / Hyd. 5 Hydrograph Plot Hydraflow Hydrographs by Intellsolve Hyd. No. 5 WEST PARKING LOTS C-rK Hydrograph type = Reservoir Peak discharge = 0.26 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 3 Reservoir name = INFILTRATION BES Max. Elevation = t34jwft Max. Storage = 894 cult 134-8-Y Storage Indication method used, Hydrograph Volume=4,099 cuft 5 - Reservoir - 2 Yr - Qp = 0.26 ds 1.5 • 1.0 0 Car 0.5 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 3 / Hyd. 5 Hydrograph Plot Hydraflow Hydrographs by Irttelisolve Hyd. No. 5 WEST PARKING LOTS (-7" o Hydrograph type = Reservoir Peak discharge = 0.26 cfs Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 3 Reservoir name = INFILTRATION BE--D Max. Elevation = -b34$4 ft Max. Storage = 1,726 cult Stomp indicAm method used. Hydrograph Volume=6,237 cult 5 - Reservoir - 10 Yr - QP = 0.26 ds 2.0 1.5 v 1 CY 0-5- 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hm) / Hyd. 3 / Hyd. 5 Hydrograph Plot Hydraflow Hydrographs by IntelMlve Hyd. No. 5 WEST PARKING LOTS ( u(t ov ►�T , s3�o 1 Hydrograph type = Reservoir Peak discharge = 0.63 cfs Storm frequency = 100 yrs Time interval = 2 min Inflow hyd. No. = 3 Reservoir name = INFILTRATION BED Max. Elevation = 136.28 ft Max. Storage = 2,833 cuft A. Storage Indication method used. Hydrograph Volume=9,663 cult 5 - Reservoir - 100 Yr - Qp = 0.63 cfs 3. 2.5 i 2.0 � 1.5 CY 1.0 0.5 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 3 / Hyd. 5 Hydrograph Plot Hydraflow Hydrographs by lntelisolve Hyd. No. 4 ROOF RUNOFF N. SIDE OF BLDG. C 1 NF til'[ - -0� Hydrograph type = SCS Runoff Peak discharge = 0.31 cfs Storm frequency = 1 yrs Time interval = 2 min Drainage area = 0.13 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 2.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=1,049 cult 4 - SCS Runoff - 1 Yr - Qp = 0.31 cfs 0.4 0.3 C1 0.2 0.1 0.0 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 4 Hydrograph Plot Hydraflow Hydrographs by Intellsolve is Hyd. No. 4 ROOF RUNOFF N. SIDE OF BLDG. (-re D) Hydrograph type = SCS Runoff Peak discharge = 0.38 cfs Storm frequency = 2 yrs Time interval = 2 min Drainage area = 0.13 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 3.10 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=1,269 cult 4 - SCS Runoff - 2 Yr - Qp = 0.38 cfs 0.4 0.3 CY 0.2 0.1- 0.01 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 4 Hydrograph Plot Hydraflow Hydrographs by Interisolve Hyd. No. 4 ROOF RUNOFF N. SIDE OF BLDG. ( -to k• �.z• BFB v) Hydrograph type = SCS Runoff Peak discharge = 0.56 cfs Storm frequency = 10 yrs Time interval = 2 min Drainage area = _ 0.13 g ac Curve number 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 4.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=1,931 cuft 4 - SCS Runoff- 10 Yr - Qp = 0.56 ds 0.6 0.5 0.4 CY 0.3 0.2-- 0.1-- 0.0 .20.10.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 4 Hydrograph Plot Hydraflow Hydrographs by Inteftolve • Hyd. No. 4 ROOF RUNOFF N. SIDE OF BLDG. Hydrograph type = SCS Runoff Peak discharge = 0.86 cfs Storm frequency = 100 yrs Time interval = 2 min Drainage area = 0.13 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 7.00 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=2,991 cult 4 - SCS Runoff - 100 Yr - Qp = 0.86 ds 1.0 0.8 0.6 tl 0.4 0.2 0.0 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 4 is Hydrograph Plot Hydraflow Hydrographs by Intelisolve • Hyd. No. 7 ROUTE THRU INF. BED 0 Hydrograph type = Reservoir Peak discharge = 0.12 cfs Storm frequency = 1 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = INFILTRATION BED Max. Elevation = 4 32.. ft Max. Storage = 125 cuft ,32'$` Storage Indication method used. Hydrograph Volume=1,048 tuft 7 - Reservoir - 1 Yr - Op = 0.12 ds 0.4 0.3 0.2 CY 0.1- 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 4 / Hyd. 7 Hydrograph Plot Hydraflow Hydrographs by Intelisolve . Hyd. No. 7 ROUTE THRU INF. BED 0 Hydrograph type = Reservoir Peak discharge = 0.12 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = INFILTRATION BED Max. Elevation = 13�:�4 ft Max. Storage = 187 cuft 3 3, Oz— Storage Indication method used. Hydrograph Volume=1,269 cult 7 - Reservoir - 2 Yr - Qp = 0.12 cfs 0.4 • 0.3 a 0.2 0.1- L 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time Mrs) / Hyd. 4 / Hyd. 7 Hydrograph Plot Hydrallow Hydrographs by Intellsolve • Hyd, No. 7 ROUTE THRU INF. BED JKO Hydrograph type = Reservoir Peak discharge = 0.12 cfs Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = INFILTRATION BED Max. Elevation = 132. 4 ft Max. Storage = 415 cuft D 1 33.yZ storage Indication method used. Hydrograph Volume=1,930 cult 7 - Reservoir - 10 Yr - Qp = 0.12 cfs 0.6 0.5 0.4 CJ 0.3 0.2- 0.1- 0.0 .20.10.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 4 / Hyd. 7 Hydrograph Plot Hydraflow Hydrogmphs by Intelisolve Hyd. No. 7 ROUTE THRU INF. BED JZ -0 Hydrograph type = Reservoir Peak discharge = 0.12 cfs Storm frequency = 100 yrs Time interval = 2 min Inflow hyd. No. = 4 Reservoir name = INFILTRATION BEP Max. Elevation = 92154 ft Max. Storage = 826 cuff storage md�«,mnod used. Hydrograph Volume=2,991 cult 7 - Reservoir - 100 Yr - Qp 0.12 ds 1.0 0.8 0.6 CY 0.4-- 0.2-- 0.0 .40.20.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 4 / Hyd. 7 i Hydrograph Plot Hydraflow Hydrographs by Inteftolve Hyd. No. 8 BERRY STREET ENTRANCE (-to i Nlz F L-7 . Geo E) Hydrograph type = SCS Runoff Peak discharge = 0.17 cfs Storm frequency = 1 yrs Time interval = 2 min Drainage area = 0.08 ac Curve number = 94 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 2.60 in Distribution = Type Ili Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=535 cult 8 - SCS Runoff - 1 Yr - Qp = 0.17 cfs 0.20 0.15 C! 0.1 0.05- 0.001 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 8 Hydrograph Plot Hydraflow Hydrographs by Intelisolve • Hyd. No. 8 BERRY STREET ENTRANCE (-ro )lJr-'L-T • Q,e o E) Hydrograph type = SCS Runoff Peak discharge = 0.21 cfs Storm frequency = 2 yrs Time interval = 2 min Drainage area = 0.08 ac Curve number = 94 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 3.10 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=666 cult 8 - SCS Runoff - 2 Yr - Op = 0.21 ds 0.25 0.2 n 0.15 C 0.10- 0-05-- 0.00 , .10.050.00 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 8 Hydrograph Plot Hydraflow Hydrographs by IMellsolve . Hyd. No. 8 BERRY STREET ENTRANCE Hydrograph type = SCS Runoff Peak discharge = 0.33 cfs Storm frequency = 10 yrs Time interval = 2 min Drainage area = 0.08 ac Curve number = 94 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 4.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=1,066 cult 8 - SCS Runoff - 10 Yr - QP = 0.33 cfs 0.4 . 0.3 CY 0.2 0.1 0.0 0.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 8 Hydrograph Plot Hydrallow Hydrographs by Interrsolve Hyd. No. 8 BERRY STREET ENTRANCE (70 e-) Hydrograph type = SCS Runoff Peak discharge = 0.52 cfs Storm frequency = 100 yrs Time interval = 2 min Drainage area = 0.08 ac Curve number = 94 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 7.00 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=1,M cult 8 - SCS Runoff - 100 Yr - QP = 0.52 cfs 0.6- 0.5- 0.4--- 0.3-- 0.2- 0.1- 0.0 . - 0.0 .60.50.40.30.20.10.00.0 2.3 4.6 6.9 9.2 11.5 13.8 16.1 18.4 20.7 23.0 Time (hrs) / Hyd. 8 Hydrograph Plot Hydraflow Hydrographs by Irdelisolve Hyd. No. 9 ROUTE THRU INF. BED E Hydrograph type = Reservoir Peak discharge = 0.13 cfs Storm frequency = 1 yrs Time interval = 2 min Inflow hyd. No. = 8 Reservoir name = INFILTRATION BED Max. Elevation = t 34. ft Max. Storage = 24 cuft F �34•0� Storage Indication method used. Hydrograph Volume=535 ouft 9 - Reservoir - 1 Yr - Qp = 0.13 cfs 0.20 0.15 0.10 CY 0.0 0.00 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) ! Hyd. 8 / Hyd. 9 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 9 ROUTE THRU INF. BED E Hydrographt e - type - Reservoir Peak discharge = 0.13 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 8 Reservoir name = INFILTRATION BEE) Max. Elevation = 1-34-e4 ft Max. Storage = 43 cuft Ic- storage Indkatlon method used. Hydrograph Volume=666 cult 9 - Reservoir - 2 Yr - QP = 0.13 ds 0.25 0.2 0.15 CY 0.10--- 0-05---- 0.00 - 0.0 .100.050.000.0 2.4 4.8 7.2 9.6 12.014.4 16.8 19.2 21.6 24.0 Time (hrs) ! Hyd. 8 ! Hyd. 9 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 9 ROUTE THRU INF. BED E Hydrograph type = Reservoir Peak discharge = 0.13 cfs Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 8 Reservoir name = INFILTRATION BE P Max. Elevation = +34-.b*ft Max. Storage = 126 cuft Storage Indicdon rtrethod used. Hydrograph Volume=1,065 cult 9 - Reservoir - 10 Yr - QP = 0.13 ds 0.4 • 0.3 � 0.2 CY 0.1 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (firs) / Hyd. 8 / Hyd. 9 Hydrograph Plot Hydraflow Hydrographs by intellsolve Hyd. No. 9 ROUTE THRU INF. BED E Hydrograph type = Reservoir Peak discharge = 0.13 cfs Storm frequency = 100 yrs Time interval = 2 min Inflow h d. No. = 8 Reservoir name = INFILTRATION BED Max. Elevation = 434:84 ft Max. Storage = 329 cuft �- s3 scow i"di`afl°"method used. Hydrograph Volume=1,712 cuft 9 - Reservoir - 100 Yr - Qp = 0.13 cfs 0.6 0.5 0.4 0.3 CJ 0.2- 0.1- 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 8 / Hyd 9 Hydrograph Plot Hydraflow Hydrographs by InteNsolve . Hyd. No. 11 FRONT OF BUILDING TO I.B. B Hydrograph type = SCS Runoff Peak discharge = 0.56 cfs Storm frequency = 1 yrs Time interval = 6 min Drainage area = 0.33 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of cont. (Tc) = 10 min Total precip. = 2.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=2,662 cult 11 - SCS Runoff - 1 Yr - Qp = 0.56 Cfs 0.6 0.5 0.4 CY 0.3 0.2-- 0.1---- 0.0 .20.10.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 11 i Hydrograph Plot Hydraflow Hydrographs by Intelisolve • Hyd. No. 11 FRONT OF BUILDING TO I.B. B Hydrograph type = SCS Runoff Peak discharge = 0.67 cfs Storm frequency = 2 yrs Time interval = 6 min Drainage area = 0.33 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of cont. (Tc) = 10 min Total precip. = 3.10 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrogmph Volume=3,221 ouft 11 - SCS Runoff - 2 Yr - QP 0.67 ds 0.8- 0.6- 0.4- .80.60.4 CY 0.2- 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 11 Hydrograph Plot Hydraflow Hydrographs by Intelisolve • Hyd. No. 11 FRONT OF BUILDING TO I.B. B Hydrograph type = SCS Runoff Peak discharge = 1.00 cfs Storm frequency = 10 yrs Time interval = 6 min Drainage area = 0.33 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = USER Time of conc. (Tc) = 10 min Total precip. = 4.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=4,901 cult 11 - SCS Runoff - 10 Yr - Qp = 1.00 ds 1.5- 1.0- CF .51.0C1 0.5- 0.01 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) ! Hyd. 11 Hydrograph Plot Hydraflow Hydrographs by IntelMlve 4D Hyd. No. 11 FRONT OF BUILDING TO I.B. B Hydrograph type = SCS Runoff Peak discharge = 1.53 cfs Storm frequency = 100 yrs Time interval = 6 min Drainage area = 0.33 ac Curve number = 98 Basin Slope = 0.0 % Hydraulic length = Oft Tc method = USER Time of cont. (Tc) = 10 min Total precip. = 7.00 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=7,593 c uft 11 - SCS Runoff - 100 Yr - Qp = 1.53 ds 2.0 1.5 --- CJ 1 0.5 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hm) / Hyd. 11 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 12 ROUTE THRU BASIN B Hydrograph type = Reservoir Peak discharge = 0.26 cfs Storm frequency = 1 yrs Time interval = 6 min Inflow hyd. No. = 11 Reservoir name = INFILTRATION BE Max. Elevation = 434;94 ft Max. Storage = 360 cuft Storage Indication method used. Hydrograph Volume=2,662 cult 12 - Reservoir - 1 Yr - Qp = 0.26 ds 0.6 0.5 • 0.4 0.3 CY 0.2---- 0.1----- 0.01— .20.10.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) l Hyd. 11 / Hyd. 12 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 12 ROUTE THRU BASIN B Hydrograph type = Reservoir Peak discharge = 0.26 cfs Storm frequency = 2 yrs Time interval = 6 min Inflow hyd. No. = 11 Reservoir name = INFILTRATION BE Max. Elevation = 14"4 ft Max. Storage = 536 cuft Storage indk#on method used. Hydrograph Volume=3,221 cult 12 - Reservoir - 2 Yr - Qp 0.26 cfs 0.8 i o.6 CY 0.4 0.2 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 11 / Hyd. 12 Hydrograph Plot Hydraflow Hydrogmphs by Interisolve Hyd. No. 12 ROUTE THRU BASIN B Hydrograph type = Reservoir Peak discharge = 0.26 cfs Storm frequency = 10 yrs Time interval = 6 min Inflow hyd. No. = 11 Reservoir name = INFILTRATION BE Max. Elevation = 14 ft Max. Storage = 1,144 tuft �- X3.4.,t3r) Storage Indication method used. Hydrograph Volume=4,901 tuft 12 - Reservoir - 10 Yr - Qp = 0.26 cfs 1.5 • 1.0 CY 0.5 0.0 jL- - 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 11 ! Hyd. 12 i , Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 12 ROUTE THRU BASIN B Hydrograph type = Reservoir Peak discharge = 0.26 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyd. No. = 11 Reservoir name = INFILTRATION BE Max. Elevation = 134=04 ft Max. Storage = 2,238 tuft Stomp Indicadon method used. Hydrograph Volume=7,593 cult 12 - Reservoir - 100 Yr - Qp = 0.26 cfs 2.0 1.5 CY 1 0.5-- 0.01 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hm) / Hyd. 11 / Hyd. 12 Hydrograph Plot Hydraflow Hydrogmphs by IMelisolve Hyd. No. 10 UNCONTROLLED POSTDEV. RUNOFF Hydrograph type = SCS Runoff Peak discharge = 0.01 cfs Storm frequency = 1 yrs Time interval = 2 min Drainage area = 0.96 ac Curve number = 51 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 17.1 min Total precip. = 2.60 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=156 cult 10 - SCS Runoff - 1 Yr - Qp = 0.01 ds 0.006 0.005 0.004 CY 0.003 0-002-- 0.001- 0.000 .0020.0010.000 0.0 2.4 4.8 7.2 9.6 12.0 44 16.8 16.2 21.6 24.0 Time (hrs) Hyd. 10 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 10 UNCONTROLLED POSTDEV. RUNOFF Hydrograph type = SGS Runoff Peak discharge = 0.02 cfs Storm frequency = 2 yrs Time interval = 2 min Drainage area = 0.96 ac Curve number = 51 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of cone. (Tc) = 17.1 min Total precip. = 3.10 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=449 cult 10 - SCS Runoff - 2 Yr - Qp = 0.02 ds 0.025- 0-020- 0.015- 0.010-- 0-005- 0.0001 - 0.0 .0250.0200.0150.0100.0050.0000.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.6 24.0 Time (hrs) / Hyd. 10 Hydrograph Plot Hydraflow Hydrographs by IMelisolve i Hyd. No. 10 ! UNCONTROLLED POSTDEV. RUNOFF Hydrograph type = SCS Runoff Peak discharge = 0.30 cfs Storm frequency = 10 yrs Time interval = 2 min Drainage area = 0.96 ac Curve number = 51 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 17.1 min Total precip. = 4.60 in Distribution = Type 111 Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=2,035 colt 10 - SCS Runoff - 10 Yr - Qp = 0.30 ds 0.30 0.25 0.20 0.15 CY 0.10---- 0.05- 0.001 .10.050.00 0.0 2.4 4.8 7.2 9.6 12.0 44 16.8 19.2 21.6 24.O Time (hrs) / Hyd. 10 Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd. No. 10 UNCONTROLLED POSTDEV. RUNOFF Hydrograph type = SCS Runoff Peak discharge = 1.23 cfs Storm frequency = 100 yrs Time interval = 2 min Drainage area = 0.96 ac Curve number = 51 Basin Slope = 0.0 % Hydraulic length = 0 ft Tc method = TR55 Time of conc. (Tc) = 17.1 min Total precip. = 7.00 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Hydrograph Volume=6,120 cult 10 - SCS Runoff - 100 Yr - Qp = 1.23 ds 1 .5 1 .0 6602 0 CI 0.5 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 24.6 24.0 Time (hrs) / Hyd. 10 s Hydrograph Plot Hydraflow Hydrographs by Welisolve Hyd. No. 15 POSTDEVELOPMENT 100 YEAR Hydrograph type = Combine Peak discharge = 1.51 cfs Storm frequency = 100 yrs Time interval = 2 min Inflow hyds. = 10, 14 Hydrograph Volume=6,993 cult 15 - Combine - 100 Yr - Qp = 1.51 ds 2.0 . 1.5 Cl 1.0 0.5 0.0 0.0 2.4 4.8 7.2 9.6 12.0 14.4 16.8 16.2 2i.6 24.0 Time (hrs) / Hyd. 10 / Hyd. 14 / Hyd. 15 INFILTRATION BED SIZING CALCULATIONS it EASTERN LAND SURVEY ASSOCIATES, INC. JoB Christopher R. Mello PLS SHEET NO. i OF 104 Lowell Street CALCULATED BY----=A44: DATE PEABODY, MA 01960 (978) 531-8121 CHECKED BY DATE SCALE -: i W F.. ti. .T � 1 G�........ 3Lo [sy......._... . Q ' �r,,,� ... 5 1 U F-.1 l_'1 X2 '1�.U ._Q&I F;........ ...-.<.. .'.,Y ►--2...! .. .. ............... q ............ ...... . �r 0 \L QJ.Q.... _Iz.A1i0 _�J_ . .. t-. ...f c . .............:: J`1n�3G— �otv_ 1 \' �`(�r....... O o - d _. . . G _... 3 : �. -. C ... 1 .. ...................,. ... . Z ;0o , )s_4. cF . Z Sq .............. ....... ccs off.. CF' .. _ . 3�0 c J z � �r .' 1.5 0 . ......................................._..>......._ .....- 0 v— ..-- --- ........... _ a _.. n.. Qx `' . .._.... ..... o . ...... ... a ........... n,J 3�' �c �'--X _�.. oao.i c Sj sT= .-'" .. 2_ . c .. PRODUCT 261-1(Single Sheets)205-1(Padded) Reservoir Report Page 1 Reservoir NO. 1 - INFILTRATION BED A AND B Hydrallow Hydrographs by Intelisolve Pond Data Pond storage is based on known values Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cult) Total storage(cult) 0.00 134.00 00 0 0 0.04 134.04 00 30 30 0.50 134.50 00 342 372 1.50 135.50 00 1,366 1,738 2.00 136.00 00 751 2,489 2.50 136.50 00 615 3,104 Culvert/Orifice Structures Weir Structures EAI [B] [C] [D] [A] [B] [C] [D] Rise in = 0.0 0.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El.It = 0.00 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert EI.ft = 0.00 0.00 0.00 0.00 Weir Type = - - - - Length ft = 0.0 0.0 0.0 0.0 Mufti-Stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .000 .000 .000 .000 orif.Coeff. = 0.00 0.00 0.00 0.00 Multi-Stage = n/a No No No Exfiltration Rate = 0.00 in/hr/sgft Tailwater Elev.= 0.00 It Stage/Storage/Discharge Table Note:Al outflows have been analyzed under iniet and outlet control. • Stage Storage Elevation Civ A CW B Civ C Civ D Wr A Wr B Wr C Wr D Exfil Total ft cult ft cfs cfs cfs cis cfs cfs cfs afs cfs cfs 0.00 0 134.00 - - - - - - - - 0.00 0.04 30 134.04 - - - - - - - - 0.26 0.50 372 134.50 - - - - - - - - - 0,26 1.50 1,738 135.50 - - _.._ - - - - - 0.26 2.00 2,489 136.00 - --- - - - - - - 0.26 2.50 3,104 136.50 - - _.. - - - - - - 0.92 • EASTERN LAND SURVEY ASSOCIATES, INC. JOB TLrt kjp%K 5 S--T - 4 4.)na-j Ey- Christopher R. Mello PLS SHEET NO. 'L OF 104 Lowell Street CALCULATEDBY m DATE_ 1 0/U (, PEABODY, MA 01960 (978) 531-8121 CHECKED BY DATE SCALE 7 7,e_ _t3 _ ..2 0 ..�cCp^t ' 2,'j' t�.�+gP1 .: o,. '►a ( ..-- :Z " (z © �..... G 7 . r l) b lP_ TLIa ti b. e�~� Z° 51.$ ....9tb . . . ........... 't-`cz1f..... �Yl G > x cel ... .c oo 14..eF /� *.. ...� ..... F . 17 _ . .. :.........:....... ............. . ............... . .......... ........ .... ............ ................. ............. .._;.... .... PRODUCT 204-1(Single Sheets)205-1(Padded) Reservoir Report Page 1 Reservoir No. 2 - INFILTRATION BED C Hydraflow Hydrographs by Intelisolve Pond Data Pond storage is based on known values Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cult) 0.00 132.75 00 0 0 0.04 132.79 00 20 20 0.50 133.25 00 228 248 1.50 134.25 00 836 1,084 2.00 13415 00 454 1,538 2.50 135.25 00 381 1,919 Culvert/Orifice Structures Weir Structures [A] [B] [C] ID] [A] [B] [Cl [D] Rise in = 0.0 0.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El,ft = 0.00 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.ft = 0.00 0.00 0.00 0.00 Weir Type = - - -- -- Length ft = 0.0 0.0 0.0 0.0 Multi Stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .000 .000 .000 .000 Orif.Coeff. = 0.00 0.00 0,00 0.00 Mufti-Stage = Na No No No ExfIItration Rate = 0.00 inlhdsgft Tailwater Elev.= 0.00 It Stage/Storage/Discharge Table Note:All out(IowS have been analyzed under inlet and outlet control. Stage Storage Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Exfil . Total It Cott ft Cfs cis cis cis cis cis ds cis cis cis 0.00 0 132.75 - -_ - - - - - - - 0.00 0.04 20 132.79 - - - - - - _ - - 0.17 0.50 248 133.25 - - - - - - - - - 0.17 1.50 1,084 134.25 - - - - - - - - - 0.17 2.00 1,538 134.75 - -- - - - - - - - 0.17 2.50 1,919 135.25 - - - - - - - - - 0.83 • EASTERN LAND SURVEY ASSOCIATES, INC. JOB- %1JMrQ!2)VrC Christopher R. Mello PLS SHEET NO. OF 104 Lowell Street CALCULATED BY- DATE PEABODY, MA 01960 (978) 531-8121 CHECKED DATE SCALE ... ....... .... ....... ........... ........................... .............. ........... .......... ...f, X . �4 ...........Z) 4 �►.O .44 1-4 ._.:.9�� .......... . ........................ ........... .............. ...... .............. .............. ............. .......... ................. .............. ............. 460/o . .....i ................ ...................... ............ .............- ................ ............... ............. .................... .................... ......- .............................- ........... ...... ............. ........... ............ ............. ........... .......... .......... ........ 0.00 ............ ............ .......... ........... ................. ............... .0 -9 . %4........... I - 7 q q : 14 ... ...... . . . . . ........................ .............. ............ ................. ...................... .............. ............. . ..... ............. ........... .......................... ............. Srj ..................... .......... .............. .............. . ......... ................................ .................. ..........- .......... .. ...... .............. .... .................... ...................... .......... ............ ...... ............ ...... ........... .............. c ............. .......... .......... . .............. i .. ................. .............................................. 1 �5 ............ 77 ....1 4- ........... .......... ..... . .. ... ..........�� n�r ............ ..................... .................... ............... . ........ .................. ...................... .............. ................. ............. .......... ............. ................ ........... ..........- .............. ....... .......... ............ ........... ............ .............. .......... ........................................ .......... ............ ........... I............. ...... .........- ............. ............ ............. ............... .......................... ........... ............. .......................... .......... ............ .......... .............................. ............. ..................... ............. ........... ........................ .............. ................ ............ ............. ............. ........... .................. ................... .. .......... . ............... ...- PRODIV 204-1 ISinale Shwls)2051�PadM) Reservoir Report Page 1 Reservoir No. 3 - INFILTRATION BED D Hydraflow Hydrographs by Intelisolve • Pond Data Pond storage is based on known values Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cult) 0.00 132.50 00 0 0 0.04 132.54 00 14 14 0.50 133.00 00 160 174 1.50 134.00 00 573 747 2.00 134.50 00 312 1,059 2.50 135.00 00 261 1,320 Culvert/Orifice Structures Weir Structures [A] [B] {Cl [Dl [A] [BI [Cl [D] Rise in = 0.0 0.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El.ft = 0.00 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert EI.ft = 0.00 0.00 0.00 0.00 Weir Type = - - - - Length ft = 0.0 0.0 0.0 0.0 Mufti-Stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .000 .000 .000 .000 Orif.Coeff. = 0.00 0.00 0.00 0.00 Multi-Stage = n/a No No No EAlttation Rabe = 0.00 in/hr/sgft Tailwater Elev.= 0.00 ft Stage Storage Discharge Table Note:All outflows have been analyzed under inlet and outlet controt. / / Stage Storage Elevation Civ A Civ B Clv,C Clv D Wr A Wr B Wr C Wr D E)MI Total ft cuft ft cfs cfs cfs cls cfs cfs cfs cfs cfs, cfs 0.00 0 132.50 - - __ __ - - - _. - 0.00 0.04 14 132.54 - - - - - - - - - 0.12 0.50 174 133.00 - - - - - - - - 0.12 1.50 747 134.00 - - - - - - - - - 0.12 2.00 1,059 134.50 - - - - - - - - - 0.12 2.50 1,320 135.00 - - - - - - - - - 0.78 EASTERN LAND SURVEY ASSOCIATES, INC. JOB i%<r- Christopher R. Mello PLS SHEET NO. OF 104 Lowell Street CALCULATED BY DATE PEABODY, MA 01960 (978) 531-8121 CHECKED BY fir DATE SCALE ............ .......... ....... .......... .......... ............ ........... ...........I ............. ............ .............. ........... ........................ ... ........ C.) APES . L.cl. ........................ ... .......... ............ ..........a ...... .......... > c!) ......... ........... .......... ............. ............. ........... ....... ............... ............. ............. ............ .......... .................................... ... ............ ............. ............ .......... ................... .......... .......... .. ......... ............ ...................... .......... . ....... ...... ............. ............- .......... ........... A ............. .o. ...... ................ ............ ........ .................. ....... ............. .......... .......... .......... C5 .......... �e.".Lp......... ..............................S.14 i ............. ............. e a ........... Q .......... ............- ............. . ........ .......... ... ........................ -16 .......... ....... ... . ......... ............. ............. .............. .......... ............................. 06\4 ...... ........ .......... .............. ....................... ......................- ............. .......... .................. ............ ............. ............ .......... .................... ............. ........................... ........... ......... .......... ........... ............. .......... .......................— ............................. ............ ............ ................. ............ ............. ....... .......... .......... ............. ....................... .................. .......... ........ ............................................ ...................... ............ .............. ....................... .... ..................... ........... .............................. ............... .......... .............. .......... ........... .......... ........... ............—.— ........ ... ................. ................... ............... .......... . PRODUCT 204-1(Single Sheets)205-1(Padded) Reservoir Report Page 1 Reservoir No. 4 - INFILTRATION BED E Hydrallow Hydrographs by Intelisolve Pond Data Pond storage is based on known values Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(cult) Total storage(cult) 0.00 134.00 00 0 0 0.04 134.04 00 14 15 0.50 134.50 00 166 186 1.00 135.00 00 222 402 Culvert/Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 0.0 0.0 0.0 0.0 Crest Len it = 0.00 0.00 0.00 0.00 Span in = 0.0 0.0 0.0 0.0 Crest El.It = 0.00 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. - 0.00 0.00 0.00 0.00 Invert El.It = 0.00 0.00 0.00 0.00 Weir Type - - - - - Length ft = 0.0 0.0 0.0 0.0 Multi-Stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .000 .000 .000 .000 Orif.Coeff. = 0.00 0.00 0.00 0.00 Multistage = n/a No No No EAltration Rate = 0.00 infir/sgft Tailwater Elev.= 0.00 It Stage Storage Discharge Table Note:All outfiam have been analyzed under inlet and outlet control. / / Stage Storage Elevation Clv A Civ B CIV C Clv D Wr A Wr B Wr C Wr D Exfil Total It cult It cfs cfs cis cfs cfs cfs cfs cis cfs cfs 0.00 0 134.00 - - - - - - - - 0.00 0.04 15 134.04 - - - - - - - - -- 0.13 0.50 186 134.50 - - - - - - - - - 0.13 1.00 402 135.00 - - - - - - - - - 0.13 i GROUNDWATER RECHARGE CALCULATIONS EASTERN LAND SURVEY ASSOCIATES, INC. JOB IU12%JP 1ACr fl'fl Christopher R. Mello PLS SHEET NO. OF—1 104 Lowell Street CALCULATED BYDATE n e L PEABODY, MA 01960 (978) 531-8121 CHECKED BYDATE SCALE .. 'TZ± C.H. Q.r�.F... .c o.;-cv�•, -i.. o.>S 0. ; )K _.. \ry N es vJ Z�c`C t-�t•SZ�e E .... lav f=_1 1-._� .+ '7�o�J; 4 .+...w 5 ; .. : RQ.. ti N•Z ......A:< Z••�.'� 1..k.'l"t ....CF.._•r l ... �.-r 2i�-► �o CJS . -' F... .. ..... _ . 3 4_ - .. : ._ I .1..�1 .. 4�4 PRODUCT 204-1(Sinoe Sheets)205-1(Padded) TOTAL SUSPENDED SOLIDS REMOVAL CALCULATIONS EASTERN LAND SURVEY ASSOCIATES, INC. JOB 0\,vce Christopher R. Mello PLS SHEET NO. OF 104 Lowell Sheet CALCULATED BY DATE —0 LO PEABODY, MA 01960 (978) 531-8121 CHECKED DATE SCALE ............. .............. ............. 0_11 -AA T_-F ..................... T-1-1......t-14 Alow .1cave —T--T--1-T F T Wky- VIA vt a�z__b T- .....1 .......... . 1 1 0 !j T 1 --Ant A J 64-4 AAA fSaw; lot I x� ............... .......... 1---1_0 4-4--k- T-6 1 ........... 11, jan 7 Z...' Y.ill r q.\. ( ........... ............. ......... -4 ............. 71 �riSWIT. fl.. A OT2. �A ............ t t ....... 1-A ..............."......... . .....- i i 4= ........ ..... ... ............. L.I.Aw S'ZE.1"vn___Z I .......... -z 4121 ............. 1_4 Itt .. ............... ............. A-1 . ............... i T .....................[41-4-4-4-4-4--k I ]TIT! qq_ .............................".Eqn* 1--h! ILIA t ................ I.L.1114- ......... A- V4 PRODLCT 204-1(Single Sheds)205-1(Padded) Stormceptor CD Sizing Program United States Version 4.0.0 Project Details Project TURNPIKE ROAD N.ANDOVER Project# F14562 Location Company ELSA Date 10-18-06 Contact JH MACDOWELL Selected Rainfall Station Particle Size Distribution State Massachusetts Diam.(um) Percent(%) Spec.Gravity Name BOSTON LOGAN AP ifl# 770 20 20 1.30 Elev.(ft) 20 60 20 1.80 Latitude N 42 deg 21 min Longitude W 71 deg min 150 20 2.20 400 20 2.65 Site Parameters 2000 20 2.63 Total Area(ac) .42 Imperviousness(%) 100 Impervious Area(ac) .42 Stormceptor Sizing Table. . Stormceptor Model %Runoff Treated %TSS Removal STC 450 86 85 STC 900 96 91 STC 1200 96 91 STC 1800 96 91 STC 2400 99 93 STC 3600 99 94 STC 4800 100 95 STC 6000 100 95 STC 7200 100 96 STC 11000 100 97 STC 13000 100 96 STC 16000 100 98 Comments: SITE NOTES - =•� - SEWER MANHOLE • SMH PROPOSED SEWER MANHOLE 1. DEMOLITION SHALL BE CONDUCTED IN ACCORDANCE WITH ALL o SMH EXISTING APPLICABLE LAWS AND REGULATIONS. DEMOLITION MATERIAL o DMH EXISTING DRAIN MANHOLE • DMH PROPOSED DRAIN MANHOLE ? SHALL BE DISPOSED OF IN A LICENSED FACILITY. WETTING ® EXISTING CATCH BASIN • PROPOSED CATCH BASIN 0 SHALL BE USED FOR DUST CONTROL DURING THE DEMOLITION PHASE, EXISTING HYDRANT PROPOS�O CONTOUR i .. EXISTING WATER GATE u" PROPOSED SPOT GRADE ' 2. EXISTING PAVEMENT ON SITE SHALL BE CRUSHED AND RECYCLED — —100 — EXISTING CONTOUR x - / } V AS BASE COURSE FOR NEWLY PAVED AREAS. 100.00 EXISTING UTILITY POLE T GRADE .C PROPOSED LIGHT p^ �° 3. NEW SIDEWALKS SHALL BE ADA COMPLIANT. °'_� STREET LAMP ' ty3 , to �4p 4. FINISH GRADING BETWEEN PROPOSED SPOT ELEVATIONS AND/OR — — — FENCE / ✓�,+ Rte.-'_ CONTOURS SHALL FOLLOW A CONTINUOUS GRADIENT. RETAINING WALL 'aow 5. EXISTING GRANITE CURBING TO BE REMOVED SHALL BE STOCKPILED PP�MENt / LOT Z gp `3 ;� . ON-SITE FOR RE-USE Ew�NG / l PLAN 10143 voce- '� i ONE HUNDRED FOURTEEN TR. g 135 I I a 133 137 \ \ 6 . _ •_ S TORMCEP 106 \\\ 1 I N 2 WI6 —137 x45 —.' .� N2� \\ r l N N INFILTRATION BED D a FENCED \I 9 / 9 x p0 DUMRSTER PAD r ' Ln 2O \ $ sn p0 130 a g136 8" g pT P A T 1 0 6136 50 I 1/;� 50 4 / O 136 3 s I I / 76 � / C /STORMCEPTOR 107 / / I // Neq SRP / 136 I / \. —06 139 139 150 y A oo . �_._a.....PROPOSED BUILDING..0,11114........ (° ( 139 T- L 139 - • 0 \ / \\ SOED I DB 75 / %r —Tt' \ 2 Z CBSN 101 ?P` ENt.^^ 139 B9�, Ilk th 14O � LINE OF SECOND STORY OF BUILDING / e N4 NIIF / I I���B ' 00 II�n 14II ��/��°� • II // ( 140 139 50 140 —T-1 PAUL PRa/LX NYTRATION BED A LOT A 139x.0 WFLTRATION BED B 139 08 175 M3 39 Q`sP, QI OZ_CU5z2a�3 F- 5 �3 rm \ CB /STORMCEPTOR B BUITUMINOUS PAVEMENT 0 139 d ¢ L34I1 pg JJ UW 1 STORY WOOD 49/ 1 RETAL BUILDING B■5 CBSNI04O0J �€/ y2No. 18CBSN 102 / Q Z 13s 07 J 139 a - I / // µ / Q V 6 pBB 75 B Z W 2 Z l \ PROPOSED I vW9 �`\�/' / W D a SIGN n /'`,wlo I — _ Q 1t - � °yam- - »2 136 00 �./' /5 Al— —.l — O O P 1� 137 w W O V - -� - -_ -.— - - ---- - (n - Z �► ar- rr.�s �� -a--amw �--i--��-ter O —,. — — — A8 _ EDGEII OF EXISTING PAVEMENT - -- - - W (L Q \ ' ` TURNPIKE STREET _ ` - a-z - -- - -�----- F 14562 1�1tit�p�:�►O 1�I(AT�'Q'�.1�# SHEET N( 40F7 .._._.._.._-- L. t is C IN L) SITE IS SHOWN AS PARCELS 46 & 47 ON ASSESSORS MAP 106D O SMH EXISTING SEWER MANHOLE / DEED REFERENCE : BOOK 2480 PG. 77 & BOOK 2648 PG. 269 o DMH EXISTING DRAIN MANHOLE Es EXISTING CATCH BASIN ' PLAN REFERENCES: PLAN 3594 OF 1957 EXISTING HYDRANT EXISTING WATER GATE PLAN 3743 OF 1958 — —100 — EXISTING CONTOUR 100.00 EXISTING SPOT GRADE PLAN 10143 OF 1985 UTILITY POLE 1946 STATE HIGHWAY LAYOUT OF ROUTE 114 STREET LAMP CURB ZONING DISTRICT IS GENERAL BUSINESS — — — FENCE OWNER OF RECORD : JEAN PROULX RETAINING WALL LX20/ PLAS N�PLSI EN 7R. GENERAL N07E5 RES\�� EO ONE HUNDRED FOURTE //�'� S�9 i I /�'�,� vns 1) THIS PLAN IS THE SURVEY AND PUBLIC LT OF AN ON THE GROUND FIELD ASND PRIVATE PLAN 2) THIS PLAN IS BASED ON 7W REFERENCED PLANS, DEEDS O7HE RESULTS OF A FIELD CER77nCAN IS N7ENDED AS WY AS OF lDATE. ° TO PROPERTY777LE5T\NG\2 P �� �.Od 1, O NOT70 OR AS TOEASEMENOPPPROX.Lo� ?HE EXISTENCE OF UNWRITTEN OR UNRECORDED N1\°\4 Of M OX`SPS\oN Of A" U. he \ o PPP FOµCE THE SITE IS LOCATED IN ZONE X " AREAS DETERMINED 2W�'9 ^ TOBE OUTSIDE THE 500 YEAR FLOODPLAIN" AS SHOWN It � -' � l 133.3 ON FEMA FRM25OD98 01715C, EFFECTIVE DATE JUNE 15, a � / i� / 9 IIn 1983, REVISED JUNE 2, 1993 In Y .1e' 7 °' / FIVE DISPLAY SHEDS ARE LOCATED ON THE SITE AND NOT Z�"E i , �` l N�� I c DEPICTED HEREON INNIS 47 .�Kf�gd5 �J1 - 2g \4" OW9TER / `' LOT B / / / // / F .4 88,245±�$F. y / / / I WIx 2.026± Acs: a29 / w14 027 N �• OP / 133.5 / wCD „ N 1326 03.2 , 027 / 0 0624 7� � \ j� 041 \ �° /� Z CCSS � o , o OK SAN PAUL PR011LX Z }- / P LOT A PAVEMENT / A / / / / 138 LL I - 03.0 / 1 STORY WOOD * / e� , / ° m -J 136 RETAIL BUILDING / /' / 9 / No. 1812 / I �' / /// V 33.7 __ a�c� �' J 04.6 I / / / \ , 1 / CL U O / Q I... ! \ / TRIPLE N12 A2 I' I R7 C 1 ,' r EXISTING I / � � ! 111 EXISTING ® —— WIO _ i SIGN 1 Z SIGN POLE WI & - I POLE WI YA_RRr” -�_t i ----c___�,�/� moi-- �,_- / �_ / ^ O tV O R o LIGHj+ o UOf1T -� "_ WB WS ='W4 '� _,-= YR I INV a 131.00 —_ �_ / a- LL U \ r P36 N55'1729 383 8S' _— 1 s — / 0 V > c) — 137 -- '_ I� Q O 13748 Z w _ W - EDGE11OF EXISTING PAVEMENT _ ^ APPROX. LOCATION OF EXISTING 12" WATER MAIN 1 W 0 W W � --z I i 138 __-� O TURNPIKE Ro�a1.'1+ STREET =--- SS (L zz Is \ �h S SH S EXISTING 6"SEWER. . S S S INV-131.33 S R a)38.23 ;l SMH�R R1336.96 F 14562 U.P. Y U.P. U.P. I-128.20 IN(Rod U,P. I=128.10 OUT(Roc) 1't�i►1 s �,, k i; pORT►1 °f "`° '•'"° Town of North Andover 1�61e- Office of the Planning Department i Division of Community Development 1600 Osgood Street SSICHUS North Andover, Massachusetts 01845 This is to c erdfy that twenty(20)days have elapsed from date of decision,filed without filing of an appeal. Date z2g2—e+C /7, -9eV7 Joyce A.Bradshaw NOTICE OF DECISION Town Cunt Any appeal shall be filed within (20)days after the date of filing this notice in the office of the Town Clerk. Date: August 8, 2007 Date of Hearing(s): July 17, 2007 Date of Decision: August 7, 2007 Petition of: GFM General Contracting Corporation, 325 North Main Street,No. 15B, Middleton, MA, 01949 Premises Affected: 1812, 1820-1830 Turnpike Street,North Andover, MA 01845. Referring to the above petition for a Special Permit for a COMMON DRIVEWAY from the requirements of the North Andover Zoning Bylaw, Sections 2.30.1 and 10.3. So as to allow: the construction of a shared driveway access located on the premises known as 1812 Turnpike Street, shown on Assessor's Map 1061), Parcel 47 which shall service both 1812 Turnpike Street and 1820-1830 Turnpike Street in connection with the proposed retail/office building to be constructed on 1820-1830 Turnpike Street. After a public hearing given on the above date, the Planning Board voted to APPROVE A COMMON DRIVEWAY SPECIAL PERMIT based upon the following conditions: North Andove Planning oard Richard Nardella, Chairman John Simons, Vice Chairman Richard Rowen, regular member Jennifer Kusek, regular member Timothy Seibert, alternate member f pORTN f �'L I Y 6E.D Town of North Andover -" Office of the Planning DePartment2007 AUG »-9 FM 02 * :, Division of Community Development 711!,,SSACNUStS 1600 Osgood Street �' r' Pd RT� l A°li1%'' t North Andover,Massachusetts 01845 M A g c A C N u Bldg. ZBA NOTICE OF DECISION Con/Com Health Fire Chief Police Chief Any appeal shall be filed Town Clerk DPW/Engineers within (20)days after the date of tiling this notice in the office of the Town Clerk. Date: August 8, 2007 Date of Hearing: July 17, 2007 Date of Decision: August 7, 2007 Petition of: GFM General Contracting Corporation, 325 North Main Street,No. I5B, Middleton, MA, 01949 Premises Affected: 1812, 1820-I830 Turnpike Street,North Andover,MA 01845. Referring to the above petition for a Site Plan Special Permit from the requirements of the North Andover Zoning Bylaw, Sections 2.30.1 and 10.3. So as to allow: the construction of a shared driveway access located on the premises known as 1812 Turnpike Street, shown on Assessor's Map I06D, Parcel 46 & 47 which shall service both 1812 Turnpike Street and 1820-1830 Turnpike Street in connection with the proposed retail/office building to be constructed on 1820- 1830 Turnpike Street. After a public hearing given on the above date, the Planning Board voted to APPROVE A COMMON DRIVEWAY SPECIAL PERMIT based upon the following conditions: North Andover Planning Board Richard Nardella, Chairman John Simons, Vice Chairman Richard Rowen, regular member Jennifer Kusek, regular member Timothy Seibert, alternate member 1812, 1820-1830 Turnpike Street,Map 106D,Parcels,46 &47 Special Permit Approval—Common Driveway August 7,2007 C. E I V E D 2007 AUG -9 F1 L2 Upon a motion by John Simons and 2d by Jennifer Kusek,the Planning Board herem..#pproved a Special Permit to construct a shared driveway servicing both 1812 Turnpike Street and 1 Street in connection with the proposed retail/office building to be constructed on J e Street.The shared driveway access is located in the General L �e - Business Zoning Di and is located on real property shown on the North Andover Assessors Maps as Map 106D,Parcels 46, 1812,Turnpike Street with frontage on Turnpike Street and Berry Street. The Special Permit was requested by the GFM General Contracting Corporation, 325 Main Street,No. 15B,Middleton MA 01949. This application was filed with the Planning Board on June 14,2007. The Applicant submitted a complete application which was noticed and reviewed in accordance with Sections 2.30.1 and 10.3.of the Town of North Andover Zoning Bylaw. Finding of Fact: 1. The application adheres to the bylaw restriction that no more than two (2) lots be serviced by each common drive. 2. The design and location will not adversely affect the neighborhood. 3. There will be no nuisance or serious hazard to vehicles or pedestrians. 4. The purpose and intent of the regulations contained in the Zoning Bylaw are met with the Special Permit application before us. 5. Adequate standards have been placed on the design,which will meet public health and safety concerns. 6. The specific location of the common driveway is appropriate due to the improve access/egress, internal vehicular and pedestrian movements,and reduce the number of curb cuts on Berry Street. Special Conditions: 1. This decision must be filed with the North Essex Registry of Deeds. Included as a part of this decision are the following plans: a. Plans titled: Site Development Permit Plan For GFM General Contracting Corporation 1820— 1830 Turnpike Street in North Andover,Massachusetts Prepared For: GFM General Contracting Corporation 325 N.Main Street,#15B Middleton,MA 01949 Prepared by: Eastern Land Survey Associates,Inc. 104 Lowell Street Peabody,MA 01960 Scale: 1"=20' Plan Date: October 21,2007,Revised 5/7/07, 5/30/07, 6/21/07, 7/9/07 2 1812, 1820-1830 Turnpike Street,Map 106D,Parcels,46 &47 Special Permit Approval—Common Driveway August 7,2007 b. Easements pertaining to the rights of access for and agreements pertaining to the maintenance of the driveway shall be presented to the Town Planner to review. When the Town Planner deems the easement adequate, a copy must be recorded with the Registry of Deeds and a certified copy of the recorded document filed with the Planning Office. 2. Any changes made to these plans must be approved by the Town Planner. Any changes deemed substantial by the Town Planner would require a public hearing and a modification by the Planning Board. 3. Prior to any site disturbance: a. The location of the driveway must be marked in the field and reviewed by the Town Planner. b. All erosion control devices must be in place as shown on the plan. c. The decision of the Planning Board must be recorded at the North Essex Registry of Deeds and a certified copy of the recorded decision must be submitted to the Planning Office. d. Tree clearing(if applicable)must be kept to a minimum. The area to be cleared must be marked in the field and reviewed by the Town Planner. e. A performance guarantee of two thousand($2,000)in the form of a check made out to the Town of North Andover must be in place in accordance with the plans and the conditions of this decision and to ensure that the as-built plans will be submitted. f. A construction phasing plan and emergency response plan are must be provided to the Town Planner. 4. Prior to FORM U verification: a. This site shall have received all necessary permits and approvals from the North Andover Board of Health, Conservation Commission and the Department of Public Works. 5. Prior to Certificate of Occupancy issuance: a. The proposed retail/office building to be constructed on 1820-1830 Turnpike Street shall have a commercial fire sprinkler system installed as required by the North Andover Fire Department. 6. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 7. Gas, telephone, cable,and electric utilities shall be installed as specified by the respective utility companies. 8. No open burning shall be done except as is permitted during the burning season under the Fire Department regulations. 9. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 10. The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all successors and assigns in interest or control. 3 1812, 1820-1830 Turnpike Street,Map 106D,Parcels,46 &47 Special Permit Approval—Common Driveway August 7, 2007 11. This permit shall be deemed to have lapsed after a two(2)year period fr �m} st 2 0 which the Special Permit was granted unless substantial use or construction ha�l;tice� yy ' UG CC. Conservation Administrator I u 11,E U" Director of Public Works NORTH ANMG!` Health Administrator MASSA G H i s�Z'-f Building Inspector Police Chief Fire Chief Assessor Applicant Engineer File 4 Aa4d pORTH �%�A "� q" Town of North Andover 46o�l M6 6 40- Office of the Planning Department =ro Division of Community ipDeveloment y v 1600 Osgood Street 9SSACHUS�� North Andover, Massachusetts 01845 NOTICE OF DECISION Any appeal shall be filed within(20)days after the date of filing this notice in the office of the Town Clerk. Date: August 8, 2007 Date of Hearing(s): July 17, 2007 Date of Decision: August 7, 2007 Petition of: GFM General Contracting Corporation, 325 North Main Street,No. 15B, Middleton, MA, 01949 Premises Affected: 1812, 1820-1830 Turnpike Street,North Andover,MA 01845. Referring to the above petition for a Special Permit for a COMMON DRIVEWAY from the requirements of the North Andover Zoning Bylaw, Sections 2.30.1 and 10.3. So as to allow: the construction of a shared driveway access located on the premises known as 1812 Turnpike Street, shown on Assessor's Map 1061), Parcel 47 which shall service both 1812 Turnpike Street and 1820-1830 Turnpike Street in connection with the proposed retail/office building to be constructed on 1820-1830 Turnpike Street. After a public hearing given on the above date, the Planning Board voted to APPROVE A COMMON DRIVEWAY SPECIAL PERMIT based upon the following conditions: ze _— North AndovWPlanning"Iloard Richard Nardella, Chairman John Simons, Vice Chairman Richard Rowen, regular member Jennifer Kusek, regular member Timothy Seibert, alternate member Cf gORTjj CEIVE0 0 Town of North Andover TC` r t Office of the Planning Department 2007 AUG -9 PM 4 02 Division of Community Development �SSACHUSEi 1600 Osgood Street ` North Andover,Massachusetts 01845 1 ASS C5U�0 T Iii T S Bldg. ZBA NOTICE OF DECISION Con/Com Health Fire Chief Police Chief Any appeal shall be filed Town Clerk DPW/Engineers within (20)days after the date of filing this notice in the office of the Town Clerk Date: August 8, 2007 Date of Hearing: July 17, 2007 Date of Decision: August 7, 2007 Petition of: GFM General Contracting Corporation, 325 North Main Street, No. 15B, Middleton,MA, 01949 Premises Affected: 1812, 1820-1830 Turnpike Street,North Andover,MA 01845. Referring to the above petition for a Site Plan Special Permit from the requirements of the North Andover Zoning Bylaw, Sections 2.30.1 and 10.3. So as to allow: the construction of a shared driveway access located on the premises known as 1812 Turnpike Street, shown on Assessor's Map 106D, Parcel 46 & 47 which shall service both 1812 Turnpike Street and 1820-1830 Turnpike Street in connection with the proposed retail/office building to be constructed on 1820- 1830 Turnpike Street. Auer a public hearing given on the above date, the Planning Board voted to APPROVE A COMMON DRIVEWAY SPECIAL PERMIT based upon the following conditions: North Andover Planning Board Richard Nardella, Chairman John Simons, Vice Chairman Richard Rowen, regular member Jennifer Kusek, regular member Timothy Seibert,alternate member 1812, 1820-1830 Turnpike Street,Map 106D,Parcels,46 &47 • Special Permit Approval—Common Driveway August 7,2007 2003 AUG -9 H. 4 02 Upon a motion by John Simons and 2'd by Jennifer Kusek,the Planning Board herein, , ra�ved a Special Permit to construct a shared driveway servicing both 1812 Turnpike Street and 1 rs. Street in connection with the proposed retail/office building to be constructed c ,iy NO, Street.The shared driveway access is located in the General Business Zoning District and is located on real property shown on the North Andover Assessors Maps as Map 106D,Parcels 46, 1812,Turnpike Street with frontage on Turnpike Street and Berry Street. The Special Permit was requested by the GFM General Contracting Corporation,325 Main Street,No. 15B,Middleton MA 01949. This application was filed with the Planning Board on June 14,2007. The Applicant submitted a complete application which was noticed and reviewed in accordance with Sections 2.30.1 and 10.3.of the Town of North Andover Zoning Bylaw. Finding of Fact: 1. The application adheres to the bylaw restriction that no more than two (2) lots be serviced by each common drive. 2. The design and location will not adversely affect the neighborhood. 3. There will be no nuisance or serious hazard to vehicles or pedestrians. 4. The purpose and intent of the regulations contained in the Zoning Bylaw are met with the Special Permit application before us. 5. Adequate standards have been placed on the design,which will meet public health and safety concerns. 6. The specific location of the common driveway is appropriate due to the improve access/egress, internal vehicular and pedestrian movements,and reduce the number of curb cuts on Berry Street. Special Conditions: 1. This decision must be filed with the North Essex Registry of Deeds. Included as a part of this decision are the following plans: a. Plans titled: Site Development Permit Plan For GFM General Contracting Corporation 1820— 1830 Turnpike Street in North Andover,Massachusetts Prepared For: GFM General Contracting Corporation 325 N.Main Street,#15B Middleton,MA 01949 Prepared by: Eastern Land Survey Associates,Inc. 104 Lowell Street Peabody,MA 01960 Scale: 1"=20' Plan Date: October 21,2007,Revised 5/7/07, 5/30/07, 6/21/07, 7/9/07 2 1812, 1820-1830 Turnpike Street,Map 106D,Parcels,46 &47 Special Permit Approval—Common Driveway August 7,2007 b. Easements pertaining to the rights of access for and agreements pertaining to the maintenance of the driveway shall be presented to the Town Planner to review. When the Town Planner deems the easement adequate, a copy must be recorded with the Registry of Deeds and a certified copy of the recorded document filed with the Planning Office. 2. Any changes made to these plans must be approved by the Town Planner. Any changes deemed substantial by the Town Planner would require a public hearing and a modification by the Planning Board. 3. Prior to any site disturbance: a. The location of the driveway must be marked in the field and reviewed by the Town Planner. b. All erosion control devices must be in place as shown on the plan. c. The decision of the Planning Board must be recorded at the North Essex Registry of Deeds and a certified copy of the recorded decision must be submitted to the Planning Office. d. Tree clearing(if applicable)must be kept to a minimum. The area to be cleared must be marked in the field and reviewed by the Town Planner. e. A performance guarantee of two thousand($2,000)in the form of a check made out to the Town of North Andover must be in place in accordance with the plans and the conditions of this decision and to ensure that the as-built plans will be submitted. f A construction phasing plan and emergency response plan are must be provided to the Town Planner. 4. Prior to FORM U verification: a. This site shall have received all necessary permits and approvals from the North Andover Board of Health, Conservation Commission and the Department of Public Works. 5. Prior to Certificate of Occupancy issuance: a. The proposed retail/office building to be constructed on 1820-1830 Turnpike Street shall have a commercial fire sprinkler system installed as required by the North Andover Fire Department. 6. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 7. Gas,telephone, cable,and electric utilities shall be installed as specified by the respective utility companies. 8. No open burning shall be done except as is permitted during the burning season under the Fire Department regulations. 9. No underground fuel storage shall be installed except as may be allowed by Town Regulations. 10. Therovisio p ns of this conditional approval shall apply to and be binding upon the applicant,its employees and all successors and assigns in interest or control. 3 1812, 1820-1830 Turnpike Street,Map 106D,Parcels,46 &47 Special Permit Approval—Common Driveway August 7,2007 RECEIVED T01,".1H ::".'.�R K'S -0F"F I 11. This permit shall be deemed to have lapsed after a two(2)year period frst 2 n ch the Special Permit was granted unless substantial use or construction hal ce� Q 4. 02 0 cc. Conservation Administrator ,OVVIN' `'° h'�a� yrs Director of Public Works NORTH °ANOG ER Health Administrator MA S ACH U S E T'S Building Inspector Police Chief Fire Chief Assessor Applicant Engineer File 4 i , 7 Qp Town of North Andover - w���V�� diem 0 Office of the Planning Department i 4 r 14 Community Development and Services Div &V `9 P11 4: 00 1600 Osgood Street TI',; C H I, North Andover,Massachusetts 01845 NORTH! ANUD k i:; �IriSSHGCT�J.CyL I �J NOTICE OF DECISION Any appeal shall be filed within(20)days atter the date of filing this notice in the office of the Town Clerk. Date: August 8,2007 Date of Hearings): 216/079 6/5/07,7/17107 Date of Decision: August 7,2007 Petition of: GFM General Contracting Corporation 325 North Mam Street,Na 15B Middleton,MA 01949 Premises Affected: 1812, 1820-1830 Turnpike Street, North Andover, MA 01845, within the General Business Zoning District,Assessors Map 106D,Parcels 46 and 47. Referring to the above petition for a Site Plan Special permit from the requirements of the North Andover Zoning Bylaw, Sections 8.3, 10.3, and 10.31 and MGL C.40A, Sec. 9 So as to allow: the construction of 38,430 s.f.+/- of r"yoffice building, parking, utilities, site lighting, landscape improvements, and other improvements within the General Business Zoning District. After a public hearing given on the above date, the Planning Board voted unanimously to APPROVE A SITE PLAN REVIEW SPECIAL PERNIIT based upon the following conditions: North d eroB• ar assg Board Richard Nardella, Chairman John Simons, Vice Chairman Richard Rowen, regular member Jennifer Kus*regular member Tim Seibert,alternate member This is to certify that twenty(20)days have elapsed from date of decision,filed without filing of an a peal. Date_ — CY Joyce A.Bradshaw Town Clerk 1812,1820-1830 Turnpike Street Map 106D,Parcels 46 and 47 Site Plan Review Special Permit August 7,2007 D On August 7, 2007 upon a motion made by John Simons and seconded by Rlchatd Ro en,the Planning Board herein APPROVED the Site Plan Review Special Permit for the �yyee� 3�(wa• q- of retail/off building, 119 parking spaces, utilities, site lighting, extensive lim and gradingorrkand other improvements shown on the "Plans" as defined below. The project incluft�%Freation of a parking and driveway Easement located on 1812 Turnpike Street as shown 9R#�0)Fj 106D, Parcel 47. The purpose of which is to create common driveway access locatedft f AftWii ki�wn as 1812 Turnpike Street, shown on Assessor's Map 106D,Parcel 47 which shall service both 1812 Turnpike Street and 1820-1830 Turnpike Street in connection with the "project" as defined below. A recorded maintenance agreement for the common driveway access shall be filed with the Registry of Deeds. The project lies in the General Business Zoning District and is located on real property shown on the North Andover Assessors Map 106D, Parcel 46 and 47 and consists of approximately 88,245 s.£ (2.026 acres) and 38,332 s.f.+/- (88 acres) respectively with frontage on Turnpike Street and Berry Street. The Special Permit was requested by the Applicant, GFM General Contracting Corporation, 325 North Main Street,No. 15B,Middleton,MA 01949. This application was filed with the Planning Board on January 4, 2007. The Applicant submitted a complete application which was noticed and reviewed in accordance with Sections 8.3, 10.3, and 10.31 of the Town of North Andover Zoning Bylaw and MGL c.40A, sec. 9. The Applicant has filed with the Planning Board all plans and reports required under the North Andover Zoning Bylaws, including but not limited to the information required under Section 8.3 and 10.31 of the North Andover Zoning Bylaws. During the review process,the Applicant and its professional consultants also submitted various revisions to the plans along with various supplemental memoranda and correspondence in response to requests by the Planning Board, the Board's peer review consultants, and by the various departments within the Town of North Andover that reviewed the project. All of these plans,reports and correspondence are contained in the Planning Board's files and are hereby incorporated by reference into the public record for this hearing. The Planning Board makes the following findings as required by the North.Andover Zoning Bylaws Section 8.3 and 10.3,as well as Section 9 of M.G.L.c.40A: FINDINGS OF FACT: I) The specific site is an appropriate location for the project as it is located in the General Business Zone and involves the construction of permitted uses within this zone. Specifically the General Business District permits both"retail stores and wholesale stones,as well as"restaurants,dining room or lunch room". Presently,the site contains approximately 88,245 s.£of underutilized land area.The project provides goods and services to compliment the surrounding uses,expands the economic base within the town,and improves the character and integrity of the abutting residential neighborhoods. 2) The use as developed will not adversely affect the neighborhood as a sufficient buffer has been provided. The landscaping and lighting plans approved as part of this plan meet the requirements of Section 8.4 as amended by the Planning Board,of the North Andover Zoning Bylaw. The lighting plan consists of a combination of shielded downcast lighting and ornamental lighting that has been arranged to provide adequate safety for the business and shall not impact abutting properties on Turnpike Street and Bevy Street. The landscaping has been placed so as to enhance the appearance along the frontage of Turnpike Street,Berry Street and the commercial and residential abutting properties. All plantings and screening depicted on the approved plans referenced herein shall remain in perpetuity over the life of the project- 3) There will be no nuisance or serious hazard to vehicles or pedestrians.The proposed parking lot 2 1812,1820-1830 Turnpike Street Map 106D,Parcels 46 and 47 Site Plan Review Special Permit August 7,2007 design and access/egress drives provide for adequate internal and externaltraffic flow,safety,and sufficient pedestrian connections throughout the project, and will not result in a significant increase in vehicle trips from the site. 4) The landscaping approved as a part of this plan meets the requirements of Section 8.4 of the North Andover Zoning Bylaw. The Planning Board has determined that the site plan meets the spirit and intent of Section 8.4 of the North Andover Zoning Bylaw. 5) The site drainage system and storm water management design are designed in accordance with the Town Bylaw requirements and Best Management Practices,and has been reviewed by the outside consulting engineer,Vanasse,Hangen Brusdin,Inc. (VHB). 6) The Applicant has met the requirements of the North Andover Zoning Bylaw for Site Plan Review, including all filing requirements as stated in Sections 8.3 and 10.31 of the Zoning Bylaw. 7) Adequate and appropriate facilities will be provided for the proper operation of the proposed use,and the use is in harmony with the general purpose and intent of this Zoning Bylaw. The project will provide for municipal water,sewer and utilities on the property to adequately address the needs of the project. The Colonial style of the building has been designed in a manner to blend into the existing area architectural style and will complement the surrounding neighborhood The storefronts and office areas contain numerous pedestrian scaled elements that provide for improved visual and physical access to the goods and services within the building.The project also contains a tasteful lighting plan throughout the site to enhance the pedestrian feel of the project while maintaining sufficient lighting. 8) Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.3 and 10.31 but requires conditions in order to be fully in compliance. The Planning Board hereby unanimously votes to both grant the requested waivers as described in the Applicant's application,and also unanimously votes to grant approval of the Applicant's proposed project as described in the`Plans"and other supporting information described in the public record,provided the following conditions are met: SPECIAL CONDITIONS: 1) Permit Definitions: a) The"Locus"refers to the 88,245 s.f.(2.026 acres)and 38.332 s.f(.88 acres)respectively with frontage on Turnpike Street and Berry Street as shown on the North Andover Assessors Map 1061),Parcel 46 and 47. b) The"Plans"refer to the plans prepared by Eastern Land Survey Associates,Inc., 104 Lowell Street,Peabody,MA 01960 dated October 21,2007,Revised 5/7/07,5/30/07,6/21/07,7/9/07 entitled"Site Development Permit Plan For GFM General Contracting Corporation 1820—1830 Turnpike Street in North Andover,Massachusetts"consisting Sheets 1 through 7. c) The"Project"or 1812, 1820-1830 Turnpike Street"refers to the construction a 38,430 s.f retail/off building, 119 parking spaces,utilities,site lighting,extensive landscape and grading work and other improvements as shown on the Plans. 3 1812,1820-1830 Turnpike Street Map 106D,Parcels 46 and 47 Site Plan Review Special Permit August 7,2007 d) The"Applicant"refers to GFM General Contracting Corporation,the applicant for the Special Permit. e) The"Project Owner"refers to the person or entity holding the fee interest to the title to the Locus from time to time,which can include but is not limited to the Applicant,developer,and owner. f) All artificial Iighting used to illuminate the parking lot and access ways shall have underground wiring and shall be so arranged that all direct rays from such lighting falls substantially within the parking,loading or driveway area,and shall be shielded or recessed so as not to shine upon abutting properties. 2) Environmental Monitor:The developer shall designate an independent Environmental Monitor who shall be chosen in consultation with the Planning and Community Development Staff. The Environmental Monitor must be available upon four(4)hours notice to inspect the site with the Planning Board designated official. The Environmental Monitor will be required to inspect all such devices and oversee cleaning and the proper disposal of waste products if applicable. 3) Construction Monitor: The Applicant shall designate an independent construction monitor who shall be chosen in consultation with the Planning Department. The construction monitor must be available upon four(4)hours notice to inspect the site with the Planning Board designated official. The construction monitor shall make weekly inspections of the project and file monthly reports to the Planning Board throughout the duration of the project. The monthly reports shall detail areas of non- compliance and actions taken to resolve such issues.The designated monitor may not be applicant and/or developer.The weekly inspections and monthly reports provided to the Planning Department shall include the following: a) Site clearing; b) Erosion control;- c) ontrol;c) Drainage and detention structures; d) On-site water and sewer utilities; e) Parking spaces and related pavement; 0 Curb cuts; g) Retaining walls; h) Site screening,landscaping and street trees; i) Site restoration; j) Final site cleanup; k) Dumpsters shown on the Plans shall be screened at all times; and 1) Temporary storage of construction debris,dirt,and equipment. 4) PRIOR TO THE ENDORSEMENT OF THE PLANS BY THE PLANNING BOARD,THE APPLICANT MUST COMPLY WITH THE FOLLOWING CONDITIONS: a) The final plans must be reviewed and approved by the DPW and the Planning Department and be endorsed by the Planning Board. The final Plans shall be modified to include a Planning Board endorsement block and must be submitted for review within ninety (90) days of filing the decision with the Town Clerk Failure to submit and obtain Planning Board endorsement within the 90-day period will automatically cause the approval to become null and void. b) The foul site drainage system must be designed in accordance with the Town Bylaw requirements and reviewed by the Division of Public Works. All storm water drainage control 4 1812,1820-1830 Turnpike Street Map 106D,Parcels 46 and 47 Site Plan Review Special Permit August 7,2007 facilities utilized by the site shall be shown on the site plan. Storm water drainage calculations which support the design of the control facilities shown on the plan shall be submitted to the Department of Public Works for review and approval. Written confirmation of said review and approval by the Department of Public Warks must be submitted to the Planning Department. c) A bond in the amount of fifteen thousand($15,000)dollars must be posted for the purpose of insuring that a final as built plan showing the location of all on-site utilities,structures,curb cuts, Parking spaces,topography,and drainage facilities is submitted. The bond is also in place to insure that the site is constructed in accordance with the approved plan. The form of security must be acceptable to the Planning Board. d) All site plan application and escrow fees must be paid in fill and verified by the Town Planner. 5) PRIOR TO THE START OF CONSTRUCTION: a) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. b) All applicable erosion control measures must be in place and reviewed and approved by the Planning Department. c) It shall be the responsibility of the developer to assure that no erosion on the site shall occur which will cause deposition of soil or sediment upon adjacent properties or public ways,except as normally ancillary to off-site sewer or other off-site construction. Off-site erosion will be a basis for the Planning Board making a finding that the project is not in compliance with the plan; provided, however, that the Planning Board shall give the developer written notice of any such finding and ten days to cure said condition. d) A pre-construction meeting must be held with the developer, their construction employees, Planning Department, Building Department, Conservation Department, Town Engineer, and Police Department to discuss scheduling of inspections, the construction schedule, and the proms/method of informing the public of the anticipated activities on the site. The applicant will also discuss the traffic mitigation and any possible road closures, which may occur as a result of the construction. The applicant will coordinate with the North Andover Police Department if the construction of the project necessitates Police traffic details. Minutes of the meeting must be submitted to the Planning Board prior to the start of construction. e) The developer shalt provide the Planning Board with copies of permits, plans and decisions received from all other North Andover Land-Use Boards or departments. In addition to receipt of these plans, the Applicant shall supply the Town Planner with a letter outlining any and all revisions resulting from said permits, plans and decisions received from other town boards, commissions and departments that differ from the approved plans referenced in Condition 24. 6) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT: a) Three(3)copies of the signed,recorded plans must be delivered to the Planning Department. b) One certified copy of the recorded decision must be submitted to the Planning Department. 5 1812,1820-1830 Turnpike Street Map 106D,Parcels 46 and 47 Site Plan Review Special Permit August 7,2007 c) The project owner shall adhere to the following requirements of the North Andover Fire Department and the North Andover Building Department: 1. All structures must contain a commercial fire sprinkler system. The plans and hydraulic calculations for each commercial system shall be submitted for review and approval by the North Andover Fire Department. Plans and hydraulic calculations for each commercial system must also be supplied to the Building Department. 7) DURING CONSTRUCTION: a) During construction,the site must be kept clean and swept regularly throughout the construction process. Dust mitigation,dewatering and roadway cleaning must be performed weekly,or more frequently as dictated by site and weather conditions and as directed by the Town Planner. b) The plans for the stockpiling of materials(dirt,wood,construction material,etc.)must be shown on a plan and reviewed and approved by the Town Planner. The developer will make every effort to locate stockpiles on the site and away from residential properties. Any approved piles must remain covered at all times to minimize potential dust and the project owner will be required to install appropriate erosion control measures. c) In an effort to reduce noise levels,the developer shall keep in optimum working order,through regular maintenance,any and all equipment that will emanate sounds from the structures or site. d) The Town Planner will perform monthly inspections of the site during construction to ensure that the developer is adhering to the conditions set forth in the decision. 8) PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY: a) The Applicant must submit a letter from the architect and engineer of the project stating that the building,landscaping,lighting and site layout substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. Alternatively,the Applicant and/or property owner may provide a bond,determined by the Planning Board,to cover the full amount of the landscaping materials and installation if weather conditions do not permit the completion of the landscaping prior to the use of the parking area. b) The Planning Staff shall approve all artificial lighting used to illuminate the site. All lighting shall have underground wiring and shall be so arranged that all direct rays from such lighting falls entirely within the site and shall be shielded or recessed so as not to shine upon abutting properties or streets. The Planning Staff shall review the site lighting plan. Any changes to the approved lighting plan as may be reasonably required by the Planning Staff shall be made at the owner's expense.The Applicant must submit a letter from the architect and engineer of the project stating that the building, signs,landscaping,lighting and site layout substantially comply with the Plans referenced at the end of this decision as endorsed by the Planning Board. All site lighting shall provide security for the site and structures,however, it must not create any glare or project any light onto adjacent residential properties. c) The commercial fire sprinkler systems must be installed in accordance with referenced standard NFPA 13D and in accordance with 780 CMR,Chapter 9 of the Massachusetts State Building 6 r 1812,1820-1830 Turnpike Street Map 106D,Parcels 46 and 47 Site Plan Review Special Permit August 7,2007 Code. Certification that the systems have been installed properly in accordance with the above referenced regulations must be provided from both the North Andover Fire Department and the North Andover Building Department to the applicant. The Applicant mast then provide this certification to the North Andover Planning Department. d) Any and all signage plans for the site,which have been provided to the Planning Board during the site plan review process,were presented for the purpose of demonstrating signage materials only. Any signage plans must conform to Section 6, Signage and Outdoor Lighting Regulations of the Town of North Andover Zoning Bylaw,as amended,and must be approved by the Building Department. In no way is the Project Owner to construe that the Planning Board has reviewed and approved the signage plans for Zoning Compliance as that is the jurisdiction of the Building Department. All additional permits must be obtained by the Project Owner prior to construction. 9) PRIOR TO THE FINAL RELEASE OF ALL SECURITY AND ESCROWED FUNDS a) The Planning Staff shall review the site. Any screening as may be reasonably required by the Planning Staff will be added at the Project Owner's expense. b) A final as-built plan showing final topography,the location of all on-site utilities,structures,curb cuts,parking spaces,and drainage structures and facilities must be submitted to the Planning Department.The Applicant must submit a letter from the architect and engineer of the project stating said items substantially comply with the plans referenced at the end of this decision as endorsed by the Planning Board. 11)All site work and external construction activity shall be limited to between 7:00 am.and 7:00 p.m. Monday through Friday and between 8:00 am-and 5:00 p.m.on Saturday. 12)Any plants,trees or shrubs that have been incorporated into the Landscape Plan approved in this decision that die shall be replaced immediately by the owner(if seasonally feasible). All plantings and screening depicted on the approved plans shall remain in perpetuity over the life of the project. Reasonable substitutions may be allowed as determined by the Town Planner,but size and coverage must be maintained throughout the duration of the project. 13) The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 14)Gas,Telephone,Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 15)No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 16)The use of permanent or temporary trailers for storage of goods and products associated with the operations of any business within the project area is prohibited. 17)No underground fuel storage shall be installed except as may be allowed by Town Regulations. 18)The provisions of this conditional approval shall apply to and be binding upon the applicant,its employees and all successors and assigns in interest or control. 7 a 181211820-1830 Turnpike Street Map 106D,Parcels 46 and 47 Site Plan Review Special Permit August 7,2007 19) Snow removal may be stored on the designated storages areas shown on said plans referenced below to the extent possible,but shall be trucked off site whenever snow exceeds onsite storage capacity. 20)Tenants shall use diligent efforts to retrieve shopping carts from the common areas and return them to the designated areas specified by the owner. Project Owner will ensure that best efforts shall be made by all tenants to prevent the use of its shopping carts in the center from interfering with the use of the parking lot. Present and scheduled removal must be complied with in order alleviate safety concerns. 21)Truck deliveries for goods and merchandise shall occur only between the hours of 6 am.and I I p.m. seven days a week.Trash pickup from the dumpster shall be limited to between the hours of 7:00 am to 9 pm.,seven days a week. The dumpster and dumpster enclosure shall remain closed except when trash deposit, removal and pickup operations are being conducted. 22)The Planning Board requires that the project be built in accordance with the herein referenced plans and specifications and in full accordance with the design elements and features displayed and discussed during the Public Hearings and in strict accordance with all conditions contained herein. Any revisions shall be submitted to the Town Planner for review in accordance with Section 8.3.8 of the Zoning Bylaw.If the Town Planner in.his/her sole discretion deems these revisions to be substantial as defined in Section 8.3.8,the applicant must submit revised plans to the Planning Board for approval. 23)This Special Permit approval shall be deemed to have lapsed after August 7,2009 (two years from the date permit granted)unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board 24)The following information shall be deemed part of the decision: a)Plans titled: Site Development Permit Plan For GFM General Contracting Corporation 1820- 1830 Turnpike Street in North Andover,Massachusetts Prepared For: GFM General Contracting Corporation 325 N.Main Street,#1513 Middleton,MA 01949 Prepared by: Eastern Land Survey Associates,Inc. 104 Lowell Street Peabody,MA 01960 Scale: I"=20' Plan Date: October 21,2007,Revised 5/7/07,5/30/07,6/21/07,7/9/07 Sheets: 1 through 7 b)Plans titled: Site Development Permit Plan For GFM General Contracting Corporation 1820- 1830 Turnpike Street in North Andover,Massachusetts Prepared For: GFM General Contracting Corporation 325 N.Main Street,#15B Middleton,MA 01949 Prepared by: Bay State Design Associates 8 ' 1812, 1820-1830 Turnpike Street Map 106D,Parcels 46 and 47 Site Plan Review Special Permit August 7,2007 70 Tower Office Park Woburn,MA 01801 Scale: I"=20' Plan Date: 7/9/07 Sheets: T001,A200-A204,A401-A403 c)Plans titled: Landscape&Lighting Plan 1820-1830 Turnpike Street North Andover,Massachusetts Prepared For: GFM General Contracting Corporation 325 N.Main Street,#15B Middleton,MA 01949 Prepared by: Huntress Associates,Inc. 17 Tewksbury Street Andover,MA 01810 Scale: 1991=401 Plan Date: May 23,2007,Revised 6/12/07,6/21/07,7/10/07 Sheets: 2 d)Report titled: Traffic Impact&Access Study Proposed Commercial Development Project North Andover,Massachusetts Prepared For: GFM General Contracting Corporation 325 N.Main Street,#15B Middleton,MA 01949 Prepared by: Dermot J.Kelly Associates Inc. 280 Main Street,Suite 204 North Reading,MA 01864 Date: November 16,2006,Revised 5/10/07. e)Report titled: Stormwater Management Report 1820-1830 Turnpike Street North Andover,MA Prepared For: GFM General Contracting Corporation 325 N.Main Street,#15B Middleton,MA 01949 Prepared by: Eastern Land Survey Associates,Inc. 104 Lowell Street Peabody,MA 01960 Date: October 2006,Revised May 2007 APPEAL: Any person aggrieved by this Decision by the Planning Board, if any, may file an appeal of this Decision by bringing an action within twenty(20)days after the Decision has been filed in the Office of the Town Clerk pursuant to Section 17 of Mass.Gen.Laws Chapter 40A. cc: Applicant Building Department 9 1812,1820-1830 Turnpike Street Map 1061),Parcels 46 and 47 Site Plan Review Special Permit August 7,2007 Conservation Department Fire Department 2001 kUG -9 10 JUN-26-2007 12:31 From: To:9786889542 P.3/3 RECEIVED f.-jr— .,t 2gol JUN 29 AM 8*- 33 _ OF Town of North Candover 1WRT 0@0%11 "l Planning Department MAS . H 1610 Osgood Street,Bldg,20, Suite 2-36 North .Andover.,Massachusetts 01845 Phone: 978-688-9535 Fax: 978-688-9542 WAIVER RF.QIIFST TO: _1 Aicnir!mIcv nwn rjanner,:rnc!f laeinin ius;r t IN )M �ktifan,`mnlak,l?�;q.,arrr)rnay tnr ►lir3rtr DA 111: )uge. SUI3)EC): WV-W low*-IHp0Y01-466"&.owe." Y4NYFr MIIAY•#Yd#N.Y#Ma#NN#NNfVNNtM 1 I WIRL:LIY RLUUL4T A WAIVER Or.TIME CONSTRAINTS rUR: site thin Rivuw st)L•l'1111 PeC11111. FILL IN TYPE OF APPLICATION FOR PREMIRFC VOC'ATM AT: 1k12. IR'21)-It4 nTl�nail*t.. —!. FILL IN ADDRESS IN!")i'!1'lhft f^OR THb'PLANNING LtUAHLI TO BRING IN A DECMION UN'11Lti1.i(:.I4 I)AT(?„ JuIX?t).2(H)7 FILL IN HATH. SIGNATURE OF APPLr rOk ,I ,A 'i KF,'rK :Kh:N'I'A'I'IVE, W AI V li ttb�nurlc Receiv D JUN 2.6� 2407 NN1NG DEP GOER A RT MEtvr � u Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: North Andover When filling From: t.Conservation Commission out forms on the computer, 2.This issuance is for(check one): ® Order of Conditions ❑ Amended Order of Conditions i u only e Y th tab key to 3.To: Applicant: move your cursor-do not Gino Fodera GFM General Contracting use the return a.First Name b. Last Name c.Company key. 325 N. Main Street# 15B d.Mailing Address Q Middleton MA. 01949 e.Cityrrown f.State g.Zip Code 4. Property Owner(if different from applicant): Jean Paul Proulx a. First Name b. Last Name c.Company 1812 Turnpike Street d.Mailing Address North Andover MA. 01845 e.City/Town f.State g.Zip Code 5. Project Location: 1812 & 1820-1830 Turnpike Street North Andover a.Street Address b.Cityrrown Map106D Parcels 46 &47 c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known (note: electronic filers will click for GIS locator): e.Latitude f.Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex North a.County b.Certificate(if registered land) 902 119 c. Book .p e 2/2/07 G l07 7. Dates: a. Date Notice of Intent Filed b.Date Oubl&Hearing Closed c.Date If Is ante 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Site Development Permit Pian a. Plan Title Eastern Land Survey Associates, Inc. Christopher R. Mello, R. P. L. S. b. Prepared By c.Signed and Stamped by S f� 01 1"=20' d. F nal K vision Datffe e.Scale see_ C "ej f.Additional Plan or Document Title g.Date 9. Total WPA Fee Paid: $1,850.00 $512.50 $1,337.50 a.Total Fee Paid b.State Fee Paid c.City/Town Fee Paid wpaform5.doc• rev.3/1/05 Page 1 of 9 i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. ® Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ® Private Water Supply e. ❑ Fisheries f ® Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention i. Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary(if available) linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 3. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet I 4. ❑ Bordering Vegetated 1 Wetland a.square feet b.square feet c.square feet d.square feet 5. ❑ Land Under a.square feet b.square feet c.square feet d.square feet Waterbodies and Waterways e.cu.yd dredged f. cu.yd dredged wpaform5.doc• rev.3/1/05 Page 2 of 9 ILI) Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 6. E] Bordering Land. Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 7. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e,cubic feet f.cubic feet 8. ❑ Rlverfront area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft e.square feet f.square feet e.square feet f.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 9. ❑ Designated Port Indicate size under Land Under the Ocean, below Areas 1o. ❑ Land Under the Ocean a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 11. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 12. ❑ Coastal Beaches a.square feet b.square feet c.cty nourishmt d.c/y nourishmt. 13. ❑ Coastal Dunes a.square feet b.square feet c.dy nourishmt. d.c/y nourishmt 14. ❑ Coastal Banks a.linear feet b.linear feet 15. ❑ Rocky Intertidal Shores a.square feet b.square feet 16. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet 17. ❑ Land Under Salt Ponds a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 18. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 19. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.cu.yd dredged b.cu.yd dredged 20. ❑ Land Subject to Coastal Storm Flowage a.square feet b.square feet wpaform5.doc• rev.3!1105 Page 3 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 2421382 LL Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, piaster, wire, lath, paper,cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" for, "MA DEP"] "File Number 242-1382 " wpaform5.doc• rev.3/1/05 Page 4 of 9 L711Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 2421382 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy Standards. Special Conditions: If you need more See attached space for additional conditions, select box to attach a text document wpaform5.doc• rev.3/1/05 Page 5 of 9 ILIMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The North Andover hereby finds (check one that applies): Conservation Commission 3. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: a. Municipal Ordinance or Bylaw b.Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. 4. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: North Andover Wetland Protection Bylaw Chapter 178 a.Municipal Ordinance or Bylaw b.Citation The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. If you need more space for c. The special conditions relating to municipal ordinance orb law are as follows: additional conditions, See attached select box to attach a text document wpafonn5.doc• rev.311/05 Page 6 of 9 DEP FILE #242 - 1382 Therefore, the North Andover Conservation Commission (hereafter the "NACC")hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the State Regulations, the local Bylaw and Regulations,to protect those interests noted above. The-NACC orders that all work shall beP erformed in accordance with said conditions and with the Notice of Intent referenced below. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent,the conditions shall control. GENERAL CONDITIONS 18. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 19. This Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of property rights. However, the NACC, agent of the NACC or the Department of Environmental Protection (DEP) reserves the right to enter and inspect the property at all reasonable times until a Certificate of Compliance is issued,to evaluate compliance with this Order of Conditions, the Act(310 CMR 10.00), the North Andover Wetland Bylaw and Regulations, and may require any information,measurements, photographs, observations,and/or materials,or may require the submittal of any data or information deemed necessary by the NACC for that evaluation. Further,work shall be halted on the site if the NACC, agent or DEP determines that any of the work is not in compliance with this Order of Conditions. Work shall not resume until the NACC is satisfied that the work will comply and has so notified the applicant in writing. 20. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances,by-laws or regulations. 21. The work authorized hereunder shall be completed within three years from the date of this order. 22. This Order may be extended by the issuing authority for one or more periods of up to one year each upon application to the issuing authority at least thirty days (30) prior to the expiration date of the Order (Refer to Section 8.3 (p.37) of the North Andover Wetland Regulations). 23. The NACC reserves the right to amend this Order of Conditions after a legally advertised public hearing if plans or circumstances are changed or if new conditions or information so warrant. 24. Where the Department of Environmental Protection (DEP) is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. C:\Winword\00C\1812 TumpikeSt.doc I NACC 7/3/2007 DEP FILE #242 - 1382 25. This Order of Conditions is issued under File No. 242-1382. 26. The conditions of this decision shall apply to, and be binding upon, the applicant, owner, its employees and all successors and assigns in interest or control. These obligations shall be expressed in covenants in all deeds to succeeding owners of portions of the property. 27. The term "Applicant" as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property referenced in the Notice of Intent, supporting documents and this Order of Conditions. The NACC shall be notified in writing within 30 days of all transfers of title of any portion of property that takes place prior to the issuance of a Certificate of Compliance. 28. The proposed work includes: The construction of a two-story retail/office building, associated parking,stormwater management structures,access drives,and associated grading within the buffer zone to bank and a BVW associated with an intermittent stream. The site is also located within Estimated Habitat of the Blandings Turtle (Emydoidea blandingii),a state protected rare species,but was designed in corporation with NHESP as to result in a no adverse affect on the habitat of the species. 29. The work shall conform to the following (except as noted in the remainder of this document where revisions may be required): Notice of Intent filed by: GFM General Contracting Corp. (Applicant) C/o Gino Fodera 325 N. Main Street,No.15B Middleton, MA 01949 Dated February 2,2007 Jean Paul Proulx(Owner) 1812 Turnpike Street North Andover,MA 01845 Prepared by: Epsilon Associates,Inc. (Representative) 3 Clock Tower Place, Suite 250 Maynard,MA 01754 Site Plans prepared by: Eastern Land Survey Associates,Inc. 104 Lowell Street Peabody, MA 01960 Entitled "Site Development Permit PIan" dated October 21,2006,revised through May 30,2007,consisting of sheets 1-7. Stamped & Signed by Christopher R. Mello, P.L.S. Other Record Plans & Documents: Stormwater Management Report prepared by Eastern Land Survey Associates,Inc. dated October 2006,revised May 2007 and Stormwater Drainage revisions dated 5/07; C:\Winword\OOC\1812 Turnpike&.doc 2 NACC 7/3/2007 DEP FILE # 242 - 1382 Landscape & Lighting Plan dated 5/23/07,revised 6/12/07. Prepared by Huntress Associates,Inc.; Operation and Maintenance Plan dated May 2007; Drainage Review Letter prepared by Eggleston Environmental dated May 21,2007; Drainage Review Response Letter prepared by Eastern Land Survey Associates,Inc. dated May 31,2007; Drainage Review Letter prepared by Eggleston Environmental dated June 6,2007; Drainage Review Response Letter prepared by Eastern Land Survey Associates,Inc. dated June 11,2007; Construction Sequencing Plan (no date); Division of Fisheries &Wildlife Natural Heritage & Endangered Species Letter dated June 8,2007. 30. The following wetland resource areas are affected by the proposed work: Buffer Zone to a Bordering Vegetated Wetland (BVW) to an intermittent stream and Bank. These resource areas are significant to the interests of the Act and Town ByLaw as noted above and therein. The applicant has not attempted to overcome the presumption of significance of these resource areas to the identified interests. 31. The NACC agrees with the applicant's delineation of the wetland resource areas on the site and as previously approved under 242-1370 (ORAD). 32. The NACC finds that the intensive use of the upland areas and buffer zone proposed on this site will cause further alteration of the wetland resource areas. In order to prevent any alteration of wetland resource areas a twenty five foot (25') No-Disturbance Zone and a fifty foot (50') No-Construction Zone shall be established from the edge of the adjacent wetland resource area except in those locations as depicted on the approved plan referenced herein. The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local bylaw. No disturbance of existing grade, soils or vegetation is permitted in the No- Disturbance zone. (See Section 3.4 &Appendix F of the local Regulations). 33. This document shall be included in all construction contracts,subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors, subcontractors, and other personnel performing the permitting work are fully aware of the permits terms and C:\Winword\OOC\1812 TumpikeSt.doc 3 NACC 7/3/2007 DEP FILE#242 - 1382 conditions. Thereafter, the contractor will be held jointly liable for any violation of this Order resulting from failure to comply with its conditions. 34. The NACC finds the applicant's proposal for buffer zone restoration/enhancement to be adequate. The buffer zone enhancement areas shall be constructed during construction activities and in accordance with the approved Landscape &Lighting Plan referenced herein. This sequence shall be reflected in the revised construction- sequencing plan. 35. The owners of the project and their successors in title, in the event they proceed to alter areas subject to the Commissions jurisdiction under the order, agree that the Order does not in itself impose upon the Town any responsibility to maintain the proposed drainage system and that said Town shall not be liable for any damage in the event of failure. By acceptance of this Order,the owners agree to indemnify and hold harmless to the Town and its residents for any damage attributable to alterations undertaken on this property pursuant to the Order. Maintenance of the drainage system, if accepted by the Town as part of a public way,becomes the responsibility of the Town. 36. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding, storm damage or any other form of water damage. PRIOR TO CONSTRUCTION 37. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department or Court have been completed. 38. This Order shall be recorded by the applicant at the Registry of Deeds immediately after the expiration of all appeal periods. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the North Andover Conservation Commission on the form at the end of this Order prior to commencement of the work. Any Order not recorded by the applicant before work commences may be recorded by the NACC at the applicant's expense. 39. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words"Massachusetts DEP,File Number 242-1382." C:\Winword\OOC\1812 TumpikeSt.doc 4 NACC 7/3/2007 DEP FILE#242 - 1382 40. Prior to the commencement of any work, the applicant shall submit to the Conservation Department a copy of the approved NPDES Storm Water Pollution Prevention Plan (SWPPP) for the file. 41. Any changes in the submitted plans caused by the applicant,another Board's decision or resulting from this Order of Conditions must be submitted to the NACC for approval prior to implementation. If the NACC finds said changes to be significant,the NACC will call for another public hearing (at the expense of the applicant). Within 21 days of the close of said public hearing the NACC will issue an amended or new Order of Conditions. Any errors found in the plans or information submitted by the applicant shall be considered as changes. The proposed project may be still under review by other local or state boards or agencies.This may result in changes to the project plans or wetland impacts. If any such changes occur a revised plan and an explanation of the revisions shall be submitted to the NACC for review and approval prior to the start of construction. No work shall begin on a project until written approval has been granted by the NACC. 42. It is the responsibility of the applicant, owner, and/or successor(s) to ensure that all conditions of this Order of Conditions are complied with. The project engineer and contractors are to be provided with a copy of this Order of Conditions and referenced documents before commencement of construction. 43. The applicant submitted a Construction Sequencing Plan and is referenced herein. However, prior to any work commencing on site,the applicant shall submit a revised construction sequencing plan to the NACC for review and approval to include additional items, if not already included, such as a dated timetable of construction,the construction of compensation and retention areas,installation of sedimentation/erosion control devices,roadway infrastructure, and the construction of the associated stormwater management structures. The construction sequence shall specify that the stormwater management structures will be constructed first,prior to any other site preparation. This timetable must continue to be updated throughout the project. 44. Wetland flagging shall be checked prior to start of construction and shall be re-established where missing. All wetland flagging shall remain visible and enumerated per the approved plan(s) throughout the life of the project and until a Certificate of Compliance is issued so that erosion control measures can be properly placed and wetland impacts can be monitored. The proposed limit of work shall be shall be clearly marked with stakes or flags and shall be confirmed by the NACC. Such markers shall be checked and replaced as necessary and shall be maintained until all construction is complete. Workers should be informed that no use of machinery, storage of machinery or materials, stockpiling of soil, or construction activity is to occur beyond this line at any time. All flags used for the above purposes shall be of a color different from other flagging used on the site. 45. A row of staked hay bales backed by trenched siltation fence shall be placed between all construction areas and wetlands. The erosion control barrier will be properly installed and placed as shown on the plans approved and referenced herein and shall be inspected and approved by the NACC prior to the start of construction and shall remain intact until C:\Winword\OOC\1812 Turnpike&.doc 5 NACC 7/3/2007 DEP FILE # 242 - 1382 all disturbed areas have been permanently stabilized to prevent erosion. All erosion prevention and sedimentation protection measures found necessary during construction shall be implemented at the direction of the NACC. The NACC reserves the right to impose additional conditions on portions of this project to mitigate any impacts which could result from site erosion, or any noticeable degradation of surface water quality discharging from the site. For example, installation of erosion control measures may be required in areas not shown on the plan(s) referenced in this Order of Conditions. Should such installation be required by the NACC, they shall be installed within 48 hours of the Commission's request. 46. The applicant shall have on hand at the start of any soil disturbance, removal or stockpiling, a minimum of 50 hay bales and sufficient stakes for staking these bales (or an equivalent amount of silt fence). Said bales shall be used only for the control of emergency erosion problems and shall not be used for the normal control of erosion. All additional emergency erosion controls shall be on site prior to the commencement of any work on site and will be verified by the Conservation Department during the pre- construction meeting. 47. A check payable to the Town of North Andover shall be provided in the amount of $20,000, which shall be in all respects satisfactory to Town Counsel,Town Treasurer,and the NACC, and shall be posted with the North Andover Town Treasurer through the NACC before commencement of work. Said deposit of money shall be conditioned on the completion of all conditions hereof, shall be signed by a party or parties satisfactory to the NACC, and Town Counsel, and shall be released after completion of the project, provided that provisions, satisfactory to the NACC,have been made for performance of any conditions which are of continuing nature. The applicant may propose a monetary release schedule keyed to completion of specific portions of the project for the NACC's review and approval. This condition is issued under the authority of the local Bylaw. 48. The applicant shall designate a Qualified Professional Wetland Scientist as an"Erosion Control Monitor" to oversee any emergency placement of controls and regular inspection or replacement of sedimentation control devices. The name and phone number of the erosion control monitor must be provided to the NACC in the event that this person has to be contacted, due to an emergency at the site, during any 24-hour period, including weekends. Proof of the retained monitor must be submitted to the Conservation Department on letterhead by the retained consulting firm for subsequent review and approval by the NACC or agent thereof. This person shall be given the authority to stop construction for erosion control purposes. The erosion control monitor will be required to inspect all such devices and oversee cleaning and the proper disposal of waste products. Cleaning shall include removal of any entrapped silt. 49. ON EVERY MONDAY of each week, or otherwise arranged by the NACC,in which construction activities occurs on-site and for as long thereafter as ground remains unstable, it is the applicant's responsibility to ensure that the Environmental/Erosion Control Monitor (EMC) monitor the site and submit written reports to the NACC.The C:\Winword\OOC\1812 TurnpikeSt.doc 6 NACC 7/3/2007 DEP FILE#242 - 1382 EMC shall certify that,to the best of his/her knowledge and belief based on a careful site inspection, all work is being performed in compliance with this Order of Conditions and that approved setbacks are being adhered to. The EMC must visually inspect all sedimentation/erosion control measures and assume responsibility for their maintenance on a weekly basis and that they are functioning as intended. In addition, all wetland resource areas must be visually inspected for siltation,turbidity,and/or other water quality impacts. Monitoring reports shall include current condition of erosion and sedimentation controls; describe any erosion or sedimentation repair and/ or replacement;and describe any erosion or sedimentation problems and mitigation measures implemented. Such reports shall continue until the applicant requests a less frequent reporting schedule or an end to reports. This request must be submitted in writing and is subject to approval by the Conservation Administrator. 50. The applicant and/or the legal owner of that portion of land upon which these Orders of Conditions have been placed shall provide to the NACC prior to transferring,or assigning any portion of said land to another party,subject to said Orders of Conditions,the "Compliance Certification Form Affidavit" attached via"Appendix A" signed under the pains and penalties of perjury,stating that said applicant and/or owner has read these Orders of Conditions and is in compliance with each and every condition. This document shall apply to each of the conditions referenced herein and shall be provided to the Conservation Department at least five (5) business days after to the closing of said land transaction. 51. Once these above mentioned pre-construction requirements are complete,the applicant shall contact the Conservation Office prior to site preparation or construction and shall arrange an on-site conference with an NACC representative, the contractor,the engineer,wetland scientist and the applicant to ensure that all of the Conditions of this Order are understood. This Order shall be included in all construction contracts, subcontracts, and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors, subcontractors and other personnel performing the permitted work are fully aware of the permit's terms and conditions. Thereafter,the contractor will be held jointly liable for any violation of this Order of Conditions resulting from failure to comply with its conditions. The applicant or contractor shall notify the NACC in writing of the identity of the on-site construction supervisor hired to coordinate construction and to ensure compliance with this Order. A reasonable period of time shall be provided as notice for each pre- construction meeting (e.g. 72 hours). STORMWATER MANAGEMENT CONDITIONS 52. All construction and post-construction stormwater management systems shall be conducted in accordance with the approved construction sequence,supporting documents and plans submitted with the Notice of Intent,the Department of Environmental Protection Stormwater Management Policy,and the approved Operation and Maintenance Plan attached herein. C:\Winword\OOC\1812 TumpikeSt.doc 7 NACC 7/3/2007 DEP FILE#242 - 1382 53. Evidence of maintenance of the stormwater management system shall be provided to the NACC on an annual basis by a Registered Professional Civil Engineer. The first report shall be submitted to the NACC one year after the first stormwater structure goes on-line and annual reports must continue to be submitted until a Certificate of Compliance is issued. Compliance with the designed stormwater management system and associated stormwater management conditions shall be satisfied prior to the issuance of a Certificate of Compliance. 54. All drainage structures shall be properly installed and functional. During construction, all drainage structures shall be maintained,as outlined in the approved Operation and Maintenance Plan attached herein. 55. Construction of the stormwater structures shall be constructed and functioning as part of the initial project phase,immediately following clearing and rough grading of the site to serve as siltation control during construction. Runoff from the site shall be directed towards these basins. 56. Temporary and/or permanent basins being used for sedimentation and dewatering during construction shall be cleaned of sediment when levels exceed six (6) inches. The basins shall be cleaned of sediment prior to final grading and construction of permanent stormwater basins. 57. There shall be no increase in the post development discharges from the storm drainage system or any other changes in post development conditions that alter the post development watershed boundaries as currently depicted in the Notice of Intent and approved by this Order of Conditions, unless specifically approved in writing by the Commission. 58. Water quality down gradient of BVW's shall not differ significantly following completion of the project from the pre-development conditions. There shall be no sedimentation into wetlands or water bodies from discharge pipes or surface runoff leaving the site. 59. Prior to the issuance of the Certificate of Compliance,the applicant shall be responsible for cleaning all stormwater structures,in accordance with the approved Operation & Maintenance Procedures Plan attached herein and the associated stormwater management conditions referenced herein. 60. The applicants, owners, and their successors and assignees, shall maintain all culverts, collections basins, traps, outlet structures,subsurface storage areas, and other elements of the drainage system, unless put into an easement to the Town of North Andover,in order to avoid blockages and siltation which might cause failure of the system and/or detrimental impacts to on-site or off-site resource areas,and shall maintain the integrity of vegetative cover on the site. C:\Winword\OOC\1812 TumpikeSt.doc 8 NACC 7/3/2007 DEP FILE #242 - 1382 DURING CONSTRUCTION 61. IMPORTANT: Immediately upon completion of the dwelling foundation, and prior to further construction activities associated with the site,the applicant shall complete a plan prepared by a Registered Professional Land Surveyor of the Commonwealth (R.P.L.S.)which accurately depicts the foundation location and it's proximity to wetland resource areas as approved under this Order of Conditions. Said plan shall be submitted to the Conservation Administrator for approval. 62. Accepted engineering and Best Management Practices (BMPs) for construction standards shall be followed in the conduct of all work. 63. A crushed stone construction entrance shall be designated at all entrance/exit drives to minimize soil/material tracking in accordance with the approved standards and specifications. Construction entrances shall be maintained and reinforced as necessary. 64. Erosion control devices shall be inspected regularly;any entrapped silt shall be removed to an area outside of the buffer zone and wetland resource areas; silt fence and hay bales shall be replaced as necessary.The areas of construction shall remain in stable condition at the close of each construction day. All erosion controls shall be in place throughout the duration of any construction on site or unless authorized by the Conservation personnel 65. Upon beginning work,the applicant shall submit written progress reports every week detailing what work has been done in or near resource areas, and what work is anticipated to be done over the next period. This will update the construction sequence. 66. The buffer zone enhancement plantings shall be implemented in accordance with the approved Landscape &Lighting Plan referenced herein and shall be monitored by a qualified wetland scientist during planting activities. 67. The qualified wetland scientist shall monitor the wetland and buffer zone restoration area for two consecutive growing seasons. Monitoring reports shall be submitted to the Conservation Department at the end of each growing season (spring and fall). A total of four monitoring reports for the restoration areas shall be submitted over a 2-year period. Monitoring reports shall describe,using narratives plans,and color photographs,the physical characteristics of the restoration areas with respect to stability, survival of vegetation and plant mortality,aerial extent and distribution,species diversity and vertical stratification (i.e. herb, shrub and tree layers), and the amount of invasive species in the area. If at the end of the second growing season, or at anytime within the 2-year growing season period, it has been determined that a 75% success rate has not been achieved,the NACC shall require additional enhancement measures,such as additional plantings. C:\Winword\OOC\1812 Tumpike&.doc 9 NACC 7/3/2007 DEP FILE # 242 - 1382 68. The NACC finds that the installation of a fence is necessary around the project site within the buffer zone in order to deter trash and other debris from entering the wetland resource area and associated buffer zones. Therefore,a 6-foot high vinyl fence shall be installed from the Turnpike Street entrance to the Berry Street entrance along the easterly limits of the proposed project. Specific locations for the fence may include,but shall not be limited to, installation at the top of the proposed retaining wall along the front parking area closest to Turnpike Street. A 4-foot high vinyl fence may be considered in locations where a 6-foot high fence is not practical as determined and approved by the NACC. Specific locations and heights for the fence shall be proposed by the applicant on a revised landscaping plan and shall be submitted to the NACC for review and subsequent approval. 69. All catch basins shall contain oil/gasoline traps, and it shall be a continuing condition of this order, even after a Certificate of Compliance is issued, that the oil/gasoline traps in the catch basins be maintained. All catch basins shall be free of all accumulated silt and debris before Compliance is issued and the owner or his/her agent shall so specify in the request for Compliance. 70. The sewer lines on the site,where they cross wetland resource areas, shall be tested for water tightness in accordance with North Andover DPW standards. 71. Silt sacs/filter fabric or other siltation/sedimentation protection methods shall be installed at any catch basin/storm drain within 50 feet of the work. 72. The Erosion Control Monitor shall be on site during and/or following a major storm event of 1 inch of rain or greater to ensure that soils remain stable,erosion controls are adequate and secure,and that all BMP's are adequately functioning. 73.Approved de-watering activities anticipated shall be supervised and witnessed by the designated erosion control monitor. This designee must be on-site at all times while dewatering is occurring_ De-watering activities shall be conducted as shown on the approved plans and shall be monitored daily by the erosion control monitor to ensure that sediment laden water is appropriately settled prior to discharge toward the wetland resource areas. No discharge of water is allowed directly into an area subject to jurisdiction of the Wetlands Protection Act and/or the North Andover Wetland Bylaw. If emergency de- watering requirements arise,the applicant shall submit a contingency plan to the Commission for approval,which provides for the pumped water to be contained in a settling basin,to reduce turbidity prior to discharge into a resource area. 74. Associated pavement and roadways shall be swept at least once per week or as directed by the Erosion Control monitor,the Site Supervisor,Project Manager, or the Conservation staff for as long as the site remains exposed and unstabilized. 75. Any fill used in connection with this project shall be clean fill,containing no trash,refuse, rubbish or debris, including but not limited to lumber, bricks, plaster,wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts on any of the foregoing. C:\Winword\OOC\1812 TumpikeSt.doc 10 NACC 7/3/2007 DEP FILE #242 - 1382 76. All exposed soil finish grade surfaces shall be immediately landscaped and stabilized,or loamed, seeded and mulched,with a layer of mulch hay. All disturbed areas must be graded, loamed and seeded prior to November 1st of each year. Outside of the growing season, exposed soil finish grade surfaces shall be stabilized with a layer of mulch hay until climate conditions allow for seeding. During construction,any area of exposed soils that will be left idle for more than 30 days shall be stabilized with a layer of mulch hay or other means approved by the NACC. 77. No re-grading in the buffer zone shall have a slope steeper than 2:1 (horizontal: vertical). Slopes of steeper grade shall be rip-rapped to provide permanent stabilization. 78. Equipment shall not be staged overnight within 50-feet of a wetland resource area. 79. There shall be no stockpiling of soil or other materials within twenty-five (25) feet of any resource area. 80. Washings from concrete trucks, or surplus concrete,shall not be directed to,any drainage system, or wetland resource area. 81. All waste generated by, or associated with,the construction activity shall be contained within the construction area, and away from any wetland resource area. There shall be no burying of spent construction materials or disposal of waste on the site by any other means. The applicant shall maintain dumpsters (or other suitable means) at the site for the storage and removal of such spent construction materials off-site. However,no trash dumpsters will be allowed within 50' of areas subject to protection under the Act or local Bylaw. 82. During and after work on this project,there shall be no discharge or spillage of fuel, or other pollutants into any wetland resource area. If there is a spill or discharge of any pollutant during any phase of construction the NACC shall be notified by the applicant within one (1) business day. No construction vehicles are to be stored within 100 feet of wetland resource areas, and no vehicle refueling, equipment lubrication, or maintenance is to be done within 100 feet of a resource area. AFTER CONSTRUCTION 83. No underground storage of fuel oils shall be allowed on any lot within one hundred (100) feet of any wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland protection Bylaw. 84. Fertilizers utilized for landscaping and lawn care shall be slow release,low-nitrogen types (< 5%), and shall not be used within 25 feet of a resource area. Pesticides and herbicides shall not be used within 100 feet of a wetland resource area. This condition shall survive this Order C:\Winword\OOC\1812 Turnpike&.doc 11 NACC 7/3/2007 DEP FILE# 242 - 1382 of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland Protection Bylaw and shall remain in perpetuity. 85. The approved Operation &Maintenance Plan is fully binding upon the applicant and/or owners, successors,agents,associations, heirs and assigns and must be adhered to in perpetuity. 86. Prior to the issuance of a Certificate of Compliance,the applicant shall submit an Affidavit from the assignee.(s) acknowledging the Operation &Maintenance responsibilities of the stormwater management systems in accordance with the approved Operation & Maintenance Plan and other perpetual conditions mandated in this Order. 87. No road salt, sodium chloride, or other de-icing chemicals shall be used on paved surfaces within the buffer zone, and any arrangement for snow removal shall so stipulate due to the importance of the site and wetlands. Permanent signs designating"No-Salt Zone"and "No-Snow Stockpiling Zones" shall be displayed in prominent locations. The location and placement of these signs are subject to review and subsequent approval by the NACC or Agent thereof. Signs are available for purchase at the Conservation Department. Additional snow management procedures and snow storage/removal operations shall be addressed in accordance with the approved Operation & Maintenance Plan and designated snow storage areas as depicted on the approved Landscape &Lighting Plan referenced herein. 88. Upon completion of work, the applicant shall permanently mark the edge of the "25'No- Disturbance Zone"with eight (8) signs or markers spaced evenly every 50 feet incorporating the following text: "Protected Wetland Resource Area". This will designate their sensitivity and assure no further inadvertent encroachment into the wetland. These permanent markers are subject to review and approval by the NACC. The applicant shall instruct all agents to explain these markers to buyers/lessees/landscapers and all persons taking over the property from the applicant. 89. Upon completion of construction and grading, all disturbed areas located outside resource areas shall be stabilized permanently against erosion. This shall be done either by loaming and seeding according to SCS standards. If the latter course is chosen,stabilization will be considered complete once vegetative cover has been achieved. 90. Upon approved site stabilization by Conservation staff,the erosion controls shall be removed and properly disposed of and all exposed unvegetated areas shall be seeded. 91. Upon completion of the project the applicant shall submit the following to the Conservation Commission as part of a request for a Certificate of Compliance: a. WPA Form 8A - "Request for a Certificate of Compliance." b. A letter from the applicant requesting a Certificate of Compliance. c. The name and address of the current landowner. C:\Winword\OOC\1812 TumpikeSt.doc 12 NACC 7/3/2007 DEP FILE # 242 - 1382 d. Signed statements from the individual property owners shall be submitted with the request for a Certificate of Compliance indicating that they read and understood the recorded Order of Conditions prior to purchasing their property. e. The name and address of the individual/trust or corporation to whom the compliance is to be granted. f. The street address and assessor's map/parcel number for the project. g. The DEP file number. h. A written statement from a Registered Professional Civil Engineer (and/or Registered Professional Land Surveyor) of the Commonwealth certifying that the work has been conducted as shown on the plan(s) and documents referenced above, and as conditioned by the Commission. i. An"As-Built" plan prepared and signed and stamped by a Registered Professional Civil Engineer (and/or Registered Professional Land Surveyor) of the Commonwealth, for the public record. This plan will include: ➢ "As-Built" post-development elevations of all drainage & stormwater management structures constructed within 100 feet of any wetland resource area. NOTE: If portions of the stormwater systems exist partially within the Buffer Zone than the entire structure must be depicted to accurately verify compliance. ➢ "As-Built" post-development elevations and grades of all filled or altered wetland resource areas including the encompassing buffer zone,which is regulated as a resource area under the local Wetland Protection Bylaw. ➢ Distances from structures to wetland resource areas. Structures include (but are not limited to) septic systems, additions,fences, sheds, stone walls, pools, retaining walls, subsurface utilities and decks. ➢ A line showing the limit of work and the extent of existing erosion control devices. "Work" includes a v disturbance of soils or vegetation. ➢ Location of all subsurface utilities entering the property. 92. The following special conditions shall survive the issuance of a Certificate of Compliance (COC) for this project: ➢ 25' No-Disturbance Zone and a 50' No-Construction Zone shall be established from the edge of adjacent wetland resource areas except in those locations approved under this filing. Future work within 100' of existing wetland resource areas will require a separate filing with the NACC. The Conservation Administrator th and/or other agents of / g e NACC do not have the authority to waive these setbacks as established under the local Bylaw (Condition#32); C:\Winword\OOC\1812 TurnpikeSt.doc 13 NACC 7/3/2007 DEP FILE #242 - 1382 ➢ Discharge or spillage of pollutants (Condition#82); ➢ Maintenance of catch basins (Condition#69); ➢ Maintenance of all culverts, collections basins, traps, outlet structures, subsurface storage areas, and other elements of the drainage system,unless put into an easement to the Town of North Andover, in order to avoid blockages and siltation,which might cause failure of the system and/or detrimental impacts to on-site or off-site resource areas (Condition#60); ➢ Prohibition of underground fuels (Condition#83); ➢ Limitations on the use of fertilizers, herbicides, road salts, de-icing compounds and pesticides (Conditions #84 & #87). ➢ The attached"Stormwater Operations and Management Plan", including Best Management Practices. No additional filings will be required to conduct maintenance of the above referenced system and plan (Condition# ). C:\Winword\OOC\1812 TurnpikeSt.doc 14 NACC 7/3/2007 DEP FILE# 242 - 1382 APPENDIX A-AFFIDAVIT Lon oath do hereby depose and state: (authorized agent of applicant and/ or owner) (PLEASE CHECK AT LEAST ONE BLOCK) 1) I am the of (position with applicant) (applicant's name) the applicant upon whom the Order of Conditions have been (DEP or NACC File#) placed upon by the North Andover Conservation Commission(NACC). and / or 2) 1 am the of (position with owner) (owner) the owner upon whose land Order of Conditions have been (DEP or NACC File#) placed upon by the NACC. ♦ I hereby affirm and acknowledge that I have received said Order of Conditions and have read the same and understand each and every condition,which has been set forth in said Order of Conditions. ♦ I hereby affirm and acknowledge that on this day of 20----, I inspected said property together with any and all improvements, which have been made to the same and hereby certify that each and every condition set forth in the Order of Conditions are presently in compliance. ♦ I hereby affirm and acknowledge that this document will be relied upon by the NACC, as well as any potential buyers of said property,which is subject to the Order of Conditions. Signed under the pain and penalties of perjury this day of .20 (Authorized agent of applicant or owner) C:\Winword\OOC\1812 TurnpikeSt.doc 15 NACC 7/3/2007 OPERATION AND MAINTENANCE PLAN PROPOSED STORMWATER MANAGEMENT FACILITIES 1820-1830 TURNPIKE STREET NORTH ANDOVER, MASSACHUSETTS MAY 2007 The following Operations and Maintenance Plan("O&M")has been prepared to ensure that proposed systems function as designed. The O&M plan includes a maintenance schedule to ensure that structural and non-structural components are implemented properly and identifies the responsible parties. A brief summary of the specific BMP's to be implemented at the site are as follows: Non-Structural Methods Site Layout Any naturally and maintained vegetated buffers temporarily disturbed during stormwater structure installation will be stabilized upon completion of project activities. Source Control A comprehensive source control program will be implemented at the site which includes regular pavement sweeping(at least four times per year),catch basin cleaning, and Stormceptor cleaning and infiltration bed inspection and cleaning. Spill Prevention A spill prevention plan that includes an emergency notification plan and cleanup program will be developed as part of the National Pollution Discharge Elimination System (NPDES) Construction General Permit. At a minimum the following good housekeeping practices will be followed on-site during construction: L An effort will be made to store only enough product required to do the job. 2. All materials stored on-site will be kept in a neat, orderly manner in their appropriate containers and,if possible, under a roof or other enclosure. Structural Methods A. Deep Sump Catch Basins 1. During Construction a. Protect catch basins grates with hay bales, check dams until base paving course is installed and landscaped areas are stabilized and/or vegetated. b. Inspect basins monthly or following rainstorms of greater than one inch in 24 hours and clean when sediment levels are greater than twelve inches. 2. Long Term a. Inspect basins monthly and clean as necessary, but at least twice annually. B. Stormceptor Unit 1. Maintain in accordance with Manufacturer's recommendations(copy follows). The Stormceptor Units shall be inspected at least four times annually and after any spill event. The units shall be maintained annually and immediately following any spill event. C. Infiltration Beds 1. During Construction a. Before the development site is graded, areas of infiltration beds should be roped off to prevent heavy equipment from compacting the underlying soils. b. Infiltration beds shall not be used as temporary sediment traps during construction. C. During and after excavation, all excavated materials should be placed away from the infiltration beds to prevent redeposition during runoff events. All excavated materials should be properly handled and disposed,during and after construction. d. Light earth-moving equipment should be used to excavate the infiltration basin. The basin floor should be deeply tilled with a rotary tiller or a disc harrow to restore infiltration rates, after final grading. 2. Long Term a. The infiltration beds shall be inspected following each major storm (more than one inch of rainfall in 24 hours)but at least four times annually. Water levels in the observation wells should be recorded at the beginning, 24 hours and 48 hours following a major storm. The water level should not exceed six inches at 48 hours after the end of the storm. If so,the bed is likely to require cleaning or replacement. The use and maintenance of pretreatment BMP's (catch basins and Stormceptors)will minimize the likelihood of maintenance of the infiltration beds. D. Snow Removal Snow removal will be conducted in accordance with the DEP,Bureau of Resource Protection Snow Disposal Guidance, effective March 8, 2001. Snow will not be stockpiled in or adjacent to wetland resource areas. Snow will be stockpiled in the designated soil stockpile areas shown on the project plans. Snow will not be stockpiled within the 25' No-Disturbance Zone or on top of storm drains. E. Trench Drain and Pump System 1. Trench drain shall be inspected monthly and cleaned as necessary but at least twice annually. 2. Pump Chamber—Pump chamber,pumps,controls and alarms shall be inspected on a semi-annual basis. Debris solids shall be removed from the chamber. Elapsed time meters for pumps shall be read and noted, as well as proper operation of all pumps and float switches. Any maintenance procedures shall be noted. 3. Emergency Procedures—The building is to be provided with an on-site, natural gas or propane-fired emergency generator. The generator capacity and switching design shall include the capability to run the pumps. 4. In the event of pump failure, the building owner and/or manager shall be notified immediately to effect repairs or emergency pumping. F. Erosion Control Procedures 1. Staked hay bales, silt fence,temporary diversion swales and sediment basins shall be installed in accordance with this plan or as otherwise directed by the project engineer or the Conservation Commission prior to commencement of construction activities. 20 additional hay bales and 100 ft. of silt fence shall be kept on site for repairs or other erosion control needs. The contractor shall inspect erosion control facilities weekly and after every rainfall event to confirm that same are properly functioning. Any deficiencies in the erosion control facilities shall be corrected immediately. 2. All soil stockpiles shall be protected against erosion utilizing erosion control barriers and/or crushed stone filter dikes. Any stockpiling of soils with a duration of longer than two days shall be done outside of the Buffer Zone. 3. Catch basins shall be protected with filters, as shown hereon until no sediment transport is visible during rainfall events. Filters shall be inspected weekly and maintained as necessary. 4. Temporary erosion control measures to be taken during construction shall conform with the "Massachusetts Erosion and Sediment Control Guidelines,Urban and Suburban Areas"dated March 1997, and may include some or all of the following measures: • Temporary seeding • Temporary mulching(straw) • Permanent seeding • Hydroseeding • Sodding • Placement of hay or jute netting during winter months 5. Debris and/or litter shall be removed from the site on a weekly basis. 6. If dust is generated during construction, it shall be controlled by use of water trucks, sprinkling or temporary stabilization methods. 7. At the completion of the project, all disturbed areas shall be permanently stabilized with loam and seed or other ground cover. All stormwater BMP's shall be inspected and cleaned as necessary. Paved areas shall be swept. The party responsible for Operation and Maintenance of the Stormwater Management Facilities is: GFM General Contracting Corporation 325 N. Main Street#15B Middleton, MA. 01949 Tel: 617-877-9963 Or its heirs and assigns. • 4.1 Kecommended Maintenance Mceaure Oil is removed through the 6"inspection/cleanout pipe and sediment is removed through the 24" diameter outlet riser pipe. Alternatively, oil could be removed from the 24" opening if water is removed from the treatment chamber, lowering the oil level below the drop pipes. The depth of sediment can be measured from the surface of the Stormceptor with a dipstick tube equipped with a ball valve (Sludge Judge*). Rinker Materials recommends maintenance be performed once the sediment depth exceeds the guideline values provided in Table 8. Table 8. Sediment Depths Indicating Required Maintenance* Model Sediment Depth 4501 8" (200 mm) 900 8" (200 mm) 1200 10" (250 mm) 1800 15" (375 mm) 2400 12" (300 mm) 3600 17" (425 mm) 4800' 15" (375 mm) 6000 18" (450 mm) 7200 15" (375 mm) 11000s 17" (425 mm)** 13000s 20" (500 mm)** 16000s 17" (425 mm)** * Depths are approximate **Depths in each structure No entry into the unit is required for routine maintenance of the Inlet Stormceptor or the smaller disc insert models of the In-Line Stormceptor. Entry to the level of the by-pass may be required for servicing the larger in-line models. Any potential obstructions at the inlet can be observed from the surface. The by-pass chamber has been designed as a platform for authorized maintenance personnel, in the event that an obstruction needs to be removed,drain flushing needs to be performed,or camera surveys are required. Typically,maintenance is performed by the Vacuum Service Industry,a well established sector of the service industry that cleans underground tanks, sewers,and catch-basins. Costs to clean a Stormceptor will vary based on the size of the unit and transportation distances. If you need assistance for cleaning a Stormceptor unit,contact your local Rinker Materials representative, or the Rinker Materials Stormceptor Information Line at(800)909-7763. Disposal The requirements for the disposal of material from a Stormceptor are similar to that of any other Best Management Practices(BMPs). Local guidelines should be consulted prior to disposal of the separator contents. j i In most areas the sediment,once dewatered,can be disposed of in a sanitary landfill. It is not i anticipated that the sediment would be classified as hazardous waste. In some areas,mixing the water f with the sediment will create a slurry that can be discharged into a trunk sanitary sewer. In all disposal options, approval from the disposal facility operator/agency is required. Petroleum waste products i collected in Stormceptor(oil/chemical/fuel spills)should be removed by a licensed waste management t company. 'L7� 1Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant.Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. Section G, Recording Information is available on the following page. wpaforrn5.doc• rev.3/1/05 Page 8 of 9 R Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of this form shall be submitted to the Conservation Commission listed below. North Andover Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. --------------------------------------------------------------------------------------------------------------------------- To: North Andover Conservation Commission Please be advised that the Order of Conditions for the Project at: 242-1382 Project Location DEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant wpaform5.doc• rev.3/1/05 Page 9 of 9 -LJ\ Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: WPA Form 5 — Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Issuance This Order is valid for three years, unless otherwise specified as a special 7 condition pursuant to General Conditions#4, from the date of issuance. 1. Date of IssUnce Please indicate the number of members who will sign this form: S– This Order must be signed by a majority of the Conservation Commission. i Number of signers The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office, if not filing electronically, and the prope , if different from applicant. Signatures: CJ Notary Acknowledgement Commonwealth of Massachusetts County of Essex North On this D.7 'T"e– a 0 O 7 Day of Month Year Before me, the undersigned Notary Public, 5c-c-(+ r'LaS�P personally appeared Name of Document Signer proved to me through satisfactory evidence of identification, which was/were Massachusetts License Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of North Andover Conservation Commission City/Town 001&WWD7,20709 7 COMMONWEALTHOFNDTAWMASignature of Notary Public My comm.moires Sohn t+ fn /or.�".� Printed Name of N tary Public 190-0 9 Place notary seal and/or any stamp above My c— o ;onAxpires(Date) This Order is issued to the applicant as follows: ❑ by hand delivery on i7dby certified mail, return receipt requested,on Date -713 /02 Date wpaform5.doc• rev.3/1/05 Page 7 of 9 NORTs, Town of North Andover =o�a4'° `4. 0 Office of the Planning Department o 416 0, - ,. ° Community Development and Services Division ,€'' 1600 Osgood Street „ F',7_^ a * North Andover,Massachusetts 01845 IC, http://www.townofnorthandover.com •°,-Too cH��� 21"tfi �k-Mid D np ,sSACMUS� Lincoln Daley P 978-688-9535 NORTH, r4 NTt a V E Town Planner F 978-688-9542 M A S S A CU h U ° ' ' Town of North Andover Planning Board 1. Petitioner: GFM General Contracting Corp. Address: 325 North Main Street,No.15B.Middleton,MA 01949 Telephone Number: (617)877-9963 2. Owners of the Land:Jean Paul R.Proulx Address: 1812 Turnpike Street,North Andover,MA 01845 Telephone Number:_ Number of years ownership:47 Years If applicant is not the owner,please state interest in property:Applicant has entered into a Purchase Agreement with the Owner. 3. Year lot was created: 1958 4. Description of Proposed Project: The Applicant,GFM General Contracting Co,M.,proteoses to construct a common driveway servicing,both 1812 TurnRike Street as well as 1820-1830 Turnpike Street in connection with a proposed retail/office building to be constructed at 1820- 1830 Turnpike Street. 5. Description of Premises:The premises known as 1820-1830 Turnpike Street is 2.026 acres in size,and is located between Turnpike Street(Route 114)and Berry Street and is designated on the Town Assessor's Maps as Map 106D Lot 46 and the common driveway will be located on the premises known as 1812 Turnpike Street,shown on the Town Assessor's Maps as Map 106D,Lot 47. 6, Address of Property Affected: 1812, 1820-1830 Tm=iike Street Route 114) Zoning District: General Business GB Assessors: Map: 106D Lot# 46 and 47 Registry of Deeds: Book#:902_ Page# 119 7, Existing Lot: (VACANT) Lot Area(Sq.Ft): 88,245 Building Height: N/A Street Frontage: 383.85 Side Setbacks: N/A Front Setback: N/A Rear Setback: N/A Floor Area Ratio: N/A Lot Coverage: N/A 8. Proposed Lot(if applicable): Lot Area(Sq.Ft): 88.245 Building Height: Street Frontage: 383.85 Side Setbacks: 95 Front Setback: 106.00 Rear Setback: 51 Floor Area Ratio: N/A Lot Coverage: 12.9 % t 9. Required Lot(as required by Zoning Bylaw); Lot Area(Sq.Ft.): 25,000 Building Height: 45 Street Frontage: 125.0 Side Setback: 25 (1) Front Setback: 100.00 Rear Setback: 35 (1) Floor Area Ratio: N/A Lot Coverage: 35.00% (1) Setback may be required to be increased by 15 feet where locus is determined to abut a residential zone. 10. Existing Building(if applicable):N/A Ground Floor(Sq.Ft.) #of Floors Total Sq. Ft.; Height: Use: Type of Construction: 11. Proposed Building: Ground Floor(Sq.Ft.) 9,639 #of Floors 2 Total Sq. Ft.; 38,430 Height: 44,5 ft. Use: Commercial(Office/Retail) Type of Construction: Wood Frame 12. Has there been a previous application for a Special Permit from the Planning Board on these Premises?Yes.. If so,when and for what type of construction?The site received a Site Plan Special Permit by Decision,dated December 20,2001 for the construction of a 2-story , clapboard and wood/metal frame office/retail building Such approval has expired and was not used. 13. Section of Zoning Bylaw that Special Permit Is being Requested: Sections 2.30.1 & 10.3 of the North Andover Zoning Bylaw seeking a Common Driveway Special Permit to provide common access on premises known as 1812 Turnpike Street and 1820-1830 Turnpike Street in connection with a retail/office building to be located at 1820-1830 Turnpike Street. 14. Petitioner and Landowner signature(s): Every application for a Special Permit shall be made on this form which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's Office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or Planning Office does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements,as cited herein and in the Planning Board Rules and Regulations may result in a dismissal by the Planning Board of this application as incomplete. GFM General Contracting Corp. By s att ys,Smolak&Vaughan LLP Petitioner's Signature: Print or type name here. Gino Fodera,President *Jean Paul R.Proulx,by the Applicant,GFM General Contracting Corp,pursuant to Owner letter of Authoriza ' y icanf a orneys,Smolak&Vaughan LLP Owner's Signature:* Print or type name here: hn Paul R.Proulx 15. Please list title of plans and documents you will be attaching to this application. See attached. TOWN OF NORTH ANDOVER PLANNING BOARD APPLICANT: GFM GENERAL CONTRACTING CORP. OWNER: JEAN PAUL R. PROULX PROPERTY: ASSESSOR MAP 106.1)PARCELS 46 and 47 1812, 1820-1830 TURNPIKE STREET,NORTH ANDOVER MEMORANDUM IN SUPPORT OF APPLICATION FOR SITE PLAN REVIEW SPECIAL PERMIT (Sections 2.30.1 and 10.3 of North Andover Zoning Bylaw) I. INTRODUCTION GFM General Contracting Corp.is the applicant(the"Applicant") seeking a Common Driveway Special Permit in connection with a proposed retail/office building"Project" as further described below. Specifically,the Applicant is the prospective purchaser of certain real property consisting of 2.026 acres (88,245 s.f.),known and numbered as 1820-1830 Turnpike Street,located between Turnpike Street(Route 114) and Berry Street and is designated on the Town Assessor's Maps as Map 106D,Lot 46,along with a certain rights with respect to a portion of said adjacent lot,known and numbered as 1812 Turnpike Street,shown on the Town Assessor's Maps as Map 106D,Lot 47 over which the Applicant has obtained easement rights to the west of the building site (also owned by the Owner)to construct a common driveway, parking,landscaping and other improvements as shown on the Site Plans attached hereto as Exhibit A(the "Property"). The Property is owned by jean Paul R. Proulx(the"Owner"). The Owner acquired the Property by deed from Ernest J.Morin,dated September 23,1959 as recorded at Book 902,Page 119 of the Essex County North District Registry of Deeds. The Property is located in the General Business ("GB")Zoning District,where the proposed use of the Property as a mixed commercial use (retail/office)is permitted by right,subject to site plan review. II. PROPOSED PROJECT As a result of the Planning Board's last hearing on the pending Site Plan Approval Special Permit Hearing held on June 5,2007,the Applicant,GFM General Contracting Corp., proposes to construct a common driveway servicing both 1812 Turnpike Street,as well as 1820- 1830 Turnpike Street where the following project would include: (a) the construction of a two-story traditional style commercial office and retail building,including; (i)first floor retail use; (ii) second floor office space,along with storage space available in the attic above the second floor;and, (iii) garage under parking. Common Driveway Special Permit Memorandum -- Planning Board 1 (b) the construction of a total of 119 parking spaces,along with Colonial-style lighting as shown on the Landscaping Plan attached hereto; c the construction of a main site access drive to be located on Route 114,with two (2) secondary drives located along Berry Street;and, (d) a common driveway located on 1812 Turnpike Street to be used by both the Applicant and the Owner of 1812 Turnpike Street. Collectively,the proposed improvements as described above and as shown on Exhibit A shall be referred to as the Project. III. REQUIRED RELIEF Based upon the June 5,2007 Planning Board Hearing,as well as subsequent discussions with the Town Planner,the Applicant has determined that a Common Driveway Special Permit will be required to be issued by the Planning Board in accordance with Sections 2.30.1 and 10.3 of the Zoning Bylaw of the Town of North Andover,as most recently amended in June,2007 (the"Zoning Bylaw"). IV. COMMON DRIVWAY SPECIAL PERMIT CRITERIA Section 2.30.1 and Section 10.31 of the Zoning Bylaw list the criteria by which the Planning Board will evaluate the Project as part of its site plan review special permit process. A description of these criteria,and how the Project meets such criteria,are described as follows: Specifically,Section 2.30.1 of the Zoning Bylaw provides that"[e]ach driveway shall service no more than one lot. Subject to the granting of a Special Permit from the Planning Board, a driveway may be shared by not more than two (2) lots. Each such shared driveway must be regulated by a recorded maintenance agreement running in perpetuity with the land. The Applicant agrees to be governed by a recorded maintenance agreement for the common driveway,and shall submit a proposed form of agreement for the Planning Board's review and approval. The 2 lots to be served by the common driveway are both 1812 Turnpike Street,as well as 1820-1830 Turnpike Street. The Project also meets the following criteria,as set forth in the Common Driveway Special Permit application requirements: 1. The project will encourage the most appropriate use of the land since the project is allowed by right in the General Business Zoning District,subject to the grant of both a Common Driveway and Site Plan Review Special Permit. 2. The Project will not overcrowd the land as the lot coverage is much less than otherwise allowed under the Zoning Bylaw. 3. The value of the land will be conserved as wetland resources will be protected. 4. Traffic congestion will be lessened and circulation improved by virtue of the common driveway and other access points onto the Property. Common Driveway Special Permit Memorandum -- Planning Board 2 5. No undue concentration of population will occur as a result of the proposed Project. 6. No impact to light and air will occur as a result of the Project. 7. There are no known hazards from fire or other danger resulting from the common driveway. 8. Adequate and appropriate facilities are available for utilities for the Project. 9. N/A 10. N/A. Stormwater management will be provided in accordance with the DEP Stormwater Management Policy and related guidance. 11. Adequate and appropriate amenities for the Project will be provided. Further,Section 10.31 of the Zoning Bylaw provides that the Planning Board shall not approve any such application for a Special permit unless it finds that in its judgment all the following conditions are met. The following lists the criteria and how these criteria are met. a. The specific site is an appropriate location for such a use,structure or condition. As the property is zoned for retail and office use,the site is an appropriate location for the proposed Project. The site design compliments the surrounding uses and provides for sufficient traffic and circulation improvements,as well as sufficient water,sewer and other utilities. Moreover,the proposed common driveway will serve to enhance the appropriateness of the location for the proposed use. b. The use as developed will not adversely affect the neighborhood character. The Project provides appropriate building,landscaping and screening setback from the adjacent properties. The character of the building will complement the architectural style of existing buildings in the neighborhood,and the use is well suited for its proposed location. Further,the common driveway will serve to enhance traffic circulation within and around the site so as not to adversely effect the neighborhood. C. There will be no nuisance or serious hazard to vehicles or pedestrians. Driveways,including the common driveway,have been located to provide for the best available sight distance along Berry Street and Turnpike Street. Site improvements have been designed to maximize on-site and off-site safety. For additional detail please refer to the enclosed Traffic Report prepared by DJK Associates,Inc. Common Driveway Special Permit Memorandum -- Planning Board 3 d. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. The project is adequately and appropriately serviced by municipal water and other utilities that adequately address the needs of the Project. Stormwater management facilities will provide adequate treatment of stormwater in accordance with applicable requirements. Gas station facilities will be designed and operated in accordance with federal and state regulations,as well as recommendations of the North Andover Fire Department. e. The use is in harmony with the general purpose and intent of this Zoning Bylaw. In addition to the reasons described herein and as shown on the Site Plans and other information submitted as part of the site plan review process,the proposed use is in harmony with the general purpose and intent of this Zoning Bylaw for the following reasons. First,the location of the proposed Project is ideally suited to perform a service function to the future redevelopment of the Route 114 corridor in this area of North Andover. Second,the siting of a facility,along with the proposed location of the common driveway,in the proposed location will complement existing and proposed uses in this general area of Route 114. Third,the project will substantially enhance the aesthetics of the property with new building design,landscaping and screening. Fourth,the Project will return a currently vacant and unused property back into productive use,and will provide an important source of new tax revenue to the Town. Fifth,based upon the Applicant's experience with similar facilities,the off-street parking provided is adequate to serve the uses of the property in a safe and effective manner. Lastly,the project,as shown on the Site Plans,complies with the Zoning By- Law. For these reasons,all of the proposed improvements and enhancements noted herein are in harmony with the general purposes and intent of Section 1 ("Purposes') of the North Andover Zoning Bylaw. V. REQUEST FOR APPROVAL For the above reasons,the Applicant,GFM General Contracting Corp.,respectfully requests that the Planning Board make the required findings and conditions described under Sections 2.30.1 and 10.31 of the North Andover Zoning Bylaw,and grant the Applicant's request for Common Driveway Special Permit Respectfully submitted, GFM General Contracting Corp. By,its attorneys, l t #ohn .�Smolak,Esq. Smolak&Vaughan LLP 820 Turnpike Street,Suite 203 North Andover,Massachusetts 01845 Common Driveway Special Permit Memorandum -- Planning Board 4 REQUIRED PARKING - 119 SPACES PROPOSED PARKING - 119 SPACES o ' Lfl 0) WLT OF AN ON TN£GROUND naD CHRISTOPHER R.MELLO PLS wV-19_1 It AND PRIVATP PLANS cu ON THE REFEIYaCED PLANS DEEDS A A D SURVEY AS OF 7MIS DATE ('I,J 13: iVTI:'iV 7M AS 70 PROPERTY AIL£ 'NCE 7F LlRMI"E V OP UMECOPDED IFAU 7:1g1MIAMW ri7T!ALL APPUCANZ � (1 WS 49OWWNG 7HE MAMIMLS AND rj�a'�EW `[� 6' DDN OF ANY&PROMWENTS DEPIC70CTI L1M+Y LOT 8 'A sem '✓' R•+g' 88.2451 SF U) �,s 2.026± Acs N �'` MAP 106D LOT EnN � / i 10 A 9' O • 177" Q 'a:074fWCP 1 H LOP'M 4MJ8w11yuT.,t �-• r 1 5{ ALL PROPOSED EDGING SMALL BE VERTICAL GRANITE CURB k t p+ lsjJ 1 )3 SP EES 9 tl 117 ~ tr'II AP 106D LOT 47 j $g Tai 1111 I 1r ago wcx ST. � 9UI mmol l PAVRIM k tY SPA B' o q' e-i I I 0i tPROPOSED 0) lJ { EASEMM7 PROP BIT. CONC.PARKING LOT CI LO :> 1 s-1 p k (,o Q � la sP o' q 1'7M1• � J 1 e4 I r4woun 9UAfJftL PROPOSED SIGN(7' w SGRI f3.TD' PROP-STOW 1AASMY RE-T.WALL O L U1 LL R0. 1tY0 U- t[ k.,� F-'fzoPOSE'sa �3.�tLVe>vJoy�CDIFICA`t>;ow� p- W-*-1cs. J t2our E I I.4-� Q mlJ. 4acoarm, "L". .-J1 -Jlv %1,7-001, N the North Andover Planning Board sm" LP1 Z ti F- Abutter to Abutter( ) Building Dept. ( ) Conservation ( ) Zoning ( ) Page: 1 Town of North Andover Abutters Listing REQUIREMENT: MGL 40A,Section 11 states in part"Parties in Interest as used in this chapter shall mean the petitioner, abutters,owners of land directly oppositeon any public or private way,and abutters to abutters within three hundred(300)feet of the property line of the petitioner as they appear on the most recent applicable tax list.not withstanding that the land of any such owner is located in another city or town,the planning board of the city or town,and the planning board of every abutting city or town." Subject Property: MAP PARCEL Name Address 106.D 46&47 Jean Proux 1812 Turnpike Street,North Andover,MA 01845 Abutters Properties Map Parcel Name Address 106.D 45 John Hagerty 1874 Turnpike Street,North Andover,MA 01845 106.D 63/74/75 One Hundred Fourteen Tr 51 Mount Joy Drive,Tewksbury,MA 01876 106.D 33 Frank Fiore 16 Berry Street,North Andover,MA 01845 107.B 171/172 Mesiti-Moore's Falls 100 Andover By-Pass,North Andover,MA 01845 107.8 161 Jyotirijiban Bhattacharya 40 Amberville Road,North Andover,MA 01845 107.E 170 Marco Paltotta 11 Anvil Circle,North Andover,MA 01845 107A 156 Robert Carroll 21 Amberville Road,North Andover,MA 01845 107.8 157 Hemendra Shah 17 Amberville Road,North Andover,MA 01845 107.B 158 Nadarajha Subramanian 14 Amberville Road,North Andover,MA 01845 107.8 159 Ajay Bhandari 20 Amberville Road,North Andover,MA 01845 107.8 160 Aashu Virmani 30 Amberville Road,North Andover,MA 01845 107.B 174 Paul Ames 5 Anvil Circle,North Andover,MA 01845 107.B 162 Anthony Gouveia 50 Amberville Road,North Andover,MA 01845 107.8 77 Qing He 1845 Turnpike Street,North Andover,MA 01845 107.B 80 Nursing&Retirement 200 Blackstone 3rd.Fl.Andover MA 01810 This certifies that the names appearing on the records of the Assessors ffice as of Cortified b • ate > o This certifies that the names appearing on the records of the As•.ssors ffice as of Certified is Date r REE CE I V E 0 Town of North Andover Planning Department 2007 MAR - AN11: 07 0 1600 Osgood Street,Bldg.20,Suite 236 North Andover,Massachusetts 01845 ; i" , Phone: 978-688-9535 Faj 978-688-9542 f5m A ;-,, . a WAIVER REQUEST TO: FROM: 1 G r' SYYI. U L A (3( M 69-M r-a t 6A 47{tiC DATE: Ma y-c k SUBJECT: ****ss**s*s*********ss*s*s*ss*s*s*s*s****s*ss**s*ssssssssss*s**sssss*ss***ss*****s*sss*sss*ss*** I HEREBY REQUEST A WAIVER OF TIME CONSTRAINTS FOR: FILL IN TYPE OF APPUCATION FOR PREMISES LOCATED AT: I o" ►7a© - Ia3d I rnptke FILL IN ADDRESS IN ORDER FOR THE PLANNING BOARD TO BRING IN A DECISION UNTIL SUCH DATE: FELL IN DATE r SIGNA OF ANT O LICANT'S REPRESENTATIVE: /v SMOLAK & Y AUGHAN John T. Smolak, Esq. T 078-327-5215[„F;y979-?_'7-5219 ATTORNEYS A� L tt '4f1 .jsmalai��`�o{xkWx��haa co0 2001 MAR 14 Alt 10: 5 9 March 13,2007 `s 6�j J# VIA E-MAIL Albert P.Manzi,III,Esq.,Chairman Zoning Board of Appeals Town of North Andover 1600 Osgood Street North Andover,Massachusetts 41$45 RE: Petition for Variance Property: 1812,1820188 Turnpike Sheet Owner/Applieanti GFM General Contractin, Cor,, . Dear Chairman Manzi On behalf of the Applicant,GFM General Contracting Corp.,we respectfully request to continue the pending variance petition to the Board`s next meeting scheduled for Tuesday,April 10,2007,at which time we would also request the Board's reconsideration of its vote on a finding. Please feel free to contact my office with any further questions or concerns. ` erely, Am Smalak JTS/ cc: GFM General Contracting Corp.,Gino Fodera,President Chris Huntress,RLA,Huntress Associates James MacDowell,Eastern Land Survey Associates,Inc. MAKD13 nut BOARD OF APPEALS Jefferson Office Park,820 Turnpike Street,Suite 203,Alorth Andover,MA 01 W W W.SMOLA KVAUGIUN.COM Town of North Andover To"Cirrk Tim Sump ZONING BOARD OF APPEALS R I:_�E'lV E D Albert P.Manzi Itl,Esq.Chainwn 4 Ella P.Mclatyre,Vire-Chajimm RiLtard J.Byers,EN.Clfr,~ �� }�;( } ANI�S t t�� if 0 Joseph D.ljGra,sc David R.Webster Aswdate Members Thomas D.1ppolitorr Richard M.Vaillancourt , , �'a ,;+a , Daniel S.Braesc,Esq. Date 14,A Town of North Andover Zoning Board of Appeals 1600 Osgood Street North Andover MA 01845 Please be advised that I have agreed to waive the time constraints for the North Andover Zoning Board of Appeals to make a decision regarding the granting of a �Varia Special Permit Comprehensive Permit(40B) Finding for property located at: STREET:____- &Mh 11.)c— 1130 j v V"ri L)1 lee MAP: _-- '�'Q1PARCEL.: �(� TOWN: North Andover,MA 01845 TO MEETING,DATE(S): r. l NAME OF PETITIONER: 3 EAE C 1c{v( MkCf rnr, Inc - SIGNED: .^C Petitioner(or petitioner's tive) 16W Qs90cxf Street,Building 20-suite 2.36,North Andover,Mamchusews 01845 U 1� 5-9541 Fax-978.6W9542 Web-www.hrxwf wdhandovcr pom MAR 13 [UU/ BOARD OF APPEALS MOLAK & VAUGHAN John T. Smolak, Esq. T 9787,,327,-4�,15 1 F: 978-327-5219 A ; L A .$k, Q�� ' s4�it � �tian.com 2007 JAN-4 P! 42 J Ij YO� A�SSAr,1 S�.T NORTH By Hand Joyce Bradshaw,Town Clerk Town of North Andover Town Hall 120 Main Street North Andover,Massachusetts 01845 RE: Application for Site Plan Review Special Permit Property: 1812,1820-1830 Turnpike Street Owner/Applicant: GFM General Contracting Corp Dear Ms. Bradshaw: On behalf of the Applicant,GFM General Contracting Corp.,enclosed for filing with the Town Clerk and Planning Board are twelve(12)copies of the Application for Site Plan Review Special Permit,Memorandum in Support of Site Plan Review Special Permit,and accompanying Site Plans. Also enclosed are two checks payable to the Town of North Andover,including an application fee of$2,213.63,as well as a review fee in the amounts of $3,000.00. Please date-stamp the duplicate copy of this letter and return the same to me. Thank you for your assistance with this matter,and please feel free to contact my office with any further questions or concerns. Sincerely, hn T.Smolak JTS/ cc: GFM General Contracting Corp.,Gino Fodera,President Chris Huntress,RLA,Huntress Associates James MacDowell,Eastern Land Survey Associates,Inc. Jefferson Office Park,820 Turnpike Street,Suite 203,North Andover,MA 01845 W W W.SMOLAKVAUGHAN.COM 5 KoerH Town of North Andover Office of the Planning Department Community Development and Services Division �r 1600 Osgood Street * North Andover,Massachusetts 01845 http://w-tvw.to-.vnofnorthandover.com 227 JAN _,1_ pt ",.R U Town Clerk Time Stamp'�#t �Ssac►+us T I Lincoln Daley P 978-688-9535 �lA S AC.14"" Town Planner F 978-688-9542 Town of North Andover Planning Board Please type or print clearly: 1. Petitioner: GFM General Contracting Corp. Address: 325 North Main Street,No. 15B,Middleton,MA 01949 Telephone Number: (617) 877-9963 2. Owners of the Land: Jean Paul R. Proulx Address: 1812 Turnpike Street, North Andover,MA 01845 i Telephone Number:_ Number of years ownership: 47 Years If applicant is not the owner, please state interest in property:Applicant has entered into a Purchase Agreement with the Owner. 3. Request for a Special Permit under Sections 8,3(2)(a)(i) & 10.3 of the North Andover Zoning Bylaw seeking a Site Plan Special Permit for the construction of a 25,900+/- s.f. retail/office building to be located at 1820- 1830 Turnpike Street. 4. Location of Property: 1812, 1820-1830 Turnpike Street (Route 114) Zoning District: General Business (GB) Assessors: Map: 106D Lot# 46 and 47 Registry of Deeds: Book#:902 Page# 119 5. Existing Lot: (VACANT) Lot Area (Sq. Ft): 88,245 Building Height: N/A Street Frontage: 383.85 Side Setbacks: N/A Front Setback: N/A Rear Setback: N/A Floor Area Ratio: N/A Lot Coverage: N/A 6. Proposed Lot(if applicable): Lot Area (Sq. Ft): 88,245 Building Height: 44.6 Street Frontage: 383.85 Side Setbacks: 95 Front Setback: 106.00 Rear Setback: 36 Floor Area Ratio: NIA Lot Coverage: 23.92% 7. Required Lot(as required by Zoning Bylaw); Lot Area(Sq.Ft.): 25,000 Building Height: 45 Street Frontage: 125.0 Side Setback: 25(1) Front Setback: 100.00 Rear Setback: 35 (1) Floor Area Ratio: N/A Lot Coverage: 35.00% (1) Setback may be required to be increased by 15 feet where locus is determined to abut a residential zone. 8. Existing Building(if applicable):N/A Ground Floor(Sq.Ft.) #of Floors Total Sq.Ft.; Height: Use: Type of Construction: 9. Proposed Building: Ground Floor(Sq.Ft.) 11,025 #of Floors 2 Total Sq.Ft.; 25,909 Height: 44.6 ft. Use: Commercial(Office/Retail) Type of Construction: Wood Frame 10. Has there been a previous application for a Special Permit from the Planning Board on these premises?Yes.. If so,when and for what type of construction?The site received a Site Plan Special Permit by Decision,dated December 20,2001 for the construction of a 2-story clapboard and wood/metal frame office/retail building. Such approval has expired and was not used. 11. Petitioner and Landowner signature(s): Every application for a Special Permit shall be made on this form which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's Office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or Planning Office does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements,as cited herein and in the Planning Board Rules and Regulations may result in a dismissal by the Planning Board of this application as incomplete. GFM General Contracting Corp. By i attorne molak&Vaughan LLP Petitioner's Signature: Print or type name her .Gino Fodera,President *Jean Paul R Proulx,by the Applicant,GFM General Contracting Corp.pursuant to Owner letter of Authorization,B p lice t' tto a s,Smolak&Vaughan LLP Owner's Signature:* Print or type name here: Paul R.Proulx TOWN OF NORTH ANDOVER PLANNING BOARD APPLICANT: GFM GENERAL CONTRACTING CORP. OWNER: JEAN PAUL R. PROULX PROPERTY: ASSESSOR MAP 106.1)PARCELS 46 and 47 1812, 1820-1830 TURNPIKE STREET,NORTH ANDOVER MEMORANDUM IN SUPPORT OF APPLICATION FOR SITE PLAN REVIEW SPECIAL PERMIT (Sections 8.3 and 10.3 of North Andover Zoning Bylaw) I. INTRODUCTION GFM General Contracting Corp. is the applicant (the "Applicant") seeking site plan approval of a proposed 25,909 +/-s.f. retail/office building"Project" as further described below. Specifically,the Applicant is the prospective purchaser of certain real property consisting of 2.026 acres (88,245 s.f.), known and numbered as 1820-1830 Turnpike Street, located between Turnpike Street(Route 114) and Berry Street and is designated on the Town Assessor's Maps as Map 106D, Lot 46, along with a 4,085 s.f. portion of said adjacent lot,known and numbered as 1812 Turnpike Street, shown on the Town Assessor's Maps as Map 106D, Lot 47 over which the Applicant has obtained easement rights to the west of the building site (also owned by the Owner) to construct parking, landscaping and other improvements as shown on the Site Plans attached hereto as Exhibit A (the"Property"). The Property is owned by Jean Paul R. Proulx (the "Owner"). The Owner acquired the Property by deed from Ernest J. Morin, dated September 23, 1959 as recorded at Book 902,Page 119 of the Essex County North District Registry of Deeds. The Property is located in the General Business ("GB") Zoning District,where the proposed use of the Property as a mixed commercial use (retail/office) is permitted by right,subject to site plan review. Please also note that the Planning Board previously voted to grant a special permit/site plan approval by decision, dated December 20, 2001, to the Owner for the construction of a "two-story clapboard and wood/metal frame office/retail building" on 1820-1830 Turnpike Street(the "2001 Decision"). The 2001 Decision,however, has since expired. Il. PROPOSED PROJECT The Applicant,GFM General Contracting Corp.,proposes the following project, including: a the construction of a two-story traditional style commercial office and ( ) rY retail building of 25,909 square feet in size,including; Site Plan Review Memorandum -- Planning Board 1 i 9,184 s.f. of first floor space, of which 5,840 s.f. would be dedicated to general retail use, and 3,344 s.f. of first floor space would be dedicated to a specialty retail convenience market use;and, (ii) 10,911 s.f. of second floor office space, along with 5,814 s.f. of storage space available in the attic above the second floor; (iii) and having a building exterior which includes a combination of brick, simulated stucco and millwork to provide a residential scale to complement and serve as a transition to the current and proposed residential uses adjacent to the Property. (b) the construction of a total of 98 parking spaces,along with Colonial-style lighting as shown on the Landscaping Plan attached hereto; (c) the construction of a main site access drive to be located on Route 114,with two (2) secondary drives located along Berry Street; and, (d) the extensive re-landscaping and re-vegetation of the front, side and rear yards as shown on the Landscaping Plan. -- A set of building elevation plans is attached as Exhibit B. -- A perspective rendering of the building and other site improvements is attached as Exhibit C. -- A Landscal2ing Plan for the Property is attached hereto as Exhibit D. Collectively,the proposed improvements as described above and as shown on Exhibits A through D shall be referred to as the Project. II. REQUIRED RELIEF Based upon our preliminary review of the proposed improvements,and after a meeting with the Building Commissioner, the Applicant has determined that a Site Plan Review Special Permit will be required to be issued by the Planning Board in accordance with Sections 8.3 and 10.3 of The Zoning Bylaw of the Town of North Andover, as most recently amended in May, 2006 (the "Zoning Bylaw'). In addition to approvals required from the Planning Board, the proposed Project will require either a finding by the Zoning Board of Appeals(or in the alternative, a rear yard setback variance) to enable the building to be constructed a distance of 36 feet from Berry Street,a Wetlands Order of Conditions issued by the North Andover Conservation Commission, local sewer and water connection permits to be issued by Site Plan Review Memorandum -- Planning Board 2 the Department of Public Works, and various licenses and other approvals to be issued by the Board of Health as well as the Board of Selectmen in its capacity as licensing Authority. In addition,the Project will require the issuance of a curb cut permit from MassHighway. Over the course of the past six months,representatives of the Applicant have met with individual representatives of the Planning Department, the Building Department, Board of Health,Fire Department, and Conservation Commission. The Applicant's Project was also reviewed by the Towns Technical Review Committee (TRC). As a result of those meetings and consultations, a number of their recommendations have been incorporated into the Site Plans. IV. SITE PLAN REVIEW AND SPECIAL PERMIT CRITERIA Section 8.3(6) and Section 10.31 of the Zoning Bylaw list the criteria by which the Planning Board will evaluate the Project as part of its site plan review special permit process. A description of these criteria, and how the Project meets such criteria,are described as follows: SITE PLAN REVIEW CRITERIA(Section 8.3) GENERAL a. Conformance with all appropriate provisions of the Zoning Bylaw. The proposed uses of the site for retail/office uses are uses allowed by right in the General Business(GB) Zoning District. Except for the rear yard setback which is subject to both a pending request for finding and petition for variance, the Project conforms to all dimensional criteria listed in Section 7,including but not limited to,Table 2(Summary of Dimensional Requirements),of the North Andover Zoning Bylaw. Compliance with dimensional requirements is summarized on the Site Plans as well as on the Site Plan Review Application Form. b. Protection of abutting properties from detrimental site characteristics. The Project provides appropriate building setbacks from the adjacent properties. The adjoining properties are zoned both Village Residential(VR) as well as Residential-3 (R-3),and will not be negatively impacted by the proposed Project. In fact,the Project in fact will provide an essential service and complement the surrounding uses. Site Plan Review Memorandum -- Planning Board 3 ENVIRONMENTAL a. Protection of unique or important natural,historic or scenic features. The majority of the site is cleared and is maintained by routine mowing activities. Woody vegetation is limited to a tree overstory along the eastern and northeastern property boundaries. All trees located outside the development limits will be preserved. Wetland resource areas will not be impacted,as the 25- foot Non-Disturbance Zone described in the North Andover Wetlands Protection Bylaw will be maintained,and other storm water management Best Management Practices(BMPs)measures will be implemented to protect wetland resource areas. Additionally,a Buffer Zone Enhancement Plan will be implemented within the 25-foot No-Disturbance Zone to re-vegetate areas previously altered by mowing activities. b. Adequacy of proposed methods of refuse disposal The Project includes a disposal area located to the northeast side (or rear) of the Property. The disposal area (which will be screened with a six-foot chain link fence with privacy slats)will adequately handle the needs of the building,and provide for appropriate screening of the facilities. Solid waste disposal would be handled by a private commercial hauler. C. Ability of proposed sewage disposal and water supply systems within and adjacent to the site to serve the proposed use. The Project will be connected to the municipal water system and sewer system which ties into a main located in Turnpike Street. Based upon the Project Engineers discussion with the DPW,sufficient capacity exists within the municipal system to accommodate the proposed Project's water and sewer needs. d. Adequacy of the proposed drainage system within and adjacent to the site to handle the increased runoff resulting from the development. A sub-surface drainage system is being proposed,and accommodates all runoff resulting from the development. This system employs Best Management Practices and includes the installation of deep sump catch basins,an infiltration bed,and stormceptors which will provide pretreatment of stormwater runoff.All drainage and runoff systems are designed to prevent the contamination of groundwater,and drainage and runoff will be recharged onsite. Site stormwater will be managed in accordance with the DEP's Stormwater Management Policy and related technical guidance,and will also be separately reviewed as part of the wetlands review process by the North Andover Conservation Commission. Please refer to the enclosed excerpt from the Stormwater Management P ement Re ort attached as Exhibit E for additional information. Site Plan Review Memorandum -- Planning Board 4 e. Provision of adequate landscaping,in including the screening of adjacent residential uses,provision of street trees,landscape islands in the parking lot and a landscape buffer along the street frontage. As noted above,the majority of the site is cleared and is maintained by routine mowing activities. Woody vegetation is limited to a tree overstory along the eastern and northeastern property boundaries. All trees located outside the development limits will be preserved. This submission also includes a Landscape Plan providing proposed landscaping within the parking lot,side yards,rear yards and front yard areas which show additional buffering and screening areas. A copy of the Landscape Plan is attached. f. Adequacy of the soil erosion plan and any plan for protection of steep slopes,both during and after construction. All proposed grades within landscape areas will not exceed 2:1,and all slopes will be stabilized both during and after construction. The Applicant will take particular care with respect to maintaining enhanced erosion and sedimentation controls to avoid impact to both on-site wetlands and adjacent properties. g. Protection of adjacent properties by minimizing the intrusion of lighting,including parking lot and building exterior lighting. A lighting facilities plan has been provided as a part of this submission. Lighting will not cause glare and will minimize spillover onto adjacent properties or streets. h. The proposed development must not present a demonstrable adverse impact on the surrounding area resulting from excessive noise,dust, smoke, or vibration which are higher than levels now experienced from uses permitted in the surrounding area. The proposed use is to be located adjacent to Route 114 and is surrounded by commercial,residential and agricultural uses. The Project includes the construction of a retail/office building similar to that previously approved by the Planning Board in 2001,but substantially enhanced in appearance from that project approved in 2001. The Project layout has been designed to ensure that there will be no long-term impact on the surrounding area from excessive noise, dust,smoke or vibration. Site Plan Review Memorandum -- Planning Board 5 DESIGN a. Buildings shall be located with respect to setbacks,placement of parking,landscaping and entrances and exits with surrounding buildings and development. The proposed site plan conforms to the required building setbacks except as otherwise provided above,and no conflict will exist between this site and the existing parking,landscape,entrance or exit of another adjacent use. The Traffic Impact and Access Study(the"Traffic Report")provides additional detail on the adequacy of site circulation as related to existing surrounding buildings and development. A copy of the Traffic Report is attached as Exhibit F. b. The buildings shall relate harmoniously to each other in architectural style,site location and building exits and entrances. The Colonial style of the proposed building has been designed in a manner to blend into the area architectural style, and will complement the surrounding neighborhood. A set of architectural elevation plans is attached as part of the Site Plans. C. Screening shall be provided for storage areas,loading docks,dumpsters, rooftop equipment,utility buildings and similar features. The proposed refuse area will be screened with a 6' chain link fence enclosure with privacy slats. All mechanical,electrical and HVAC units have been either located within the building or will be suitably screened,and will not be visible, or create a nuisance,to surrounding properties. d. Electric,telephone,cable t.v.,and other such lines and equipment must be placed underground. All utilities on the Property will be located underground.Please refer to the enclosed utility plan shown as part of the Site Plans for more detailed information. e. Demonstrate that the scale,massing and detailing of buildings are compatible with those prevalent in the surrounding area. The Project structures will be designed to respect the scale and style of the buildings in the surrounding neighborhood. Please refer to the attached architectural renderings and elevations for additional detail. Site Plan Review Memorandum -- Planning Board 6 TRAFFIC/PARKING a. The location and number of curb cuts shall be minimized to reduce turning movements,and hazardous exits and entrances. The location and number of curb cuts proposed has been reviewed and is appropriate for the proposed use,as further described in the Traffic Report. The driveway has been designed to provide sight lines that exceed minimum requirements for safe stopping distances.The proposed landscaping and signs in the vicinity of the site driveway have been located sufficiently back from Turnpike Street so as not to impede the available sight distances.Turns into the site driveway will operate at level-of-service (LOS) B or better during the peak hours. Exiting movements from the site driveway will operate at LOS D or better during the peak hours. b. Provision for access to adjoining properties shall be provided as appropriate. .The Applicant has examined the feasibility of extending access from the 1820-1830 Turnpike Street onto and through to the existing access point onto Route 114 through the Equestrian Shop entrance at 1812 Turnpike Street. Although the project has been granted easement rights to use a portion of 1812 Turnpike Street for parking,landscaping and other improvements, the Applicant has been unable to secure rights from the Owner to access across 1812 Turnpike Street westerly through the existing driveway onto Route 114. Moreover, given the presence of existing wetland resource areas and buffer zones located to along the easterly boundary of 1820-1830 Turnpike Street, it is not feasible to extend access onto the property abutting the Property to the east. C. Driveways shall be located opposite each other wherever possible. Given the odd-shaped configuration of the Property, and the resulting difficulty in placing driveway access points in a manner which will maximize efficiency and safety of pedestrian and vehicular access, it is not possible to locate driveways opposite of one another and still maintain safe and effective traffic circulation both on and adjacent to the Property. d. Joint access driveways between adjoining properties shall be encouraged. To the extent a new use is made of the Equestrian Shop premises, joint access driveways will be re-examined at that time. As noted above, Site Plan Review Memorandum -- Planning Board 7 a connection may not be feasible due to the inability of the Applicant to secure through access onto 1812 Turnpike Street. e. Internal circulation and egress shall provide for traffic safety,and access to and from minor streets servicing one family dwellings shall be minimized. Internal circulation has been designed to minimize conflicts between vehicles and pedestrians,all as more detailed in the Traffic Impact and Access Study. Further,although access is provided onto Berry Street,such access is safe and effective to enhance traffic circulation on and adjacent to the property. SPECIAL PERMIT APPROVAL CRITERIA (Section 10.31) Section 10.31 of the Zoning Bylaw provides that the Planning Board shall not approve any such application for a Special permit unless it finds that in its judgment all the following conditions are met. The following lists the criteria and how these criteria are met. a. The specific site is an appropriate location for such a use,structure or condition. As the property is zoned for retail and office use,the site is an appropriate location for the proposed Project. The site design compliments the surrounding uses and provides for sufficient traffic and circulation improvements,as well as sufficient water,sewer and other utilities. b. The use as developed will not adversely affect the neighborhood character. The Project provides appropriate building,landscaping and screening setback from the adjacent properties. The character of the Colonial-style building will complement the architectural style of existing buildings in the neighborhood, and the use is well suited for its proposed location. C. There will be no nuisance or serious hazard to vehicles or pedestrians. Driveways have been located to provide for the best available sight distance along Osgood Street. Site improvements have been designed to maximize on-site and off-site safety. For additional detail please refer to the enclosed Traffic Report prepared by DJK Associates,Inc. d. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. Site Plan Review Memorandum -- Planning Board 8 The project is adequately and appropriately serviced by municipal water and other utilities that adequately address the needs of the Project. Stormwater management facilities will provide adequate treatment of storrnwater in accordance with applicable requirements. Gas station facilities will be designed and operated in accordance with federal and state regulations,as well as recommendations of the North Andover Fire Department. e. The use is in harmony with the general purpose and intent of this Zoning Bylaw. In addition to the reasons described herein and as shown on the Site Plans and other information submitted as part of the site plan review process,the proposed use is in harmony with the general purpose and intent of this Zoning Bylaw for the following reasons. First,the location of the proposed Project is ideally suited to perform a service function to the future redevelopment of the Route 114 corridor in this area of North Andover. Second,the siting of a facility in the proposed location will complement existing and proposed uses in this general area of Route 114. Third,the project will substantially enhance the aesthetics of the property with new building design,landscaping and screening. Fourth,the Project will return a currently vacant and unused property back into productive use,and will provide an important source of new tax revenue to the Town. Fifth,based upon the Applicant's experience with similar facilities,the off-street parking provided is adequate to serve the uses of the property in a safe and effective manner. Lastly,the project,as shown on the Site Plans,complies with the Zoning By-Law. For these reasons,all of the proposed improvements and enhancements noted herein are in harmony with the general purposes and intent of Section 1 ("Purposes") of the North Andover Zoning Bylaw. V. REQUEST FOR APPROVAL For the above reasons, the Applicant, GFM General Contracting Corp.,respectfully requests that the Planning Board make the required findings and conditions described under Sections 8.3 and 10.31 of the North Andover Zoning Bylaw, and grant the Applicant's request for Site Plan Approval. Respectfully submitted, GFM General Contracting Corp. By is attorneys, Tohn T. Smolak, Esq. Smolak&Vaughan LLP 820 Turnpike Street,Suite 203 North Andover, Massachusetts 01845 Site Plan Review Memorandum -- Planning Board 9 ,AORTN down Clerk Time Stamp IVED 2601 JAN 24 AN 11: 25 �p�RATt Oe rPp�y��? �s S 4C1"4U5F� ZONING BOARD OF APPEALS fommunity Development Division NORTH A.'491,0WE—ul MASS A CH Date Nvmy a.? a&D To: Town of North Andover Zoning Board of Appeals 1600 Osgood Street North Andover MA 01845 Please be advised that I have agreed to waive the time constraints for the North Andover Zoning Board of Appeals to make a decision regarding the granting of a ariannc Special Permit Comprehensive Permit(40B) mdin for property located at: STREET: 182-0-1,63 0 MAP: f D 6 1 PARCEL: q6 TOWN: North Andover MA 01845 TO MEETING DATE(S): CE6 . 20. ZOX NAME OF PETITIONER: 6 (A Ge1Uenf96- 60.'JM.4C-171U6 C09-10- :Z SIGNED: 2 6 - Vy 0J Petitioner(or e itioner's representative) 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9541 fax 978.688.9542 Web www.townofnorthandover.com e C�� PUBLIC HEARING NOTICE NORTH ANDOVER PLANNING BOARD For publication Tuesday January 169 &23, 2007. In accordance with the provisions of M.G.L. Chapter 40-A, Section 11, the North Andover Planning Board will hold a public hearing as follows: Purpose of Public Hearing: Application for Site Plan Review Special Permit under Section 8.3 (2)(a)( i & 10.3 of the North Andover Zoning Bylaw to permit the construction of a two story retail office use of 25,909 s.f. +/=with associated parking & landscaping within the General Business zoning district Applicant/Petitioner: GFM General Contracting, Group 325 North Main Street, #15B, Middleton, MA 01949 Owner: Jean Paul R. Proulx 1812 Turnpike Street, North Andover, MA 01845 Address of Premises Affected; 1812, 1820-1830 Turnpike Street Assessors Map and Lot: Map 106D Lot 46&47 Public Hearing Date&Time: Tuesday, February 6, 2007@ 7:00 pm Location of Public Hearing: North Andover Town Hall, 120 Main Street, 2 floor conference room. Any person interested or wishing to be heard on the proposed plan should appear at the time and place designated above. r SJ I, G, ,- Q t%ORTH A Town Clerk Time Stamp �4 �YW (1 { �RSSACHUSE��S 200j�'g FED22 IN ZONING BOARD OF APPEALS Community Development Division u`'J Date To: Town of North Andover Zoning Board of Appeals 1600 Osgood Street North Andover MA 01845 Please be advised that I have agreed to waive the time constraints for the North Andover Zoning Board of Appeals to make a decision regarding the granting of a Variance Special Permit Comprehensive Permit(40B) Finding for property located at: STREET: 6 eZy - If 20 lb,2 MAP: PARCEL: TOWN: North Andover MA 01845 TO MEETING DATE(S): C-—Y 1? 2002 NAME OF PETITIONER: �'I—,M Gerveyt A` SIGNED: Petitioner(or titi er's representative) DffCE8FX FEB 2 n . BOARS1600 Osgood Street,North Andover,Massachusetts 01845 OFAppEAL3 Phone 978.688.9541 Fax 978.688.9542 Web www.towoofnorthandover.com RECEIVED TOWI` OFFICE. TO: FAX # 6 FROM: Mary, Planning Assistant , FAX #978-688-9542 - PHONE #978-688-95351 =: Please sign your name and fill in address of premises affected, fill in current date, return same to fax #978-688-9542. Thank you. "QUEST FOR A CONTINUANCE" NAME: FM G - _ ADDRESS OF PREMISES AFFECTED: 5 ) 1 k S . PHONE NUMBER: AREA CODE:_( g } 3P--7 "I WISH TO REQUEST A CONTINUANCE UNTIL THE NEXT SCHEDULED PLANNING BOARD MEETING, THEREFORE WAIVE THE TIME CONSTRAINTS FOR ISSUING OF ANY AND/ALL DECISIONS RELATIVE TO ANY/AND ALL PERMITS OF THE PLANNING BOARD FOR THE TOWN OF NORTH ANDOVER, MA. SIGNED BY PETITIONER OR REPRESENTATIVE: QAA , r Signature 411 DATE: �,,./6,0 fill in current date WCONTINUEANCE NOV-01-2006 11:41 From: To:9786889542 P.2/2 � gORYN � Town Clerk Time Stemp p " EI Ed _ I CE ACH1jj4.t���. 2006 NOV 16 PM 1. 13 ZONING BOARD OF APPEALS (ommunity Development Division '€ ,' v A S S >7E I p Date lIkVGmt O, Town of North Andover Zoning Board ol'Appcals 1600 OsSood Street North Andover MA 01 R45 Plcasc be advised that I have agreed to wJiiivc the;time constraints for the North Andover Zoning hoard of Appeals to make a decision regarding the granting of a J►.1'Li1J1,, Special Penult (:'omprehcttsivc. Permit(4013) uI lII 166 ltrJ►perly IOUted at: qT>z r F,T: 18;10-1930 I gwl S",virorr MAJ': 06 .D PA R.CEL: yd TOWN: Norah Andover.'MA 01$4 _ To M F FTiNG DATE(S): iANt.,t 4&y 9 ZDD NAME.Ut7- MITION ,/6FM G&NruAL Zuwr or. ,rw `tGN E D: 1 ''1 4444 G• W6.14.4 IFO., I'etitioncr(or p ti 'Boer's rcprescnta6ve) 1600 0s400d Strect,Noolh Andover.Mossorhusetis 01845 Phone 918.688.9341 fax 918.6889547 Web www.few4oteorlbeedorai own f D� _rr 6 2006 f'`` SMOLAK & VAUGHAN -, John 'r. smolak — —_--_. T 978-327-52151 H 978-327.5219 ATTORNEY AT LAS Jsmola TKP—N ncom r r 2007 APR -3 Pry k 02 April 3,2007 By E-Mail R. A,.� ` Richard A. Nardella,Chairman Planning Board Town of North Andover Town Hall 1600 Osgood Street North Andover, North Andover,Massachusetts 01845 RE: Application for Site Plan Review Special Permit Property: 1812,1820-1830 Turnpike Street Owner/Applicant: GFM General Contracting Corp. Request to Continue Hearing Dear Mr. Nardella: On behalf of the Applicant,GFM General Contracting Corporation,we respectfully request the Board to vote to continue the hearing scheduled for April 3,2007 to the Board meeting scheduled for May 1,2007. The reason for the request is to allow the Applicant to finalize plan changes, and to hopefully obtain a final sign-off from the Board's peer review consultant prior to May 1, 2007 meeting. Also attached is a waiver of time constraints for your files. Please feel free to contact my office with any further questions or concerns. Sincerely, John T.Smolaic JTS/ cc: GFM General Contracting Corp. Jefferson Office Park,820 Turnpike Street,Suite 203,North Andover,MA 01845 WW W.SMOLAKVAUGHAN.COM r1l'-CEIVED E UW` C r u'et ,t 2007 APR -3 PH 1: 02 Town of North Andover WORT111 ; 1[10 Planning Department . - 1600 Osgood Street,Bldg.20, Suite 2-36 North Andover,Massachusetts 01845 Phone: 978-685-9535 Fax: 978-688-9542 WAIVER REQUEST TO: �tY�LD�✓I 7J)r,1,eh�r FROM' 3 --Mo kk- DATE: /TeYII j 3, -�vo 7 SUBJECT: 'R f j V f-A Tvr W a ly,P r a k ra ik XMRµkR$3$BF k N F6k8kk AYE`%#4@>k Md#+k>%Nk+4$'R�+k+M$$$$$$$&Yk$$$$$*k$$$llRol%ik$krk 4Rr rk$+RN#+ki#k$i hAtB!<kMk 19#!M I HEREBY REQUEST A WAIVER OF TIME CONSTRAINTS FOR: Site Plan Review Special Permit FILL IN TYPE OF APPLICATION FOR PREMISES LOCATED A1; IS I 2-1820-1830 Turapike Street FILL IN ADDRESS IN ORDER FOR THE PLANNING BOARD TO BRING IN A DECISION UNTIL SUCH DATE: May 10,2007 FILL IN DATE A,� rtE SIGN E 6TrAPPLICANT OR APPLICA REPRE NTATIVE: WAIVERgeneric EXHIBIT A Site Plans Site Plan Review Memorandum -- Planning Board r 1.7� V�'L OP1�1 IVT P�'R1�ilIT PL�4N �_Nc\ 3 11�70i a.' _ 111�R�4 G.� C01VT�A CT-LVC CORP. aaw 820 _ 1830 TURIVPII��' ,S'TRU 'T For Registry Use Only T� 1 HEREBY CER17FY THIS PLAN CONFORMS 1 TO THE RULES AND REGILA7ICNS OF THE REGISTERS OF DEEDS OF THE COMMON- W£ALIHOF MASSACHUSETTS. ORTT A T O TTR, ffA SSA T SETTS z 2 GDRAWING INDEX GENERAL NOTES SHEET I INDEX MAP SHEET 2 EXISTING COND/77 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD SHEET 3 SITE LAYOUT PLANV S PLAN �O SURVEY AND PUBLIC AND PRIVATE PLANS SHEET 4 SITE GRADING PLAN 2) U77LI77ES SHOWN ARE BASED UPON FIELD SURVEY AND SHEET 5 SITE UTILITY PLAN g RECORD PLANS AND ARE NOT NECESSARILY INDICA77W OF SHEET 6 S 7F DET LS MANAGEMENT DETAILS UNDERGROUND CONDI770NS SHEET 7 SITE DETAILS 4 -N o 1 3) 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND i DETERMINING 7HE LOCA7701V, SIZE AND ELEVA77ON OF ALL EXIS77NG U77LI770%.SHOWN OR NOT SHOWN ON THESE PLAN$ PRIOR TO ANY CONSTRUC770N. THE ENGINEER SHALL BE NO77F7E0 IN WR177NG OF ANY U77LI77ES FOUND INTERFERING WIN THE PROPOSED CONSTRUC77ON AND APPROPRIATE REMEDIAL AC7701V o w BEFORE PROCEEDING WI774 7HE WORK. L E G E N D 4) 77-IIS PLAN IS BASED ON THE REFERENCED PLANSr DEEDS ° AND 7HE RESULTS OF A FIELD SURVEY AS OF THIS DAR°'. NO CERTIFICATION IS INTENDED AS TO PROPERTY 7777-E OR AS TO 7HE EXISTENCE OF UNWRITTEN OR UNRECORDEDZ ED EXISTING SEWER MANHOLE EASEMENTSED ANT 5) WETLAND RESOURCE AREA DEUNEA770N BY EPSILON ASSOCIATES bidEEXISTING WATER XISTING HAIR ATE INC. DURING MAY, 2006. — .. 100 — EXISTING CONTOUR� � �o 100.00 EXISTING SPOT GRADE �- 6) THE OWNER SHALL CONFIRM COMPLIANCE W77N ALL APPLICABLE o- UTILITY POLEEXISTIN%LIGHT Z U) CODES AND REGULA77ONS GOVERNING THE MATERIALS AND/OR —e CURB Q Z(— METHODS OF INSTALLA7701V OF ANY IMPROVEMENTS DEPICTEDFENCE Ei� ON THIS PLAN. —.—.-- a J -jN RESOURCE AREA BOUNDARY :):3� RETAINING WALL = • SMH PROPOSED SEWER MANHOLE • DMH PROPOSED DRAIN MANHOLE J • PROPOSED CATCH BASIN W Q Q Z REFERENCES JT C � 100 PROPOSED CONTOUR 0. 0(l) Q L 0 CLJ IV 1 Yl L1 P IOoz00 PROPOSED SPOT GRADE Z W a W x SITE IS SHOWN AS PARCELS 46 & 47 ON ASSESSORS MAP 106D d 0 n% 0 DEED REFERENCE : BOOK 2480 PG. 72 & BOOK 2648 PG. 269 0 0� Z PLAN REFERENCES: PLAN 3594 OF 1957 W W 0 PLAN 3743 OF 1958 p PLAN 10143 OF 1985 1946 STATE HIGHWAY LAYOUT OF ROUTE 114 0 Q ZONING DISTRICT IS GENERAL BUSINESSAr sTREE7 '/ This is to certify that twenty one Approved by the North Andover H 0 O eER days have elapsed from the date Planning Board OWNER OF RECORD : JEAN PROULX LOCUS of filing of this decision with the n.Z Town Clerk's Office without an I CER77FY THAT THE PROPERTY LINES SHOWN ARE appeal having been filed THE LINES DIVIDING EXIS77NO OWNERSHIP. AND THE LINES OF STREETS AND WAYS SHOWN ARE THOSE TURNPIKE STREET - ROUTE N4 OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED AND NO NEW LINES FOR LNVISION OF —L FkIS7ING OWNERSHIP ORFO,� EW WAYS ARE SHOWN. Date F 14562 �N M4c PoSnlTV c SCALE r'c 200' �' R wG Town Clerk SHEET NO.� J o' U gMBERVILLE Rw„ ROAD 1 OF 7 CHRISTOPHER R. MELLO PLS Doty Filed Approved by the North Andover Planning Board REFERENCES L E G E N D / A) � o SITE IS SHOWN AS PARCELS 46 & 47 ON ASSESSORS MAP 106D o SMH EXISTING SEWER MANHOLE O DMH EXISTING GRAIN MANHOLE ^a DEED REFERENCE : BOOK 2480 PG. 72 & BOOK 2648 PG. 269 EXISTING CATCH BASIN PIAN REFERENCES: PLAN 3594 OF 1957 EXISTING HYDRANT EXISTING WATER GATE yo PLAN 3743 OF 1958 — -100 — EXISTING CONTOUR PLAN 10143 OF 1985 100.00 EXISTING SPOT GRADE DOte Filed 1946 STATE HIGHWAY LAYOUT OF ROUTE 114 STTREET POLE CURB ENCE no ZONING DISTRICT IS GENERAL BUSINESS — — — FENCE 9 — RETAINING WALL OWNER OF RECORD : JEAN PROULX ENT // f LOT 2 � .pM PL 3gt(NG / PLAN 10143 S GENERAL NOTES For Registry Use Only R�s ENS /'�/ I T A \� , I = ONE HUNDRED FOURIEEN TR. C( \5 51 MOUNT JOY DRIVE 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD O\S�R\ p> 1�.E 9�'� \ �• \ \ iv SURVEY AND PUBLIC AND PRIVATE PLANS 0`,\NG -w EWKSBURY, MA. 01876 �33'; \ T 2) 7HIS PLAN IS BASED ON THE REFERENCED PLANS DEEDS \` W� ,(2 wA ` AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED �oop2loN NO CERI7F7CAII0N IS INTENDED AS TO PRTY 77TLE °P T>�&a" PM 1 W o \\\ \ c EASEMENTS �,ow Lace u .�z \ J) TAY SHEDS AREA HEREON. A7ED ON THE PROPERTY AND K AOR oOf fawGM{1. _ pP PIP t ARE NO �RtE � 72 \\ \\ \Awa CER TiF/CATONS F c1�y� N ,g 2 as 'REGUUunays OFF THE R£GIS7ERSNOF DEEDS OF 7}T RULES AND O RS 51"R ��` _(e' 1 / y \ R PLAN \// li I COMMONWEALTH OF MASSACHUSETTS. �6 R / J �' =o l P W11 I CER77FY 774A THE PROPERTY LINES SHOWN ARE �� , .f 2� / / I - ) / / v, THE LINES DIVIDING EXISTING OWNERSHIP,AND THE ETS AND WAYS SHOWN ~ LINES OF STREARE THOSE W R� TWA OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY .r+1 R ESTABLISHED AND NO NEW LINES FOR D/VISION OF y��I op'6CLWT 00S77NG OWNERSHIP OR FOR NEW WAYS ARE SHOWN. THE SI7F IS LOCATED IN ZONE X'AREAS DETERMINED 156— LOT B j Z TO BE OUTSIDE THE 500 YEAR FLOODPLAIN'AS SHOWN i 'a3' 4 N ON FEMA FIRM250098 0015C, EFFEC77VE DATE JUNE 15, w" _ t E 88,245±ZSF. _ _ - I-w / / / / `Nf6 / l O wo 64 19BJ REVISED JUNE 2, 07993 20261 Acs: Q�J F,�/ / @ / 1328 1/ - / IX7 N : LOT 46 ° -� / / / ' Wa GNRV ]tQ s 03, 11h 111,43 CHRISTOPHER R.MELLO P.L.S. ' I SHED — _-'LL�I U_ ' 184 m/ GGII 1 /' PA T `_ J JJ 1332 J/ --'�% 132.6 / / ' 627 fiS 2 V 136.P4 1 .7 \ / / j 2 MAP 1060 LOT 47 a4, \ / ° ,� / v /Z Wel /// oNly � � / urn N LO JEAN PAUL PROULX �v4 ' /. 3 o i, { � ws' V. / Z C7 N a� aP P Q LOT A PAVEMENT I /8ti� 1 s--�/ -�I 133.0 p� / ��• G / W J VJ Q 1 / � m� a 1 STORY RETAIL BUILpING m 5 133.7 / %/ � 0 // .�� . ' / J V (n 134.6 J2 a �/' W Q Z / . av(nO TRIPLE 137 Z LLI T Q 1 A y 12" \ W I' EXISTING I // �_I I / /�. MIt I I ' � \ I l CW .,O 4 qu SIGN I e /� Na /- L EXISTING POLE WI YARD POLE W I YARR- i y- -� �A� �A - 13 'd LIGHT LIGHT W4 - INV C 131.00 J / / W U ss —__._ N551r29'W�.e5 —-- --- -��—{{_ =— / SSS-i > 0 --.� I -- W V, H 137 1. — — O O 13 W — W - EDGED OF EXISTING PAVEMENT ---- _ I.LI O W \ APPROX. LOCATION OF EXISTING 12" WATER MAIN --- ~ 7946 SHLO __-- -- Il mss This is to certify that twenty one (n a Z TURNPIKE Rota 174 STREET _ days have elapsed from the date 138 —a II of filing of this decision with the Town Clerk's Office without an appeal having been filed s S -© S EXISTING 8"SEWER S /' S G INV.131.33 S R=138.23 1 Up SMMH R 836.96 Date F 1 45gZ U.P. Y UP. 12820 IN fR,cl Up. ' I=12810 OUT(Rec) SHEET NO. QING HE 1845 TURNPIKE ST. N. ANDOVER, MA. 01845 MESITI—MOORE'S FALS 100 ANDOVER BY—PASS 2 OF 7 N. ANDOVER, MA. 01845 Town Cleric ZONING EVALUATION REFERENCES _ ZONING DISTRICT: GENERAL BUSINESS SITE IS SHOWN AS PARCELS 46 $ 47 ON ASSESSORS MAP 106D p ITEM REQUIRED PROVIDED 1 LOT AREA 25,000 SF 88,245 f SF DEED REFERENCE : BOOK 2480 PG. 72 & BOOK 2648 PG. 269 FRONTAGE 125 FT 383.85 FT PLAN REFERENCES: PLAN 3594 OF 1957 645 FRONT YARD 100 FT 106 FT - PLAN 3743 OF 1958 E'ST• op" O1 SIDE YARD 1985 REAR YARD 235 FT(1) 36 FT 946 STATE FT(1) 95, PLAN 10143 HI HWAY LAYOUT OF ROUTE 114 FR��K11` DOER• �� _ �°J= MAAMUM HEIGHT 4 MAXIMUM LOT COVERAGE 3 4 5 R 23.922 ZONING DISTRICT IS GENERAL BUSINESS evoi R=20' X2V(1) SETBACK MAY BE REQUIRED TO BE INCREASED BY 15 FEET WHERE OWNER OF RECORD JEAN PROULX 16 '`1 LLOCUS IS DETERMINED TO ABUT A RESIDENTIAL ZONE AS PER TABLE 2. PPy{FOOTNOTE 2 OF THE ZONING BY-LAW 35-pNG yy / PLAe REQUIRED CONTIGUOUS BUILDABLE AREA= 75%OF MIN. LOT AREA(-18.750 SF) For Registry Use Only O�`op,,- Eos of ,y1'Ob� 1 ,aA ONE 1{(//ypR£p FOURTEEN 7R. PROPOSED CCONIIGUOUS BUILDABLE AREA= 78,720 SF I HEREBY CER77FY THIS PLAN CONFORMS TO THE RULES AND REGULA77ONS OF THE R�. i I tea` Ing REGISTERS OF DEEDS OF 7HE COMMONWEALTH OF MASSACHUSETTS �C'( �` ; �2 51 MOUNT JOY DRIVE PARKING CALCULATION I CER77FY THAT 7HE PROPERTY LINES SHOWN ARE THE LINES DIVIDING EXISTING �, t�g•E.tSBs '� \ fit• � TEWKSBURY. MA. 01876 N SEATING AREA IN CONVENIENCE MARKET: 30 SEATS O 1 SP/2SEATS= 15 SPACES ORNERSHIP, AND THE LINES OF STREETS AND WAYS SHORN ARE THOSE OF ZpN�N kgs' R-20' ( \\ (SEATING AREA IN CONVENIENCE MARKET: 1000 SF 5 S 1000 F = 9 SPACES) PUBLIC VALE STREETS OR WAYS ALREADY ESTABLISHED AND NO NEW LINES REMAINDER OF CONVENIENCE MARKET: 1700 SFO 5 SP/1000 SF = 9 SPACES •- ' REMAINING RETAIL SPACE: 6484 SF O 5 SP/1000 SF = 33 SPACES FOR a XISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. SECOND FLOOR OFFICE SPACE: 10911 SF O 1 SP/300 SF 37 SPACES isroex \ FF REQUIRED PARKING = 94 SPACES R=15 \ tns \ p PROPOSED PARKING =98 SPACES , '� au.moi b a SPA S O 9' FENCED CH s Ry*ELLO PLS Q-9 DUMPSTER GENERAL NOTES FENCING SHALL BE 6 FT. PAD r' O U HIGH CHAIN LINK WITH -I 0J I O 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND HELD L-1�g 50. $2p' BLACK PRIVACY SLATS SURWY AND PUBLIC AND PRIVATE PLANS �,,J 11 1�,E q48 L J 2) 77-8S PLAN IS BASED ON THE REFERENCED PLANS DEEDS AND THE RESULTS OFA FIELD SURVEY AS Y 77 DATE P A T I 0 _ NO CER71ACA710N 1S IN7EF1DE0 AS TO PROPERTY 77RE j.� • / o EA504EN7S AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED 5' a J) THE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLE ' LOT B � / /�m i w_ Z -I�i, IL CODES AND REGULA77ONS GOVERNING THE MA7ERIALS AND/OR 88.245± SF. °' / N / O W NI r. METHODS OF INSTALLA77ON OF ANY IMPROVEMENTS DEP/CTED ON THIS PLAN. 2.026± ACS. $ / Q us NOTES: MAP 106D LOT 46 / % W �°•fff 1. PROPOSED LAYOUT DIMENSIONS ARE TO FACE OF INDICATED 18' 25' ' / iT QC �S � IMPROVEMENT, PROPOSED BUILDING I ` , �' 4 2. ALL DIRECTIONAL SIGNAGE AND PAVEMENT MARKINGS SHALL II / OQ CONFORM TO THE LATEST EDITION OF THE MANUAL OF UNIFORM t0 �PACEJ 8' O90' Srs ?TRAFFIC CONTROL DEVICES. 3. PARKING SPACE STRIPING SHALL BE ACCOMPUISHED WITH WHITE REFLECTIVE TRAFFIC PAINT. SOO =Z e Ln V o W 8 \ LINE OF SECOND STORY OF BUILDING / 95' Q J \ W 0 0 0 0 0 0 0 0 0 0 *14 Z i \ 1 —!,. 111 �SPAJS O — 99' P_t C whe stops(Typ) / V LOT A 6yR vAN o to ace o e' rs er / O go z MAI MAP 106D LOT 47 // `� ,// N (1�� \ 61J XAN PAUL PROULX \ I 15 sP cEs 9 O = 135 / // j �4 P Q Z r J —F IA7BUILDING ATS BUITUMINWS PAVEMENT .�-' - // e a W I / Q ll 1 ST \ F- RETA ` 1i3 7 No.1812 mI. I / 2F j a Q-�'h / �a r m V Q ` ��__-�\` -J �C W Q_Q \ \ 15 SP CES 9' O = 135' i i i _ a r` io I /VNy L I I M72 A2 M L1.. QQ r Z W G I PROPOSED PROPO+ —,-A--,-A-I vno xa1 W 0 EASEMENT SIGN I i Ste- Ne W�s� --- O / Q 43' \ — M Al O O W J N5517'29'W 383.85 _J W p 0 1. W R=30 R=30 O 00z EDGE OF EXISTING PAVEMENT (L. Q This is to certifyy that twenty one ~ W O TURNPIKE R-t.114 STREET SHO days have elapsed from the date (L Z of filing of this decision with the Town Clerk's Office without an appeal having been filed Approved by the North Andover Planning Board Dote F 14562 Town Clerk SHEET NO. MESITI—MOORE'S FALLS 100 ANDOVER BY—PASS 3 OF 7 Date Filed QING HE 1845 TURNPIKE ST. N. ANDOVER, MA. 01845 N. ANDOVER, MA. 01845 Approved by the North Andover This is to certify that twenty one L E G E N D Planning Board days have elapsed from the date _q g � Itt a of filing of this decision with the SITE NOTES o SMH EXISTING SEWER MANHOLE • SMH PROPOSED SEWER MANHOLE Town Clerks Office without an 1. DEMOLITION SHALL BE CONDUCTED IN ACCORDANCE WITH ALL o DMH EMANHOLE EXISTING DRAIN E • DMH PROPOSED DRAIN MANHOLE appeal having been filed / �� •� a APPLICABLE LAWS AND REGULATIONS. DEMOLITION MATERIAL / EXISTING CATCH BASIN ■ PROPOSED CATCH BASIN SHALL BE DISPOSED OF IN A LICENSED FACILITY. WETTING ® Date SHALL BE USED FOR DUST CONTROL DURING THE DEMOLITION PHASE. EXISTING HYDRANT OO PROPOSED CONTOUR — ,�� // {da EXISTING WATER GATE 0x0 PROPOSED SPOT GRADE 100 — EXISTING CONTOUR 2. EXISTING PAVEMENT ON SITE SHALL BE CRUSHED AND RECYCLED — � � ,�y ..a•. . AS BASE COURSE FOR NEWLY PAVED AREAS. 100.00 EXISTING SPOT GRADEro UTILITY POLE i I 3. NEW SIDEWALKS SHALL BE ADA COMPLIANT. ° STREET LAMP CURB Town Clerk 4. FINISH GRADING BETWEEN PROPOSED SPOT ELEVATIONS AND/OR — FENCE / X-. CONTOURS SHALL FOLLOW A CONTINUOUS GRADIENT. RETAINING WALL _ - ---- L ��7SSi.._ -.. Ti— \ PLM3 -Date Filed _ ONE HUNDRED FOURTEEN 71?• srF PSH CWNR UOrKKAnMCEONIS 5 _ ' /' `Q i TEVVI(SBU MOUNT51 JOY DRIVE DRIVE I CER77FY THAT THE PROPERTY LINES SHOWN ARE D�$A' - / �� ` R 01876 THE UNES DIVIDING EVS77NO OWIVERSHIP, AND THE - fit• MP• / ` \\ MD Y IMPERVIOUS nu OF£PUBLIC OR PRIVAND WAYS SHOW ARE IE STREETS OR WAYS ALREADY %W'F,OP 00 £STABUSHED AND NO NEW LINES FOR OMMON OF _ F {A" _ Bs cssx1 �ROPOaED CAP UNIT ADHERES EAIS71NG OWNERS Ae NEW WAYS ARE SHOW. � S,�R�S � /� D7 Ia sTORMi�P GIs �SL.T 8 ER \� o W TOP UNIT CONCRETE AD ga' m 16 SEW, _ r / X CONCRETE ADFIESIVE ao �' ��' � B7 45 -- INFILTRATION BED D VERSA-LOK MODUWt ORAPiAGE AGCREOAIE ?e a°�~ _..acD FENCED CONCRETE UNITS 7Y THICK MIN. - - ^�1 *W P�cO-tPP"'_ DUMF CHRISTOPHER R.R. MELLO PLS R}L �, WO ,00 PAD ST YY _ / L J /N 140 /e If t CIA.DRAIN PIPE _ � _ � 30 Rod(awwlwAR I OUTLET•END OF WALL - QY _ LEVELING PAD OR•40'CENTERS MAX. - Rg OT P A T 1 0 B8 Iq Ias 10 ■ / ay d o/ TYPICAL SECTION , - 10- - ' a0 Me 0030H0 I =o b UNREINFORCED RETAINING WALL _ - - Lae I37 I u Iy Iy� SCALE:NONE _` PV"- W PT•"'/// CBSN I STORMCEPTOR107 O•• PROPOSED WAUS DIU 4 FEET IN!RIGHT SHALL BE DESIGNED BY / _ ap.1Y� / E /a/p18 fl e A MASSACHUSETTS REGISTERED PROFESSIONAL ENGINEER AND / �� PERMITTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE - \• OyFM- G/ 138 NORTH ANDOVER BUILDING INSPECTOR - F 09 'a/ B 00 PROPOSED BUILDING / / I IS, j// eft — - 139 50 Tag ---' j �' I Hs las AEU I liei 75 / 140 O C13SN GIN \ -.T pBAB Oa�. PA�µENT� 13s B9�i ' UNE OF SECOND STORY OF BUILDING _ JEAN POU PROULX e/ I INFILTRATION BED A I Ba S. \ 140 / I /' / PFENCE D !� \ z j FENCE T A / I � Iso INFLTRATgN BED B ' � / PROPOSED �1812 TURNPIKE ST. as DD @B7a LIs A ' � WALLA iW13Z ZN. ANDOVER, MA. J I- 4�{� �— 13�-�--•�-I �,,�/ OSaTORMCEPTOIR P / 134 135 a W .. BUITUMNOUS PAVEMENT 1 STORY WOOD J�y i /�,VCF aa�O/lI ��"" �/ t' / I RETAIL BUILDING c I CBSN 104 Q// 0 / I - Z � �� / 001Na. 1812 I (SjSN q2 I �' PROPOSED RETAINING IN �•�' r m I / 'TEs 139,35 Tae 177 �.\ I las GIB ,b4�� ---� PROPOSED / / , U(n `^ I-- 1I.1W1�>- \ OPOSED 0� II R DB la "'mss. �B SLTT BARRIER // / \ \ / /PJS Z L PROPOSED I "' W W RIO a-m - I¢b� \�.-- �- 1 PROP. RETAINNG WALL SIGN 00 I \�` NB / // // O O W v 05 37 W 00 CBSN 1 STORMCFPTOR 108 _.. _. —. —. / - -- - -- - - - - - - -- i --.-- -------- EDGF.II OF EXISTING PAVEMENT For Registry Use Only 0 — — I _ I es o In W Z TURNPIKE STREET I HCREBY CER77FY THIS PLAN CONFORMS TO THE RUIES AND REGULA77ON-7 OF THE - REGISTERS OF9EEBS-OF THE COMMON-WEALTH O`OFF�MASSACHUSETTS F 14562 SHEET NO. QING HE 1845 TURNPIKE- ST. N. ANDOVER, MA. 01845 MESH-MOORCS FALLS 4 OF 7 100 ANDOVER BY-PASS N. ANDOVER, MA. 011545 Approved by the North Andover This is to certify that twenty one / Planning Board days have elapsed from the date of filing of this decision with the UTILITY INDIES DRAINAGE STRUCTURE ELEVATIONS f Y Town Clerk's Office without an / 1) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED appeal having been filed - DUCTILE fRON PIPE SIZE OF DOMESTIC AND SPRINKLER STRUCTURE RIM ELEVATION INVERT ELEVATION O SERVICES SHALL BE VERIFIED BY THE PROJECT ARCHITECT dti ALL WATER MAIN FITTINGS SHALL BE RESTRAMED WITH CBSN 101 138.75 136.50 Date rU+Ej� APPROPRIATELY SIZED THRUST BLOCK$OR RESTANING CBSN 102 138.25 136.50 — GLANDS. STORMCEPTOR 103 139.25 136.10 TESTING.FLUSHING AND DISINFECTION OF NEW WATER CBSN 104 139.10 136.00 / `® ht? SERVICES SHALL BE IN ACCORDANCE WITH THE REQUIRE_ CBSN/STORMCEPTOR 105 138.50 135.10 MENTS OF THE TOWN OF NORTH ANDOVER. CBSN/STORMCEPTOR 106 136.75 134.75 °a A MASSACHUSETTS APPROVED TESTABLE DOUBLE CHECK CBSN/STORMCEPTOR 107 136.75 134.75 Town Clerk g9 VALVE ASSEMBLY BACKFLOW PREVENTER SHALL BE CBSN/STORMCEPTOR 100 136.50 134,25 T p4• ' LOT 2 INSTALLED ON THE FIRE SERVICE SIVE G PP �W N 10143 2) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT I CER77FY THAT THE PROPERTY LINES SHORN ARE Date Filed 6"TAP l4A EXySt1Y1 FM / $ PATCHED. THE UN£S DINDING EMS7ING OWNERSHIP,AND LINE S'�' EDC£ / ONE HUNDRED FOURTEEN TR. 3) ALL STORM DRAINS SHALL BE HDPE EXCEPT AS LINES OF STREETS AND WAYS SHOWN ARE THOSE DF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY 0,849 I �9 51 MOUNT JOY DRIVE OTHERWISE NOTED HEREON. ESTABLISHED ANp..NO N°EW LINES FOR DINSION OF N E if. µp. 1 •�\ TEWKSBURY, MA. 01876 EXISTING OWNE,;0NIP NEW WAYS ARE SHOWN. AOR "R� Npg1 \ n 4) S SERVICE SHALL BE INSTALLEDERGROUND i IN ACCORDANCE MTH THE RDaiIREEMENTS t,aP,a �RP KN Pp10 ry,,Rpl4t , \\ OF THE UTILITY COMPANY HAVING JURISIXCTION. IU Y O�LOOp100 5) WATER AND SEWER SHALL BE CONSTRUCTED WITH A MIN- n BE(tR PW 1 IMUM HORIZONTAL SEPARATION OF 10 FEET. A MINIMUM 9 0 ,6 t1 STORMCEP pb \ VERTICAL SEPARATION OF 1S INCHES SHALL BE MAINTAINED ,eYER60� }•,[,'�' WHERE WATER AND SEWER FACILITIES CROSS.IF EITHER OF // UP•8TH PWS \ \\ M8 THESE CONDITIONS CANNOT BE MET,THE SEWER SHALL BE \ \\\\\\ N ENCASES IN A SLEEVE FOR A DISTANCE OF 10 FEET ON EACH CHRISTOPHER R. MELLO PLS �,�5 \ ' NSIDE OFOT MET TME AREA WHERE THE REQUIRED CONDIIIONS ARE I{•f9�""' -/ IIFLTRA BED D VA Is \ 9 I F 1'� B) ALL NEW SEWER MANS AND SERVICES SHALL BE SDR 35 PVC \H8 1 W T-4 = PIPE CONFORMING TO ASTM 03034. SEWER PIPE WITHIN 10 FEET ^'G�E1 1 r _1 T p' OF THE BUILDING SHALL CONFORM TO THE STATE PLUMBING LK_.)(J g I / R CODE. TESTING OF SEWER SERVICES SHALL BE IN CONFORMITY t' WITH THE REQUIREMENTS OF THE TOWN OF NORTH ANDOVER. I/./^- N L.J / /1 Q CBSN 1 STORMCEPTOR P A T I O �' 10 y I l rj AS"F�p¢Cf SE•MF� i1P. I07 / / / p / s EYE / 2 LOCKTO1-'3 6'1% /go us4 pppitOK' - (2 v T01,OW BED R / PROPOSED BUILDING g. ' S~ I / e. 4 �M3 W Z41 W SHEfl CBSN 101 � I I /' 2 INV=135.50 LINE OF SECOND STORY OF BUILDING JLAN PAUL PROULX, uFe TRATION 00 A T-2 I f CLEANOUT TO 8 LOT A I INFILTRATION BED e1 �� / I rHN 18/2 T1m1p/ke Street ST CEPTOR WFN.GRADE �K3 MD.Artdovor,Ma 01843 T� a �aeg�' �F P Q Z CL W I ` o•: _ PT Q ~ m� 1 STORY WOOD 5`rCBBN 104 / 6"01 CBSN I / `T RETAIL BUILDING ! / �. S0 S = Z CBSN 102 Sr' I /' STORMCEPTWI e. .45 ` U No.1812 105 W Q J I _ �__ SMH 2O0 - /• \ a / RIM IZ 3.60 NV nI O /� / f� �/� fr.2 A2 M L W Z / r9 W g J IPROPOSED I I INV=I33I,5 -/ Ina __MI I / EASEMENT INV.134.00 CBSN/ s, 8'DRAIN _j TI .p" STORMCEPTOR W 00 qq m /Y/J� rob s SSPy'�T EXCAVATE TEST HOLE TO CONFIRM ELEVATION OF W y I V' / 'D �(� EXIST.WATER MAIN PRIOR TO COMMENCEMENT OF II a QOQ W _ W I _ _ W EDGE„OF EXISTING PAVEMENT �iOr Registry Use Only 0- II APPROX LOCATION OF EXIST. O 12"WATER Ir O TURNPIKE STREET N 0-Z PROP.MV.�130.00 ' S S 5 S S s S I HEREBY CERTFY THIS PLAN CONFORMS SM H EXITING 8"SANITARY SEWER CORE DRILL 8 BOOT SM R=13"6 INV..131.33 TO !HE RILES AND REGULATIONS OF THE I=128JO OUT(RECORD) F 14562 Q o UP EXIST.SMH FOR U.P. REGISTERS OF DEEDS OF THE COMMON- U,P NEW 6"SEWER WEALTH OF MASSACHUSETTS SHEET GING HE 1845 TURNPIKE ST. N. ANDOVER, MA. 01845 MESITI—MOORE'S FALLS 5 0 OF 7 100 ANDOVER BY—PASS N. ANDOVER, MA. 01845 -- DETAIL DETAIL DETAIL STORMCEPTOR INFILTRATION BED C INFILTRATION BED D W No Scale 24" PERF DETAIL: No Scale DETAIL: No Scale 9 PIPE(TLIMIT ^�W S (6 O 60''LONG) RECHARGE ,,pp 2 BED s%• 1,E ..i 4-24'PERF. A.ppaoetA ---^--- --- ------------------ LIMIT OF q 9 PIPE(TYP) RECHARGEtt 4 STC 49*Pmest Concrete Storrocell y W� ------- -----------------------_ u_ (60'LONG) BED i -_-__-_ z -------------------- _______________ ` 440 • --_____ _____________________ J _ _ N _ _________ �S7 S -------- LL z . LL 3 -------- ----------------_ OBS. -- 3 a 5' 6aae A4ueM To ___ _________ ______________ ° --_____________________________ _ __ -- __-___, e L____________________-,______--__J &&F�rkhe9 C" l L_-_-._______.______________ J y, _______________________________ > 24o r P I' I 62' I m TmhOuea 4.0 PCP* vaimTo I fit' � MorHigh Mad1GaM WDamPipe N4"CO o 4.0 PVC Pip Plpa IY t' "°a2 DETAIL DETAIL $ T ' '� _ INFILTRATION BED A & B INFILTRATION BED E rol Fie. 24'PERF. 8'PERF.i DETAIL: No Scale DETAIL: No Scale ItroPkm � I < Mat 4'a0utlet ten Ynk PIPE(TYP) LIMIT OFDMPO aPIPE(TYP) LIMIT OF OW'oeei (11 O 0 ) RECHARGE C (6 O 60'LONG) RECHARGE 90 4e"D BED BED PrP 9 - e ------- --- ------------------- ------- --- ---------------- -- �° 9 _______ _______________-,___-___ �ZZ _-__-__ ______________ � s F. r9 " .•. s�OpaagbFaw 5deWe1) Z OB$._ _J � ___DB$.___ S°c6DDTM11Chsmber r Plan -------------------------- --i ° ---- ---- ----- --------- -� - _________ ------------------------------- n ---- ---------- --------------- ------------------------------- 2o ------ ----------------- 1.TM We OfFea le Colaa*nis Peoaelmtdee at The Wel ad Outot1Mw ApoiinNa. ----------------------------- , Td' ----------, $�� ',.. 2 TM CovxShaYd nM hn Aniti OvwThe Wel DWPoe a - d Do POW. ------------------------------ - -------------------- IThe SMmlalibyinrikpl* M by one or aaeol tla kb*V U.S.Petmts: 146, L_______________________________J g L_ -___-_____--__J J64111111131.Ill 11#611 Y6088765,f6371tM0. - _______________________________ o 4. cow a Hydro Cmil epraaendhe for hWl dalalb norleleB on elk dImbi.. _ ________________________.___-___ ________________-___ ..ee.. -------------------------------J ° I 62' _______________________________ emur adaaeiala/aydo Cueek Dh4zioo mmv ebaenaoe®cyeenequ BE PREPARED DRAWINGS FOR THE ER AND PROR SHALL L______ ______ -J BE PREPARED BY THE MANUFACTURER AND PROVIDED TO _ THE DESIGN ENGINEER AND OWNER PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. FINAL SYSTEM SIZING AND BYPASS DETAILS SHALL BE BASED UPON THE MANUFACTURER'S RECOMMENDATIONS. T 62 I ZZ� SUMMARY OF SOIL TEST HOLE ELEVATIONS J 0 SUMMARY OF INFILTRATION BED ELEVATIONS TEST HOLE (MOUND ESTIMATED SEASONAL 0_ J U) ELEVATION HIGH WATER TABLE F- D:) (n 1 132.9 130.8 BED EST. S.H.W.T. BOTTOM OF INVERT OF INVERT OF INLET 2 m U -J 2 134.2 131.9 ELEVATION STONE STORAGE PIPES 3 135.5 131.8 PIPES Q Q 1- 4 133.6 129.8 a -NW 5 132.9 130.5 1 A 131.9 (T-2) 134.00 134.50 136.00 U(n 0 See Sheet 5 for Test Hole Locations. Test Holes 8 130.8 (T-1) 133.00 133.50 135.00 Z W M evaluated by Alexander F. Parker, CSE, on Sept. LLJ I- 13, 2006. C 130.5 (T-5) 132.50 133.00 134.50 Q d 0Q� D 129.8 (T-4) 132.00 132.50 134.00 O U UJ I CER77FY THAT THE PROPERTY LINES SHOWN ARE J THE LINES DIWDING EAIS77NC OWNERSHIP, AND THE W 0 E 131.8 (T-3) 134.00 134.50 134.67 LINES OF STREETS AND WAYS SHOWN ARE THOSE 0 OF PUBLIC OR PRIVATE 57REETS OR WAYS ALREADY > W 0 0 ESTABLISHED AND NO NEW LINES FOR OINSION OF SECTION EYJS77NG OWNERSHIP NEW WAYS ARE SHOWN. 0 O V) GEOTEXIILE FABRIC gE��N or i°4• I.L.I INFILTRATION BED For Registry use only i cHR,e PN LINED EXCAVATION � 0 CLEANOUT WITH PLUG 4'LOAM AND SEED(MIN.) S s This IS t0 certify that twenty One Approved by the North Andover w- o 0 m6`e days have elapsed from the date Planning Board V) a.Z zFlll_flkc T -I „ sv of filing of this decision with the WET PERF.H.D.P.E. - Town Clerk's Office without an CHRIS70 ER R. MELLO PLS ALL PIPE AND appeal having been filed m O 4"PIPE FITTINGS TO BE o'. qo SCH. 40 PVC o TDP OF STONE - 0 !HEREBY CER77FY THIS PLAN CONFORMS ro TO THE RULES AND REGULATIONS OF THE Date F 14582 4' PERF. PIPE REGISTERS OF DEEDS OF THE COMMON- DETAIL `o" 1 1/2"TO a" WASHED STONE WEALTH OF MASSACHUSETTS _ SHEET NO. OBSERVATION WELL STONE UNDER PIPE TO 2'Mln. //,A, NTS �r OW LIQUID TO ENTER EST S.H.W.T' �Nr TOW❑ Clerk 6 OF 7 no scale CATCH BASIN FILTER DETAIL SANITARY SEWER STORM DRAIN no scale DETAIL DETAIL eE � TRENCH SECTION TRENCH SECTION 1 DEWATERING BASIN CATCH BASIN no scale no scale No Scale no scale UNPAVED UNPAVED PAVED L PAVED -24"x 24"CAST IRON FRAME AND GRATE HAYBALE LEBMON LK 123 OR LK 124 A s','I.OAM t PLAN FIA Motor Bed 4'LOAM t SEED � }} Staked Hay Sales• DMT OF TRENCH g m h Ti LeWYq 8rkk M Y COMPACTED - PROVIDE SH- COMPACTED I QQ99``11 AND SE SHEETING BACKFILL DMT OF IR04CH B 3Sto to 7 1/2" BA6. I t AND BHORAY V0IDE�aETNO 4p0pw C,. Stone B"CONIC.BLOCK LOCAL.CONDn10P15. TEMPORARY C, (TyP) - p (R (EAR e• t' AMC SHORING IN AS REQSTEEL PLATE D PRECAST CONCRETE o 0 00 (Boat (EMiH LOCAL CONDITION& Location(s) of Proposed o0 0 Dewatering Basins) shall 4'-O"INSIDE DIAM. be approved in the }Feld WALL S[x71QLS �°o nc oD+6' v O DovIby the Design Engineer '" 000p 'op e v°vo8R 'SNOUT" oop G pp w'(6•W LlUDEI �� (w'H LEDGE) L Dewatering Discharge OILS 8 DEBRIS STOP ,� _ 0 0 o v 1/ Staked Hay Bales LEBARON FWNDARY INC. 5CRUSHED I' CRUSHED HAYBALE DIKE SECTION OUST I w+11 OR s Nw I OD+r OR 1. o TEMPORARY STEEL PLATE 12" FBtar Fabric " N 3/4" STONE 3/4' - 1 1/2" n - WATER MAIN Stone V Filtered Water NO DISCHARGE FROM ANY DEWATERING ACTIVITIES SHALL TRENCH SECTIONno atone CATCH BASIN BE DIRECTED INTO EXISTING STORM DRAINAGE FACILITIES no g OR RESOURCE AREAS UNLESS FIRST ROUTED THROUGH UNPAVED �3 A DEWATERING BASIN. PAVED MAO—PRECAST CONCRETE BASE � e"CRUSHED STONE FOUNDATION 'o 4"LOAM k SEED TYPICAL CROSS SECTION DETAIL LIMIT OF TRENCH 4: CONSTRUCTION ENTRANCE DETAIL DETAIL EXCAVATION- PAVED AREAS ON SITE COMPACTED PROVIDE SHEETING no scale no scale EROSION CONTROL SILT FENCE MANHOLE B"GI(flu AND SHORING AS YNYx4'-e•waooaM Posn F10 scale - B" 1' REQUIRED BY PIWL M Shown m 51le PLAN Ai e'oa(NA)h - LOCAL CONDITIONS. 40' (ROCK) (EAR m Jv tlradlr3g Plan Mwr+ma FABBRICC 24' DIAM. MANHOLE FRAME AND COVER {9 SEDIMENT I 1 1/2'BIt.Omar.Tap Carom HAY SALES Full Mortar Bed it a FLAW DIRECTION OD+ 6' 2 1/2"Sit Conor.Bats Cages 3 m 1-1/2"To 3" oaslac GROUND 2 to 5 Courses Leveling Brick Stone WATER MAIN 9"(6•IN LEDGE) s 12'Gravel Ban-No Sims over 3"Dtrnm den PRECAST CONCRETE CONE SELECT BACKFILL NO STONE 33" SECTiDN -Illi -11 II FORGED ALUMINUM �� Approved Subyrads NII= ILII= - SAFETY TYPE MANHOLE °D' +18'°R 3 MIN S 2 TB. =1111 =11fl UNDISTURBED SIBDRADE ALLOY STEP AT 12'O.C. Subgrode 1-1 1/228 To 3" PRECAST CONCRETE WALL SEC11ONSton ( AN Joints and Penetrations DETAIL 4` - O' to be made fi1Uy Watertight) EROSION CONTROL PROGRAM ? Z v) GRANITE CURB 1.STAKED HAY BALES,SILT FENCE,TEMPORAY DIVERSION SWALES AND SEDIMENT `l PROTECTIVE BOLLARD N.T.S. BASINS SHALL BE INSTALLED IN ACCORDANCE WITH THIS PLAN OR AS OTHERWISE 'J NO Scale DIRECTED BY THE PROJECT ENGINEER OR THE CONSERVATION COMMISSION (L W J PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 20 ADDITIONAL. HAY BALES AND 100 FT. OF SILT FENCE SHALL BE KEPT ON SITE FOR REPAIRS OR OTHER EROSION CONTROL NEEDS. THE CONTRACTOR SHALL M INLET INSPECT EROSION CONTROL FACILITIES WEEKLY AND AFTER EVERY RAINFALL = EVENT To CONFIRM THAT SAME ARE PROPERLY FUNCTIONING. ANY DEFICIENCIES U L 6" t MATERIAL 5" IN THE EROSION CONTROL FACILITIES SHALL BE CORRECTED IMMEDIATELY. -J VARIES 2. ALL SOL STOCKPILES SHALL BE PROTECTED AGAINST EROSION. W Q Z 8" DIA. GALVANIZED STEEL. PIPE, FILLED OUTLET M CATCH BASINS SHALL BE PROTECTED'WITH FILTERS,AS SHOWN HEREON 0- U Q SOLID WITH CONCRETE, ROUNDED AS UNTIL NO SEDIMENT TRANSPORT IS VISIBLE DURING RAINFALL EVENTS. FILTERS 'II SHOWN BITUMINOUS SHALL BE INSPECTED WEEKLY AND 4. TEMPORARY EROSION CONTROL MEASURES RTO BE TAKEN DURING CONSTRUCTION ED AS NECESSARY. I"" W Q Q- Tn PAVING SHALL CONFORM WITH THE"MASSACHUSETTS EROSION AND SEDIMENT CONTROL Z 5" MIN GUIDELINES, URBAN AND SUBURBAN AREAS"DATED MARCH, 1997,AND MAY PRECAST CONCRETE BASE INCLUDE SOME OR ALL OF THE FOLLOWING MEASURES: :2w TEMPORARY SEEDING, TEMPORARY MULCHING(STRAW),PERMANENT +I GRANITE CURB 6" Crushed Stone SEEDING, HYDROSEEDING, SODDING, AND PLACEMENT OF HAY OR 0- O Foundation BRICK INVERT JUTE NETTING DURING WINTER MONTHS. O U W Z 5. DEBRIS ANO/OR LITTER SHALL BE REMOVED FROM THE SITE ON A WEEKLY J > — 1" FiNISH GRADE BASIS. W O T 6. IF DUST IS GENERATED DURING CONSTRUCTION,IT SHALL BE CONTROLLED > � BY USE OF WATER TRUCKS, SPRINKLING OR TEMPORARY STABILIZATION W (n Q 41-4. 1 X13 HOOPS O 12" O.C. (5) AND X14 BARS AT THE METHODS. OF THE PROJECT,ALL DISTURBED I VERTICAL 4 DETAIL — WHEEL STOP 7 PERMANENTLY STABILIZED D WITH LOAM AND SEED OR OTHER GRO ND COVER. O Q I I 11 O For Registry Use Only < I I CONCRETE BASE, 2500 PSI STRENGTH I CERTIFY THAT THE PROPERTY LINES SHOWN ARE PLAN n0 scale This is to certify that twenty one Approved by the North Andover I- 00f 6 I I AFTER 28 DAYS TETE ONES DIVIDING EA1S77NG OWNFJ2SHIP, ANO THE da have elapsed from the date Planning Board N LINES OF STREETS AND WAYS SHOW ARE THOSE days � l I - OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY L - 6-0» I of filing of this decision with the a Z t2 I� SUBGRADE ESTABLISHED AND NO NEW LINES FOR DIVISION OFTown Clerks Office without an _ EAIS77NG OWNERSHIP NEW WAYS ARE SHOWN. TT appeal having been filed 2'-6' RISRIFN �, 3/4" HOLE I HEREBY CERTIFY THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMON- �, � SECTION Date F 14562 WEALTH OF MASSACHUSETTS. o eP o- T PROPOSED WHEEL STOPS SHALL No au -L.3/4• BE OF PRECAST CONCRETE CHRIST R R. MELLO PLS CONSTRUCTION AND INSTALLED Town Clerk SHEET NO. IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 7 OF 7 Date Filed EXHIBIT B Building Elevation Plans Site Plan Review Memorandum -- Planning Board Cast Stone RosetteBrick Soldier Course(typ.) a Cast Stone.Arch(typ.)-------�. �� /�----Elevator Vent at Side �-Ridge Vent Infinity Class i Dryvit(typ.) �/ Brick Soldier Course- Architectural Asphalt Shingles--�, /� Azek or MDO Trim(typ.) Note: O o Roof height to average Face Brick(typ.)--\ ! finished grade is 44.62 feet o Aluminum.Gutter(typ.) p Infinity Class I Dryvit(typ.) ii 'o✓ - -- (sign) i.)� (Siga) Ci (Sign) ( (sign). 1. ___ /�,..;,. (Sign). C� (Sign) Ti ) (Sign) l (Sign) i, _ .. ( South Elevation Siang: ' ----- u I J �_ ] L----- l��- i �. i.._ i i-._ _ Total Area: ''4'x 146'=3,504 sf z - L 1�_ M Si (Si (sign) (Sign)- - (Sian) Si Si 10%Allowed:- 350 sf _ f0° IstLevel: - _ 12'x1.5'x(6)= 108sfMir (10)x1.5' IS sf z ry Q Infinity Class I Dryvit(typ.) -Cast Stone Accent 2nd Level: -Fixed and Sliding --Brick.Soldier Course(typ.) \, Face Brick 12'x 2'x(8)= 172 sf Q Windows( •) \ �-. Infinity Class _-.Face Brick(typ.) \� \:- Cast Stone Base Dryvit(typ.) \._�_.---_---Building Directory Behind Column 8 at) - 146'-8" g n' ( ) Total- 31"sf South Elevation ' dz �� qu � �GIII Ridge Vent---- \ A Architectural Asphalt Shingles-----� Brick Soldier Course(typ.) Roof Dormer Beyond------� a.\ T-0^ t a .._ --Aluminum Gutter(typ.) ; o r 1812 1820-1830 ----.Infinity Class 1 Dryvit(typ.) g TURNPIKE STREET a g o Sign: 21 sf Infinity Class I Dryvit Columns(typ.) West Elevation Siens: Elevation at Budding Sign ,._ Face Brick(typ.) Total Area:24'x 74'—1,776 sf x -Brick Soldier Course(typ 10.0 T _F, °'Allowed:= 177 sf _ gn) IstLeveC N O (6)x 1.5 = 12 sflii m Infinity Class I Dryvit(typ.) ocO aid Lever p x ss. (16)x2' = 32 sf ON Total— 44 sf W cV ._ 65'_0., 7_41" 74'-4„ v Q w` 2 West Elevation Q 0 a HVAC Equipment Enclosure -- ------Vinyl Screen Pence O o \ i Ridge Vent --� \ i` �--Architectural Asphalt Shingles iOn!'It'n a m $ z E � t i o Infinity Class 1 Dryvit(typ) Cast Stone Header(typ.) PVC Pergola at Patio tl=aa m"e¢ hgi FZ! i'llll i Q !I !�I xAilili�,li Ridge Vent .€.. j �r------ Architectural Asphalt Shingles JA Brick Soldier Course(typ.) Roof Dormer Beyond x . 02 Aluminum Gutter(typ.)-- €uqm Infinity Class 1 Dryvit(.typ.) infinity Class 1 Dryvit -- (Sign)jws - Columns(typ.) _ kF Pace Brick(typ) Total Amu: 24'x 74'-L776,1' O Brick Soldier Course(typ.) i L �'" ) - '" d, its 109/o Allowed: EXHIBIT C Persuective Rendering I Site Plan Review Memorandum -- Planning Board rF s J, x. I EAT 6§5 AS f � ' - r sfi III IMP lwl r r � r q. x 4 . r } 'X nw 3ci.. , .;�""f: ... "+T �.. ixs, "MR, so oil i % - ,:w ,�' - ' ... �».... ux..r.. �.,r,. . ., .. -.. .....,,.,.. N s.. -r. .. +-..Y.... �4gP�ens�,' S I �, I + +✓..n .b z.. , .. .2i ..>...:... � 4„ u jj i 7 fig M to I,. e� kW tr b- a� 3 r 4 f _ I �111I ry i it - r- EXHIBIT D Landscanine Plan Site Plan Review Memorandum -- Planning Board I . I I NOTE,6ONTRACTdF MAY✓se FL46TIC TREE GUYING CHAIN IF APPROVED BY LA. O-CmANNtL M NLZ,N REINFORCED AR N LOT NOTE; FINISHED GRADE AS IT BORE RELATIONSHIPAR SAME NUSERHOM� - ,l�Q"1 ' � Huntress Associates,Inc. _ PLAN for OR FIELD GRADE STRAND 12DOUBLE, rEp \ / ROOTBAL / Landscape Architecture&Land Planning AR°) TRS PIT J P41r1 17 Tewksbury Street (�mw grORAGPJ 1,'= \ Lr Nods TREE SHALL EEaR BAMS RB.ArION541P Andover,Massachusetts 01810 AR N \ TO FINISHED GRADE AS IT BORE TO NURSERY 9"BARK MULCH IN SAUCER OR FIELD GRADE 978 470 8882 FAX 978 470 8890 PLANT SAUCER 4"CONTINUOUS � ---...._...._ SECURE TREE WIAP!°IN6 ABOVE FIRST BRANCH LOAM WED NO SAUCER WHERE SHRLBS OCCUR IN BEDSPROVIDEFOR STAKING, FINISH GRADE 3 PBl It GAUGE DRILLC TRTO ACCEPT OUT KRE. FUN C4T AND REMOVE BURLAP FROM TOP V9 OF ROOTBALL PRIME AND PAINT BLACK. AR N (IN• ........,... _ �.I i ,- 6"-8'DEPTN.PLANTING 1S M�EBAGKPILL IN VOTH THORON4�ETER SOAKING lir SMK MULCH IN LIM OF TRUNK V#Tm SW-M PA U) ON 121 A A B 1 PLANr wain 4'COMTlN m LOAM s 9S0 MIN MOUND OF SOIL IN CENTER OF PLANT PIT 70 SUPPORT (SIGN STORAGE) I66REQUIRED) �¢y IM BALL AT RIRED ELEVATION JC FINISH GIFA,DE I • (IS) PROPOSED BUILDING A = _ WT/024OVE BURLAP PROM TOP Of KOOTBALL 141 III l— FLANTING SOIL MIX,BACKFILL IN LODGE LIFTS OF :e TYPICAL SHRUB PLANTING 6WDBnNEETnEATH noRouGHvwTERNG �, _ MO"OF BOIL IN CIM OF RANT PIT TO SUPPORT . � ORNA4EIITAL LIGHT POLE(TYP) `�/ :N,T.S. IN = BALL AT FISSURED ELEVATION x(e) r secomo s w.«au mxc � MIN. AAtl PBOUIX - �) (`'+I C I AR o) Pldei ANCf'fORBOLT GFACING SHALL 3 DECIDUOUS TREE PLANTING AND STAKING LOT ABY TINS AMt R.� gy 6) �' I `� ,I"` 6 STANDARD MANUFACTURER 90ME.N.T.S. - — fa' `a . I"CHAMFER n6iM BTWo xo emruexwa r�vutttt P.M MK ro)) JG('U q.. 4— -= L gS ,a IG,(G) T E e F--SINGLE LUMINAIRE, F I (6) Al ) er aae° GROUNDING LUG, �`�'LI6Hi POLE,SEE SPECIFICATIONS HEAVY CAST ALUMINIUM P J POLE 1"CHAMFER BASE RCOAT FINISH TL" A IBNN 1" s ) A,N RED(g) F M 250W MH DIFFUSED LENS e ••• . 'e M) I c I (—FINISH IBH GGRADE Pro)sct: LOAM COMPACTED SUBGRADE Y4 THI �BLLAACK VVINT. Ax PERBINIALs fN•P) � .f,M I N". 11II a ACRYLIC FINISH PA N moo 1820-1830 c na =1(fl %1i I ANCHOR BOLTS AS REQURED ._ •U I 'N•. I BY THE MANUFACTURER Turnpike Street TURNPIKE STREET t YG . CONDUIT,5@E SPECIFICATIONS CONCRETE BASE REINFORCED TAN-PLACE I_ North Andover,Massachusetts III-y1 •'' —•6 BARE COPPER GROUND,EXPOSED •+ _ IN SOIL FOR 6'MINIMUM 18"BASE DIA 14'SOLT CIROLt INSTALL AS DIRECTED 0Y ACTURER II— ,••i•�• FLUSH BASE A7 CONCRETE FOOTING III= TB'DIA. _ SEE DETAIL SS DrOwing T ti®: ELEVATION �1 CONCEPTUAL LANDSCAPE AND LIGHTING PLAN CAST-IN-PLACE LIGHT POLE BASE LIGHT POLE Landscape & i SCALE: i"=ao' `� SCME:N.T.S. Lighting Plan ' PLANT 1_157 PLANTING NOTE5 i 5YtoWL E'OTANICAL NAME COMMON NAME QTY 51ZE I. PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT BOTH 9. ALL PLANTS 70 BE BALLED IN BURLAP OR CONTAINERIZED. ON AND OF THE SITE,THE CONTRACTOR SHALL NOTIFY DIGSAFE AND - DEEGI000U5 TREES BE PROVIDED WITH A DIGSAPE NUMBER INDICATING,THAT ALL EXISTING 10, MULCH FOR PLANTED AREAS TO BE A6EO PINE BARK,PARTIALLY UTILITIES HAVE BEEN LOCATED AND MARKED. DECOMPOSED,DARK BROWN IN COLOR AND PRIME OF WOOD CHIPS AR AGER RUBRUM RED MAPLE 8 5 I/2"-4"GAL THICKER THAN(/4 INCH.9"DEPTH THKOIUSMOUr ALL PLANT BEDS. PG PYRUS GALLERYANA'ARISTOCRAT' GALLERY PEAR -r 2 va"-3"GAL, 2. CONTRACTOR SHALL BEGIN MAINTENANCE IMMEDIATELY AFTER 11 PLANTING SOIL MIX:LOAM THOROUGHLY INCORPORATED WITH ROTTED PLANTING AND WILL CONTINUE UNTIL FINAL ACCEPTANCE. MANURE PROPORTIONED 9 G.Y.TO I G.Y.OR BGUI VALENT. PEAT M095 9. CONTRACTOR SHALL VERIFY ALL TREE REMOVALS WITH LANDSCAPE WITH FERTILIZER ADDED PER MANUFACTURER'S RECOMMENDED RATES. ORNAMENTAL 4 £VER(SREEN TREE5 ARCHITECT PRIOR TO CONSTRUCTION START. I2. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT AG AMELANGHIER CANADENSIS-MUL71STEM SHADBLOW SERVICEBERRY 2 1 8-10'HT. 4. CONTRACTOR SHALL MAINTAIN P051TIVE DRAINAGE AWAY FROM ALL MATERIALS FOR ONE(1)FULL YEAR FROM DATE OF ACCEPTANCE. BN BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH(CLUMP) 8 I10-12'HT. BUILDING FOUNDATIONS,57RUCTVRES,AND PLANTING BEDS. 15, ALL PLANT MATERIA-5 ARE SUBJECT TO THE APPROVAL OF THE PA PIGEA ABIE5 NORWAY 511RUGE 2 1 8-10'HT. 5. MAXIMUM SLOPE WITHIN DISTURBED AREAS SHALL NOT EXCEED 3:1, LANDSCAPE ARCHITECT,AT THE NURSERY,AND AT THE SITE, UNLESS OTHERWISE NOTED, 14. LANDSCAPE ARCHITECT TO FLAG ALL TREES TD BE TRANSPLANTED SHRUBS b. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL5 PRIOR TO CONSTRUCTION START. C5 CORNUS SERIGEA REDTWIG 006WOOD 12 2-21/2"HT. D QUANTITIES SUFFIG TENT TO COMPLETE ALL PLANTINGS SHOWN ON THIS RBVISIOn Date DRAWING. 15. ALL AREAS OF THE SITE WHICH HAVE BEEN DISTURBED AND NOT WI OTHERSE DEVELOPED SHALL BE LOAMEO AND SEEDED WITH A PJM PJM RHODODENDRON PJM RHODODENDRON 29 2-21/2"HT. T. ALL MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY MINIMUM DEPTH OF 6"DEPTH TOPSOIL. jr, JUNIPEROUS CHINEN515"SAR6ENTII" SARSENT JUNIPER IIT 15-18"5P THE AMERICAN A950CIA71ON OF NURSERYMEN. RBD RHODODENDRON'BOULE DE NEIGE' 'BOULE DE NIEGE'RHODODENDRON 6 2-2 I/2'HT. 8. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE 16 ILEX bLABRA'DENSA' INKBERRY 40 18-24"HT, AS TO ORIGINAL GRADES BEFORE 01661N6. 5V SYRIN&A VUL6ARIS"ALBA" COMMON LILAC 13 4-5'HL IRR.ISATION NOTES r PERENNIALS 4 &RASSE5 1. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH AMC)INSTALL ALL MATERIALS RF RUDBECKIA FUL610A BLACK EYED SUSAN 38 k2 POT NECESSARY TO COMPLETE THE AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AREAS SHOWN ON THE PLAN. gC,olg; Drawing No. DL HEMOROGALIS'LGE CARNIVAL' DAYLILY TS R2 POT 2. FURNISH ALL LABOR,MATERIALS,SERVICES,EQUIPMENT AND APPLIANCES REQUIRED TO COMPLETE THE WORK OF AN AUTOMATIC IRRIGATION SYSTEM AND RELATED ITEMS. Dote: B. ALL WORK SPECIFIED SHALL BE EXECUTED IN ACCORADNCE WITH ALL GOVERNING ORDINANCES,LAWS AND REGULATIONS. Job: 4. SPRAY SPRINKLERS ARE TO BE USED FOR ALL LAWN AREAS. Flle, cc-� 5. ALL PLANT BEDS,SHRUBS AND TREES SHALL HAVE DRIP IRRIGATION, Drawn: OP Gh®cked: -- 1 EXHIBIT E Stormwater Management Report (Excerpt) Site Plan Review Memorandum -- Planning Board Professional Land Surveyors&Civil Engineers ESSEX SURVEY SERVICE 1958- 1986 OSBORN PALMER 1911 - 1970 BRADFORD&WEED 1885- 1972 STORMWATER MANAGEMENT REPORT 1820-1830 TURNPIKE STREET NORTH ANDOVER, MASSACHUSETTS OCTOBER 2006 Z 104 LOWELL STREET PEABODY, MASS. 01960 TELEPHONE: 978-531-8121 FAX: 978-531-5920 PROPOSED STORMWATER MANAGEMENT FACILITIES PROPOSED STORMWATER MANAGEMENT FACILITIES The proposed stormwater management plan for 1820-1830 Turnpike Street in North Andover proposes a variety of structural and non-structural Best Management Practices to ensure compliance with Massachusetts DEP Stormwater Management Policy. The site consists primarily of undeveloped land underlain by rapid draining soils (hydrologic soil Group A and B), and it produces relatively little runoff in the existing condition. Such runoff, as does occur, flows overland to an existing drainage ditch in the easterly portion of the site. That ditch also receives runoff from the adjacent portion of Route 114. In order to avoid any increase of runoff from the property, a series of infiltration beds have been designed to recharge runoff into the ground following collection and, if required,pretreatment. Since groundwater on site is shallow(28 to 46 inches below existing grade) extensive filling of the site is required to maintain a two foot vertical separation between groundwater and the bottom of infiltration beds while providing adequate cover over perforated pipes to allow for vehicular traffic. Pretreatment Best Management Practices are essential for reliable long-term operation of infiltration facilities. The pretreatment BMP's for the Turnpike Street building include deep sump hooded catch basins and Stormceptor water quality systems. A total suspended solids removal rate of 97 percent will result with 87 to 89 percent of TSS removal occurring in the pretreatment BMP's. No pretreatment is proposed for Infiltration Basin D which receives roof runoff only. Non-structural Best Management Practices include the following: • Stabilization of any vegetated buffers temporarily disturbed by construction • Pavement sweeping and cleaning of catch basins and Stormceptors • A spill prevention program(most significant during the construction phase) An Operation and Maintenance Plan for the various stormwater management facilities is provided. SUMMARY OF STORMWATER ANALYSIS SUMMARY OF STORMWATER ANALYSIS The site of the proposed commercial building at 1820-1830 Turnpike Street has been analyzed for 1, 2, 10 and 100 year storm events for both predevelopment and postdevelopment conditions. The analysis has been conducted using U.S.D.A. TR-55 Methodology for simulation of runoff hydrographs and the stage storage indication method for routing of hydrographs through the proposed infiltration beds. The predevelopment watershed boundary is indicated on the accompanying copy of the existing conditions plan and consists of an area of 2.1 acres. Runoff rates are summarized as follows: Storm Period Peak Runoff Rate (cubic feet per second) l year 0.01 2 year 0.03 10 year .49 100 year 2.33 Postdevelopment watershed boundaries are similarly indicated on the accompanying copy of the proposed grading plan. 1.14 acres of the site are to be routed through the proposed infiltration basins. The remaining 0.96 acres will generate the following runoff rates: Storm Period Peak Runoff Rate (cubic feet per second) 1 year .01 2 year .02 10 year .30 100 year 1.51 * (Includes overflow from Infiltration Bed A in 100 year storm only) No increase in runoff rate for 1,2, 10 and 100 year storms will result from the proposed activity. STORMWATER MANAGEMENT FORM Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. Property Information Important: When filling out 1. The proposed project is: forms on the computer, use a. New development ® Yes ❑ No only the tab key to move b. Redevelopment ❑ Yes ® No your cursor- do not use the (If yes, distinguish redevelopment components from return key. c. Combination ❑ Yes ® No new development components on plans). rQ 2. Stormwater runoff to be treated for water quality is based on the following calculations: a. ❑ 1 inch of runoff x total impervious area of post-development site for discharge to critical areas (Outstanding Resource Waters, recharge areas of public water supplies, shellfish growing areas, swimming beaches, cold water fisheries). Note: b. ® 0.5 inches of runoff x total impervious area of post-development site for other resource areas. This November 2000 version of the Stormwater Management B. Stormwater Management Standards Form supersedes earlincluding versions DEP's Stormwater Management Policy March 1997 includes nine standards that are listed on the including those 9 Y( ) contained in following pages. Check the appropriate boxes for each standard and provide documentation and DEP's additional information when applicable. Stormwater Handbooks. Standard #1: Untreated stormwater a. ® The project is designed so that new stormwater point discharges do not discharge untreated stormwater into, or cause erosion to, wetlands and waters. Standard#2: Post-development peak discharges rates a. ❑ Not applicable—project site contains waters subject to tidal action. Post-development peak discharge does not exceed pre-development rates on the site at the point of discharge or downgradient property boundary for the 2-yr, 10-yr, and 100-yr,.24-hr storm. b. ❑ Without stormwater controls c. ® With stormwater controls designed for the 2-yr, and 10-yr storm, 24-hr storm. d. ® The project as designed will not increase off-site flooding impacts from the 100-yr, 24-hr storm. Wpaform3.doc.Stormwater Management Form-rev.3/1/05 Page t of 5 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cont.) Standard #3: Recharge to groundwater Amount of impervious area (sq. ft.)to be infiltrated: 54,000 a.square feet Volume to be recharged is based on: b. ❑ The following Natural Resources Conservation Service hydrologic soils groups (e.g. A, B, C, D, or UA)or any combination of groups: 53 A 1.%of impervious area 2.Hydrologic soil group 3.%of impervious area 4.Hydrologic soil group 47 B 5.%of impervious area 6.Hydrologic soil group 7.%of impervious area 8.Hydrologic soil group c. ❑ Site specific pre-development conditions: 1.Recharge rate 2.volume d. Describe how the calculations were determined: e. List each BMP or nonstructural measure used to meet Standard#3 (e.g. dry well, infiltration trench). Infiltration Beds Does the annual groundwater recharge for the post-development site approximate the annual recharge from existing site conditions? f. ® Yes ❑ No Standard#4: 80%TSS Removal a. ® The proposed stormwater management system will remove 80% of the post-development site's average annual Total Suspended Solids{TSS) load. b. Identify the BMP's proposed for the project and describe how the 80%TSS removal will be achieved. Deep sump catch basins, Stormceptor water quality systems, infiltration bed. Wpaform3.doc•Stormwater Management Form-rev.3/1105 Page 2 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cont.) c. If the project is redevelopment, explain how much TSS will be removed and briefly explain why 80% removal cannot be achieved. Standard #5: Higher potential pollutant loads See Stormwater Policy Handbook Does the project site contain land uses with higher potential pollutant loads Vol. I, page 1-23, for land uses of a. ❑Yes ® No b. If yes, describe land uses: high pollutant loading(see Instructions). c. Identify the BMPs selected to treat stormwater runoff. If infiltration measures are proposed, describe the pretreatment. (Note: if the area of higher potential pollutant loading is upgradient of a critical area, infiltration is not allowed.) Standard#6: Protection of critical areas See Stormwater Will the project discharge to or affect a critical area? Policy Handbook Vol. I,page 1-25, for critical areas a. F-1Yes ® No b. If yes, describe areas: (see Instructions). c. Identify the BMPs selected for stormwater discharges in these areas and describe how BMPs meet restrictions listed on pages I-27 and 1-28 of the Stormwater Policy Handbook—Vol. I: Wpaform3.doc•Stormwater Management Forrn•rev.311105 Page 3 of 5 Massachusetts Department of Environmental Protection �— Bureau of Resource Protection - Wetlands Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards cont. 9 (cont.) Note: components of Standard#7: Redevelopment projects redevelopment projects which Is the proposed activity a redevelopment project? plan to develop previously a. ❑ Yes ® No b. If yes, the following stormwater management standards have been met: undeveloped areas do not fail under the scope of Standard 7. c.The following stormwater standards have not been met for the following reasons: d. ❑ The proposed project will reduce the annual pollutant load on the site with new or improved stormwater control. Standard#8: Erosion/sediment control a. ® Erosion and sediment controls are incorporated into the project design to prevent erosion, control sediments, and stabilize exposed soils during construction or land disturbance. Standard#9: Operation/maintenance plan a. ® An operation and maintenance plan for the post-development stormwater controls have been developed.The plan includes ownership of the stormwater BMPs, parties responsible for operation and maintenance, schedule for inspection and maintenance, routine and long-term maintenance responsibilities, and provision for appropriate access and maintenance easements extending from a public right-of-way to the stormwater controls. Operation and Maintenance Plan b.Plan/Title c.Date 1820-1830 Turnpike Street N. Andover, MA. October 2006 d.Planlritle e.Date Wpaform3.doc-Stormwater Management Form-rev.3/1105 Page 4 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Submittal Requirements Online Users: DEP recommends that applicants submit this form, as well as, supporting documentation and plans, Include your with the Notice of Intent to provide stormwater management information for Commission review document consistent with the wetland regulations(310 CMR 10.05(6)(b)) and DEP's Stormwater Management transaction Policy(March 1997). If a particular stormwater management standard cannot be met, information number should be provided to demonstrate how equivalent water quality and water quantity protection will be (provided on provided. DEP encourages engineers to use this form to certify that the project meets the stormwater your receipt management standards as well as acceptable engineering standards. For more information, consult page)with all the Stormwater Management Policy. supplementary information you submit to the Department. D. Signatures Gino Fodera, Trustee Applicant Name Date Signature Attorney John T. Smolak Representative(if any) Date Signature Wpaform3.doc•Stormwater Management Form•rev.3/1105 Page 5 of 5 OPERATION AND MAINTENANCE PLAN OPERATION AND MAINTENANCE PLAN PROPOSED STORMWATER MANAGEMENT FACILITIES 1820-1830 TURNPIKE STREET NORTH ANDOVER,MASSACHUSETTS The following Operations and Maintenance Plan("O&M") has been prepared to ensure that proposed systems function as designed. The O&M plan includes a maintenance schedule to ensure that structural and non-structural components are implemented properly and identifies the responsible parties. A brief summary of the specific BMP's to be implemented at the site are as follows: Non-Structural Methods Site Layout Any naturally and maintained vegetated buffers temporarily disturbed during stormwater structure installation will be stabilized upon completion of project activities. Source Control A comprehensive source control program will be implemented at the site which includes regular pavement sweeping(at least four times per year),catch basin cleaning, and Stormtech cleaning and infiltration bed inspection and cleaning. Spill Prevention A spill prevention plan that includes an emergency notification plan and cleanup program will be developed as part of the National Pollution Discharge Elimination System (NPDES) Construction General Permit. At a minimum the following good housekeeping practices will be followed on-site during construction: 1. An effort will be made to store only enough product required to do the job. 2. All materials stored on-site will be kept in a neat,orderly manner in their appropriate containers and,if possible, under a roof or other enclosure. Structural Methods A. Deep Sump Catch Basins 1. During Construction a. Protect catch basins grates with hay bales, check dams until base paving course is installed and landscaped areas are stabilized and/or vegetated. b. Inspect basins monthly or following rainstorms of greater than one inch in 24 hours and clean when sediment levels are greater than twelve inches. 2. Long Term a. Inspect basins monthly and clean as necessary,but at least twice annually. B. Stormceptor Unit 1. Maintain in accordance with Manufacturer's recommendations (copy follows). The Stormceptor Units shall be inspected at least four times annually and after any spill event. The units shall be maintained annually and immediately following any spill event. C. Infiltration Beds 1. During Construction a. Before the development site is graded, areas of infiltration beds should be roped off to prevent heavy equipment from compacting the underlying soils. b. Infiltration beds shall not be used as temporary sediment traps during construction. C. During and after excavation, all excavated materials should be placed away from the infiltration beds to prevent redeposition during runoff events. All excavated materiais should be properly handled and disposed,during and after construction. d. Light earth-moving equipment should be used to excavate the infiltration basin. The basin floor should be deeply tilled with a rotary tiller or a disc harrow to restore infiltration rates, after final grading. 2. Long Term a. The infiltration beds shall be inspected following each major storm (more than one inch of rainfall in 24 hours)but at least four times annually. Water levels in the observation wells should be recorded at the beginning, 24 hours and 48 hours following a major storm. The water level should not exceed six inches at 48 hours after the end of the storm. If so, the bed is likely to require cleaning or replacement. The use and maintenance of pretreatment BMP's (catch basins and Stormceptors)will minimize the likelihood of maintenance of the infiltration beds. D. Snow Removal Snow removal will be conducted in accordance with the DEP, Bureau of Resource Protection Snow Disposal Guidance, effective March 8, 2001. Snow will not be stockpiled in or adjacent to wetland resource areas. Snow will be stockpiled in the designated soil stockpile areas shown on the project plans. Snow will not be stockpiled within the 25'No-Disturbance Zone or on top of storm drains. The party responsible for Operation and Maintenance of the Stormwater Management Facilities is: GFM General Contracting Corporation 325 N. Main Street#1513 Middleton, MA. O1949 Tel: 617-877-9963 Or its heirs and assigns. EXHIBIT F Traffic Impact and Access Study Site Plan Review Memorandum -- Planning Board . Traffic Impact & Access Study Proposed Commercial Development Project North Andover, Massachusetts Proponent GFM General Contracting Corp. Jy Dermot J. Kelly Associates,Inc. /� Traffic Engineering/Transportation Planning 280 Main Street,Suite 204 North Reading,MA 01864-1300 Office: 978-664-2205 Fax: 978-664-2444 TRAFFIC IMPACT & ACCESS STUDY Proposed Commercial Development Project North Andover, Massachusetts Proponent GFM General Contracting Corporation November 16, 2t06 prepared by Dermot J. Kelly Associates, Inc. Traffic Engineering/Transportation Planning III 280 Main Street,Suite 204 North Reading,MA 018641300 Office: 978-664-2205 Fax: 978-664.2444 730-TIS1 Copyright 0 2006 by WK. All rights rssgrv®d. TABLE OF CONTENTS Page EXECUTIVESUMMARY.................................................................................................. 1 PROJECTDESCRIPTION.............................................................................................1 ALTERNATIVE STUDIES........................... ...............................................................1 STUDYAREA................................................................................................................2 EXISTING TRAFFIC VOLUME CONDITIONS...............................................................2 FUTURE TRAFFIC VOLUME CONDITIONS.................................................................2 Background Traffic Growth. ............................................... ................ .................2 Site-Generated Traffic................................................................................................3 TripDistribution..........................................................................................................3 TRAFFIC OPERATION ANALYSIS...............................................................................3 Route 114 at the Site Drive............................................ . .........................................3 MITIGATIONMEASURES. .......................................... ..........................................3 CONCLUSIONS ................................................. .....................................................4 PROJECT DESCRIPTION............ .............................................................. ...............5 PROPOSAL...................................................................................................................5 ALTERNATIVES TO THE PROJECT.........:.....................................................................6 ALTERNATIVES TO THE PROJECT............................................................................6 THE EXISTING BUILT ENVIRONMENT..........................................................................7 FIELDSURVEY.............................................................................................................7 GEOMETRICS...............................................................................................................7 Route114...................................................................................................................7 TRAFFICVOLUMES..................... ....... .................................................................8 ANNUAL AVERAGE DAILY TRAFFIC VOLUMES......................................................10 VEHICLESPEEDS......................................................................................................11 FUTURE TRAFFIC VOLUME CONDITIONS..................................................................13 INTRODUCTION.........................................................................................................13 VEHICLE-TRIP GENERATION ...................................... ...... 14 TRAFFIC DISTRIBUTION/ASSIGNMENT...................................................................15 TRAFFICANALYSIS......................................................................................................16 TRAFFIC FLOW AND OPERATION CHARACTERISTICS.................................. I 730-7151 Copyright 0 2006 by DJK. All rights reserved. METHODOLOGY.......................................... .............................................................17 Levelof Service................... .................................................................................17 Unsignalized Intersections.......................................................................................17 TRAFFIC ANALYSIS RESULTS..................................................................................18 Route114 at the Site Drive......................................................................................18 SIGHTDISTANCE..........................................................................................................19 SIGHTDISTANCE........ ...........................................................................................19 APPENDICES.................................................................................................................21 730-TISJ ii Copyright 0 2006 by WK, All rights reserved. EXECUTIVE SUMMARY Dermot J. Kelly Associates, Inc. (DJK) has conducted a Traffic Impact and Access Study for a proposed commercial development project to be located adjacent to and northeast of Route 114 and south of Berry Street in North Andover, Massachusetts. Figure i graphically presents the site location in relation to the local and regional roadway network. This report identifies. existing traffic operating parameters on the adjacent roadway system, evaluates the potential traffic-related impacts associated with the proposed project and identifies potential traffic mitigation measures necessary to minimize the impact of the proposed project. PROJECT DE CRIPTION The project proponent presently is planning for the construction of approximate 25,909 square feet (SF) of commercial office, retail and storage floor space in North Andover, Massachusetts. The proposed project would be constructed in a single building having 9,184 SF of first floor space, of which 5,840 SF would be dedicated to general retail use and of which 3,344 SF would be dedicated to specialty retail convenience market use. The second floor, 10,911 SF, would be dedicated to general office use. There is also 5,814 SF of storage space available in the attic for a total of 25,909 SF. The proposed main site access drive would be located on Route 114 with two secondary drives located along Berry Street. ALTERNATIVE STUDIES For the purposes of this report,the following alternatives were evaluated: • No-Build - The No-Build alternative was examined to establish the 2011 baseline traffic-volume conditions. The incremental impacts of the proposed project may be determined by making comparisons to the No-Build alternative. The No-Build alternative assumes that the project is not built. 730-TIS1 1 Copyright 0 2006 by DJK. All rights reserved. Figure 1: Site 14cation Map w ��YY * STTE e t 0 1000 � ^�Y f34 ANDermot J. Kelly Associates, Ine. Traffic Engineering/Transportation Planning CORright 0 2006 By Nk. AR rlOts roev"d, 724nGl • Build - The Build alternative includes the development of the proposed project. The Build alternative is evaluated in this report and is compared to the No-Build analysis condition. The Build condition represents the increase in traffic from the previous condition to the proposed condition (i.e., the delta impact). The Build condition includes the construction of the proposed commercial retail and office development project. STUDY AREA The study area includes Route 114 adjacent to the site and the intersection of the Proposed Site Access Drive with Route 114. EXISTING TRAFFIC VOLUME CONDITIONS Analysis of the recent traffic counts indicates that weekday volumes averaged21,338 vpd (vehicles per day) along Route 114 adjacent to the site during November 2006. During the two peak travel demand periods, which generally occurred between 7 and 9 AM and between 4 and 6 PM an average of 1,824 and 1,810 vph were observed along Route 114 during the weekday morning and evening peak hours, respectively. FUTURE TRAFFIC VOLUME CONDITIONS Background Traffic Growth To represent future 2011 No-Build traffic-volume conditions, the existing traffic volumes were increased to account for background traffic growth. Accordingly, the existing traffic volumes were increased to account for the development of the following other projects: • Completion of the residential condominium development project located along Route 114 opposite Sharpner's Pond Road; • Old Salem Village located along Route 114 north of the Project Site; • Boston Hill residential condominiums to be located along Route 114 opposite Johnson Street; • Merrimac Commons located along Route 114 south of the Project Site;and • Senior Housing located along Route 114 north of Berry Street. Additionally, the existing traffic volumes along Route 114 were increased by +1.0 percent per year up through 2011. 730-T151 2 Copyright 0 2006 by DJK. All rights reserved. Site-Generated Traffic Based on the Institute of Transportation Engineers (ITE) trip generation rates, it is anticipated that the 25,909 SF commercial retail/office project development would P generate approximately 1,582 vehicle-trips per day. This daily volume would be split evenly with 791 vehicle-trips entering and 791 vehicle-trips exiting the site over the course of the entire 24-hour day. More importantly, during the weekday evening peak hour, the proposed development project would generate a total of 160 vehicle-trips with 73 vehicle-trips entering and 87 vehicle-trips exiting the project site. The remaining vehicle-trips would occur over the course of the day. Trip Distribution Trip-distribution patterns were developed specifically for this study and are summarized as follows: • Route 114 to/from the North 55% • Route 114 to/from the South 45% TOTAL 100% TRAFFIC OPERATION ANALYSIS Unsignalized intersection capacity analysis was performed for the study area intersections. The capacity analysis is summarized below by location. Rout 114 at the Site Drive Under 2011 Build with development traffic volume conditions, the left-turn entering movement would operate at LOS B and the left- and right-turn exiting movements would operate at LOS D during the evening peak hour. MITIGATION MEASURES The final phase of the analysis process is to identify the mitigation measures necessary to minimize the impact of the project on the transportation system. The proponent has made a commitment to implement alt mitigation measures listed below. • At the driveway intersection with Route 114 the egress movements are suggested to be under stop sign control with a painted STOP bar. A double yellowpainted centerline is suggested to be provided within the driveway opening. Overhead street lighting should be considered in the vicinity of the proposed driveway location. • The main site access driveway is suggested to consist of a minimum 24-foot wide cross section with one 12-foot wide lane for entering traffic and one 12-foot wide lane for exiting traffic. Intersection corner radii are suggested to be 30-foot radius. The driveway is proposed to be 25 feet wide and the corner radii are 30 feet within the State Highway Layout. iso-ns1 3 Copyright 0 2006 by DJK. All rights reserved. x • To enhance the overall sight distances at the proposed intersection of the Proposed Driveway with Route 114, it is recommended that roadside vegetation and topographic ground elevations adjacent to the access/egress driveway be maintained such that sufficient safety sight lines are provided in both directions +9 throughout the life of the project. Along Route 114 the triangular area across the project frontage should extend to a minimum of 14.5 feet back from the existing edge of the roadway (representing an existing vehicle) and extend to a maximum possible location (453 feet minimum) to the north and to the south in each direction along Route 114 representing an approaching vehicle. CONCLUSIONS Based on the traffic analysis presented in this study, there is sufficient capacity at the Proposed intersection to accommodate the proposed development project. The overall traffic-related impacts will not create any adverse impacts on traffic operations that would require any additional roadway improvements at the Proposed Site Drive. The location and number of driveways especially along Route 114 have been minimized to reduce the number of turning movements and hazardous exits and.entrances. The Route 114 driveway has been located along the project frontage to maximize the spacing between adjacent driveways serving the Equestrian Shop to the north and Amberville Road to the south. Internal site pedestrian and traffic circulation has been designed to maximize traffic safety. Sao-nsi 4 Copyright 0 2006 by WK. All rights reserved. PROJECT DESCRIPTION PROPOSAL The project proponent presently is planning for the construction of approximate 25,909 square feet (SF) of commercial office, retail and storage floor space in North Andover, Massachusetts. The proposed project would be constructed in a single building having 9,184 SF of first floor space, of which 5,840 SF would be dedicated to general retail use and of which 3,344 SF would be dedicated to specialty retail convenience market use. The second floor, 10,911 SF, would be dedicated to general office use. There is also 5,814 SF of storage space available in the attic for a total of 25,909 SF. The proposed main site access drive would be located on Route 114 with two secondary drives located along Berry Street. I 730-TISI 5 Copyright 0 2006 by DJK. A!1 rights reserved. ALTERNATIVES TO THE PROJECT ALTERNATIVES TO THE PROJECT For the purposes of this report,the following alternatives were evaluated: • No-Build - The No-Build alternative was examined to establish the 2011 baseline traffic-volume conditions. The incremental impacts of the proposed project may be determined by making comparisons to the No-Build alternative. The No-Build alternative assumes that the project is not built. • Build - The Build alternative includes the development of the proposed project. The Build alternative is evaluated in this report and is compared to the No-Build analysis condition. The Build condition represents the increase in traffic from the previous condition to the proposed condition (i.e., the delta impact). The Build condition includes the construction of the proposed commercial retail and office development project. I 7aamst 6 Copyright 0 2006 by DJK. All rights reserved. THE EXISTING BUILT ENVIRONMENT FIELD SURVEY A comprehensive field inventory of the adjacent roadway system was conducted during November 2006. The field inventory included collection of existing roadway geometrics, traffic volumes,and safety data for the roadway adjacent to the site. Traffic volumes were measured by means of an automatic traffic recorder (ATR) counter along Route 114. Safety inventories included vehicle speed observations and a detailed evaluation of the safety sight lines at the site driveway location along Route 114. GEOMETRICS Route 114 Route 114 in the immediate vicinity of the site is generally a three-lane roadway with one through lane for each direction of travel and a dual use center left-turn lane located opposite the site. The travel lanes are generally 12 feet wide with a 6-foot to 10-foot gravel shoulder on each side of the roadway. Route 114 provides access/egress to numerous adjacent highway retail and commercial land uses as well as residential land use along its entire length. Route 114 consists of bituminous concrete pavement in fair condition with no major pavement break-up of edge raveling noted during the field inventory period. Horizontal and vertical alignments are fair along Route 114 with the roadway passing the site driveway over relatively level/tangent alignment. Vehicular movements along Route 114 7 7aarsl Copyright 0 2006 by DJK. All rights reserved. in the vicinity of the site are generally uncontrolled with side streets and driveways under STOP control. TRAFFIC VOLUMES Recent traffic volumes were recorded mechanically over a 48-hour period, during Wednesday and Thursday, November 1 and 2, 2006. These traffic volumes were reviewed to determine average daily and peak-hour traffic volumes along Route 114 adjacent to the site. Table 1 summarizes the 2006, 2005 and 2000 traffic-volume data collected along Route 114 adjacent to the site. The actual 2006 traffic volume data is reproduced in the appendix of this report. Analysis of the recent traffic counts indicates that weekday volumes averaged 21,338 vpd (vehicles per day) along Route 114 adjacent to the site during November 2006. During the two peak travel demand periods, which generally occurred between 7 and 9 AM and between 4 and 6 PM an average of 1,824 and 1,810 vph were observed along Route 114 during the weekday morning and evening peak hours, respectively. Figure 2 graphically presents the results of the traffic volume inventory for the weekday evening peak hours. 730MS1 8 COPYdght 0 2006 by DJK. All rights reseNed. Figure 2: 2006 E�sting Peak Hour Traffic Volumes WEEKDAY EVMWG PEAK HOUR a v 0 N 1 SITE DRIVE � srrE 0 W N W Y a z R Schematic DJKDermot J. Kelly Associates, Inc. Traffic Engineering/Transportation Planning COPA►+t ®zap By Dec. All rVft 730—Nett TABLE 1 EXISTING TRAFFIC VOLUME SUMMARY Daily Traffic Peak-Hour Location/ (24 hour) Peak Traffic Volume K Time Period a Hour v h b F actor° Route 114 Adjacent to the Project Site. Wednesday 21,282 7:00-8:00 AM 1,803 8.5 11/1/06 5:00-6:00 PM 1,862 8.7 Thursday 21,394 7:00-8:00 AM 1,844 8.6 11/2/06 4:30-5:30 PM 1,757 8.2 Average 21,338 Morning 1,824 8.5 Weekday Evening 11810 8.5 Route 114 South of the Project Site. Monday --- --- -- 2/7/05 5:00-6:00 PM 1,808 -- Tuesday 20,705 7:00-8:00,AM 1,900 9.2 2/8/05 5:00-6:00 PM 1,786 8.6 Wednesday --- 7:15-8:15 AM 1,985 2/9/05 5:00-6:00 PM 1,783 Average Morning 1,943 Weekday Evening 1,793 Monday --- ___ __ 2/28/00 --- 4:45-5:45 PM 1,858 -- Tuesday 21,611 7:15-8:15 AM 2,130 9.9 2/29/00 4:45-5:45 PM 1,938 9.0 Wednesday 23,815 7:15-8:15 AM 2,304 9.7 3/1/00 4:45-5:45 PM 2,223 9.3 Thursday 23,130 7:15-8:15 AM 2,207 9.5 3/2/00 5:00-6:00 PM 2,129 9.2 Friday 22,958 7:15-8:15 AM 1,899 8.3 3/3/00 4:45-5:45 PM 1,985 8.6 Saturday 19,290 3:15-4:15 PM 1,706 8.8 3/4/00 Monday 22,376 7:00$:00 AM 2,214 9.9 3/6/00 4:45-5:45 PM 2,080 9.3 Average 22,778 Morning 2,151 9.4 Weekday Evening 2,036 8.9 Vehicles per day. bVehicles per hour. cPercent of daily traffic occurring during the peak hour. 730-TIs1 9 Copyright 0 2006 by DJK. All rights reserved. ANNUAL AVERAGE j2AILY TRAFFIC VOLUMES Annual average daily traffic (AADT) data available from MassHighway permanent traffic count station located on Route 114/125 in North Andover north of the Andover By-Pass indicates that the AADT from 1998 through 2003 has increased by a total of 0.5 percent or an average 0.1 percent per year. Table 2 summarizes the AADT data and the resulting growth rate. TABLE 2 ANNUAL AVERAGE DAILY TRAFFIC VOLUME SUMMARY8 Annual Cumulative Average Growth Growth Growth Time (From Compared to Rate from Period AADTb Year to Year) 1998 1998 1998 41,496 --- --- --- 1999 41,837 0.8% 0.8% 0.8% 2000 41,651 -0.4% 0.4% 0.2% 2001 43,481 4.4% 4.8% 1.6% 2002 40,909 -5.9% -1.4% -0.4% 2003 41,708 2.0% 0.5% 0.1% Source: Massachusetts Highway Department Permanent Traffic Count Station No.502,Route 1141125,North Andover north of the Andover By-Pass. No data was reported for this location for 2004 and 2005. bAADT=Annual Average Daily Traffic. 730-TIS1 10 Copyright 0 2006 by DJK. All rights reserved. VEHICLE SPEEDS Speed measurements were taken by a standard traffic engineering procedure called the "floating car method." Vehicle speeds were measured by means of an observation car traveling through the study area at a speed consistent with the flow of traffic on the roadway. A limited number of these observations were made over the field inventory period along Route 114 adjacent to the site. The limited numbers of speed observations were obtained to gain a meaningful value of an average and typical vehicle traveling through the area. The results of the speed measurements are summarized in Table 3. As shown, the speeds varied along Route 114 with speeds recorded in the range of 40 to 55 mph in both the northbound and southbound directions. The posted speed limit is 45 mph along Route 114. TABLE 3 OBSERVED ROADWAY SPEED SUMMARY Location/ Posted/Official Observed Direction Speed Travel of Travel Limit(mph) Speed(mph) Route 114 South of the Project Site. Northbound 45 40 to 55 Southbound 45 40 to 55 mph=miles per hour. Spot speeds were also recorded by an automatic traffic recorder (ATR) placed along Route 114 over a 48-hour period during November 2006. The results of the speed measurements are summarized in Table 4. As shown,the mean speed along Route 114 southbound was recorded at 47 mph. With the 8e percentile speed was recorded at 52 mph. Northbound, the mean speed was recorded at 46 and 47 mph with the 8e percentile speed recorded at 52 mph. The pace speed was 40-49 mph for both the southbound and northbound directions of travel. The actual November 2006 speed data is reproduced in the appendix of this report. The recent November 2006 speed data is consistent with the speed data collected immediately south of the site during February 2005. 730-TIS1 1 COPYright 0 20M by DJK. Ali rights reserved. TABLE 4 VEHICLE SPEED SUMMARY Posted Mean Be Total Location/ Speed Se Percentile 10 mph Number Direction Limit Percentile Speed Pace of of Travel (mph)" Speed(mph) (mph) Speed Observations Route 114 Adjacent to the Project Site: Southbound Wednesday, 11/1/06 45 47 52 40-49 10,266 Thursday,11/2/06 45 47 52 40-49 10,364 Total -- -- -- -- 20,630 Northbound Wednesday, 11/1/06 45 47 52 40-49 11,016 Thursday,11/2/06 45 46 52 40-49 10.030 Total -- -- -- -- 22,046 Southbound Monday,2/7/05 45 47 52 45-54 4,788 Tuesday,2/8/05 45 47 52 45-54 10,234 Wednesday,2/9/05 45 48 53 45-54 9.280 Total -- -- -- -- 24,302 Northbound Monday,2/7/05 45 46 51 40-49 5,582 Tuesday,2/8/05 45 46 51 40-49 10,471 Wednesday,2/9/05 45 46 51 40-49 9.096 Total -- -- 25,149 amph=miles per hour. 730-TISI 12 Copyright 0 2006 by DJK. All rights reserved. FUTURE TRAFFIC VOLUME CONDITIONS INTRODUCTION This section of the report determines the future traffic volume levels along the study area roadways and intersections. To determine the impact of site-generated traffic volumes on the roadway network under future conditions, the existing traffic volumes in the study area were projected to the year 2011 to be consistent with Massachusetts State guidelines for Traffic Impact Assessments. Traffic volumes on the roadway network at that time will include all existing traffic, background traffic growth, and the site-generated traffic volumes. BACKGROUND TRAFFIC GROWTH Traffic growth on area roadways is a function of the expected land development in the immediate area as well as the surrounding region. Several methods can be used to estimate this growth. A procedure frequently employed is to identify the location and type of new developments planned to occur during the designated planning horizon, estimate the traffic to be generated and assign it to the area roadway network. This method usually produces a realistic estimate of growth for local traffic. The surrounding area was investigated during the preparation of this Study to identify existing and projected development projects anticipated to occur by 2011. Based on this information and other background information, it was assumed for traffic planning purposes that the following projects are constructed and operational by 2011: • Completion of the residential condominium development project located along Route 114 opposite Sharpner's Pond Road; • Old Salem Village located along Route 114 north of the Project Site; rsarisi 13 CoPyright 0 2006 by DJK AN rights reserved. • Boston Hill residential condominiums to be located along Route 114 opposite Johnson Street; • Merrimac Commons located along Route 114 south of the Project Site;and • Senior Housing located along Route 114 north of Berry Street. In addition to the development projects noted above, existing traffic volumes were increased by 1% per year up through 2011 to account for background traffic growth which may occur from other development projects not anticipated at this time. Figure 3 graphically presents the 2011 No Build Weekday Evening Peak-hour traffic volumes. VEHICLE-TRIP GENERATION Traffic volumes generated by commercial retail/office development projects normally follow well established patterns with respect to magnitude and temporal distribution. Measurements of numerous such developments conducted by the Institute of Transportation Engineers (ITE) have established trip generation rates which have been standardized for analysis purposes. The rates at which commercial projects generate vehicle-trips depend on the type of commercial project; i.e., specialty retail versus convenience market versus office development project. Accordingly, the ITE Trip Generation Manual was researched with the appropriate vehicle-trip generation characteristics applied to the proposed project. Based on the Institute of Transportation Engineers (ITE) trip generation rates, it is anticipated that the 25,909 SF commercial retail/office development project would generate approximately 1,582 vehicle-trips per day. This daily volume would be split evenly with 791 vehicle-trips entering and 791 vehicle-trips exiting the site over the course of the entire 24-hour day. More importantly, during the weekday evening peak hour, the proposed development project would generate a total of 160 vehicle-trips with 73 vehicle-trips entering and 87 vehicle-trips exiting the project site. The remaining vehicle-trips would occur over the course of the day. Table 5 summarizes the peak-hour and daily project-generated traffic volumes for the entire project. 730-TIS1 14 COPYright 0 2006 by DJK. All rights reserved. Figure 3: 2011 No Build Peak Hour Traffic Volumes WEEKDAY EVENING PEAK HOUR 0 rn j SITE azrvr: 1 SITE NOMEMENW Y a z Schematic DJKDermot J. Kelly Associates, Inc. Traffic Engmeering/Transportation Pla Mg Copyright ©2006 By DJK. M ruts reswv" 730—Nett TABLES VEHICLE-TRIP GENERATION SUMMARY Proposed Time Period/ Development Project Direction of Travel (25,909 SF) Weekday Evening Peak Hour Entering (vph)a 73 Exiting tvph) $7 Total (vph) 160 Average Weekday Entering (vpd)b 791 Exiting(vpd) 791 Total (vpd) 1,582 ph=vehicle-trips per hour. bvpd=vehicle-trips per day. TRAFFIC DISTRIBUTION jl ASSIGNMENT Directional distribution of generated trips to and from the proposed development is expected to follow existing traffic patterns which, in turn, is a function of population densities, shopping opportunities, areas of employment and recreational activities. Accordingly, the directional split of the new trips originating from, or destined to, the development were based on existing traffic patterns as observed for this study. The site-generated traffic volumes were superimposed onto the 2011 No Build traffic volume networks creating the 2011 Build traffic volume networks. Figure 4 graphically presents the 2011 Build weekday evening peak-hour traffic volume networks. I 7aa'nst 15 Copyright 0 2006 by DJK. All rights reserved. Figure 4: 2011 Build Peak Hour Traffic Volumes WEEKDAY EVMWG PEAX HOUR �r x �s^ L(48 S"I?E 1�► �-(A SITE DRIVE a (m t(� Tota (160) M M ry N w x (L z o: R Legend: xx Total Vehicle Trips (xx) Site Generated Trips Only Schematic DJKDermot J. Kelly Associates, Inc. Traffic Engineering/'iransportation Planning COPYHOt 0 MW 6r DK AM rights rid 730-Ng" TRAFFIC ANALYSIS Previous sections of this report have summarized existing traffic patterns, future peak- hour traffic-volume levels, expected traffic generation, and expected trip distribution and assignment for the proposed development project under weekday evening peak-hour traffic-volume conditions. The next step in the study is to determine the impact the proposed development project will have on the adjacent roadway system. The analysis assumes no roadway improvements in the study area except for the construction of the proposed access driveway located along Route 114. TRAFFIC FLOW AND OPERATION CHARACTERISTICS Traffic flow and operating characteristics are measured in terms of level of service both without and with the proposed development project. The without development traffic volumes were developed from the traffic-volume data collected specifically for this study. Traffic-volume data collected during November 2006 were summarized to produce a composite picture of the existing peak-hour traffic-volume conditions. The existing 2006 traffic volumes along Route 114 were increased to account for five other known development projects discussed earlier plus an additional+1.0 percent per year increase in traffic to account for background traffic growth that may occur up through 2011 (project filing year plus 5 years). The Build, with-development, traffic volumes include the existing peak-hour traffic volumes, plus background traffic growth, plus the site-generated peak-hour traffic volumes. 730-71St 16 Copyright®2006 by DJK. Ail rights reserved. METHODOLOGY Level of Service The primary result of capacity analysis is the assignment of level of service to traffic facilities under various traffic-flow conditions.t The concept of level of service is defined as a qualitative measure describing operational conditions within a traffic stream and their perception by motorists and/or passengers. A level-of-service definition provides an index to quality of traffic flow in terms of such factors as speed, travel time, freedom to maneuver,traffic interruptions,comfort, safety,and convenience. Six levels of service are defined for each type of facility. They are given letter designations from A to F, with level-of-service (LOS) A representing the best operating conditions and LOS F the worst. Since the level of service of a traffic facility is a function of the traffic flows placed upon it, such a facility may operate.at a wide range of levels of service, depending on the time of day,day of week, or period of year. Unsignalized Intersections The level of service for unsignalized intersection is determined by the application of a procedure described in the HCM 2000 Highway Capacity Manual.2 The procedure accounts for lane configuration on both minor and major approaches, conflicting traffic stream volumes,and type of intersection control (STOP versus YIELD). First,theoretical maximum or capacity flow of vehicles for each minor approach lane is calculated. The capacities are then compared to the demand at the respective minor approaches. The delay is then calculated based on the critical gap time, move-up time as well as other various factors. Table 6 summarizes the relationship between level of service and expected delay to minor street traffic. . TABLE 6 LEVEL-OF-SERVICE CRITERIA FOR STOP-CONTROLLED INTERSECTIONSa Level Average Of Control Delay Service (Seconds/Vehicle) A : 10 B >10- 15 C >15-25 D >25-35 E >35-50 F >50 ource: Highway Capacity Manual,(HCM 2000):Transportation Research Board,Washington,DC,2000. t Highway capacity Manual(HCM 2000):Transportation Research Board.Washington,DC,2000. Nghway Capacity Manual,(HCM 2000):Transportation Research Board,Washington,DC,2000. 730-Tisi 17 Copyright 0 2006 by DJK. All rights reserved. TRAFFIC ANALYSIS RESULTS Capacity analyses have been conducted at the study area intersection. Results of these analyses are summarized below by intersection and are tabulated in Table 7. Route 114 at the Site Drive Under 2011 Build with development traffic volume conditions, the left-turn entering movement would operate at LOS B and the left-and right-turn exiting movements would operate at LOS D during the evening peak hour. TABLE 7 UNSIGNALIZED INTERSECTION LEVEL-OF-SERVICE SUMMARYa _ 2006 ExisdM 2011 NO-BuIld 2011 Build Location/Peak Hour/ LOSb AD* Demand LOS AD Demand LOS AD Demand Approach Route 114 at the Proposed Site Drive: Weekday Evening Peak Hour Left Turns Entering - --- - —. .. B 11.3 40 Left&Right Tums Exiting - -- -- - --- - D 34.6 87 aThe critical gaps were not reduced by 1.0 to 1.5 seconds as suggested by the New England Section ITE Technical Committee, bLevel of service. cTotal Average Control Delay(secondstvehide). 730-TIS1 18 Copyright 0 2006 by DJK. All rights reserved. SIGHT DISTANCE SIGHT DISTANCE In the vicinity of the proposed project site, Route 114 approaches the Proposed Site Drives over a generally level/tangent alignment adjacent to the site. Detailed Sight Distance measurements were conducted with respect to the Route 114 approaches to the proposed intersection to identify any potential mitigation measures, which would enhance the available Sight Distance. Sight Distance considerations are basically divided into two criteria: (1) Stopping Sight Distance (SSD) and (2) Intersection Sight Distance (ISD). Stopping Sight Distance 1SSD) SSD is the distance required for an approaching vehicle to perceive and react accordingly to an exiting or entering vehicle. The values are based upon a perception and reaction time of 2.5 seconds and a braking distance calculated for wet level pavement. When the roadway is either on an upgrade or downgrade, grade correction factors are applied. Intersection Siaht Distance(ISD) ISD is based upon a perception and reaction time and the time required to complete a desired exiting maneuver after the decision to do so has been made. Values for ISD represent the time required to: (1) turn left or right and to accelerate to the operating speed of the street without causing approaching vehicles to reduce speed by more than 70% of the initial/design speed and (2) upon turning left, or crossing the major roadway, to clear the roadway without conflicting with vehicles approaching from the left. When a rade exists i g n the roadway or when larger speed reduction values are acceptable, correction factors are applied. 19 Sao-psi COPYright 0 2006 by DJK. All rights reserved. SSD is far more important as it represents the minimum distance required for stopping, while the ISD criteria is based only upon acceptable speed reductions to the approaching traffic stream. Table 8 compares the measured SSD with the minimum SSD requirements for both the observed vehicle speeds as well as the posted speed limit along Route 114 in the vicinity of the site. As can be seen in Table 8,the available SSD exceeds the minimum SSD requirements for the posted speed limit of 45 mph as well as the observed prevailing speed (85th percentile) of up to 52 mph. TA13LE 8 SUMMARY OF STOPPING SIGHT DISTANCE ANALYSIS SOP Posted Percentile SSD Requirements Speed Observed Measured (feet)for Location/ Limit Speed SSDb Desian Speed Condition Direction of Travel (mph)8 (mph) Meet) 45 mph 52 mph Route 114 at the Proposed Site Drive: North of the Site Drive Vehicle B Approaching Looking South 45 52 SB +500 360 453 Vehicle A Exiting Looking North 45 52 SB +500 360 453 South of the Site Driye Vehicle A Exiting Looking South 45 52 NB +500 360 453 Vehicle B Approaching Looking North 45 52 NB +500 360 453 Maes per hour. bSSD measurements assume the recommendations contained in this report are implemented. °Source: A Policy on Geometric Design of Highways and Streets, American Association of State Highway and Transportation officials(AASHTo):a Edition,2004. 730-TISJ 20 COPyright 0 2006 by DJK. Ail rights reserved. APPENDICES A. TRAFFIC VOLUME AND VEHICLE SPEED DATA B. VEHICLE-TRIP GENERATION TABLES C. CAPACITY ANALYSIS 21 730-TIS1 Copyright 0 2006 by DJK. A11 rights resented. YP7 PRECISION DATA INDUSTRIES, LLC Famses .1234 rl s PRECISION D A T A INOUSTRO,L.c h r. N yy s xu� µ x rn Engineer; Project#; Bate; PCSA State; D Kew 7W Wed 11111€6 thru Thur 1112/06 6 3869 North Andover, MA r PRECISION Turnpike Street(Route 114) D A T A 60869Avolume east of Berry Street m9xisnam1.1.0 Site Code.730 MAUXI Owft035M City, State:North Andover, MA 0ffkftW&481-3M ftXSVA*-%aIZK C11; nt:PS14m, &ftAd&WmqwzU*PdW-,=n i�- .... ................. ................... —-------- ES W8 C4Mbhned 01-Now- 06 P.M' A.M. P.M. A.M. P'M. uVgd 12:00 15 137 60 11 86 266 12,15 9 124 53 128 62 252 12:30 11 138 so 158 61 296 12:45 5 40 133 532 38 191 135 640 43 231 288 1072 01.00 10 131 28 131 30 262 01:15 6 125 16 149 22 274 01:30 a 135 12 139 20 274 01:45 5 29 137 sn 15 71 lu 563 20 100 271 1081 02:00 7 152 10 139 17 291 02:15 5 151 a 160 13 311 02:30 2 153 11 155 13 308 02:45 1 15 147 603 6 34 203 657 6 49 350 1260 03:00 6 194 9 208 16 400 03:15 10 186 8 iw 18 372 03:30 8 187 4 225 12 412 03:45 7 31 183 750 9 30 264 881 16 61 447 1631 04:00 15 181 9 196 24 377 04-15 22 197 12 237 34 434 04:30 20 220 .17 208 37 428 04:45 31 Be 196 794 14 62 230 871 45 w 426 low 05:00 27 213 22 234 49 447 05:15 64 214 42 272 106 486 05:30 72 191 44 296116 487 05:45 103 266 202 820 54 162 240 1042/ 167 428 442 1862 ✓ 06:00 148 191 67 196 215 387 06:15 211 195 103 211 314 406 0610 223 154 140 139 383 293 06:45 232 814 127 667 186 496 121 667 418 1310 248 1334 01-:00 269 91 193 103 462 194 07:16 250 80 257 110 507 190 07:30 213 87 237 93 450 180 07:45 166 888 79 337 218 05 94 400 384 1803`'f 173 737 ✓ OUG 152 84 231 97 383 11214 171 08:15 185 so 243 83 428 1445' 173 08:30 142 63 213 67 365 1 IWO 130 08:44, 152 631 74 311 246 m 74 311 3" 16% 148 622 09-00 138 62 169 94 .307 156 0915 163 61 140 93 303 154 09:30 180 60 147 53 327 113 09:45 149 630 46 229 121 677 60 300 270 1207 106 629 10:00 136 49 114 so 250 107 10:15 131 54 128 58 259 lio 10:30 132 3.3 120 46 252 79 10:45 117 sle 39 174 139 501 46 207 256 1017 86 381 11:00 121 23 92 38 213 61 1115 126 28 124 44 250 72 11:30 105 15 1" 37 249 52 1145 138 490' 7 73 131 491 25 144 259 981 32 217 Tota# 4448 5818 4443 6673 $891 12391 ............... Percent 5U% 47,0% 50.0% 53.0% Day Total 10266 11016 21282 Peak 06:30 04:30 0715 05-00 06:45 05.00 Vol. 974 843 943 1042 1837 1W2 ✓ 0,906 0-968 0.917 0-880 0.9w 0-958 Page 1 PRECISION Turnpike Street(Routs 114) D A T A 60869Avolume east of Berry Street FOUST05WIC Site Code: 730 PQ Bw 3*1 Rafft DIM City,State.- North ArKlmr,MA owa&s"t"" MA Fw5ft-wim Client-,WK/0. Kelly Em*,dMw**wQ5ftWkX" '.............Kelly........__. ------- start ES ws Combink! P.M A.M. P.M. A.M. 06 Thu ---12,00 9 19 130 28 253 12:15 11 124 21 136 32 260 12:30 13 142 10 131 23 273 12:45 12 45 138 537 12 62 132 529 24 107 270 1066 01:00 11 118 9 164 20 272 01:15 6 151 4 133 10 2154 01:30 6 126 4 132 10 258 0';:45 4 27 142 537 6 23 1,36 556 10 50 278 1002 02:00 9 140 7 165 16 296 02,15 8 160 7 168 15 328 02:30 4 168 6 124 10 292 02:45 4 25 166 623 2 22 207 664 6 47 362 1277 03.00 6 lee 2 203 7 389 03:15 10 180 3 227 13 407 0130 13 164 10 215 23 379 0145 7 35 178 708 a 23 270 gis 15 68 448 1623 04:00 11 183 10 239 21 421 04:15 14 203 7 221 21 424 04:30 20 2111 12 259 32 481? 04:45 25 70 185 772 19 48 229 947 44 118 414 1719 05W 34 208 26 223 60 431 05:15 59 226 24 227 83 452 05:30 w 165 52 247 132 432 0545 101 274 181 799 59 161 264 981 160 436 435 1750 06b0 122 172 82 233 204 405 06:15 211 205 107 149 als 354 06-30 260 116 1SO 157 410 273 06-45 222 $15 136 m 171 510 121 6150 393 1325 257 12" 07:00 250 101 194 Uo 4" 241 07:15 250 108 246 126 496 234 07:50 229 106 2379 466 2134 07-46 172 901 77 391 268 19431/ 729 437 438 18" 149 828 08:00 167 104 239. as 406 192 08:15 191 119 235 76 426 196 08:30 162 74 269 90 431 164 08A5 187 687 56 353 216 959 71 325 383 1648 127 678 09:00 162 70 227 77 399 147 09:15 1803 68 136 64 316 132 09M 147 50 146 so 292 IN 09:45 140 629 41 229 121 629 62 262 261 1268 103 491 10*00 126 48 105 52 233 100 1015 128 44 106 47 233 91 10:30 106 38 126 60 232 98 10:46 120 482 46 176 143 479 64 213 283 9611 so 388 11M 114 24 127 42 241 es 11:15 123 36 137 40 260 84 11:30 163 21 156 32 321 53 11:45 124 52417 97 151 573 27 150 275 1097 44 247 ---Tota-l--45-14 saw 4432 —sag—, am 12448 Percent 50.5% 47.0% 49.5% 53.0% Day Total 10364 11030 21394 Peak 06:30 04:30 07:46 03:45 07.00 04:30 Vol. 982 819 1009 m 18" 1757 PAY 0.944 0.910 0.938 0.416 0-929 0.956 Page 2 'r 04�. 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DJK Associates, Inc. TRIP TABLE Ret2lii-1 R+a U11-2 Finks-1 5,840 SF _..... .._ 3,344 3F __..... _._.._... ............. Total Project _..._._-..... ice _._............._...._.... Adjusted for Specialty TolFrarn TofFrom TotFrsxn Tgtgrom is 725 SF To�F�om TrtFrom ma"(W�r+ .......... ......_. ._.----.._._....._...... , __..........:.... 24 Hours) Time Period/ Retail __._Kenai#-2 ._4ffioe-1•. Rated-1 _t)t#iCe-1_... General .......Rett-1_._..... 32efa�1-2 Internal Multi- Direction of Center t S1« ._...__. _.. Qf Use Internal Travel I.UC#814.._ A +ated.. _.... .. i.. _LUC#71Q.... Trips __.. Weekday _ Moming Peak Entering __. . ............ .. ....._.._........ Exiting _. .._,-_............. ........... ..._...... ...., Total _.. _............._. _.....__...;......_..._.......... __.._._..i......._.. . Weekday Evening Peak Entering 16 e._ 3 13%. 21$. ,13.% . 12 . ..........4... ... ..1396_;_..1 , _.1396.... 1.. .... ........._73 13` .. . .... .._.y ° ._.. .. _13°61 �.. ..__...13%a. . ... _13%. 3 �?... Total 36 7 5 175 35 23 25 ! .3._. . 3 . .. .. .. 160 ....:. Weekday Daddy �.._..... _....._._i_._ .... _.......; __ ... Entering 144 30% 43 13% 18 1,111 31396 333 1� i39 92 1396w....12 t396• 12 791 __. ....... -.-_ _ . _ Ex'st;n 1dd_ ... 3096 18 .11 .. .._ _..M.. i39S 1 ...........x......__1396 1 .. 13°/4 1� . Total 288 86 36 2.222 667 X278... ..__...._1$4 .. _ 23 .. 23 1581 . t. Saturday Midday Peak Entering _.. __.....__. _........._.........._.._ T.__.._. ......_........... .__... .. .... ... .. .. Exiilna Total Saturday tardy Entering Ex. `i _ ..._.. , . Total .... Source:1)Trip Generation,7th Edition,Institute of Transpartat W Engheers.Wasftin",D.G.,2003. 2)Trip Certmdm Handbook,Second Edition,institute of Transportation Engineers,2004,Table 7.1 Unconstrained internal Capture gates for Trip Deanation Within Mu#ti-Use Deveioprrient. .._............_... .............. _.__.. ------ For this project the dally trips for the 24 Hour Convenience Store use reduced by 10%to redieet the fact that the Propamd Convenience Store will not be ooen 24 Hours. :-E Zoos rdrl7np c-er+ecatcm•Mertz-t�n.�m 1 t vt _nJK Associates ,, Inc. TRIP TABLE - LUC 814. - S laity Retail Center ... _.__... ._.__ _.__ ....__ _.__..- -- _ __ __._... _ _ t! e....._. ._ _. _.. .. + __......._ ___.._..._. -- Average T. #ofAve.' Ave. Tri Rates Tri Rates _---__...-_._ _ ..______;_..__. ..._....._._.. Proposed !Stud- Size __Irl_;RXR*Stand.; . _. Protect _ _._....._°1..»...._ __._._________._.. _._......_..._ i --.___.....__ __.___ _ __.._._..__.�__.._._...._.___.___ _....._ 5.840 5.840 KSE ....,.. ._.._�___..........__.....-...._i._.............F.__ _....-__..__S.._._._ _.............. Weekday ARarning Psak Hour between 7 AM and 9 _.. ... Entering , _.._`t'__---...___._......r._._ _ __._..._..______-__.____ _. __ ---- ____._. ...... Ex, iting Na Data Available ....__._. .......___. -__ __.._...._ ___........... Total l . ._ _... ..__. .......—.....J»......._.._..i........_-.«_.. __. ... ..__..........._.I.._...__._._..»_........... ... .._-....._...._._. - ... Weekday E n�Peak Hou tweerr 4 PM and 6 PM 1 i __ _...._....... .... ..._...__.. Entering 7 _---.--..._.--_.._ 3 1_'88 56 6.08 < — Calculated ... � - Total 35.50 a , 5 69 2.71 10.9811 1.83 T 240*X +21 48 _�_.._._.. 16 _ 1 ___. —_a...... _._...�._...._.... __.. __._ -- _...._.----_- Enterin g 143.75 50 { { 129 Exiting `_1.43 _. ._ 49.23 ' ---� ---�Gaicuiatetl -_ _.......__..._.__..._....__ 129 .. . l _....__.._,_ _�_.�___._.__.. -.._.....__..._. .___-.._;.._..._._.._. Total M287.54 4 25 44 32 i 0.69 15.52 ;T(42.78*(X}+37,68} _ _ 259 r _...__... ....... __ : ............-....... _.__..._ _--............. . . __..___.___._1___ _�_ ___ .... __. '_.__..__..._..----._..__.�_.....__._.._.._....._._.__.___....._ . ...................._....._._... .. Weekday Mora Peak Haur o€Cdertetatar ___...._....:....._. ___._....._.._ .... Entering ........j_.. .... 69 4$%; `� 19 24 70 c-._l_. l. ._ _._� _.____ .. :_. ._.._.__ Ca_culated --- --;...__ ..._-...21..._......_. Total 144 b 60 { 6.84 0.90 i 3.55T=14.$1`{X�+115.59} 40 �...__ _ - _ __.......__.... _ �. Weekda Venfng Peak Naar of Generefor! {._..._....:. ' _r.__..._... _.__.- Exltln Nat 44%1 NA <----- ------ Calculated 13 Total Given b 3 75 !_6.02 I "` * 2.31 Not Given 29 _ ,.. _.._. ____.._...__...____ ..._................... Saturday Midday Peak Hour _ i Entering .....__..........a _.._.__.....-.............._.._..._...._._.._..._......._._._S__.._....�...._..,._..._.........__.... Exon ; No Data Available .._.. - _ _.....__.. ._. _..... Total ..... .... _..;.... ...._...,_._.........1.._...._ ....._.-_.�_...____ }.__..._._-_- ._........._...__•---------------------------_._i.._...-..._.... .........._ i... ... ..._._..._.»__:._._._,__-..6.•._.._._.. ..._...._............._..__._.._............_._._._._-___.... 1 satily�y ?.3f _ _. ._ Entering { 50!a` . ..-....._._...i....__ -� ___.____.__.._._____.____.._.-__..__._. _ 0 _. iz3 Exiting Not T- --__.-- . ___ _. _. _. 50 < -- _____ .„ _ _._;...._.._.__:_. +_____..._..Cets;ulaced __ 123 j Total .Given 3 28 ' 42.04 "*** 13.97 Mot Given 248 _ .. Source Trp Generation,An Informational Re , 7th Edltlon, __..� _.._____...� ...--__-._._ ___........._............._ __.___....__....... ........... .. Institute of Transportafton Engineers,Washington,D.C.,2003. (a) Peak Hour of Adjacent Street between 7 and 9 AM or between 4 and 6 PM (b� Peak Hour,of Generator __........_....... ___....._......_._._. .._..L____ ___..._.___.. _....... 11 F3011)5 Updated b t?Ji4 _ .. ___..4_.__....... . . .. . .. _..._......___ 814 Siof-dalty Retail Center xis Paw 1 111&2006 L.UC 851 Convenience»!Market pen 24 Hours)__..__.. _ _ _ _._..__... ___.. _ _ __. __. juatlon __ _---.-. _.._._._._. ,__.... Trl Rates Tri Rates #of�Av$._E...__A� __..�____ ___._.__...___.__�_-. ......... ........._. Pt Proposed • _'Stud talo........ .-Trip�RXR Stand. Proposed _.._..._......_i ? .._..__ ' _ it...._. .. _........'....._6 rc ect les Units Rat... a . . Devi. a ._. _... ..._... - __..._._.-...._ ... _ ! _.. _ { 3.344 3.344 SF i..... _.._...._. __..... : ..._...._... Weekday Morning Peak Hour be#wsan 7 AM and 9 PM __. ... .... Entering --- 112 �5t}%;__._ _�___._....._�..----...._._._ � __ ____._.__ _ ............. _r___ __ ,.T_ _r__._._..____ ..._ _1 .. .. i 5t3°lo�.....:._ i.__..._. _M x;:,�`.." alCulated _.__ _............. Total -'- _; 224 a 33 3 1 67.03 ! 33.78 1-67.03 (X) _... _._. .....m- _ _. Weekday TEyenJn• Peak Noor n 4 Pit and 6 PM -....... .._ ._.. ._......... __....... _.._a.__........---- _ �._... _.- Exltinc 6 i 4...... _ _ Total 175 a 33 3 ! 52.41T=52.41*{X) ._.....-_............ .__ ___..... �� ___...-_-}..._..-.__...._. _ .__._......_ _._...___ ____.... Weekday Dat! � _. ..........._ _._........_........ Entering 1 --- 1,234 5t)� . _.___.. ' ___.-.... .._...._...... Ex�tinc� j 1,234 50% 4---?___._ ..._� 1Calculated .. T=737.93*(X} - Total - 2,468 '_ 8 8 2 737.99 *"*• 336 24 - . ....._....._1_..........._.._ ._ - —. E 1 I _._..._.._..__ - _.._..._..._........_......_..»_ _....._.... Wet- A9ornr`n P. .......... aourofGenerator __._ w_........._..__, __._�_ _._....____- ..»_._._ _..__--................._....-_ Entering ; {{ JJ ....... ---. .......... _...y..:.__.j' { .................... ............... Exiting Tota( i_.... ._.._.._. ........ -__ . .. -.. Weekda Evenb?y Peek Hour of Generator Entering ..... ; - E _....._..._. + .-_.__._ _........ ...._ _.___........._......_ ExgtrlQ ---,- --- . . ............ Total ................. .._...._._. _..._ _......_...._ .._.. ._._y.._... F--.._......_......_.......__.......................»_......._..._ _-t _-.............._.....__»__._ ..w........_._.. .._...__._..:.......:.___.._...��I11111 _..-...............i..._..... .. .. - ._...._...._._.__. ....._.... aurday Mtdday Peak 1 tour ! Entering i i E t:ttf i 1 Total ' i .... ...__...............__...»...-.r:.._.,_._..._..».. , __._..;,. »_ ........_...... _. _... ...._.........._.....__-' .......... . Saturday L7a1/ ! __. _-__......-. _ _.._..._____. _..... _..__...._i-.___ -_.. ..._.....__._...._.__._..._.__... _ __._._._._. tering _._........._................. _............_.__.-._,f._ _. __.__i.___._..._ ---- _..-... _.. Total -,_. __{... .�,..._._.»_-� ._._ ._....�.__...___-_-___� _.__.......-..... _ ' i_ Saurce Trip Generation,An Informational) sport 7th Ed!ttion, f_.. Instftufe txf Trans sortation Engineers.Washington,-6.C.,2003. j _k.__.____._.._...._r-._..._...._ -.- -_ a Beak Hour of Adjacent Street between 7 and 9 AM or between 4 and 6 PM {b} Peak Hour of Generator , �. .._.__._.�.._.....-..._ ._........_......�....._......--_._..._.._.._ .. ........_.__.. -- .._..__._... _...}._ - .. .._. _ —.__._(. _.. -4-. .. -�._.i--------...------ ._ 07/24106 Updated by©JK 851 Convenience Market (open 24 Eiours).xf3 Page 1 111612006 DJK Associates, Inc. flf Iwe C X71 f) Based on KSF and w!A a Tri Rates Proposed LUC# 710 t!C#714 LUC#715 LUC#750 UUC#7. 6...0.. LUC#770 _.-.__._........----- . ..... ............................. .. .... Prat Genera) Sime Qfnw R&D Business _ 16.725 Mice date Tenant Park _ Canner Park ....._........... ........__. .. __ ._..__...........__..._ . __..__......_........__ ......._.... Niidirm. Buidn.g.._.... Office _....__..._.._....: Moraltr t PBak(at 217 223 19' 272 424 164 30'_..3M 32 279 1g30 _ �. ..._. _... _........ Ented 23.88%._ . _23 93% 27 899 _.,.. 89%0 17 83°4,...... 2{9 84°!a �. _.....__.._ 3' 12'!6 3:...11% 1 11% . .. ...`i 17% 4, 16% Tota).... ._... ._. '�..._.__......,........�3. _�.:._......... ._•_ 9: 21! ......_. 24 1..55. .49' 1.80 1.74. _.. _1.24.i. .. 1.43 _.._.............__........... . .................................... ........_....._..... ...,... EYBnlrtg Peak„(8 236 216 21; M. 42 164 31 370 34 3t16 20 379 Enterin_g._ 4._.1T°fo. .. 2 10 ...._....... 4.A 1.5%.: _..4 14% 3: 15% 6; 23% 21, EP% 1; ° °� est ..... 15; a5%.._ .17 77% 23_. 29i......... ...... 25•_-... .. 16 22_... ........_..... ._...._._'4.45;_ •�..--.._.__..__.1,r3 1.50 1.08 � 1.29 ............__._................. .. .......... _......... WeskdayDaity 79' 1�i 6; rte . _....._W�...._._108_.:._---12 412. 28! 306 15,. 371 Entenr►g. ,__.._._. 92 ,*}"t� X67,�5i1`Yo 97; 5{?°16 95 �% 8$ 50% 147 50% Exltl _.. o° .....__._ ? _5Q _...._.K_50% :.._._1Q7_.._5i1% Total 1.84.:_...... 133.'. 194; 11 .__.._ 136 213_._...._ .... 11.01; 7.98 11.57! 11.42; 8.11 12.76 ............. ........... _ ........ Sattttd&y.Midq (b).. Entering ...__.._........;._. x ' 09 _.._.....__...........__................. .... ....... ._.,.........------+....._....... Total �._...__.._._ ...................... ... - __... .. _....„.............- Saturda Lai! I Entering g2�Un ....._................. . . .... _ __._. _..._ .. Total Source.Trus Generation�Ar4,.lnfarnatronat Report,7f4 Edditionz Insstitute_of Transportation En rneers Washington.0 C,20Q3 . ..... .._ _. _....._.._.._........... Via} Peak fiOttr of Ad ........ _......... ......._.._......___...._. tacent Street betwssan 7 and 9 AM or�bet+vw 4 and 6 PM 4b) Peak Hour of Generator._,. .. Checked DJfC 1/111Q5. - tTr ix^:Y.,lx"dPxt71i3.770 -KSf'BRve�faae'li�A R/tDbx� 1 116 TWO-WAY STOP CONTROL SUMMARY General Information Information Analyst Dertttot Kelly, PE,PTOE nfiersectivn Tumpike Stmet at SNe Drive gencylCt�. DJ1C Associates,Inc risdiction North Andover,MA Date Performed Novenftr 14, 2006 alysle Year 2011 Build Analysis Time Period "Okla A+tomth Peak Hour ru'ect Descri #ion 730 GFM North Andrtver East/West Street: E=2229 Site Drive borthlSouth Street: Tu " ShvO ntersection Orientation: North-South Pe*)d rs: 1100 chicle Volumes and ustmirlts 'Major Street Northbound Southbound Povernent 1 2 3 4 5 6 L T R L T R Volume 0 1132 33 40 895 0 Peak-Hour Factor,Pili= 1.00 1.00 1.00 1.00 1100 1.00 Hourly Flow Rate,HFR 0 1132 33 40 $95 0 Percent Hem Vehicles 0 -. — 0 kledian Type Undhrkied T Channelized 0 0 Lanes 0 1 0 1 J 0 nfiguration TR L T streams Signal 0 0 inor Street Weetbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 39 0 48 & 0 0 Peak-Hour Factor,PHF J.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate,HFR 39 0 48 0 11 0 0 Percent heavy Vehicles 0 0 0 0 0 0 Percent Grade(%) 0 0 Flared Approach y N Storage 1 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR " In , i_ ........... Delay,queue Length and Level of Service Approach NS Se Westbound Eastbound Movement 1 4 7 8 9 14 11 1 12 Lane Configuration L LR r(vph) 40 87 (m,(vph) 607 208 Vic 0.07 0.42 95%queue length 0.21 2:09 Control Delay 11.3 34.6 LOS 8 D Pproach Delay -- .. 34.6 pproach LOS _ _ D Rights Reserved f?C.'S1;1 uT'M C4P*ght 0 2MUai afF Ver4.i f h' knida,All Rights Rived Verstatt a,11 ZONING EVALUATION REFERENCES ZONING DISTRICT GENERAL BUSINESS SITE IS SHOWN AS PARCELS 46 & 47 ON ASSESSORS MAP 106D ITEM REQUIRED PROVIDED ; �. � DEED REFERENCE ; BOOK 2480 PG. 72 & BOOK 2648 PG. 269 ° PLAN REFERENCES: PLAN 3594 OF 1957 LOT AREA 25,000 SF 88,245 t SF ? 'xL6)-n olwkq oPEssex PLAN 3743 OF 1958 sITS �, � FRONTAGE 125 FT 383.85 FT ���31 d ��� PLAN 10143 OF 1985 �\0 FRONT YARD 100 FT 106 FT yf ao �o _ 1946 STATE HIGHWAY LAYOUT OF ROUTE 114C• LU OWNER OF RECORD : JEAN PROULX P a SIDE YARD 25' FT (1) 95' . \OR� ER M v t REAR YARD 35 FT (1) 51 FT t 1 NOTES. p,Np,N�O 5 �\ 0 'i MAXIMUM HEIGHT 45 FT. 42.3 FT. 1. PROPOSED LAYOUT DIMENSIONS ARE TO FACE OF INDICATED MAXIMUM LOT COVERAGE 35 % 12.9% IMPROVEMENT. Rte( N 2. ALL DIRECTIONAL SIGNAGE AND PAVEMENT MARKINGS SHALL 16 gER \/ R=20' c -� •.; ;'�; ' CONFORM TO THE LATEST EDITION OF THE MANUAL OF UNIFORM i N ,o (1) SETBACK MAY BE REQUIRED TO BE INCREASED BY 15 FEET WHERE _ RELOCATE POLE IN & LOT 2 0 LOCUS IS DETERMINED TO ABUT A RESIDENTIAL ZONE AS PER TABLE 2 TRAFFIC CONTROL DEVICESc t3, No. Andover Zoning Bylaw Section 6. ACCORDANCE WITH S I R 1-1 ' 3. PARKING SPACE STRIPING SHALL BE ACCOMPLISHED WITH WHITE UTILITY COMPANY 5� 'P0 PLAN 1014.3 FOOTNOTE 2 OF THE ZONING BY—LAW �'-''� �"" 3$• Prop, STOP AREA = 75% OF MIN: LOT AREA =18 750 5F REFLECTIVE TRAFFIC PAINT. \� �j �EM�N� REQUIREMENTS �c3b , Sign (Typ) 6 REQUIRED CONTIGUOUS BUILDABLE ( ) A`l\P ? / 5 ONE HUNDRED FOURTEEN TR. PROPOSED CCONTIGUOUS BUILDABLE AREA = 7&,'720 SF For Registry Use Only ��\�`L`�' �x\SO Sig i I 'A� W19 PARKING CALCULATION I HEREBY CERTIFY THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE �, \�j GE OF I � 51 MOUNT JOY DRIVE REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS �'�R\�*�� EO „� 5�•�� I R=5' 1� `�6" TEWKSBURY, MA. 01876 0 SEATING AREA IN CONVENIENCE MARKET: 2400 SF @ 15 SP/1000 SF = 24 SPACES I CERTIFY THAT THE PROPERTY LINES SHOWN ARE THE LINES DIVIDING EXISTING A`\\JG O\ „E 5118 R=20' �� N REMAINDER OF CONVENIENCE MARKET : 1690 SF ® 5 SP/1000 SF = 9 SPACES OWNERSHIP, AND THE LINES OF STREETS AND WAYS SHOWN ARE THOSE OF ®`v 51 22 ' Li \ REMAINING RETAIL SPACE : 5549 SF ® 5 SP 1000 SF = 28 SPACES S�2 0a m \ SECOND FLOOR MEDICAL OFFICE SPACE / PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED AND NO NEW LINES ' ,,� "1 LONG wp�K R=10' J \ \\ o r" r" 11392 SF ® 3 SP/1000 SF + 12 EMPLOYEES (TOTAL) = 46 SPACES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. \ o o 0 0 Y _ \ O N N REQUIRED PARKING = 119 SPACES V) U \\ W18 o N N C3 1 N PROPOSED PARKING = 119 SPACES /%G P N ED PPO \ „ M N m U FE M SEER --- \ t N N �- ).-' z Z I GENERAL NOTES N� w ROS 0 z � CHRISTOPHER R. MELLO PLS N'(DRP W P�'- �r e°�� EP < II ca f) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD f1�9 w SURVEY AND PUBLIC AND PRIVATE PLANS. MPSONR� REQ SERV\CE o c� ® I t �55�_c R=10 W J2) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS P2A cn Q / W17 ,' O AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE. NO CER77FICA77ON IS INTENDED AS TO PROPERTY TITLE ZA6 50' MATERIALS FOR PATIO I- Uj N __j� / S a OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED 1'2�"E CONSTRUCTION TO BE w EASEMENTS. 521 PROPOSED GUARDRAIL SPECIFIED BY LANDSCAP PATI 0 > o / 3) THE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLE „ ___a ARCHITECT / J o CODES AND REGULA 77ONS GOVERNING THE MATERIALS AND/OR ��. p R = 5' Q N o / G METHODS OF INSTALLATION OF ANY IMPROVEMENTS DEPICTED //� cc: / ON THIS PLAN. °RK \ ANG VJ p�K ''� / 5' 25' �`M�� OF SHEEj'/ LOT B e,� 15� �R- , / z y � 7 �o/ / No'�� 15, R'�'� '� �� of 0 W Q a: o N sj, R- 88,245 SF. ��, °/ x / W,6 o -000 REMOVE EXIST. / I I / BERM /� / x,15, SIS 2.026± ACS. n. °° ti°� 01 / i' W LOAM a SEED MAP 106D LOT 46 6��� BASEMENT /� (Y -, / J . C a & i 18' 25' PROPOSED BUILDING GARAGE / 0 W m J zzzCD � (23 SPACES IN BASEMENT GARAGE) ENTRANCE �/ w15 p ` 0Lcj 0 13 S ACES 9' 0 = 117 I ' Ln �� �� / / � fit. � .�� _3 NEW BIT. NEW TRAVEL i � W � � W DRAINAGE BERM PATH I 1 J\�° // / rnco SWALE / SEE SHEET 4 AND M G �0 R = 4.5' Z 4 / FOR LIMIT OF CLEARING +N G JaUlt-0 o cv (� �" I EX\SgE �EMfl� N ALL PREDGING SHALL BE � � LINE OF SECOND STORY OF BUILDING �` O�� '� � o �! U I � (3) Lnm I CONS-WAtK _� 146'-8" / 95' �' Lr) V VEIRTICAL GRANITE CURB N / wta o J� I R = 4.5' Z I w o M ® Z. y o VAN Prec st Co c. Wh elstop (Typ � - // I O W Q I LAJ _o 00 1 Sp civ 7 SPACES ® 9' 63' i'' d• Z 4� Z m % I o 0 13 SP CES 9 0 117 00 / ` ZLO AP 106D LOT 47 I v 8' 5' 8' // x'10 6' i Q� W13 Q N/F I v 25 / O�� 1n PROPOSED BIT. CONC. PARKING LOT fT \ °P� ' �- JEAN PAUL PROULX I r /o� o�� N / o° J�/ P� Q LOT A BUITUMINOUS PAVEMENToo I 12 SPACES 9 ® = 08 o��� ///�� 1812 TURNPIKE ST. I I .° ti° ! - -� -�, / ti`' ��``P/ o a- _j N. ANDOVER, MA. Z I � o // �, 1 STORY WOOD m n I PROPOSED / �J� / 0o 13 PACE ® 9 10 / JAG/ O �mm RETAIL BUILDING ' r o I EASEMENT PROP. BIT. CONC, PARKING LOT (TYP) N PRO; SED UARD // Q�'�° �� A5 4.LJ = N o. 1812 m I >/ _ / / X\ U Q PROP. STONE MASONRY RE-T. ALL W Q D I r- I 16 SPA ES 9' ® = 14 A2 � 4' / I I / // 2 i A4 1_ Q 00 25' N1 / , Z W D W9 \A3 0 �� . W10 - l Y� W I W7 W11 I PROPOSED GUARDRAIL PROPOSED SIGN (7 wide x 3 high) i I �` � ` -� SIGN n _ W4 �---- - W2 Nw I 10' Min. I W6 i ll. I 43.10' PROP, STONE MASONRY RET, WALL W1 , Al 0 U W _J HYDR NT N55'17'29"W 383.85' I _j > W .;j R 1-1 J W RELOCATED U �' HYDRANT V S/L )- R=30 R=30 R=30 W (A ® Z --- � EDGE OF EXISTING PAVEMENT 1 LIMIT OF WORK - SEE NOTE 7,SHEET 5 ` ��» ; , W TURNPIKE 1946 �INLO Route 114 STREET This is to certify,'t�h;otav�w�nty��one � � Z `®J days have eldpsee i from ,the date of filing of the `decl Go i with t;1,e Town Clerks Offic '.'WI' U:# 'ari "^M appeal having be(Tye#rig' file'd:k;'ta ` SMH Approved by the North Andover Planning Board SMH DRIVE UP OF i Date `r`® 'II 1, iw JPt,. 's F 14562 Town Clerk SHEET NO. MESITI—MOORE'S FALLS 100 ANDOVER BY--PASS � r 3OF7 QING HE 1845 TURNPIKE ST. N. ANDOVER, MA. 01845 N. ANDOVER, MA. 01845 Date Filed o o� Ln 30 STY?A For Registry Use Only N I HEREBY CERTIFY THIS PLAN CONFORMS TO 77YE RULES AND REGULATIONS OF THE REGISTERS OF CEEOS OF THE COMMON— WEAL UN OF MAS•SACHU•SETTS. iff_z4 SSA s o N N GENERAL NOTES D��A WING INDEX y o r - SHEET o - - •' ..-. �) . —'�"- ' ,r` `' '.-- , .i _ , ., �:+ter-':;f : y v „r . r--�._. �;' ' .�a'• ,; ,. T 1 INDEX � 1) THIS PLAN /S THE RESUL T OF AN ON THE GROUND FIELD cn MAP .� . it ;-... � _ \.�I } ;,,,• _'!'. , ,.. 4 r� f �";:� ,, _ ,y, a•. T- � ,A , snEE T 2 Q -- - s , } .. .;; , �-- . w �-, .v t EXIS TING CONDI TIONS PLAN U c SURVEY AND PUBLIC AND PRI VA TE PLANS \o,� --- -\\ ,� �, ,. - —' �.s` f _ A } r - - SH .r -i` -1 _, 1, ' , I/ .: 1 5 :.'.:.:. s, .il�" , .' •,/.- i• 1�, �� 1 \` • `.. LA YOU T %�, c `. �� j � :�; jai .� EET 4 .^ SITE PLAN 2 U 17L1 I7ES SHOWN ARE BASED UPON FIELD SURVEY AND ) //K' � ' ' \� :° :; - - l SITE GRADING PLAN `, � •�•�� '.- _ C,�N W ! ��• , +;/ `. `'.�ik.,�;. `'�w`' .i� a i .• \':, L\�j!. (, �j,3 a•t-, �.�1•• ,.•:'a. � (J [' ,,•`� [" Q • ,� .r \> .� ` t5� �; \`. `"v �? / a'/: " �-i ► " ` ; r_ ` S/-1�G r .J �`I TC. �1 RECORD PLANS AND ARE NOT NE"CESSARIL Y INDICA RVE OF 7� -- UTILITY PLAN A �• STIEE'T 6 � '+•J S TORMWA TER MA NA GEMEN T DE TAIL S o UNDERGROUND CONDITIONS. i \t _ l• - \� 1 �I l 1��.>• ��`. \ J f- I ' i .7.: /. rw , tp a "f -. (�. V�1L(/+'!..�f/��T / SITE- 1, •, ., •1' • •'.a1 . � � 5� ! :� —>•V . , , .,1. •• .. •(: �- - _ _ • _- : TE DETAILS Uj Al ' ' �•. ' • ', g ',.' (ham J) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND 0 - �,K DETERMINING TTIE LOCA TION, SIZE AND ELEVA TION OF ALL � • � ,` ,� ;`_ , EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, �,; ' '• �''. . , . ' PRIOR TO AN CO S TRUC TION. THE ENGINEER �.. , - Y N EE ALL BE NOTIFIED .� _ IN W 1 TING OF ANY U TILI TIES FOUND INTERFERING WI TH THE �, r -� . PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION / C� l/,r � Cj�', �'" l r;�� t/�j� ` • �' � r r J-�(J�`1 � �• ; ;�, ' a. i' .v• L 4 ORE" PROCEEDING WI TH THE WORK. - •; BEFORE _11 711 J y s I � vy" 'ti;� �_-�_? ?'�,l r "3 .� �/, v ,�J µ�• \1 �E�d `•, r C �,� / .� f`ijt. � � •. (� TNlS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS - f - ;, � _ �,,� L ` %� � � a" t ti � 1 , ��,' ; �` ,t 1 ) �� N�O �u^" J I j 7� 41 . e i,:11 v ��1 ' pen AND THE RESUL TS OF A FIELD SUR VEY AS OF THIS DA TE. . r t .R �). l; t ,� ` _ a � . s .> - ���\. L ,..� \ �;� .�.` i1v', I -' J � 'Cti1 ' ♦ , NO CER TlFICA TION IS INTENDED AS TO PROPERTY Tl TLE � -r'. I �:• = .f . , _ ,� >< J t OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED -: - .� ,-�. • . ��`- �� ��� �-- .�, . r �l�� L� ,6, -�`,,� � .;,'v'� _. , � ,,, F-ASEMEN TS -',:ti ., *� ., r �'`>; ;�c EXISTING SEWER MANHOLE ' (j) 't " •• • ) g c7 WETLAND RESOURCE' AREA DELINEATION BY EPSILON ASSOCIATES + •\ ``,, �, � �` �� r,N, 03 EXISTING CATCH BASIN � ;•- ,\t� EXISTING HYDRAN r INC. DURING MA Y, .2006. ti 5 "A • f - �. '1 .`v �' \���, '�, �� �— t \,; _ S c� c, c EXISTING WATER GATE fr - ��,} i \ t,��\ �, �; 1 r . •„ ( - � �, „\� % .� �`; _ _ 100 --- EXISTING CONTOUR 100.00 EXISTING G SPO r GRADE COMPLIANCE WITH ALL APPLICABLE THE OWNER SHALL C . ° CODES AND REGULA TIONS GOVERNING THE MA TERIALS AND/OR . -:� ,F j " �✓� ,,� _ �, nLlr� POLE ,44. ' ttyy •� _.. '4!�' _. � r, � , tea.'\ '� f`i `, i'" � �l/ . 'i`' ` ;S, R +.I l t ._�J 11.1 �t. /'� �1`� > '•, 3".i�... r METHODS OF INSTALLATION OF ANY IMPROVEMENTS DEPICTED ,,� ` tJ • �- ' ��� _ �' ,,� �� r.� ,E f x ,�t ' rXISrlNG L.IGfi r _ ON THIS PLAN. y.�•` t Vii. t -_� A � r�' �•, . �, e,��-= �..� ;a � ;-� ,: ���, !� �•.. , � -^ , � �' '� � � � r FENCE � � �-•- X x C j •/ _Z 1 . ti_ ,- { !' o \ relgF.t ( '� ,! RESOURCE AREA BOUNDARY i - ctcrr rte- RETAINING WALL }--- 0 SMH PROPOSED SEWER MANHOLE T REFERENCES DMH PROPOSED DRAIN MANHOLE _j 0 a PROPOSED CATCH BASIN LL] < < -- ------- 06 10g PROPOSED CONTOUR 'YUS AIIA-P 10OX00 PROPOSED SPO-T GRADE �. <t .:_j W C SITE IS SHOWN AS PARCELS 46 & 47 ON ASSESSORS MAP 106D I_J..J 2 DEED REFERENCE : BOOK 2480 PG. 72 & BOOK 2648 PG. 260 � X A PLAN REFERENCES: PLAN 3594 OF 1957 — Ct () PLAN 3743 OF 1953 0 0 W PLAN 10143 OF 1985 W 0 o 1946 STATE I•iIGHWAY LAYOU r OF ROUTE 114 > ILi W (j) ZONING DISTRICT IS GENERAL BUSINESS 0 � rT�gE � � <Y OWNER OF RECORD : JEAN PROULX \/\\" This is to certify that twenty one -approved by the North Andover W 0 � O \_o c us days have elapsed from the date Planning Board of filing of this decision with the (� I CERTIFY THAT 17YE PROPERTY LINES SHOWN ARE 71 Town Clerk's Office without an UNE LINES DIVIDING EXISTING OWNER•SH/P, AND THE i \/ / LINES OF S TREE TS AND WAYS SHOWN ARE THOSE -- --� = appeal having been filed GF PUBLIC OR PRI VA TE STREETS OR WA YS ALREAD Y rc,'RVPXE S THE E r Roc rE i� ESTABLISHED AND NO NEW LINES FOR DIVISION OF ------------- EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. - i IDates SCALE 1" - 200' I 56 Town Clerk I v AM F_ --- — Roar SHEEP NO. ------ 1 OF 7 CHRI S TGPHER R. I SELL c REFERENCES L_ E G E N D Approved by the worth Andover Piannin;- SITE IS SHOWN AS PARCELS 46 & 47 ON ASSESSORS MAP 106D o SMH EXISTING SEWER MANHOLE DEED REFERENCE : BOOK 2480 PG. 72 & BOOK 2648 PG. 269 -- - -- / v DMH EXISTING DRAIN MANHOLE -- ------------ -- / �-�� PLAN REFERENCES: EXISTING CATCH BASIN PLAN 3594 OF 1957 � EXISTING HYDRANT ------ ----- o PLAN 3743 OF 1958 EXISTING 'WATER GATE --- -- ------ ----- // \�, — 100 — EXISTING CON TOUR j/ PLAN 10143 OF 1985 100.00 EXISTING SPOT GRADE / �^ -- - i 946 STATE HIGHWAY LAYOUT OF ROUTE 114 4 UTILITY POLE - _ -- __-___ ___ �� STREET LAMP Dote Fiied CU -----� CURB � o tie ZONING DISTRICT IS GENERAL BUSINESS —x x FENCE � ` OWNER OF RECORD RETAINING WALL '�' �� ► Z'Z c� JEAN PROULX 2 �� - LOT 2 EX�S����� 3a � GENERAL NOTES For Registry Use Cnly aj�AL of ,- �ti �s0 PLAN 10143 �J �9 1) THIS PLAN /S THE RESULT OF AN ON THE GROUND FIELD k.'- � - �� SURVEY AND PUBLIC AND PRI VA TE PLANS. R��, � - �\ i 3rF N 3 ONE HUNDRED FOURTEEN TR. 2) 7N/S PLAN /S BASED ON THE REFERENCED PLANS, DEEDS MAIN - , � �g"� 8; ?,� ,` 51 MOUNT JOY �1 / AND 7 YE RESUL TS OF A FIELD SURVEY AS OF THIS DATE. L ,ZAE x133 ', �� TEWKSBURY, MA, - w PEER 018 Io NO CER 71F/CA LION /S /N/ENDED AS TO PROPERTY Tl TLE W ��4c, 2S Z g1�, � ` D \ OR AS TO INE EXISTENCE OF UNWRITTEN OR UNRECORDED EX�S `�4� 1• \ EA SEVEN TS. c OF �•, - �O NOF • 12' \ 3) FIVE DISPLAY SllEDS AREA LOCq TED CA/ THE � PROPERTY AND o1g��J ,-�' ApPFtOX ' OGl\WE ARE NOT DEP/C TED HEREON. E if• CER T/FICA TIONS F R ANN F ON )c -��' 13Q 43/ /�- cr 01 7 \ \ I HEREB Y CER I1FY THIS PLAN COAT 0 , E RU/_`-`; r R��� N�pRANT `'� X35 N Res T� r. _ ir. ,a A,vO -� 33 5 REGULATIONS OF THE REGISTERS OF DEEDS CF 1/>E R`{ .� Y ti N COMMONWEALTH OF MASSACHUSETTS. 6 13 y fj I CER TIFY T , . ,. % tb iltt- : �l.E PROPERTY Ll7Jf_S �, !OWN ARE � �-=> IME LINES Dr�'iJ!,ti'C,' EX"/STING OWNERSHIP, AND THr ,Z� E � � / I � � LINES OF STREETS AND WA YS SHOT'✓N ARE THOSE • ' % �Z"1 •'o ' / iL i N^' t O OF PI/ELIC � OR PRIVATE TE STREETS OR WAYS ALREADY �w ,; I �. / t STArs :SHED AND NO NEW LINES FOR DI VISION OF i o / U t 13 'Up i h aJ E,YISIi;VG 06ti'NERSHIP OR FOR NEW WAYS ARE SHOWN. 35 26 r���J ti4' ^-� cutis SER / / m THE SITE IS LOCATED IN ZONE X " AREAS DE*:'cRMINED /� / O O LOT 8 �� / ip tj �O TO BE OUTSIDE THE 500 YEAR FLOODPLAIN" AS Sh'CW,%v _ ; / % / ` ON FEMA Fl(�M250098 00150, EFFF_CTIVE DA TE J(_'' , 8$,24�:�ASF. - �/ ' / , -� o Q V 98.3, REVISED JUNE 2, 1.993 � /� t2" - y i r' S 2.0261 Ars. 329 / d �. / W 't N MAS �'66D LOT 46 ° � i' � / - d 133.5 1 1/ 'Cl 132.7 �1 136.X11 - - - - F L i' -. [r 1 L�1 � h Rev I1J (1'_I/ � .. MELLO P.L.S. l.- r, r !.i J (� I � I CHi�IST�f-HER -:. � _ - - - I � / <t cj 1 lio p p,�EMEN fl i ' N / I1J Lij U 4: ti - --'/ \ / // / t� 34 � 136.24 1 O 135.7 � �\ l� / X33.2 / fi C/) O _j MAP 1060 SOT / I 32.6 / 1327 �� , v N F Z 134.1 / /;! // � // sn � W QdEA N PAUL PROULX / �i oi ,'' o N h o° L07" A �° o3 90 0 �� "� PAVEMENT �Op�BOJ \ / / 1n �� N 3 P J� N 1 STORY WOOD 2 RE TAIL BUILDING �� - - - -- / / / 133.0 135 / G _ O 1.34.6 ��5 . 8 / 133.7 /� C�� ��� F, A5� 136 r" MM� D 136.5 / _ — `�0 ; �G� W � -j U (l) I 1 W _< �.' _ r / ! TRIPLE ��V12 4.2 na,. U EXISTING EXISTING / ��, 12 O SIGN SIGN I w9 r \ 137 CK < F i rvR ` uo POLE W I YARD I POI / YARD --- b- om--- � A3 . N1tiW37�I GH HT 13 5 _ - W2 i N V 13 L 0 0 / G z _ � -- ._._ N55'1"T29"'N .3$3.85' �Ni � A�- - -- - ----- — -- � 137,3 - O ----- ----- HYRAN T -------- W r 1 -"— L1. V -- t _ _ -- --- --- --- WOZ 131. 6r� ------------ ____-- __ --------- 1.37.25 '---- � --- �- ---- -- --- - ----------- --- -- - ------- 13Z 31 -__ ------ W —.- - - - f APPROX. LOCATION OF EXISTING 12" WATER MAIN - - -_______ 137. 8 W - EDGE OF EXISTING PAVEMENT �� TURNPIKE R u�eS1�1� �� �� -- 138 -- - - - _ W __138 - R E rIr —_-- — ---- — � �� — — t � . W / ------ 6 This is to certify that twenty one �``" O II _ days have elapsed from the (� �. ___ e date �-- � ;r, -- - -- - - of fiiir g of this decision with the —----- — s ---------- Clerk's — -- -_______-------- - 1-own st i, `SMH Office . (in S .ppeal having been trE •,U.P. R 138.23 U.P. EXISTING 8" SEWER w / - S It-- -- --_ --- 3ENCHMARK INV = 131.33 S U.P. r/ SMH R = 136.96 1 = 128.20 IN (Rec) 1 = !28.10 OUT (Rec) U.P. e � 1 � �� .t Q1Ni� HE 1845 TURNPIKE ST. N. ANDOVER, MA. 01845 - MESI'Tl--,MOORE'S FALS 100 ANDOVER BY--PASS SHEET No. _ ANDOVER, MA. 0" 845 -- 2 OF 7 ZONING EVALUATION REFERENCES ZONING DISTRICT GENERAL BUSINESS SITE IS SHOWN AS PARCELS 46 & 47 ON I TEM REQUIRED PROVIDED ASSESSORS MAP 106D LOT AREA 25,000 SF 88,245 f SF DEED REFERENCE : BOOK 2480 PG. 12 & BOOK 2648 PG. 269 o FRONTAGE 125 FT 383.85 FT FRONT YARD 100 FT 106 FT PLAN REFERENCES: PLAN 3594 OF 1957 ��`r3�� SIDE YARD 25' FT (1) 95' PLAN 3743 OF 1958 �(. MP, / � PLAN 10143 OF 1985 V�ARE �n SER, a REAR YARD 35 FT (1) 36 FT MAXIMUM HEIGHT 45 FT. 44.6 FT. 1946 STATE HIGHWAY LAYOUT OF ROUTE 114 6ZONING DISTRICT IS GENERAL BUSINESS `( ' MAXIMUM LOT COVERAGE 35 23.92 �RR SAR •��Z`Z (1) SETBACK MAY BE REQUIRED TO BE INCREASED BY 15 FEET WHERE �6 R-20 OWNER OF RECORD 'JEAN PROULX �h2 LOCUS IS DETERMINED TO ABUT A RESIDENTIAL ZONE AS PER TABLE 2, PwEMEN1 ,o FOOTNOTE 2 OF THE ZONING BY-LAW LOT 2 lv REQUIRED CONTIGUOUS BUILDABLE AREA = 75 For Registry Use Only OF MIN. LOT AREA (=18,750 SF) ��\\'t rj E / S��• PLAN 10143 PROPOSED CCONTIGUOUS BUILDABLE AREA = 78,720 SF I HEREBY CERTIFY THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE �`��`v EDGE 5�� �Q l `�?� o ,� �S R E HUNDRED FOUR TEEN TR. REGISTERS OF DEEDS OF THE COMMON w'EAL TH OF MASSACHUSETTS ON�F` wl� PARKING CALCULA LION I CERTIFY THAT THE PRCPERTY LINES SHOWN ARE THE LINES DIViJING EXISTING �� �� 5$.8� I I ��� 51 MOUNTJOY DRIVESEATING AREA IN CONVENIENCE MARKET: 30 SEATS 0 1 SP/2SEATS = 15 SPACES OWNERSHIP AND THE LINES OF STREETS AND WAYS SHOWN ARE THOSE OF w\`� 1$ (SEATING AREA IN CONVENIENCE MARKET: 1000 SF 0 15 SP/1000SF = 15 SPACES) PUBLIC ,r ZQN *ti 513.3, R=20' TEWKSBURY, MA. 01876 0 OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED AI�J NO NEW LINES 5� 22 R=S, N REMAINDER OF CONVENIENCE MARKET 1700 SF � 5 SP/1000 SF = 9 SPACES 5�21.Og. ' � REMAINING RETAIL SPACE : 6484 SF t§ 5 SP/1000 SF = 33 SPACES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE .SHOWN. (TYP.) ---- — \ \ SECOND FLOOR OFFICE SPACE 10911 5F 0 1 SP/300 SF = .37 SPACES I \ REQUIRED PARKING = 94 SPACES ��✓/ Z\�r- , _ \ R=15 \ o N PROPOSED PARKING = 98 SPACES _ - — \ N,e CHRISTOPHER R. MEL L 0 PLS 4 SPAC S 4 9' FENCED = ' � 0 � N NERAL NOTES z 6D U M P S TE R FENCING SHALL BE 6 FT. PAD I O l pp �J 2 HIGH CHAIN LINK WITH (- -� 1) IN/S PLAN /S TIDE RE.SUL T OF AN ON TETE GROUND FIELD o I .SURVEY AND PUBLIC AND PRIVATE PLANS. � � .5�' BLACK PRIVACY SLATS 2) THIS PLAN /S BASED ON THE REFERENCED PLANS, DEEDS AND TtYE RESULTS OF A FIELD SURVEY AS OF THIS DA TE. � NO CERTIF/CARON IS INTENDED AS TO PRCPERTY TITLE � � O � 1 OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED P A T I 0 EA SEMEN TS. / �5 4 O(0j �) 77YE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLE LO,r B CODEq - ------- J----- i w -- SAND ,REGULATIONS GOVERN/NG THE .MA TERIALS ANDIOR II � --- - ,--- � � � < o � "KMETHODS OF INSTALLATION OF ANY IMPROVEMENTS CEPIC TED X38,245± SF. `" NOTES: 2.026± // C� Q 2.026± Acs. Z o / N.6 W ON THIs PLAN. p MAP 106D LOT 46 � ----- � � -_-- / � g� o o � 1. PROPOSED LAYOUT DIMENSIONS ARE TO FACE OF INDICATED ----- ------ - / `t (5 a g 18' 2 5 ---- W h IMPROVEMENT. PROPOSED BUILDING 2. ALL DIRECTIONAL SIGNAGE AND PAVEMENT MARKINGS SHALL , i tj, CONFORM TO THE LATEST EDITION OF THE MANUAL OF UNIFORM ''� - ,� 5' / --------- __ � � 1J W l i i TRAFFIC CONTROL DEVICES. 10 . PACE 9' � gp' i � � � � 0 0 3. PARKING SPACE STRIPING SHALL BE ACCOMPLISHED WITH WHITE _ - SOLLAt�,rDs �� `t g *• .� REFLECTIVE TRAFFIC PAINT. / -- - (Ty ii _j10 .� 4.11 CA c� N / 1`: ------------ ------ `- �. U rL IA, / 3 - LINE OF SECOND STORY OF BUILDING / g�' l,� 4 - - - tj �-� - L 0 T A 11 sPAc s ® = 99' -- r— � � F--- ` �J v� � • Preca t Con Vv'he stops (Typ) / % ® PC Q VAN cw 10 PACE 4 9' 81' / 1 ¢� Z U O 1 MAP 106D LOT 47 �, �� / o JEAN PAUL P?OULX p NIF �' 15 SPACES 9' �� = 135' Q' � / � N _ /0 �� n z 0 18/2 TURNPIKE S TREE N � // `�aP ��, + BUITIJMINOUS PAVEMENT 0 No. ANDOER, MA. O/845 `D // 0oJ/ P � z �. F o - 2- 1 STORY WOOD RETAIL BUILDING '0 13 SP CES 9' = 107' / J��/ 0 L --1 No. 1812 � 'n / f . .J 15 SP CES 9' = 135' — - / W � 0. rl /� 25' / +412 A2 A4 ! U ( 1 PROPOSED �/ N9 I—�- 0� Q EASEMENT PROPOS D C Al,, �AZ W SIGN , I Na - 410 43' I N6 - w - N4 _ -_--- - 1,2 . 7C7--_3 WIA1O N55411'29"W .383.85 0 � W _j W -------- ------ -- 0 h R=30 R=30 W 0 — ----– ---------- W (/) ---------------- EDGE CF EXISTING PAVEMENT -------- ---------_—__ nnL <Z 1 TURNP]� ' [ r W o IKE V 1 .L K.1.4.�� Rout eS 1i14 r T �r� `[;�E 1 l � • j�a, L' This is to certify that twenty one --- w. 0 days have elapsed from the date (L Z of filing of this decision with the ----- __ Town Clerk's Office without an . ---- appeal having been filed Approved by the North Andover Planning Board , Date F 1 -4-562 -- QING HE 1845 TURNPIKE ST. N. ANDOVER, MA. 01845 Date Fi��d --- MESITI--MOORE'S FALLS 100 ANDOVER BY—PASS own Clerk SHEET NO. N. ANDOVER, MA. 01845 3 OF 7 Approved by the North Andover This is to certify that twenty one SITE NOTES L E G E N D Planning Board days have elapsed from the date of filing of this decision with the Town Clerk's Office without an l �� 1 . DEMOLITION SHALL BE CONDUCTED IN ACCORDANCE WITH ALL o SMH EXISTING SEWER MANHOLE • SMH PROPOSED SEWER MANHOLE appeal having been filed APPLICABLE LAWS AND REGULATIONS. DEMOLITION MATERIAL o DMH EXISTING DRAIN MANHOLE • DMH PROPOSED DRAIN MANHOLE PP 9 CATCH BASIN PROPOSED CATCH BASIN / SHALL BE DISPOSED OF IN A LICENSED FACILITY. WETTING EXISTING o SHALL BE USED FOR DUST CONTROL DURING THE DEMOLITION PHASE. EXISTING HYDRANT 100 PROPOSED CONTOUR Date EXISTING WATER GATE PROPOSED SPOT GRADE — 100 EXISTING CONTOUR — 100x0 2. EXISTING PAVEMENT ON SITE SHALL BE CRUSHED AND RECYCLED — AS BASE COURSE FOR NEWLY PAVED AREAS. 100.00 EXISTING SPOT GRADE \5 UTILITY POLE g 3. NEW SIDEWALKS SHALL BE ADA COMPLIANT. aSTREET LAMP - CURB ------- Town Clerk 4. FINISH GRADING BETWEEN PROPOSED SPOT ELEVATIONS AND/OR x x FENCE CONTOURS SHALL FOLLOW A CONTINUOUS GRADIENT. RETAINING WALL PMEN� / L 0 T 2 P � � EX�S��NG I PLAN 10143 Date Filed Eo ONE HUNDRED FOURTEEN TR. 4 HIGH CHAIN LINK FENCE - SEE PIAN FCR MCATIONS � 135 I W19 51 MOUNT JOY DRIVE I CERTIFY THAT THE PROPERTY LINES SHOWN ARE If- Q1g�5 _ - / ` �1 TEWKSBURY, MA. 01876 THE LINES DIVIDING EXIS RIVG OWNERSHIP AND THE IMPERVIOUS FILL LINES Ot >TREETS AND WAYS SHOWN ARE THOSE ORE v�R, M P� - - ' 12" DEEP OF PVOLIC OR PRI VA TE STREETS OR WA YS ALREADYPNCC P133 N ESTABL S!-_�" NQO AND NO NEW LINES FOR DIVISION OF FR N. / �'� - _ / 136 ` \ \\ CAP UNIT ADHERES " ` ' EXISTING C..: rRSHIP GR F0�? NEW WAYS Ai?E SHO��;v. S � - / I36 �— PROPOSED pp St4,T BARRIER TO TOP UNIT 137 CBSN \ W/VERSA-LOK STORMCEP R 106 CONCRETE ADHESIVE / / A�/ - / / 137 x 45 W18 .4 n --- INFILTRATION BED D VERSA-LCK MODULAR DRAINAGE AGGREGATE CONCRETE UNITS 12" THICK MIN. FENCED I J i / \ C4 OPW PR DUMRSTER CHRI S TOPHEH R. •MEL L O PLS _ x 1 RE W RNLI- PAD r k,40 -11111 .- ::•r•>>. . _ - � _ L � b" THICK GRANULAR sit I I I I 4" DIA. DRAIN PIPE - - ' _ ! 140 30 OUTLET 0 END CF WALL 136 LEVELING PAD �/ OR 4 40' CENTERS MAX. l - - _ - 131 00 - - , P A T I O / I 5 I. x50 34 TYPICAL SECTION _ Y - 3� o l0 138 38 x o 1 - 136 x75 136 x 30 4 x 75 1 UNREINFORCED RETAINING WALL _ - - _ 138 -- 137 SCALE: NONE _ - /� CBSN / S TORMCEP TOR PROPOSED WALLS OVER 4 FEET IN HEIGHT SHALL BE DESIGNED BY / - - - - PREP �ETpiNIN / �o � 107 A MASSACHUSETTS REGISTERED PROFESSIONAL ENGINEER AND / , - 1'�8 LION z Iry �,� PERMITTED IN ACCORDANCE 'KITH THEREQUIREMENTS OF THE - - \ �FILTRA /� 138 wts op o I // 0 1 NORTH ANDOVER BUILDING INSPECTOR.. \ 138 50 13 00 / 139 x 50 L i 38 0 i 139 PROPOSED BUILDING I 139 � ( � -4 � I //16 W15 4.1 �1J 139 138 75 / CBSN 101 \ � 140x-25' 133 - PROPOSE / tai ~ �!' I39 ✓ J SILT BARRIER W O ppv'EN`EN 139 x 6 140 0 25- LINE OF SECOND STORY OF BUILDING I3ax / . N/F i � W14 / Z2 ' 140 Mh �/ / �� JEAN PAUL PROULX _ — — 13� 00 ,5�0 / / / PROPOSED LOT A / 1 9 003 INFILTRATION BED A 139 50 \ / FENCE m x 50 I INFILTRATION BED B / / / PROPOSED Sr. 139 00 138 75 139 x 50 � �/ M /� / RETAINING Wt3 1812 TURNPIKE / Q��- I ,�-- WALL Q N. ANDD t/ER, MA. / Z OV) I Oo �o \ 139 / Z / � / ( CBS / STORMCEPTOR O / Q BUITUMINOUS PAVEMENT - I � 13910 - - r / !38� ` P �v 134 135 W °otic 1:3 - - - � ' � ��/ G J 1 STORY WOOD "IF ( - P / (� / RETAIL BUILDING / I 13825 j�� I CBSN 104 / ' J / �G/ p No. 1812 ( CBSN 102 / I / PROPOSED RETAINING WA L ,_, M _ ( I rr 139 ' 139 x 35 138 x Qc,'r � A5 I..1J � J ��G 137 / / �� ____ - - � —.— , ��� /. LL \ � 139 / �136 � G �iL / 135 13q J.��� r_ _� PROPOSED�ET�T� / ' J W Q cLijn z / W12 A4 / U V I 13�a x 138 x75 139J x 50 PROPOSED A2 L__ �Ny d w 138 / SILT BARRIER / r It Q v cn PROPOSED I / w9 A3 136 Z LiJ 0- w SIGN Q= — -_ j �' Wa �—� N,o �„� / W CJ N4 PROP. RE TAIMNG WALL 138 00 = W6 --. I x � N5 N3 Al - _ I e 135 — — 135 - — — — — — — _ > CBSN / S TORMCEPTOR 108 W Q W 13.7 W 0 W - _ . - - ' - - - - — _ _ - — - - - - WCJ rrnn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - W V/ — -- 138 —_ EDGE OF EXISTING PAVEMENT - \ I For Rec;;: ,,,, Use Jn�y a.. \ .� O TURNPIKE STREET � _ � � _ ;' .-.. ��;1=f�Y l"'El "-iJS PLAN Q.. Z Tc) RULr...c RF_rIJLATIC-,*\.. RECISTERS F THE :,!'EA,'_T H OF M/A SSA CHUSE TTS ------- ------- F 14562 QING HE 545 �.►R! �' >': T. N. Ai DC�`JEf�, MA. 01845 !AESITI---MOORE'S FALLS SHEET NO. 100 ANDOVER BY---PASS 4 OF 7 N. A'� 'fVE{�, SAA. 01845 Approved by the \;,)rCh Andover This is to certify that twenty onto Planning Board days have from the date UTILITY NOTES DRAINAGE STRUCTURE ELEVATIONS of filing of th �Jecision with the Town Clerks O;` ce without on C 1) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED 1 appeal having been filed // DUCTILE IRON PIPE. SIZE OF DOMESTIC AND SPRINKLER STRUCTURE RIM ELEVATION INVERT ELEVATIONS ern SERVICES SHALL BE VERIFIED BY THE PROJECT ARCHITECT 0 ALL WATER MAIN FITTINGS SHALL BE RESTRAINED WITH CBSN 101 138.75 3s�.50 ya APPROPRIATELY SIZED THRUST BLOCKS OR RESTAINING v ,a.25 136,50 1 GLANDS. SBTORMCEPTOR 103 139.25 1 ,560 .10 3ti -- TESTING, FLUSHING AND DISINFECTION OF NEW WATER CBSN 104 139.10 136.00 0 SERVICES SHALL BE IN ACCORDANCE WITH THE REQUIRE- CBSN/STORMCEPTOR 105 138.50 135.10 ---- "-" - -- m — g MENTS OF THE TOWN OF NORTH ANDOVER. CBSN/STORMCEPTOR 106 136.75 134.75 / - :�^ CBSN/STORMCEPTOR 107 136.75 134.75 MASSACHUSETTS APPROVED TESTABLE DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENlER SHALL BE CBSN/STORMCEPTOR 108 136.50 i34.25 Town Clerk INSTALLED ON THE FIRE SERVICE. P, o p `�M� LOT 2 0 2) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE NEAT THE /NES D/I/ID/NG EX/STNG �WP✓LRSH/P���aNDATE Date Flied 6.. SApP+v� �� EXNs' NnG P M ' PATCHED. �2 x jE PLAN 10143 LINES OF STREETS AND WAYS SHOWN ARE INOSE ANO 6" 3) ALL STORM DRAINS SHALL BE HDPE EXCEPT AS OF PURL,: CR PRI V11 TE SIREE-TS CR WAYS A" 0 A 0 Y 1�QrtJ i I ONE HUNDRED FOURTEEN Tf OTHERWISE NOTED HEREON. O I j 9 R. ESTAQLISNED AND NO NEW LINES FON DIVISION O_ N. �2 5� MOUNT JOY DRIVE EXISTING C✓1/NERSHIP OR FOR NEW WAYS ARE SNOIw;"�'. \ 4) UNDERGROUND ELECTRIC, TELEPHONE CABLE AND GAS SERVICE P��C F�0 NpUv�R' �,LR MAIN ,, I � .� T SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS FR N1, A ANON OF �2. JJA �, �\ EWKSBURY, MA. 01876 OF THE UTILITY COMPANY HAVING JURISDICTION. 5) WATER AND SEWER SHALL BE CONSTRUCTED WITH A MIN- IMUM HORIZONTAL SEPARATION OF 10 FEET. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED A6 WHERE WATER AND SEWER FACILITIES CROSS. IF EITHER OF __-,---- --- } Op SRA SF. STORMCEPOR 106 \\ THESE CONDITIONS CANNOT BE MET, THE SEWER SHALL BESCOP PR \ o ENCASED IN A SLEEVE FOR A DISTANCE OF 10 FEET ON EACH CHRISTOPHE? R. HELLO PLS z \ via N SIDE OF THE AREA WHERE THE REQUIRED CONDITIONS ARE NYpRAN1 / / \ o \ IN NOT MET. FM INFILTRATION BED D 6) ALL NEW SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC � '� !il PIPE CONFORMING TO ASTM D3034. SEWER PIPE WITHIN 10 FEET �`� > > OF THE BUILDING SHALL CONFORM TO THE STATE PLUMBING T-4 w _1 0 o p CODE. TESTING OF SEWER SERVICES SHALL BE IN CONFORMITY f� `� `n w WITH THE REQUIREMENTS OF THE TOWN OF NORTH ANDOVER. i QL _ s ok- v Q W CBSN I o car) / �� O � o / SEINER P. s TORMCEP TGRP A T I O N RCE 107 / J A.• F LOG / S-36•• 0+ / O E o� W\ mV 00 PROPOSED BUILDING J w 0 / o : n \ ,V?5 ^J 3 ' , 0 4�, i' QI 0 0 `4l i Z SNE1-. l t � CBSN 101 ' INV = 135.50 / / / t O) 3 Q. W �. LINE OF SECOND STORY OF BUILDING / O ' — N F , R0 — _ // �, a dEAN PAUL PROULX; i z a i ---- ----- INFILTRATION BED A LOT A T-2 a.. 1jcPEZ INFILTRATION BED B o 1812 Turnpike Street / CLEANOUT TO �' O No. Andover, Ma. 01845 srcf CEPTOR103 � ¢� � � // a, / FIN. GRADE 00, P < Z 1 STORY WOOD RETAIL BUILDING Q� CBSN 102 3 J�F `'� CBSN 104 �3 6" D.I. / Pte, G No. 1812 CBSN % co Or: / w S TORMCEP TOR 0 105 `� 45 -- m / --- w Z SMH 200 RIM Q 3.60 INV :: i:_ .50 / / W Q rj) n ._.� N12 A2 A4 V) PROPOSED I i W9 / A3 W EASEMENT i NV = 133115 rw7 - _ W8 - �� - - ' �� r 12" R.C. CULVER ._ -- -8� - —_ - W _j 134x00 N6 ` _- - W4 , \ - _ W2 / 4. W W3 Al INV. = 131.0 CL Or INV = 1;.; C 4.00 CBSN / 8" DRAIN ® W r 1 STORNICEPTOR s 0 i08 sso EXCAVATE TEST HOLE t0 CONFIRM ELEVATION OF \ W f-- 03 LC' EXIST. WATER MAIN PRIOR TO COMMENCEMENT OF / W O rrn SEWEf�CGNSIRUGTION II 0 v) W EDGEII OF IEXISIING PAVEMENT — © 0 APPROX. LOCATION OF EXIST. �yor R:gistry Use i�nly a- 12" Q STREET WA TER W 0 TURNPIKET R 1 E T � � o CL Z --- PROP. INV. = 13o.O0 -- S S S SMH EXfrING 8" SANITARY SEWER CORE GRILL & BOOT SMH R= 136.96 / HF,1 -'-'y' ;'F_RT' -y THIS PLAN CONFOIcWS O iNW. = 131.33 U'P, EXIST. S.Y'i FOR 1 ; 128.10 OUT (RECORD) i TC ! i,'_r S ANP. REGULATIONS OF THE 1 U'P' NEW 6" SEWER U.P. OF THE CCMVON— F1 ,4 CF ;ri�.CA,.;f;'JSETTS. 582 CSI^JG �1L 1 :� Tail ���=1►{�: S f. N. ANS`/V ;; , F%`A. 01845 I ME—SITI•--MOORE'S FALLS SHEET N0. 100 ANDOVER 5OF7 ,c C DETAIL DETAIL D DETAIL INFILTRATION BED O INFILTRATION BED L. I w _ ®� DETAIL: No Scale DETAIL: No Scale c ,7 rOR M CEP 24" PERF. No Scclle PIPE (TYP) LIMIT OF _ o RECHARGE (6 4 60' LONG) o BED 4-24" PERF. LIMIT OF z . z _ _ _ _ _ _ _ _ _ - - - - -11 0 0 PIPE (TYP) RECHARGE - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - o (60' LONG) BED ~ �- - - - - - - - - - -- - - - - - - - LIJ appendix ,1 Q to CL S,rC t50i Precast Concrete Storniceptor" z -- - - - - - - - - _ - _ _ (150 USGalion Caparity) L - - - - - - - - - - - - - - - - - - -GBS. N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - lL W Z - - - WELL J O J - - - - - - - - - - - - - - - - Q - - - - - - - - - - - - - - - - - - - - w z - - - - - - OBS. _ _ _ - J - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - D - - - - - - - - - - - O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , O Cover and Grate L - - - - - - - - - - - - - ---_-_-_-_-_ _ _ _ _ _ _ J N _ _ _ �� _ _ _ _ _ � _ _ - J 0 - R ..�.R Adjusters To - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5» G L -- _ _ _ _ _ _ _ _ _ _ - Suit I -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - 6 2' t° N a-- p - - - - - - - - w 24" - r 6 2' U 6. 4"0 PVC pipe Vares To -- Trash Guard Min.15"High Match Grade • N!Dc'xn P pe Stormce tor' O N H14"Cap p Cx I I9" insert 4"0 PVC p'Pe � - Cleanout 1 Vent Pipe D E T A I L z m - - See Note 2 DETAIL Q O O-Inlet ! + ! 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ThaUseOtFlexibleConnecti°nisRecommendedatTheinletandOutetVv'hereApp - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - be P°si6oned Over The inlet Drop Pipe and The Vent Pipe. L - - - - - - - - - - - - - - - - - - - - ) � 2. TraCoverShould - - - - - - - - - - � o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n - - - - - - - - - - - - - - - - - - - - - J stem is rote<Ae'j by one or Ir>ore of the follew'ng U.S. Patents:#4985148, _ _ _ _ _ - - - - - - - - - - - - - - -- - - - - 3 The Stormcxptor Sy P w - - - - - - - - - - - ' 49$331 X5725160,#5753115,#5643181, ''" ' 765,arE311690. - - - - - - - - - - - - - - - _ - _ - - - - - _ - - - � � w � ® 4 - - - - - - - - - - w 62' M - - - 4.Contact a Hydro Conduit representatrv'e for��Itrer details not liste�j on this draN�ng. - _ - _ _ L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 s 00 www.rinkerstormceptor.com - - _ - - - - _ - _ - - - - - - - - - - - - - - - - - - - - - - O Rinker Materials / Hydro ConduitUirlsion _ _ _ _ CBS- - - - - - - - - - - - - - - - - - - -" - - - WELL ® - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - J �Z2 THE STORMCEPTOR SHALL L - - - - - - - - - - - - - - - - - - - - - _ _ _ - - ON DRAWINGS FOR _ � - - - - - - -- - - - - - - - - - - - - - - - - - - CONSTRUCTION _ - BE PREPARED BY THE MANUFACTURER AND PROVIDED TO - - - - - - - - - - - 7 - THE DESIGN ENGINEER AND OWNER PRIOR TO T E 5I - 4 N TRUCTION. FINAL SYSTEMLING 62' � COMMENCEMENT OF CONS LL BE BASED UPON THE - AND BYPASS DETAILS SHA ' RECOMMENDATIONS. Z U V)MANUFACTURERS _J � � W SUMMARY OF SOIL TEST HOLE ELEVATIONS 'SUMMARY OF INFILTRATION BED ELEVA TIONS r V) TEST HOLE GROUND ESTIMATED SEASONAL INVERT OF INVERT OF INLET 12 Co Z �.J ELEVATION HIGH WATER TABLE BED EST. S.H.W. T. BOTTOM OF J U Q 132.9 130.8 ELEVATION STONE STORAGE PIPES W Q Q 1 131 .9 PIPES 2 13 4.2 IL 3 135.5 131 .8 U � 134.50 136.00 133.6 129.8 A 131 .9 (T-2) 134.00 Q 5 132.9 130.5 135.00 Z W 2 W B 130. 3 (T-1 ) 133.00 1 .33.50 W :ESee Sheet 5 for Test Hole Locations. Test Holes valuated b Alexander F. Parker, CSE, on Sept. C 130.5 (T-5) 132 50 133,00 134.50 Q e Y a- 0 (Y 13, 2006. 132.50 134.00 0 U W D 129.8 (T--4) 132.00 l CERTIFY >}yA T [HE Pr�CPER TY LINES SHOWN ARE THE LINES OIV70ING F-.YV TING OWNERSHIP, ,AND THE W Q n (Y E 131 .8 ( I--3} 134.00 134.50 134.67 LINES OF OF PUBLIC OREETS PRIVArD PVAYS TE STREETS HORNARE- THSE WAYS ALREADY > W 4Q! O ESTABLISHED AND NO NEW LINES FOR DIVIISION OF EXISTING OWNERSHIP QR, FOR NEW WAYS ARE SHOWN. ® 0 z V) SECTION Q. r I O N BED GEOTEX TILE FABRIC For Registry Use Only W INFILTRATION LINED EXCAVATION �� • This is to certify that twenty one Approved by the North Andover 0 days have elapsed from the date Planning Board Z 4 LOAM AND SEED (MIN.)-� �� �- _ _ Q- CLEANOUT WITH PLUG �----- - ----- of filing of this decision with the _ Town Clerk's Office without on - ///_ INLET PERF. H.D.P.E. CHRISTCPJ1F:R R. MELLD PLS appeal having been filed � co ALL PIPE AND 4. 4 4" PIPE FITTINGS TO BE SCH. 40 PVC d' _ I HEREBY CERTIFY r111.J' PLAN CONFCRI,M TO INE RULES AND 4!:GULA TIONS OF THE Date F 14562 TDP [7F STONE i.. .0 REGISTERS OF DEEDS '?F THE CGMMOAV- �•• PERF. PIPE WEAL TH OF MASSA Ch1).:EFIS. SHEET NO. o I•• -4 2' Min - 1 1/2" TO 3' WASHED STONE DETAIL Town Clerk - - JJ // STONE UNDER PIPE TO EST S.H.W.T. 6 OF 7 OBSERVATION WELL ALLOW LIQUID TO ENTER N TS - no scale D::te Filed ATCH BASIN FILTER DETAIL IL SANITARY SEWER STORM DRAIN _4�- .� 0 DETAIL TRENCH SECTION TRENCH SECTION g� no scale DETAIL CATCH BASIN no scale no scale -0 DEWATERING BASIN no scale UNPAVED UNPAVED U v0 v� No Scale PAVED PAVED -24' x 24' CAST IRON FRAME AND GRATE z _ -- - 9" '" H A YB A LE LEBARON LK 123 OR LK 124 —�-- 4" LOAM 4" LOAM & SEED �c SEED PLAN Full Mortar Bed ---- �QQ Staked Hay Bales LIMIT OF TRENCH � 11 Cha a Leveling Brick As Necessary COMPACTED EXCAVATION - COMPACTED �1 �rBACKFILL I y� \\ Q LIMIT OF TRENCH BACKFILL D SHEETING �� 1/2" AND SHORING AS 3/4 to 1 EXCAVATION 96" I 1' REQUIRED BY - a4 Stone LOCAL CONDITIONS. PROVIDE SHEETING a "� �p�� (ROCK) (EARTH AND SHORING AS �Dp 8" CONC. BLOCK np�p — 6" REQUIRED BY p _ -L OCAL CONDITIONS. ONS.TEMPORARY (TYP) PRECAST CONCRETE p pD (ROCK) (EARTH N DD ° D STEEL PLATE Location(s) of proposed WALL SECTIONS DRAIN Uvaa' Dewatering Basin(s) shall 4-0 INSIDE DIAM. EWER ppD0DpD OD 6" — 00 /2°be approved in the field D DD D by the Design Engineer ° DD 4, ,!5 (6 " IN LEDGE)D (6" IN LEDGE)18R "SNOUT" DewaterinDischarge OILS & DEBRIS STOP ul g CRUSHED CRUSHED LLJ Staked Hay Bales LEBARON FOUNDARY INC. STONE STONE •- I U SECTION OUTLET L HAYBALE JEOD + 2' OR 3' MIN. DIKE �ysrr�rrr� rnrsr�n�ra OD + la" OR 3' MIN. p N TEMPORARY STEEL PLATE Filter Fabric O 3/4" STONE 3/4" - 1 1/2" WATER MAIN O N Stone � 2 Filtered Water TRENCH SECTION41 Ll ti r _ . __ NO DISCHARGE FROM ANY DEWATERING ACTIVITIES SHALL no scale o BE DIRECTED INTO EXISTING STORM DRAINAGE FACILITIES CATCH BASIN RESOURCE AREAS UNLESS FIRST ROU rED 'THROUGH OR R � 000u�o� o �co ao V A DEWATERING BASIN. law n p o orh`�ficin` o00onoo Qo Qn a UNPAVED 4 PAVED PRECAST CONCRETE BASE O 6' CRUSHED STONE FOUNDATION O 4" LOAM & SEED • Q AL. CROSS SECTION DETAIL DETAIL - LIMIT OF TRENCH •� TYPICAL DETAIL CONSTRUCTION ENTRANCE COMPACTED EXCAVATION �� °� ION CONTROL SILT FENCE MANHOLE H OLE BACKFILL PROVIDE SHEETING SITE EROS G PAVED AREAS ON S no scalp r� "x "x4'-6" WOODEN POSTS n o S c u I ei 6„ 1' REQUIRED BY AS (7� 2 2 O � (n'� nrt� scale AT a' O.C. (MAX) LOCAL CONDITIONS. C (ROCK) (EARTH q� v 3 ti Pitch As Shown on Site PLAN 40' � MIRAFI No. 100 SEDIMENT » Grading Plan - ----- CONTROL FABRIC 24 DIAM. MANHOLE FRAME AND COVER 20 » — _ _ _- HAY BALES Full Mortar Bed w 1 1/2' Bit. Concr. Top Course >- FLOW DIRECT10N 2 1/2- Bit. Concr. Base Course 1e EXISTING GROUND / � l � 1-1/2 To 3 =� 2 to 5 Courses Leveling Brick In Stone D WATER MAIN 9" (6" IN LEDGE) t,� 4 ,, — — PRECAST CONCRETE CONE SELECT STONE BACKFILL c� 12' Gravel Base No Stone Over 3 Dimension 3" �Z Z �`• SECTION — I I II FORGED ALUMINUM SAFETY TYPE MANHOLE TD + 18 OR 3 MIN. 4 �Q g 8 II I —_ I I(I UNDISTURBED SUBGRADE ALLOY STEP AT 12 T.C. 2 N pn Approved Sub rade PRECAST CONCRETE WALL SECTION v �j Stone Subgrade 1-1/2" To ( All Joints and Penetrations DETAIL. 4' _ 0" to be made fully Watertight) 0!n EROSION CONTROL PROGRAM � V GRANITE CURB 1. STAKED HAY BALES, SILT FENCE, TEMPCRAY DIVERSION S�NALES AND SEDIMENT � Z L~_ BASINS SHALL BE INSTALLED IN ACCORDANCE WITH THIS PLAN OR AS OTHERWISE '� W N.T.S. DIRECTED BY THE PROJECT ENGINEER OR THE CONSERVATION COMMISSION O.. PROTECTIVE BOLLARD PRIOR TO CCMMENCEMENT OF CONSTRUCTION ACTIVITIES. 20 ADDITIONAL -- V) HAY BALES AND 100 FT. OF SILT FENCE SHALL BE KEPT ON SITE FOR �-- NO ScaleHAY OR OTHER EROSION CONTROL NEEDS. THE CONTRACTOR SHALL INLET INSPECT EROSION CONTROL FACILITIES WEEKLY AND AFTER EVERY RAINFALL 5" MIN EVENT TO CONFIRM THAT SAME ARE PROPERLY FUNCTIONING. ANY DEFICIENCIES 6" MATERIAL IN THE EROSION CONTROL FACILITIES SHALL BE CORRECTED IMMEDIATELY. --� ---'� VARIES 2. ALL SOIL STOCKPILES SHALL BE PROTECTED AGAINST EROSION. W Q Z OUTLET 3. CATCH BASINS SHALL BE PROTECTED WITH FILTERS, AS SHOWN HEREON CL U 4 6" DIA. GALVANIZED STEEL PIPE, FILLED / i UNTIL NO SEDIMENT TRANSPORT IS VISIBLE DURING RAINFALL E`JENTS. FILTERS J SOLID WITH CONCRETE, ROUNDED AS SHALL BE INSPECTED WEEKLY AND MAINTAINED AS NECESSARY. t-- Q SHOWN BITUMINOUS '9 4. TEMPORARY EROSION CONTROL MEASURES TO BE TAKEN DURING CONSTRUCTION z W PAVING -- � » - SHALL CONFORM WITH THE "MASSACHUSETTS EROSION AND SEDIMENT CONTROL 5 MIN GUIDELINES URBAN AND SUBURBAN AREAS" DATED MARCH 1997 AND MAY W css- d� iso s PRECAST CONCRETE BASE X no �� �o� o00 $� INCLUDE SOME OR ALL OF THE FOLLOWING MEASURES: TEMPORARY SEEDING, TEMPORARY MULCHING (STRAW), PERMANENT �Ny^ W � e GRANITE CURB 6" Crushed Stone ____ SEEDING, HYDROSEEDING, SODDING, AND PLACEMENT OF HAY OR CL 0 -4-1 BRICK INVERT JUTE NETTING DURING WINTER MONTHS. O U W z Foundation 5. DEBRIS AND/OR LITTER SHALL BE REMOVED FROM THE SITE ON A WEEKLY J BASIS. W Q / r A- 1" FINISH GRADE 6. IF DUST IS GENERATED DURING CONSTRUCTION, IT SHALL BE CONTROLLED > W i i - BY USE OF WATER TRUCKS, SPRINKLING OR TEMPORARY STABILIZATION METHODS. W (f) Z 7. AT THE COMPLETION OF T OPS @ 12HE PROJECT, ALL DISTURBED AREAS SHALL BE Q - " O.C. (5) AND #4 BARS #3 HO DETAIL. WHEEL STOP PERMANENTLY STABILIZED WITH LOAM AND SEED OR OTHER GROUND COVER. Q — VERTICAL (4) For Registry Use Only a- II W no Scale Approved b the North Andover �.o I CERTIFY THAT THE PROPERTY LINES SHOWN ARE This is to certify that twenty one PP Y F-- I i i OWNERSHIP AND THE days have elapsed from the date Planning Board -- ct O CONCRETE BASE, 25Q0 PSI STRENGTH THE LINES DIVIDING EXISTING PLAN I AFTER 28 DAYS LINES OF STREETS AND WAYS StJOWN ARE THOSE 'P a_ z of filingof this decision with the OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY - -- 6 -0 _ I I SUBGRADE ESTABLISHED AND NO NEW LINES FOR DIVISION OF ►own Clerk's Office without an EXISTING OWNERSHIP CR,,FOI,?, NEW WAYS ARE SHOWN. 9n --= jppeal having been filed 3 4" HOLE 2'-6„ / f I HEREBY CERTIFY THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THESECTION Date _ REGISTERS OF DEEDS OF THE COMMON- 4 - PROPOSED WHEEL STOPS SHALL F 14562 Vv'EALTH OF MASSACHUSETTS. 5 3/4" BE OF PRECAST CONCRETE — � CHRISTOPHER R. MELLO PLS I — CONSTRUCTION AND INSTALLED Town Clerk SHEET N0. I 1N ACCORDANCE WITH THE Aim �__-1 MANUFACTURER'S RECOMMENDATIONS. 7 Off, 7 Date Filed ' NOTE: CONTRACTOR MAY USE PLASTIC TREE GUYING CHAIN IF APPROVED BY LA. G-CHANNEL (5EE BELOW) �y REINFORCED NEW RUBBER \ HOSE,BLACK, 1/2" I.D.,TYP. NOTE: SHRUB SHALL BEAR SAME RELATIONSHIP 1 Huntress Associates Inc. AR(1) LOT 2 TO FINISHED GRADE AS IT BORE TO NURSERY OR FIELD GRADE DOUBLE STRAND -- --- -- - �SZN -y Pt1w 101• �- I2 GA. WIRE TW#STED �Gr� moA Landscape Architecture & Land Planning ROOTS LL TREE PIT a Pl.�l AR(l) 17 Tewksbury Street i NOTE: TREE SHALL BEAR SAME RELATIONSHIP (5NOW 5TORAGE) - ,t Andover Massachusetts 01810 TO FINISHED GRADE A5 IT BORE TO NURSERY q; f. AR ru 3" BARK MULCH IN 5AfUCER 978 470 8882 FAX 978 470 8890 OR FIELD GRADE PLANT SAUCER, 4" CONTINUOUS SECURE TREE WRAPPING ABOVE FIRST BRANCH `� NO 5AUCER WHERE SHRUBS OCCUR IN BEDS PROVIDE fl GAUGE G-CHANNEL FOR STAKING; ---- W17FIN15H GRADE 3 PER TREE. DRILL TO ACCEPT GUY WIRE. E 1� AR(1) jiJ0 4!lia i i a_ '!f PRINCE AND PAINT BLACK, 4a \ LOAM s SEED AG(1) P p l 112) GUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL PLANTING 501L MIX: BACKFILL IN L005E LIFTS OF o WRAP TRUNK WITH TREE WRAP &"-5" DEPTH. SETTLE ATH THOROUGH WATER SOAKING n 3" BARK MULCH IN SAUCER PA(I) — PLANT SAUCER 4" CONTINUOUS n 6 ,— - o _ — MOUND OF 501L IN CENTER OF PLANT PIT TO 5UPPORT FINISH GRADE LOAM s 5EED a MIN. - (5NON 5TORAGE) - --- IG(3) �8 BALL AT REQUIRED ELEVATION � (15) �8ti� - W z - - __ _— GUT I$ REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL PG(U PROPOSED BUILDING g = frBAtL�y — PG \—. �� -- PLAN F • \ M -- ___ TING SOIL MIX: BACKFILL IN LOOSE LIFTS O I (5"-W DEPTH. SETTLE WITH THOROUGH WATERING TYPICAL SHRUB PLANTING2 — 5„Eo 2s—>F _ _ SCALE. N.T.S. 1Z ---- HOUND OF 501L IN CENTER OF PLANT PIT TO SUPPORT ORNAMENTAL LIGHT POLE(TYP) -- -- - a ' AR(l) W14BALL AT REQUIRED ELEVATION --- — , JG(8) MIN. N/F PA Pc(I) PG(1) 10(4) PLAN ANCHOR BOLT5PAGINGSHALL ®ECIDUOUS TREE PLANTING AND STAKING _ N PAUL PROULX BE DETERMINED BY LIGHTING STANDARD MANUFACTURER SCALE: N.T.S. LOT A . " LOAM 6 SEED . ' 0 hJc(v 5V(4) PG(1) -ti o I" CHAMFER JG BUITUMINOUS PAVDAENT 1 STORY WOOD PJM(a) ULE(TYPy— �� " o J� - <51NGLE LUMINAIRE: RETAIL BUILDING ORNAMENTAL.LIGHT P IG(6) r PG(1) GROUNDING LUG LIGHT POLE, SEE SPECIFICATIONS (,I FRAME WITH POLYESTER No. ,a,z � a HEAVY CAST ALUMINIUM (6) c 1C,(3) 1C,Q2) POLE BASE POWDERCOAT FINISH AG ll) BN(1) __-- __ - --- 1 CHAMFER 1 �I I" MINIMUM 250W W/MH DIFFUSED LENS - C, ( RBD r 5(1) - (1 - 6) 14 �' FIN15H GRADE Project: r N t < • • � r "° � ALUMINUM P05T / • • '� —III < — COMPACTED SUBGRADE WITH BLACK VINYL LOAM d SEED r r PERENNIALS(TYP) a I I III l II I I I ! I I� : • III___I IIII o' ACRYLIC FINI5H0-1830 PA(11 AR(I) JG(28) i 1 ANCHOR BOLTS A5 REQUIRED o -1Ii1 11 tI I 1 III II. C I I BY THE MANUFACTURER N JG(14) N EDGE OF EXISTING PAVEMENT �� I • III M Turnpike Street � :/.• CONDUIT, SEE SPECIFICATIONS TURNPIKE STREET v III j • , , . REINFORCED GA5T-IN-PLACE CONCRETE BASE North Andover, Massachusetts III=I II �• #6 BARE COPPER GROUND, EXP05EV JillI IN 501L FOR 6 MINIMUM - lb" BASE DIA - 14" BOLT CIRCLE _ s�, : •� II IN5TALL A5 DIRECTED BY MANUFACTURER FLUSH BASE AT CONCRETE FOOTING - ---_ - - - --- --- - I= SEE DETAIL #5 e Drawing Title: 18 DIA. ELEVATION �-------- -- CONCEPTUAL LANDSCAPE AND LIGHTING PLAN -IN-PLACE LIGHT POLE SASE 5 LIGHT POLE Landscape' (:4)�CAS 4' = 1'-0' SCALE: N.T.S. SCALE. 1 —40 i Lighting Plan PLANT L I ST FL_ANT I N6 NO TES k„!!” SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE 1. PRIOR TO THE START OF ANY EXCAVATION FOR THE PROJECT BOTH q. ALL PLANTS TO BE BALLED IN BURLAP OR CONTAINERIZED. `. ON AND OF THE SITE, THE CONTRACTOR SHALL NOTIFY DIGSAFE AND } TF BE PROVIDED WITH A DIGSAFE NUMBER INDICATING THAT ALL EXISTING 10. MULCH FOR PLANTED AREAS TO BE AGED PINE BARK: PARTIALLY 1DE0ID0005 TREE5 UTILITIES HAVE BEEN LOCATED AND MARKED. DECOMPOSED, DARK BROWN IN COLOR AND FREE OF WOOD CHIPS '� y, AR AGER RUBRUM RED MAPLE 3 I/2"-4" GAL. THICKER THAN 1/4 INCH. 3" DEPTH THROUGHOUT ALL PLANT BED5. < ' 8 2. CONTRACTOR SHALL BEGIN MAINTENANCE IMMEDIATELY AFTER " 11. PLANTING 501L MIX: LOAM THOROUGHLY INCORPORATED WITH ROTTED '+>• rs ,s ' .'r PC PYRU5 GALLERYANA 'ARI5TOCRAT' GALLERY PEAR 7 2 I/2 -3 GAL. PLANTING AND WILL CONTINUE UNTIL FINAL ACCEPTANCE. MANURE PROPORTIONED 5 G.Y. TO I G.Y. OR EQUIVALENT. PEAT M055 ,q h, .•..... .. t+ 3. CONTRACTOR SHALL VERIFY ALL TREE REMOVALS WITH LANDSCAPE WITH FERTILIZER ADDED PER MANUFACTURER'S RECOMMENDED RATES. ARGHITEGT PRIOR TO CONSTRUCTION START. ORNAMENTAL I$ E\/ERGREEN TRF-E512. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT AG AMELANGHIER GANADEN515 - MULT15TEM 5HA05LOW 5ERVIGEE3ERR"( 2 8-10' HT. 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINA6E AWAY FROM ALL MATERIALS FOR ONE (1) FULL YEAR FROM DATE OF ACCEPTANCE. 3N BETULA NIGRA 'HERITAGE' HERITAGE RIVEIz BIRCH (CLUMP) 8 10-12' HT, BUILDING FOUNDATIONS, STRUCTURES, AND PLANTING BEDS. 13. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE PA PIGEA ABIE5 NORWAY 5PRUCa 2 5-10' HT. 5. MAXIMUM SLOPE WITHIN 12I5TL'RBED AREAS SHALL NOT EXCEED 3:1, LANDSCAPE ARCHITECT, AT THE NURSERY, AND AT THE 51TE. UNLF55 OTHERWI5E NOTED. 14. LANDSCAPE ARCHITECT TO FLAG ALL TREES TO BE TRAN5PLANTED 6. THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS PRIOR TO CONSTRUCTION START. SHRUE35 IN QUANTITIES SUFFICIENT TO COMPLETE ALL PLANTINGS SHOWN ON THI5 C,5 CORNUS SERIGEA REDTWIG DOGWOOD 12 2 - 21/2" HT. DRAWING. 15. ALL AREAS OF THE SITE WHICH HAVE BEEN DISTURBED AND NOT Revision Date OTHERWISE DEVELOPED SHALL BE LOAMED AND SEEDED WITH A PJM PJM RHODODENDRON PJM RHODODENDRON 211 2 - 21/2" HT. �• ALL MATERIALS SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY MINIMUM DEPTH OF 6" DEPTH TOPSOIL. JG JUNIPEROU5 GHINEN515 "5AROENT11" 5ARGENT JUNIPER I1-7 15 - IS" 5P. THE AMERICAN A550CIATION OF NURSERYMEN. RBD RHODODENDRON BOULE DE NEIGE' 'BOULE DE NIECE' RHODODENDRON 6 2 - 2 1/2' HT. a. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS TO ORIGINAL GRADES BEFORE DIGGING. IG ILEX GLABRA 'DEN5A' INKBERRY 40 18 - 24" HT. 5V 5YRINGA \/ULCGARI5 "ALBA" COMMON LILAC 13 4-5 HT. I RRI GATT ®N NOTE5 PERENNIALS $ GRASSES I. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH AND INSTALL ALL MATERIAL5 RF RUDBECKIA FULGIDA BLACK EYED 505AN 38 #2 POT NEGE55ARY TO COMPLETE THE AUTOMATIC, IRRIGATION 5Y5TEM FOR ALL LAND50APE AREAS SHOWN ON THE PLAN. DL HEMOROGALI5 'ICE CARNIVAL' OAYLILY 15 #2 POT scaler Drawing No. 2. FURNISH ALL LABOR, MATERIAL5, 5ERVICE5, EQUIPMENT AND APPLIANCES REQUIRED TO COMPLETE THE WORK OF AN AUTOMATIC IRRIGATION SYSTEM AND RELATED ITEMS. 3. ALL WORK SPECIFIED SHALL BE EXECUTED IN AGCORADNCE WITH ALL 60VERNING ORDINANCES, LAWS AND REGULATIONS. Job: 4. 5PRAY 5PRINKLER5 ARE TO BE USED FOR ALL LAWN AREAS. File: ✓�- a 5. ALL PLANT BED5, 5HRU55 AND TREES SHALL HAVE DRIP IRRIGATION. Drawn: G� of W N —• � I I I I I I I I I I I 7 -4" V-4" 2'-0" 7'-4" I I 65'-0" 1 1 e- 6'-2" 1 45'-4" 3'-4" I 1 I Nv-- I_ m { IIS T — — — — — — HH � o � 1 1 r-I 11 , 11 : oyr T Iin d o r; {v o rnI `i 14 Z ( z , - JI I I �� � - - - - - I M - - - - - - _ 3 r # { - _ n 0 U) I I O --T1 4tl i I I I 1 " II 0 C- r N z f- m Z 1 — z o _ r X rn r =i O n . I D Cls S _U D�1 z i a rn _ D -� a? rn I x z r- O - - - - - - - - - - - - - - - - - - - - U l i 1 z I f I I z 0 L4 0 II I I0 I ) Iz m M z m z z I I I I 1 II z0 I rn o M - - z I I i i ra I ) I I r i rn I z z II I o 1 � _ I I it I I I I I � Z Drawing Number: Drawing Title: FIRST FLOOR PLt'i1V PING FOR Architect: Scale: Revisions: BAY STATE Bay State Design Date: 10-12-06 GFM 12/22/06Associates, Inc. DESIGN Architects • Engineers A201 Project: 1812, 1830-1830 7TURNPIKF: ST. NOTICE: 70 Tower Office Park Drawn: ECD, MS General Contractors ANDOVER, 1r A THESE PIANS ARE 'DOCUMENTS—OF—SERvICE" Wobum, MA 01801 Checked: N. ANDO♦ER, MA AND CANNOT BE USED WITHOUT THE WRITTEN Phone: 781-932-2467 PERMISSION OF NEW ENGLAND DESIGN INC. Fax: 781-932-9771 Project: 2751.001 325 North Main Street, #15B, Middleton, MA 01949 Cr1 N I I I I I I I I I I I I I I I I I 2 00" I 65'-0„ 7'-4" I I I 45'-4" I I I D O � I 1 I � n Drrim r I OD z I - - - - - - - - - - - - C) - - -O p Z Z - - -- - - - - D — — — — — — — O Z I I I I I I p m M z z z z 0 m z rn I I I OTI z I I M rn IL D Z - - - - - - - - - - - - - � -' m - - - - - - Z I o V)C00 4 rN O u WT M rn I x (/)0 rn I I r I D m I Z I X z OD O I I I I C) ?, C) I I rn :Z1 I I I z i p I I I W 0 I I I I C- Y z m z z I ZE z m Z o I I I K: rn - � - - - - - - - - Z - - - - - - - � 0 I I I -n M I I I m z IAL- 0 I I 1 U 2*J 7: I I I I oa N_ I O z 111111 k : 4 �. Drawing Number: FDrawingTitle: SECOND FLOOR PLAN PRINTING FOR Architect: Scale: 1�g" 1'-0" G� Revision1812 TURNPIKE 12/22/06 BRAY STATE Bay State Design Date: 10-12-06 Associates, Inc. DESIGN Arcnitecte • Engineers A202Drawn: ECD, MSGeneral Contractors 70 Tower Office Park 1812, 1830-1830 TURNPIIE ST. NOTICE: Woburn, MA o,801 "DOVER it A THESE PLANS ARE 'DOCUMENTS-OF-SERVICE" Phone: 781-932-2467 Checked: N. ANDOVER, MA AND CANNOT BE USED WITHOUT THE WRITTEN Fax: 781-932-9771 325 North Main Street, #15B, Middleton, MA 01949 PERMISSION OF NEW ENGLAND DESIGN INC. Project: 2751.001 CA N I I f 1 I I I I 74'-4" o 72'-4" _A //-�` L J..._,E✓.. ..A..._.�. ,Z f _, 1 ...L....�._s. ..i. � T"I"'-.'�. �€_.k..r`'T� T` ;--1— �,.�.�_--i'"� � ��.i._ L � � \�r OD -TI .�_€_ iY a _}L vS_' I t� � L 1 !('''''"7 a k, r.�.�.-.�._ ..�1,.�,. L.._#._.�,t 3� T./� � E("") t" � �— �P F r-y f .E s I.. 1 ! � IL 1 I ! A t { � r E- r, r-€ � — Ll Ziy j; `�� ` b , IN, C !—f I' l F k47- Ij 4 I i.. l � � — — I• I-4 j 4 j-i 1 I !j -, IH� ( rl C LJ J L F � t C> O \ = n \ < *t - - � > n i / ; - I CD a � E"4 T, I 1 E 5 G, W Z O ;a 1-1 Li Li ! i 3 rte+ r € t h— � FIs R ( i ._< i Ali ' i ' r� r j -- Y r -J L Cre C r —3 s ....._..... _ — — € t _ � � a L,t � (! 1 k. f ;_ yL L t {.\ t t C N i _ Drawing Number: Drawing Title: ATTIC FLOOR PLAN Architect: Scale: 1�8"=V-0" PRINTING FOR Revisions: BAY STATE Bay State Design Date: 10-12-06 GFM 12/22/06 Associates. Inc. DESIGN Architects • Engineers A203 Project: 1812, 1830-1830 TURNPIKE ST. NOTICE: 70 Tower Office Park Drawn: ECD, MS General Contractors ANDOVER, ��p THESE PIANS ARE "DOCUMENTS—OF—SERVICE" Woburn, MA 01801 Checked: N. ANDOVER, Mei AND CANNOT BE USED WITHOUT THE WRITTEN Phone: 781-932-9771 PERMISSION OF NEW ENGLAND DESIGN INC. Fax: 781-932-9771 Project: 2751.001 325 North Main Street, #15N, Middleton, MA 01949 0 a� Cast Stone Rosette Brick Soldier Course (typ.) Cast Stone Arch (typ.) Elevator Vent at Side Ridge Vent Infinity Class 1 Dryvit (typ.) , Azek or MDO Trim (typ.) Brick Soldier Course Architectural Asphalt Shingles — Note. 0 --� -� . Rooth iol t to aver t e b i average U finished rade is 44.6feet Brick tv r T ct . .: _. •: .,. ,... . ,: _. . - .. .. _ .__ _, _ . _ Aluminum Gutter t v y , Infinity Class 1 . 4t Dryvit D rt(tYP \ � (Sign) (Srgn) (Sign) ct v Sign (Sign) ign) � CSS I I 1 I i i i I i I I I II jl Southuth Elevationn Si n s: � ^ � N I I 1 � I v1 u � _ I� i II f 504 s 14 3 w Total Area: 24 x 6 N ERE — M ' t .-. • .: a .• ;:.Y . - ,.:.:.{!: , + .a i ..'.,i. ,..t4r,.°. t.:..,.. ,.,.. ... ...:,'. - , ';;J i I O/ :.:. _;.: .. .. ,..,::.. i is 4 .-, .::-,,., i';> i. •.;,:n i ., - :<:z 1.,. � , . . 10;o Allowed: _ X50 sf Sin (Sign) (Si n) (Sign) (Sign) (Sign) _ (Sign) � _ 1st Level: - . -- - ._ ,.z„- _.� - -i -.:rte-,i•r---. -.'-.. •_ 'ri ...... h _ ,J `D , 1� x l,� x (6 108 sf � o � O -i — N r 15 sf C. L r 123 sf c _ w b z Infinity Class 1 Dryvit (typ.) Cast Stone Accent 2nd Level: Fixed and Sliding Brick Soldier Course Face Brick 12' x 2' x (8) = 172 sf Q Q U a: (typ.) \ Windows (typ.) Face Brick Cast Stone Base Infinity Class 1 (typ.) Dryvit (typ.) 146' - 8" Building Directory Behind Column (8 sf) Total = 315 sf Ile •y U C.' ` 01 O O O xx � QQ N � O. Gi 1 South Elevation 1/8" 11-011 � W Ridge Vent 0 .y Architectural Asphalt Shingles N U UNA �— Brick Soldier Course (typ.) A o y Roof Dormer Beyond \ ' c 3 � _ _ Aluminum Gutter (typ.) - ,nr << �— Infinity Class 1 Dryvit (typ.) 1812. 1820 1830 - -= TURN, S TREET I Sign: 21 sf - . ,.. � n_ Dryvit (Sign) �� �- Infinity Class 1 � -- -- o umns (typ.) .� eWest Elevation Signs: --� -- -. I Face Brick (typ.) Total Area: 24' x 74' = 1,776 sf Elevation at Building Sign _ 3 _ _ -T----,- Brickk Soldier Course ( 5p 10; O Allowed: = 177 sf •�, i Y '1 1 4 l I, i fi• t ,v> t k, Uzi ft- � i l ;kJ1'E' 4r k int r' St t., f' t g IstLevel: , 4 Infinity Class 1 D it 6 �•-+ OC t5 rY (typ•) O r—, > - , �- 2nd Level: ' O (16) x 2' = 32 sf 4� N 00 Total = 44 sf - - 65 - 011 7' 41t Oc O 74' - 4" o ter,, West Elevation 1/8' = 1'-0" � Q 0 a� HVAC Equipment Enclosure Vinyl Screen Fence Ridge Vent Architectural Asphalt Shingles c _ P 40 _ ^ �r I t' • I U _ , I .� cc ,, , RS c� •: C , .r , : Ci : x,,. c, :, c. t... • 1. .1 4 .. .a. ,. , t.. t,. :x , .... ,-.,- '. '.. ''-r-,- ;_ --•- --=-+--r: :- —.. ....'--r a":-'-' sem. '� ti-•—'---�,.... � �� �. —_ _— _r _ � Q A•. Ca N T MEM �''�"'' r Y'k.. U Infinity Class 1 Dryvit (typ.) Cast Stone Header (typ.) PVC Pergola at Patio North Elevation 5 E � cQ ¢ ¢ i? 3aw H II Ridge Vent 0 r_N � C Architectural Asphalt Shingles Brick Soldier Course (typ.) / o 0 1. - Roof Dormer Beyond Q Aluminum Gutter -_ , U Infinity Class 1 Dryvit (typ.) - , _r Infinity Class 1 Diyvit (Sign) - S' iT — �� Columns (typ.) � a -- —{ —F1 East Elevation Signs z !,I Face Brick (typ.) Total Area: '?4' x 74' = 1,776 sf (typ-) _ Brick Soldier Course ( „'m', -rT.TP;, s. If I ,.: - a F:s - _ .. �.1 10% Allowed: 177 sf d 7 '.1{ �I! F. 14 :•.'. 1 ltifa I :,j,." 4F t 1 xl I, crttlG ,t ,tl ! st t 1Fi-Fk ,.I {4 h '% IY• nr7 lrrial � '� 1 , , u' (Sign) - lst Level: W Infinity Class 1 Dryvit (typ.) 2nd Level: N '� (16) x2' = 32 sf yC YI I W _ _ Mum— Total 44 sf East Elevation U Y Ni 'o a�+�r• hr:�ss Zy,n o.. �' Q