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Miscellaneous - 550 TURNPIKE STREET 4/30/2018 (14)
RECEIVE Town of North Andover JOYCE B CAp ice of the Zoning Board of Appeals To POOR i j��pity Development and Services Division William J. Scott, Division Director . 2001 FEB 28 A 11 D. Robert Nicetta Building Commissioner 2 S 27 Charles Street `North Andover, Massachusetts 01845 Any appeal shall be filed Notice of Decision within (20) days after the Year 2001 date of filing of this notice in the office of the Town Clerk. Property at: 538 Turnpike Street Telephone (978) 688-9541 Fax (978) 688-9542 NAME: Northeast Dermatology DATE: 2/14/2001 ADDRESS: 538 Turnpike St. PETITION: 044-2000 North Andover, MA 01815 1 HEARING: 1/9/2001 & 2/13/2001 The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday, February 13, 2001 at 7:30 PM upon the application of Northeast Dermatology, 538 Turnpike Street, North Andover, MA as a Party Aggrieved of the Building Inspector and for a Special Permit from Section 6, Paragraph 6.613 to allow for the mounting of a sign structure 3'x3' affixed as a ground sign on 538 Turnpike Street within the G -B zoning district. The following members were present: Walter F. Soule, Raymond Vivenzio, Robert Ford, George Earley, Ellen McIntyre. John Pallone abstained from hearing this petition. Upon a motion made by Walter F. Soule and 2nd by Ellen McIntyre the Board voted to uphold the Building Inspector's decision. The Board voted to GRANT a Special Permit to allow for the mounting of one unlighted identification ground sign ( 3'x3') located 10' from the comer, and that the height of the sign should be no more than 8' from ground level. In accordance with the Plan of Land by: Stephen M. Melesciuc, PLS, #39049, Marchionda & Associates, LP, 62 Montvale Ave., Stoneham, MA dated: 1/24/01. Voting in favor: WFS/RV/RF/GE/EM. The Board finds that the applicant has satisfied the provisions of Section 6, Paragraph 6.61) of the zoning bylaw and. that such change, extension or alteration shall not be substantially more detrimental than the existing structure to the neighborhood. Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearing. Town of North Andover Board of Appeals, MUDecisions2001/1 Raymond Vivenzio, acting Chairman BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 LEGAL NOTICE Town of North Andover Zoning Board of Appeals Notice is hereby given that the Board of Appeals will hold a public hearing at the Senior Center, 120R Main St., North Andover, MA., on Tuesday the 0"' day of January, 2001 at 7:30 PM to all parties interested in the appeal of Northeast Dermatology, 538 Turnpike Street, North Andover, as a Party Aggrieved of the Building Inspector for a Special Permit from Section 6 Paragraph 6.6 D to allow for the mounting of a sign structure 4' by 3' long affixed as a ground sign on 538 Turnpike St. A said premises affected is property with frontage on the West side of 538 Turnpike Street within the G -B Z6ning District. Plans are available for review at the office of the Building Dept., 27 Charles Street, North Andover, .MA Monday through Thursday from the hours of 9: 00 AM to 2:00 PM. By order of the Board of Appeals, William J. Sullivan, Chairman Published in the Eagle Tribune on December 2e & January 2, 2QQ I. Wlegalno2000/43 Reviewed by: CU (a `a0� c� L�.�ro� �o�m oa�� mo...YN.c_co: » c N. g¢� o E �a ad m y DC7 ���g m mo 0 0.o m o c u`�� a a` Eo v a>.'ornm (Z -_D m '0 o ai os -�Q o'C'n cli Qa 0)n N m co V; wm (OD-;: XM o c- m a)U >L `mQ � c p >. CL >-oo ca am a) nc o c._in o� c � �� oF-$ v.�mC�N t'Q Q¢L _oto of ) E _.'C..m o N.y C NY oL > ON C �O o'O� Nr ZotogcQmiamoE-oo`6�°romc aEi3�39C>0 LOLo-Lo-o� no pm a)� �UL"o _cZrmi C N �Cnp O O.� d ul Nin (a`po or o mm2 �N a1 Q r T O4) L d'- L N 3 Comro`oz-0Nmm>:t °'a�ViOr cM cin na'�0'C3cZ Nth Co >L' F 0z o aa) m cif n° o oa'iN cna'o� oY¢ n�Y ca �� d o E$ H c CU)t - 3 aasSZQ c E 6E4 ma m� nN Emin� ��i LEGAL NOTICE Town of North Andover Zoning Board of Appeals Notice is hereby given that the Board of Appeals will hold a public hearing at the Senior Center, 120R Main St., North Andover, MA., on Tuesday the 9a' day of January, 2001 at 7:30 PM to all parties interested in the appeal of Northeast Dermatology, 538 Turnpike Street, North Andover, as a Party Aggrieved of the Building Inspector for a Special Permit from Section 6 Paragraph 6.6 D to allow for the mounting of a sign structure 4' by 3' long affixed as a ground sign on 538 Turnpike St. A said premises affected is property with frontage on the West side of 538 Turnpike Street within the G -B Zdning District. Plans are available for review at the office of the Building Dept., 27 Charles Street, North Andover, MA Monday through Thursday from the hours of 9:00 AM to 2:00 PM. By order of the Board of Appeals, William J. Sullivan, Chairman Published in the Eagle Tribune on December 2e & January 2, 2091. Ml/legalno2000/43 Reviewed by: 7 z I 111111a u �� W �L'3t°)'mo'm`°c°'romrc'm r�`0 ago ` °� Z5 ID 10 as V >dc° �¢�a Emaoara ���' °°3(j. gag as>Eo is , c `m -• d 'p ` 1- a� mF- a) M- ca w a� A V GI.c :2 °�•-O(n 3 fa -0 a) - OL ¢. 0 n N s0C TOTco -aaa. m`amo� Nmao C"Cc,) a V>28 n3C'd �n'CN, O (AY UJ O 0 C,!45 CO) 0Lf) O Q) >LO m_¢Cnt(O �J '�.,O4a 07> 0, a7 C �LfA O a1 C:. y Qt. >�N CL� p.0�(�N� L s ca ° m 0 o 'O E ( r ma Z0°c`o"c¢mm�oFoo�m�m�c �310,3:z cow ro`0 ES -. m N•O j =(D Cz.-O 'O �Cno O O n ul N N, O.L.. ° mm UN O (ti nV i T0._ O 2 C- O � 0' N 0._ N L N N C.C'..U-.mN`pZUNda3>:¢mULOE,'06 Cl) '0 .:'cp QNB p�C �z roY� Off. ' W .FO O �_. m �.i QOL-C a).,_L C� c a) a1 C T:5 '6 C Q. I o z a c 'C .rn n_ n 3 3 ' N . ..=.. t in 65) 02 W= k l9 2 Z Q hE 01 E d' `oi n¢ N r `Y ° a ` 3 9 o 0 0 1- C - nN M U):E N Town of North Andover r�aRT OFT -ICE OF °f ° '� 0 COMMUNITY DEVELOPMENT AND SERVICES 27 Charles Street Y North Andover, Massachusetts 018�!5 ':_t �>•,, o .,:`�_ oC HU7C ,ctor ss -9531 Fax (978) 683-q:ti`' FAX Transmission TO: d' , 4" FAX Number: '? 7P - Ws-- /Sq F- Ofvl: / /w Town of North Andover Zoning Board of Appeals FAX: 978-688-9542 PHONE: 978-688-9541 Q1, T E: /.2 - SUEJECT. �. Tctal number of paces: . REMARKS.' Attached is a fax containing your legal notice. As you are aware, the attached legal notice has to be placed with the legal notice department of the Lawrence Eacie-Tdbune and it is your responsibiiity to do so as -soon -as -possible in order to meet the required de=adline. Failure to place the legal notice in the paper within the required deadline will mean that you will not be able to be placed on the ZEA acenda for the upcoming meeting. The phone number for the Eaole Tribune is- 978-085-1000, ext. 7412, should you require further assistance. ikll/fax TRAVELERSJW Travelers Indemnity Company Of Connecticut P.O. Box 1450 Middleboro, MA 02344-1450 08/19/2016 Town of Andover Building Inspector 120 Main Street North Andover MA 01845 182 Insured: Northeast Dermatology Associates, Incor Claim Number: E7139535 Policy Number: 680 -201R7124 Date of Loss: 08/17/2016 Loss Location: 538 Turnpike St North Andover MA To: Board of Selectmen Building Commissioner Inspector of Buildings Board of Health A claim has been made involving loss, damage or destruction of the above captioned property which may either exceed $1,000 or cause Massachusetts General Laws Chapter 143, Section 6 to be applicable. If any notice under Massachusetts General Laws Chapter 139, Section 3B is appropriate, please direct it to my attention and include a reference to our insured, the policy number, the claim/file number, the date of loss, and the location. If you have any questions, please feel free to contact me at (508)946-6347 or email me at MCCONDON@travelers.com. Sincerely, Meghan Condon Claim Professional (508)946-6347 Ext. 9466347 Fax: (877)786-5584 Email: MCCONDON@travelers.com On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by first class mail. Signature Date P0062 F3162C1s16233000182 00001 N Date ..... .1.. ...!..�? ..... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ....................1.` /. � . T ...................................................................................... has permission to perform .................................................E ..................................................... wiring in the building of.... �,%¢ i / ST" V7 .7.— L{ ...................................................... atot .5.3...1. t%t .............. ..............Y...!Z<. �........./..:::........... "!....: , North Andover, Mass. rFee ....... Lic. No. 6 ...................................... x.11......... ELECTRICAL INSPECjEAR Check # 12204 10394 Date.z.1 TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING If >e 2:.`......b2.. This certifies that .... ........................................................ has permission to perform...4 V -L I A .*"**'**'**"** ........................... ......................... plumbing in the buildings of W orgw"�( . . . ......................... ................... A�*****--** ........... —) .............. ..... North Andover, Mass. at � ............ i.�. Fee�.b.l .. ,,..... Lic. No. ts.t.b ...... ................................................................... PLUMBING INSPECTOR Check # r TOILET URINAL WASHING MACHINE CONNECTION WATER HEATER ALL TYPES WATER PIPING 6TH 'ER I INSURANCE COVERAGE: 1 have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. YES [3"NO D IF YOU CHECKED YES, PLEASE INDICATE THE YPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY E;:i OTHER TYPE OF INDEMNITY ( BOND 0 OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws, and that my signature on this permit application waives this requirement. CHECK ONE ONLY: OWNER 0 AGENT 10 SIGNATURE OF OWNER OR AGENT I hereby certify that all of the details and information I have submitted or entered regarding this application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be i mpliance m0MV11 Pepinent provision of the (Massachusetts State Plumbing Code and Chapter 142 of the General Laws. xl�t!� PLUMBER'S NAME ,Pf/d IOW A LICENSE # sea I SIGNATURE MP d JP D] CORPORATION F]J #©PARTNERSHIP ®# LLC COMPANY NAME i ADDRESS c'DLs.,l �e CL CITY D -STATE _ ZIP TEL _ FAX P CELL I EMAIL MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM PLUMBING WORK CITY +� �� _ ( PERMIT # _ �I MA DATE �1^'^� a�� JOBSITE ADDRESS -57! OWNER'S NAME P OWNER ADDRESS TEL_-JFAX TYPE OR OCCUPANCY TYPE COMMERCIAL EDUCATIONAL ® RESIDENTIAL �J] PRINT CLEARLY NEW: RENOVATION: REPLACEMENT: Ek PLANS SUBMITTED: YES ® NO© FIXTURES Z FLOOR- BSM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BATHTUB{ CROSS CONNECTION DEVICE DEDICATED SPECIAL WASTE SYSTEM I _ - [ _ I .._ _ J _ _M_ DEDICATED GAS/OILISAND SYSTEM I DEDICATED GREASE SYSTEM DEDICATED GRAY WATER SYSTEM DEDICATED WATER RECYCLE SYSTEM 1---j r.. _. DISHWASHER -1 .____ .__. _J __�[ . __1 _ ._�[ .___._� _r9 .___4 ____...} �.._. ___. f __.__➢ DRINKING FOUNTAIN FOOD DISPOSER FLOOR/AREA DRAIN INTERCEPTOR (INTERIOR) KITCHEN SINK �! --___l _�___1 E ___._J ______� J ____J LAVATORY ROOF DRAIN SHOWER STALL SERVICE / MOP SINK i ? _ _.I I _._ _.I _ I { ! ( J _ _! E f I f I E TOILET URINAL WASHING MACHINE CONNECTION WATER HEATER ALL TYPES WATER PIPING 6TH 'ER I INSURANCE COVERAGE: 1 have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142. YES [3"NO D IF YOU CHECKED YES, PLEASE INDICATE THE YPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY E;:i OTHER TYPE OF INDEMNITY ( BOND 0 OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws, and that my signature on this permit application waives this requirement. CHECK ONE ONLY: OWNER 0 AGENT 10 SIGNATURE OF OWNER OR AGENT I hereby certify that all of the details and information I have submitted or entered regarding this application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be i mpliance m0MV11 Pepinent provision of the (Massachusetts State Plumbing Code and Chapter 142 of the General Laws. xl�t!� PLUMBER'S NAME ,Pf/d IOW A LICENSE # sea I SIGNATURE MP d JP D] CORPORATION F]J #©PARTNERSHIP ®# LLC COMPANY NAME i ADDRESS c'DLs.,l �e CL CITY D -STATE _ ZIP TEL _ FAX P CELL I EMAIL W H O z z 0 H a w 4 o� z o � � w � W o a � LLI a � CO M 0 w co p o a W� a U J IL m Q C0 w x w H LL F z O H U W P� A a � e, The Commonwealth of Massachusetts - Department ofIndustrial Accidents Office of Investigations IV 600 Washington Street Boston, MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information c� PIease Print Legibly Name (Business/Organization/Individual): �/O W!/y!�!a c_/� ) c ►e. c� �o Address: /� G • ��o L-� �� City/State/Zip: Ne "r/Z W A-� f 63 RSI Phone #: & 03 3 ? a'7 g_::1 Are you an employer? Check the appropriate box: 1. ❑ I am a employer with 4. ❑ I am a general contractor and I 0fiiployees (full and/or part-time).* have hired the sub -contractors 2. I am a sole proprietor or partner- listed on the attached sheet. ship and'have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 3. ❑ 1 am a homeowner doing all work right of exemption per MGL myself. [No workers' comp. c. 152, §1(4), and we have no insurance required.] t employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10. ❑ EIectrical repairs or additions 11. BT�unbing repairs or additions 12.❑ Roofrepairs 13. ❑ Other `Any applicant that checks box#1 must also fill out the section below showing their workers' compensation policy informafiion. i -Homeowners who submit this affidavit indicating they aie doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:. Policy # or Self -ins. Lic. Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation -policy declaration page (showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine ofup to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. X do hereby cert under the palps and penalties of perjury that the information provided above is true and correct. Phone #: "' &v D 3 3 7 X 7 Pc -P P Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # a -aa -J Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other - - - II Contact Person: Phone #: II Iuformati®u and Iustructi®us Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract ofhire,- express or implied, oral or written." An employeiis defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who.has not produced -acceptable evidence of compliance with the insurance coverage required" Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub -contractors) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or town)" A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each J year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. i The Department's address, telephone and fax number: Tho Commonwealth. of Massachusetts Department of IndusWal Accidents Office of Inavestigations 600 Washington Street Boston} SMA, 02111 Tel, # 617-727-4900 ext 406 or 1-877:MASSAF Revised 5-26-05 Fax # 617-7277749 www-mass.govfdla `ri r COMAdNWEALTH OF MASSACFIUSE7TS �rC LUMBERS AND GASFITTERS AS A MASTER PLUMSEF „ 3SSUES THE ABOVE LICENSE TO: } NORF1AND P BE RUBE 3; 12 L I,NCOEN RD.` NEWTON NH 03858=31Ot3: '11588 05/01/14 171794 .j Ct?MiVlt}NW,EAI.TH OF NiASSA+1USS -PLUMaER.S AND GAS FrTTERs 4 t .1G�EIVSED AS AJOURNEYMAfit1.P0 F3 ` "ISSUES THE ABOVE LICENSE TO`' a .. +IORM `(ND 'P <BERUBE L TNCOLN ROAD NEWTON A--:,. � t 3-' NH 03858 3:1.03 �.tl°22340 D? g 171 4� 4 Commonwealth of Massachusetts Department of Fire Services BOARD OF FIRE PREVENTION REGULATIONS Official Use Only Permit No. Occupancy and Fee Checked [Rev. 1/07] (leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (NEC), 527 CMR 12.00 (PLEASE PRINT WINK OR TYPE ALL INFORMATION) Date: City or Town of: NORTH ANDOVER To the Inspe for of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) r i � i& T%Pl-w /6l oe � 5 Owner or Tenant Owner's Address Telephone No. Is this permit in conjunction with a building permit? Yes IR11, No ❑ (Check Appropriate Box) Purpose of Building��t� l� j ✓� S Q �—ys G.� Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: 1g C Co N �1 b-0.4_ r,,-,, 0 Completion ofthe following table may be waived by the Inspector of Wires. No. of Recessed LuminairesNo. of Ceil: Susp. (Paddle) Fans No. of Total Transformers KVA No. of Luminaire Outlets j No. of Hot Tubs Generators KVA No. of Luminaires O Swimming Pool Above ❑ In- rnd. rnd. Tq—Elo. o Emergency Lighting Battery Units No. of Receptacle Outlets No. of Oil Burners FIRE ALARMS No. of Zones No. of Switches No. of Gas Burners No. of Detection and Initiating Devices No. of Ranges No. of Air Cond. Total Tons No. of Alerting Devices No. of Waste Dis posers p Heat Pump Totals: Number - Tons I.KW No. of Self -Contained Detection/Alerting Devices No. of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑Other Connection No. of Dryers Heating Appliances KW Systems:* SecuriNo of or Equivalent No. of Water KW Heaters No. of No. of Signs Ballasts Data Wiring: No. of Devices or Equivalent No. Hydromassage Bathtubs No. of Motors Total HP Telecommunications Wiring: No. of Devices or E uivalent 11A I THER: Attach additional detail if desired, or as required by the Inspector of YYires. i Estimated Value o Ele tdcal Work: ov (When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10, and upon completion. INSURANCE COVERAG : Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such cover is m force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE 0 BOND ❑ OTHER ❑ (Specify:) I certify, tinder the pains and penalties ofpeijury, that the information on this application is true and complete. FIRM NAME:. LTC. NO.:- Licensee: /- ture (If applicable, enter "exempt" in the license number line.) Bus. Tel. No. L/ Address:�vt ( PLi-t S "of Alt. Tel. No.: *Per M.G.L c. 147, s. 57-61, security work requires Department of PublicSafety "S" License: Lic. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent PERMIT FEE: $ Signature Telephone No. ❑ 2012 Massachusetts Electrical Code Amendments 527 CMR 12.00 § Rule 8: hi accordance with the provisions of M.G.L. c. 143, § 3L, the 0 permit application form to provide notice of installation of wiring shall be uniform throughout the Commonwealth, and applications shall be filed on the prescribed form. After a permit application has been accepted by an Inspector of Wires appointed pursuant to M. G.L c. 166, § 32, an electrical permit shall be issued to the person, firm or corporation stated on the permit application. Such entity shall be responsible for the notification of completion of the work as required in M.G.L. c. 143, § 3L. Permits shall.be limited as to the time of ongoing construction activity, and may be deemed by the Inspector of Wires abandoned and invalid if he or she has determined that the authorized work has not commenced or has not progressed during the preceding 12 -month period. Upon written application, an extension of time for completion of work shall be permitted for reasonable cause. A permit shall be terminated upon the written request of either the owner or the installing entity stated on the permit application. ❑ The Permit Extension Act was created by Section 173 of Chapter 240 of the Acts of 2010 and extended by Sections 74 and 75 of Chapter 238 of the Acts of 2012. The purpose of this act is to promote job growth and long-term economic recovery and the Permit Extension Act furthers this purpose by establishing an automatic four-year extension to certain permits and licenses concerning the use or development of real property. With limited exceptions, the Act automatically extends, for four years beyond its otherwise applicable expiration date, any permit or approval that was "in effect or existence" during the qualifying period beginning on August 15, 2008 and extending through August 15, 2012. 0. Rule 8—Permit/Date Closed: *** Note: Reapply for new permit ❑ ❑ Permit Extension Act — Permit/Date Closed: Trench Inspection Pass M Failed 0 Re- Inspection Required ($.) ❑ Inspectors Comments: Inspectors Signature: Date: SERVICE INSPECTION: Pass M Failed Re- Inspection Required ($.) ❑ Inspectors Comments: Inspectors Signature: Date: K PARTIAL ROUGH INSPECTION: Pass IN f Failed Re- Inspection Required ($.) ❑ Inspectors Comments: 13_ Inspectors Signature: r Date: ROUGH INSPECTION: Pass 0 Failed Re- Inspection Required ($.) ❑ Inspectors Co m nts: Inspectors Signature: Date: FINAL INSPECTION: Pass 0 Failed Re- Inspection Required ($.) ❑ Inspector Comm ts: Inspectors Signature: Date: DEB WEINHOLD ... TOWN OF MERRIMAC, MA. .......dweinhold@townofinerrimac.com The Commonwealth of Massachusetts Department ofIndustrialAccidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): At,d✓1-�— Address: SSi�u47 �vt l� +Ayf- , City/State/Zip: ��'qc �S 70vy, 0'3 Phone #: 7 A,r�e,yo�n employer? Check the appropriate box: 1. !�Y! am a employer with 4. ❑ I am a general contractor and I _6 employees (full and/or part-time).* have hired the sub -contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. t ship and'have no employees These sub -contractors have working forme in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 3. ❑ I am a homeowner doing all work right of exemption per MGL myself. [No workers' comp. c. 152, § 1(4), and we have no I insurance required.] t employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. &Kemodeling 8. ❑ Demolition 9. ❑ Building addition 10. F1 Electrical repairs or additions 11. ❑ Plumbing repairs or additions 12. ❑ Roof repairs 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers' compensation policy information. i Homeowners who submit this affidavit indicating they are doing all work and then.hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information. 1 am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:. 1 ACwQ Vfi7o, (a� Policy # or Self -ins. Lic. #: Expiration Date: Job Site Address -L S'r :la)- ✓k -,) 0 t 6c- -) -r, City/State/Zip:- Ali, Ay ut_ f "A A-. Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fmr up to $1,500.00 and/or one=year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of JAvestigations of the DTA for insurance coverage verification. I do hereby cert under the pains and penalties of perjury that the information provided above is true and correct. i Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other - - - Contact Person: Phone #: Inform.ati®n and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, • express or implied, oral or. written." An employeiis defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a j oint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced -acceptable evidence of compliance with the insurance coverage required" Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub -contractors) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy infilmation (if necessary) and under "Job Site Address" the applicant should write "all locations in(city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The CQmmonwoalth of MossachusPtts Department of Industrial ,Accidents Office of Investigatitons 6.00 Washington Stxeet Boston, MA 02111 Tel # 617-727-4900 ext 406 or 1-877:MASSAFE Revised 5-26-05 Fax # 617-727-7749 -wwwmass.gov/dia CERTIFICATE OF USE & OCCUPANCY Torn of North Andover Building Permit Number 33woM Date 4 WW/ ?a- too THE BUILDING LOCATED ON MAY BE OCCUPIED AS THIS CERTIFIES THAT ,fir s 4- IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. "' "'" CERTIFICATE ISSUED TO MOM ea� t- �0 ADDRESS 5 3 8 Yu roj f; t �'734cm„scBuilding Inspector *ft Cz c c CD o o c cc 0 ,.� ac A A CD Fit EQm o o c `— �" N s o` m got CM m m a Z1.3 3 N fCS a O� N CO) O O cm O cm 0 c �yQ ca OM N o o c c CL , a Q i y m C O Lai �, c .. •� � •N dt O C Z m N O*I V .m p m=E2C c L 2 tNv 'a 0 CO) O rr. --•. H t d r=.r a� c L O }+ O H 7 - w� \ w a 0 Z w - CD cm _ y ®'C uw m CD U z CD CD aon �w , . p, r° c nn dC o Ua Qr m o pp wo G L ci ap0' o w' Cz c c CD o o c cc 0 ,.� ac A A CD Fit EQm o o c `— �" N s o` m got CM m m a Z1.3 3 N fCS a O� N CO) O O cm O cm 0 c �yQ ca OM N o o c c CL , a Q i y m C O Lai �, c .. •� � •N dt O C Z m N O*I V .m p m=E2C c L 2 tNv 'a 0 CO) O rr. --•. H t d r=.r a� c L O }+ O V co Q. CD cm _ y ®'C LA m CD 0 CD CD CD CD o cc a y C -_ © *- C Cp cQ J 'p .71 O ,CD c CD V y � C CO) 0 WII,LIAM J. SCOTT Director (978) 688-9531 Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES 27 Charles Street North Andover, Massachusetts 01845 CONTROL CONSTRUCTION - SECTION 127.0 M.S.B.C. CERTIFICATE OF ENGINEERING/ARCHITECTURES BUILDING INSPECTOR TOWN OF NORTH ANDOVER 27 CHARLES STREET NORTH ANDOVER MA 01845 Fax(978)688-9542 GENTLEMEN: I L�f�Zl�^i [_ �CUL��[q� HEREBY CERTIFY THAT THE BUILDING CONSTRUCTION AT M-1tIJ(41 D"Ai75L06N06 , !moi CRARSIZt=5 RA -1A I.TWQKL: 41- W(li WM kA DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGULATIONS FOR THE FOLLOWING: iJj AUTHORIZED SIGNATURE DATE REGISTRATION STAMP: NOTE: ENGINEER "WET STAMP" MUST BE AFFIXED TO THIS FORM. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Location ec 5� No. c3� — O f Date TOWN OF NORTH ANDOVER e ; , Certificate of Occupancy $ Building/Frame Permit Fee $ +c4�us Foundation Permit Fee $ Other Permit Fee51 0 $ a TOTAL $ C) -S° Check # 47, 1 1.,Building Inspector zl O Q U_ J CL Q F- LL! CL z 0 w —4— �v W CZ - U C U Q CL Lm C O (1) m m Q m m m O L c c L •�ooa� a) o L •- < 00 m .O U -0 N .c U m IO 0 r■ 0 0 U .O N In O Q 0 n O z ❑ LUCL LU U U W m F- z J J z O U J , Q. a Q W H LU J Q. O U z, Q me I W J LL LU °� m @ cm s J a E ami m` c cmi-3 cu CD 00 N C ,� III N O C .� O O O O �/� Cn - •0 O M O E N L In N L .0 O C^, L VL Q WV .(n a)L> C III L N O to o a) m O Ln O U) L LE O) M N U_ to =3 C E 'u-) E •� vi m m a in o— c �L cII O CU m m U I LII M L L O ?+L L C , Q n U N 0 0 E OE ) c� >, N a Q cn .2 E -a c C cu ,� U O CO M = O III L L o a o L o o O O Zm� Eco� - � " = " E m U IZ O �a)' O m Z m.0 D - -O u)'in O z ❑ LUCL LU U U W m F- z J J z O U J , Q. a Q W H LU J Q. O U z, Q me I W J LL LU c •N c c Sq N O N I� L 0 -a c En ° o a cn a� �O L m o_wEOcn0 Q «. U n- O) N m,� 0 L L O O O a�Ucn❑O O z ❑ LUCL LU U U W m F- z J J z O U J , Q. a Q W H LU J Q. O U z, Q me I W J LL LU q RECEIVED TownofNorth Andover JOYCE BRAG ice of the Zoning Board of Appeals EY R T S; pity Development and Services William J.. Scott, Division Director 2001 FEB 2 g q : 2 r1�1 27 Charles Street Orth Andover, Massachusetts 01845 D. Robert Nicetta Building Commissioner Division Telephone (978) 688-9541 Fax (978) 688-9542 This Is to certify that twenty (20) days have elapsed from date of decision, filed i Ihout filing of an peal. Joyce A. Brad"w Town C*k Any appeal shall be filed Notice.-.6f'Decision within (20) days after the Year. 2001 date of filing of this notice in the office of the Town Clerk. Property, at: 538 Turnpike Street NAME: Northeast Dermatology- DATE: 2/14/2001 ADDRESS: 538 Turnpike St. PETITION: 044-2000 North -Andover, MA 01845 BEARING: 1/9/2001 & 2/13/2001 The North Andover Board of Appeals held a public hearing at its. regular meeting on Tuesday, February 13, 2001 at T30 PM upon. the application_of Northeast Dermatology, 538 Turnpike Street, North Andover, MA as a Party Aggrieved of the Building Inspector andfor a Special Permit from Section 6, Paragraph 6.6D to allow for the mounting of a sign structure 3'x3' affixed as a ground sign on 538 Turnpike Street within the G -B zoning district. �T The following members were present: -Walter F. Soule, Raymond Vivenzio, Robert Ford, George Earley, Ellen McIntyre. John Pallone abstained from hearing, this petition.AR _3 -1011 A_ 33 Upon a motion made by Walter F. Soule and. 2"d by Ellen McIntyre the Board voted to uphold the Building Inspector's decision. The Board votdd to GRANT a Special Permit to allow for the mounting of one unlighted identification ground sign ( 3'x3') located 10' from the corner, and that the height of the sign should be no more than 8' from ground' level. In accordance with the Plan of Land by: Stephen. M. Melesciuc, PLS, #39049, Marchionda & Associates, LP, 62 Montvale Ave., Stoneham, MA dated: - 1/24/0 1. ated:1/24/01. Voting in favor: WFS/RV/RF/GE/EM. The Board finds that the applicant has satisfied the provisions of Section 6, Paragraph 6.6D of the zoning bylaw and that such change, extension or alteration shall not -be substantially more detrimental than the existing structure to the neighborhood- Furthermore, eighborhood Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearing. Town of North Andover Board of Appeals, Raymond Vivenzio, acting Chairman Ml/Decisions2001/1 ATTEST: BOARD OF APPEALS'6`88-9541l"BUILDING`"638>9545 CONSERVATION 688--9530 HEALTH 688-9540 PLANNINGA8�' 1� Copy Town Clerk 1 Registry of Deeds Northern District of Essex County Lawrence, MA 01840 03/23/01 NORTHEAST DERMATOLOGY GA # 7 Rec; Type FLAN 33.00 Inst 8169 Copies 4,00 # 8 Rec: Type DECSN 30.00 11"est 8170 Total 67.00 # 9 Payment Cash 80.00 # 10 Change 13.00 THANK YOU! Thomas J. Burke Register of,Deeds Registry of Deeds Northern District of Essex County Lawrence, MA 01840 03/23/01 NORTHEAST DERMATOLOGY GA # 11 1 Cert. Copies 0.75 Total 0.75 # 12 Payment Cash 1.00 # 13 Change 0.25 THANK YOU! Thomas J. Burke Register of Deeds ESSEX n�oRTM R� � � OF �.EEps LAW NCE , MASS. C A TRUE: COPY: ATTE'; REG(STEpt OR' DEro [3' X 3` ground sign] Y ST- TREE s`—�TO EXIBE REMOVED ? p � •�t� f j*41i'� ��' �'��� � � � ��"° ��' � ��g"' ',r o't�}'fir�. .e• .t , � _.,,*� � a � is � �°� � � x ' o r .. m'`"s• '�"' a 'di" er .. , ftAf c . , -,t, ¢ ;+a"� �wc'%�.' d�'> E�;,R>+F, £'.' .:s���'`�',,5 " ,ls N�` �� ,��`��g ``4':•r� .err �t..�� v� S R ~ F 'R^ . n ��� 1T•�er � � � �'O` fi Y � ,E"+ y�. ' t�" ay�*',q � 1. ! f �i `i �R R 4 ,n :, .z4 �*w� s'� '�;<� � 'b :7x. 3° :: 4 •�.� #' ,"';t ��°`�" #fir?" ,..z �' zs s. 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'�,.r... >:.e�� r.�.s::d, ;� -a” � _ ':'?�u.va`+ TMw. .x .a.. t�"i.. .-„�` :,.. .-._ . '. -.., - ..., ..,�. �„ ,.....> _ ".:: :�'... ''�:. + ._ -. > . _,:-:,��'.--��e... sa..... r.. x ,�; 1•�:y^' a :+�C��,. 'yrs',',,,,=£;.:., r�,1� ?y e _-,. `�, _. _ _ ,..W a'....e �:`. x„.._ .c ..<,a�3.j,,,`a.z. �s-.�.it,�''N..�S•. :£w{�?:-:u�t�. ”: .,.c.'�`�ass�&r��:��'�w�i�...��>�:.>.u.''.._..i-.,�"� .C. ....�'?��.�'Ar« �#i n :. .x%�`iMf �.���.',.-t��`i[ ...�>�* �^�nti�'" _ r 3,a� �"�, _ �R o taowry Zoning Bylaw Denial Town Of North Andover Building Department °9 27 Charles St. North Andover, MA. 01845 Phone 978-688-9545 Fax 978-688-9542 Street: 538 Turnpike Street Map/Lot: 25/1 Applicant: Northeast Dermatology Request: Ground sign proposal Date: August 24, 2000 -- -- -- ••I rayl vununry r-ermix Appucation ana Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zonina Remedy for the above is checked below. Item # Special Permits Planning Board Item # Site Plan Review -Special Permit Access other than Frontage Special Permit Frontage Exception Lot S pecial Permit Common Driveway Special Permit Congregate Housing Special Permit Continuing Care Retirement Special Permit Independent Elderly Housing Special Permit Lar a Estate Condo Special Permit Planned Development District Special Permit Planned Residential Special Permit R-6 Density Special Permit Watershed Special Permit Variance Setback Variance Parking Variance Lot Area Variance Variance for Sign Special Permits Zoning Board Special Permit Non -Conforming Use ZBA Earth Removal Special Permit ZBA Special Permit Use not Listed but Similar Special Permit for Sion 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. , guilding Department Official Signature Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Preexisting 2 Frontage Complies 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 1 Use Preexisting 2 Complies 4 Special Permit Required 3 Preexisting CBA 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient l Building Coverage 6 Preexisting setback(s) 1 Coverage exceeds maximum 7 Insufficient Information Yes 2 Coverage Complies D Watershed 3 Coverage Preexisting 1 Not in Watershed 4 Insufficient Information 2 In Watershed j Sign -- 3 Lot prior to 10/24/94 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information Yes E Historic District K Parking 1 In District review required 1 More Parking Required 2 Not in district 2 Parking Complies 3 Insufficient Information Remedy for the above is checked below. Item # Special Permits Planning Board Item # Site Plan Review -Special Permit Access other than Frontage Special Permit Frontage Exception Lot S pecial Permit Common Driveway Special Permit Congregate Housing Special Permit Continuing Care Retirement Special Permit Independent Elderly Housing Special Permit Lar a Estate Condo Special Permit Planned Development District Special Permit Planned Residential Special Permit R-6 Density Special Permit Watershed Special Permit Variance Setback Variance Parking Variance Lot Area Variance Variance for Sign Special Permits Zoning Board Special Permit Non -Conforming Use ZBA Earth Removal Special Permit ZBA Special Permit Use not Listed but Similar Special Permit for Sion 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. , guilding Department Official Signature Application Received Application Denied 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: ��,•;• t3'�e x:. rt Sy "" S�`�- X . � C-7& J - 3 e¢ +"y�v'�„ 5f � "+�{`xur } u,�, uc."fia �� ,,,.�. � Sv�,�}r ..ars. yl Y" �t ,qt�.. �a. ., S ., ..s �' e � 7i. � �S � � 'S"��. \ ��', ? k1 a}f �., : � .� .Y.1�"` �&s�z2 l�'a,�: .Ru fa�O �„ 4a 4Y`�,�^.�s[.• 'Y r" *Only 1 ground sign is allowed per parcel of land. No plot plan showing where the proposed sign is located as well as any other ground signs already on site. Police No sign permit application with drawing of proposed sign.. No contractor information regarding the construction of the sign or any licenses or insurance certificate. Conservation Department of Public Works Planning Historical Commission Other BUILDING DEPT Referred To: Fire Health Police x Zoning Board Conservation Department of Public Works Planning Historical Commission Other BUILDING DEPT 3 i aq o) 4SIM Jo JaJa ui XCI $141 paAiaoaJ aney nog( JI )OV -1 MON 77V:) ug awoo lsn} ....... AlgigepeAV paliwil X35 V VOd 411M NOLLOM NOO NI Q3sn 38 O11ON) punoi eeul Z eAleoer 'Aluo eul1� pe;!wi1 a jod i6uol isel lou I-auil 11 •asuodsai aleipawwi inoA jo} dnlas uaaq sey 'iedn000 elgnop uo peseq 'NCN3H3d tl3d 00-"&$ �,jej pue 'spuauj'saaAoidwe jnoA of lnollas alejodioo �. $i pue 'uv3A llnj 3N0 lo} pgeA st uoileoen siyl IIH.L .c HOW biwnmbw ••• snows} ti N 8 d- T 11 z 0 J �5 W Z Z O CL J CU CL x Q� Z � 0 Z)Z J Q J (n cr X F -- W L. J 00 W W U) Z Q 0-1 jr 77 77' s 0004 O j o l I� 110 1 V z 0 J �5 W Z Z O CL J CU CL x Q� Z � 0 Z)Z J Q J (n cr X F -- W L. J 00 W W U) Z Q 0-1 jr I' 3' I I I' yQRT1; Zoning Bylaw Review Form 1 u .4 Town Of North Andover Building Department A— 27 Charles St. North Andover, MA. 01845 VSs"`"°SPhone 978-688-9545 Fax 978-688-9542 Street: •3 8 'Tv rola 8 Map/Lot- ap/Lot:A licant: Applicant: �r`}h ee ]�ermaf©l,co Request: �t n' Geo �, ti �, ► C� N . Date: / — DL....... h... ....d...:..._ Please be avv,aCu 1,,114E anter review or your Application and Plans your Application "is ARRM@kMP/ DENIED for the following Zoning Bylaw reasons: Zoning 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 I o—1,.— I rrontage txception-Lot Special PermitLot Area Variance - - - - - ., v c�+�ar f C... ll lit `, • �7 Variance for Sign Continuing Care Retirement Special PermitS ecial Permits Zoning Board Independent Elderly Housin S ecial Permit Secial Permit Non-Conformin Use ZBA Large Estate Condo Special Permit Earth Removal S ecial Permit ZBA Planned Development. District S ecial Permit Special Per -mit Use not Listed but Similar Planned Residential Special Permit S ecial Permit for Si n R-6 Density special Permit ?� Other [_ g91,*% r z Watershed Special Permit c,.... 1L. A.1:i The above review and attached explanation of such is based on the plans, request for or 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 this action. 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. ];he building department will retain all plans and documentation for the above file. Building Department Official Signature 9 Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: w Ii Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient, 2 Lot Area Preexisting y 2 Frontage Complies 3 1 Lot Area Complies 3 1, Preexisting frontage 4 Insufficient Information' 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed �-{ e S G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 2 Complies 4 Special Permit Required 3 Preexisting CBA Co 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient I Building Coverage 6 Preexisting setback(s) 1 Coverage exceeds maximum 7 Insufficient Information e 2 Coverage Complies D Watershed 3 Coverage Preexisting H S 1 Not in Watershed y t; S 4 Insufficient Information 2 In Watershed j Sign 3 Lot prior to 10/24/94 1 Sign not allowedS 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 4 e S 2 Parking Complies 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 I o—1,.— I rrontage txception-Lot Special PermitLot Area Variance - - - - - ., v c�+�ar f C... ll lit `, • �7 Variance for Sign Continuing Care Retirement Special PermitS ecial Permits Zoning Board Independent Elderly Housin S ecial Permit Secial Permit Non-Conformin Use ZBA Large Estate Condo Special Permit Earth Removal S ecial Permit ZBA Planned Development. District S ecial Permit Special Per -mit Use not Listed but Similar Planned Residential Special Permit S ecial Permit for Si n R-6 Density special Permit ?� Other [_ g91,*% r z Watershed Special Permit c,.... 1L. A.1:i The above review and attached explanation of such is based on the plans, request for or 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 this action. 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. ];he building department will retain all plans and documentation for the above file. Building Department Official Signature 9 Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: w Ii 4 Plan Review Narrative The following narrative is provided to further explain. the reasons for the action on the property indicated on the reverse side: Referred To: Fire Health De artment of Public Works Plannin istorical Commission Other BUILDING DEPT ZoningBylawDenia12000 I NORTHEAST \ ASSOCIATES N�da in C p 31- 0" - m ,N2 2,153 TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that .... Q k � �� C ........... ...... 't E. �.. i ..... �A. (2.: .......................... has permission to perform ... ............ wiring in the building of ..... -4 ....... .......................................... at .......s.'....??........ . .....5f ........... f ...... . NorthAndover, Ma s. Fee .0".. 1 ................. ELECTRICAL INSPECTOR .. Lic. No. C �( 14 r 53 2r WHITE: Applicant CANARY: Building Dept. PINK: Treasurer TMG9A 10W E4LTHOFM4SS4CHISET1S Office Use only 1 DEPAR7XEW0FPUBLIC&4,F= Permit No. BOARDOFFIREPREYENNONREGUL47I0ASD7CMR 12-.00 Occupancy &Fees Checked APPLICATION FOR PIRVIlT TO PERFORMaECMCAL WORK ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTS ELECTRICAL CODE, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Dat ? f i 00 Town of North Andover To the Inspector of Wires: The undersigned applies for a permit to perforin the electrical work described below. Location (Street & Number) �� �c S Owner or Tenant ."4 L Owner's Address SA -y i Is this permit in conjunction with a building permit: Yes [No a (Check Appropriate Box) Purpose of BuildingUtility Authorization No. Existing Service Amps / Volts Overhead a Underground M No. of Meters New Service Amps / Volts Overhead M Underground No. of Meters Number of Feeders and Ampacity 4 � Location and Nature of Proposed Electrical Work L . ty>' fit✓ A �tyL 17�R hiy �� No. . of Lighting Outlets No. of Hot Tubs No. ofTtansformers Total �� KVA No. of Lighting Fixtures Swimming Pool Above Below Generators KVA S-0 ground El ground No. of Receptacle Outlets No. of Oil Burners No.' of Emergency Lighting Battery Units O No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Cond. Total Tons No. of Detection and No. of Disposals No. of Heat Total - Total Pumps Tons KW Initiating Devices No. of Sounding Devices No. of Dishwashers Space Area Heating KW No. of Self Contained Detection/Sounding Devices Locala Municipal Connections Other No. of Dryers Heating Devices KW -*r0. of Water Heaters KW No. of No. of Signs Badasis ,':.Hydro Massage Tubs No. of Motors Total HP OTHER Irs<raneCo� Pt�sttatbthetegtmenatsofMassadi<st�GaBalLaws Iha%eaamertLiabtldyhs==Pblityymdu&tgCarpide CoArdWcrtssbtxibaleWnrdirt YES. �NO Iha%ew=dmtbdpttxfofsa=iDthe06oe YES tfjwha%edmdWYES,pkmm&*ihetypecfineagebyd�Igte 'd i INK ANCE � BOND F-1 011-&R F' -J (P1eweSpe*) WaktDSlalt Z hsp=dm D*RaWmWd wL 414— F-1imadVakxdUmftxmIWcrk $ Rout .. C -�� Final FIRMNAME C eS LioaseNa r� I �, Lioats� I�tC �(..trt-fit Myttrt�'syvs4-c f l Sigr�ae LicaseNo � L7 �0 Addtes.`6-C.PN�Oo� S� t` �> ± O.� ✓�� D 3 fr6� - AiTel.Na OWNER'S WA[VER;I.amawatedwheLlcasedaesnotdrinsuatneoDv=Woriissk+tttialegrA3atasre#WbyMazahsemGenaalLam andtvtmysagahaerntha pais iappfimbwwaiAsttasmwitanat. (Please check one) Owner F-1 Agent Telephone No. PERMIT FEE $,ADq(� �/ redd,,., V0VRSl(lNWEtt.,%r~ssRESOURC 1 NORTHEAST DERMATOLOGY ASSOCIATES 820 Turnppike St. N. Andouer, MA. 01845 TEL: 978.682.8540 FAX: 978.68S.1S89 NORMAN C. GOLDBERG, M.D. STEVE A.10SELOW. M.D. N. HAKAN THYRESSON. M.D. JEREMY P. FJNKLE, M.D. DAVID GOLDMINZ. M.D. DAVID GREENSTEIN. M.D, MARITZA LIRANZO. M.D. ELLEN LACOMIS. M.D. DATE: L T0: ' - ) V - ATTN: FAX. NUMBER OF (PAGES: FROM: 1 C� RE: r r'\ C SHOULD THERE BE A PROBLEM WITH THIS TRANSMISSION AS FAR AS LEGIBILITY. PLEASE CALL 978.682,8540. ,-\ FRat ; LAW OFFICE ROE E NO. : 978 794 0590 Oct. 19 1999 11:58AM P2 1 iJ E XZ" 20' 14' 42' 14' 00. i PROPOSED 3890 S.f MEacAI OFFICE 3 1 --STORY. wOOO FRAME i , PROPOSED 01*4� SIM PlMl (TV ) ..a A 70' 1aI ' i ! a � s • e m a n a u n q i � O TE TLEY $ , y� - ti M 7. i1 12 is is ii >s t! al ii ai Mr. a O• • • • • O !y • A w+w +4b b •� ai 41 M � - i7 M 40 . b' �.� - r0 s►aots.t�' E .fa.: , 1 1 � L� � •1.. a• •..4- � or LmT. PRS_ wOM CCMPWTE SIGN Q 8eANY -lMdttR • MID' LOT L*1E. Location — No. 09, 60 Date IS SCJ NORTH TOWN OF NORTH ANDOVER Of t`ao ,',h•C 41 Certificate Occupancy $ of ••••. •Eta QT cMus Building/Frame Permit Fee $ 4 Foundation Permit Fee $ Other Permit Fee -S(30 $ a S' TOTAL $ •2 S' __-- Check # 13'-36 f Building Inspector 4 ► �Illl� COP) bA a a� b b a C° Cfj �4) A. 0) r r r w H bA rn ami o� � • � �' °'�' � �; ,sy .a cOo a0i C cca ..O + V) O N > Q7 �..1 `n p U U N 3 N N � G. � •r�' «2 � U � y cn +� U cd gb 'rit7 O O 9b A. 0) r r r w H bA 'r7 C cC v bo L7 'Lb 'Sb cUC cu 0 tit,c ►. — - cc C1. 61) O QJ O v rLC- Uv�'����0 A. 0) r r r w H Acoustic 508 N• t v a ch c o acon O��a *** A a o 0 COO bo 1-0 0 A Z 0 � �, bo a c, 1.0 cd cc .n a z �' '2,00 0 c� Z M z�°'� o :xbp �O0 oco+-� a ° 0 0 00 0 v CA ' .p er to 00 cli H o p —4 0 C Gn Aa A co rJ 0 i r6 k 0 0 U N co 14 S z 0 H a rO vJ z x 0 co [3'X 3' ground sign] 11 NJI I I ME I ITGM 3'-0" b ¢i 01/ � y V/ fi�Y Se -1 Vale, LEGAL NOTICE Town of North Andover Zoning Board of Appeals Notice is hereby given that the Board of Appeals will hold a public hearing at the Senior Center, 120R Main St., North Andover, MA., on Tuesday the 9h day of January, 2001 at 7:30 PM to all parties interested in the appeal of Northeast Dermatology, 538 Turnpike Street, North Andover, as a Party Aggrieved of the Building Inspector for a Special Permit from Section 6 Paragraph 6.6 D to allow for the mounting of a sign structure 4' by 3' long affixed as a ground sign on 538 Turnpike St. A said premises affected is property with frontage on the West side of 538 Turnpike Street within the G -B Zoning District. Plans are available for review at the office of the Building Dept., 27 Charles Street, North Andover, MA Monday through Thursday from the hours of 9:00 AM to 2:00 PM. By order of the Board of Appeals, William J. Sullivan, Chairman Published in the Eagle Tribune on December 26`x' & January j2, 2091. Wlegalno2000/43 Reviewed by: :/ �N. >a.—aLION >O'O�q T0) - I'f` NO ,bmVO0N IC yT�O £0Ny° C> €C a °' .5 ca aaag�N N fO NaCOC X� O �NC^FQU (0 "` - )0 oO$at 7E "�0rE< a) ' E � — g NY09L0O0 0 5 a000�p0 C Yd.NoIUpO HEZ:�>O�9 c�N C�SO D'�N CV N(a V O°0)7 M N .� O O d 0 = C,:�Z�a j mZ�6co H:j6MZ N �Q O.Y>�EODOmO $rnEva No�(0Co NaZN C �CM .. Y Received by Town Clerk: RECEIVED JOYCE BRADSHAW TOWN OF NORTH ANDOVER. NbkSSACHUSETT WN CLERK BOARD OF APPEALS NI TH ANDOVER APPLICATION FOR RELIEF FROM THE ZONING OMIKO�E A 11: 4 q ']� Ii ' Applicant T Address l�ii Tel. No. 1. Applicant is hereby made:'^'� e, a) For a variance from the requirements of Section (" Paragraph JG' U in,> and Table of the ZonBylaws. 9 or b) For a Special Permit under Section 6110 Paragraph __/07 �G of the Zoning Bylaws Cc') As a Partv Aggrieved, for review of a decision made by the Building Inspector or -other authority. ?. a) Premises affected are Ian and building(s) numbered Street. b) Prerru'sej affected area property with frontage on the North( ) South () East( ) West vK ^ side oStreet. C) Premises affected are in Zoning District and the premises affected have an area of 3 161Q Pal��quare feet and frontage of 5 C63 -i- feet. 3. Ownership: a) Name and address of owner (if joint ownership, give all names): Date of Purchase Previous Owner b) 1. If applicant is not owner, check his/her interest in premises: Prospective Purchaser j_/Lessee Other 2. Letter of authorization for Variance/Special Permit required 5 of 8 4. Site of proposed building: front; feet deep; Height stories; a) Approximate date of erecti b) Occupancy or use of each floor: feet. c) Type of construction 5. Has there been a previous appeal, under zoning, on these premises'? A When 6. Description f relief sought on this petition 2I- i � (D✓1 ,� � 4D �a l C' rl 7. Deed recorded in the Registry of Deeds in Book No. Pave Land Court Certificate No. Book Page The principal points upon which I base my application are as follows: (must be stated in detail) 4 S tC ri �01r— ( 1S k VJ i lib_ I i,JRA CAD10f-b' VO�Ac OP �CO'4el \Jzo- I CA4 bus, (3 I agree to pay the filing fee. advertising in newspaper, and incidental expenses* 0 0C -6 ' t' t -,\ I(ro\�t \T\�' AU4-\- tV V L - Signature o etitioner (s) 6 of 8 C1 WORK SHEET DESCRIPTION OF VARIANCE REQUESTED ZONING DISTRICT:_ CJS Lot Dimension Area Required Setback Existing Setback Relief or Area or Area Requested A 7 ofS FROM .-LAW OEFICE PHONE NO. : 978 794 0890 Oct. 19 1999 11:58AM P2 N E .-,, 20• 14' 42' 14' 00. PROPOSED 3690 SY MEDICAL OFFICE ' I—STORY. WOOD FRAME ' e.wor�r rNecs.� anis ' PROPOSED P . p � To LAN R (TYP. ) �. ►ic 70' CO cow. aIle I"W WE KIM) oowG O �NN ► Z 3 4 ♦ 7 ■ • t0 11 12 13 1d is is 17 TE ZCO • 0 •aia, M1 O. /r s s s 2s• I •� 6 SPkES.I�' TL.EY • ti R.td 16' ��' 1e ►s 2► 22 23 24 23 zs 27 zs 2. 30 ii 32 3S • W. In mu. • . . p • O e 1fE • .♦➢ a.1d sa 33 36 37 3e 3e b 41 42Q -46 .s .e ACI 134- pp_pp_7 ppsX ggF.ar� r7 s.cEa.•3 f /1 PARKING• SPACE(TYP) i $7 Ss S• b 6► 62 s3 N 6s ss e7 de 70 R.i.4• ' vii E ROX. L OF EXIST. FENCE PROP. X. x 4' WOOD COMPOSITE SIGN .(TO BE NO-HIGHER THAN EXISTING FENCE ANO - LOCATED I O'(MIN.) FROM ANY LOT UNE.) TOWN OF NORTH ANDOVER LIST OF PARTIES OF INTEREST: PAGE OF SUBJECT PROPERTY ABUTTERS: N• QN-OCNL-12- MAN. Q 1 P, J MAP PAR # NAME ADDRESS 1 U SLoS i�NP�k�.S`r. THIS CERTIFIES ONLY THAT ON T2h I-lon THIS LIST OF NAMES & ADDRESSES OF PARTIES OF INTEREST W S P EPARED BY THEAP PLIC FROM THE RECORDS OF THE ASSESSORS OFFICE. ASSESS OFFICE 1 a 1 n, h 3' 1 H i( S d -e- Rd - /�1 • /� N ►� �v ce l 84.5 2 5 40o C Y - v 51 NI iI 14-c lid . Ayjdv[1-a- bl �y-5 s a5 L\'1 1 i o S , lin d o1,,eV M N OL 4 a5 LAV �o c 0194 5 a5 S 1 r N 11 1 /V - Andove-j- � 0 '64, 6 a5 'jcj h 5 r 1kt ST. Ahdov� ✓14 71 5 1 v h.: �n �/� sl IU, h bv-ev Ol Li 8 a�J � Iry T U V'Y1 I K T. h v s A5 C1�es�� v-fe Corao "soc-• P- o . ►�oX L - �/� Ihebb Proper}y mavXA e -v, rn + U -c n x . Q� S 1o� 8 E �uC�r 591 T A vcr�- C'l��(S 11 a5 '1 e_ 5o Nord -h Rol., h@l h v�� 12 �5 LQ KC U 0 ro N Nrd©V2V 13 a �j 5 4 r ST. vf-v 14 a5 1`� ro PO (�O L. LI o D. 3 �1 a (o 15 a5 �� E ;r '� K-,Sbun 16 S 35 L Dov, S P - o. u P,S©orlo ��siclehha� -- wksmv, 15f6av-\ -Yfe_. KA -A-. t)D.1 A9,.- 0070 THIS CERTIFIES ONLY THAT ON T2h I-lon THIS LIST OF NAMES & ADDRESSES OF PARTIES OF INTEREST W S P EPARED BY THEAP PLIC FROM THE RECORDS OF THE ASSESSORS OFFICE. ASSESS OFFICE LIST OF PARTIES OF INTEREST: SUBJECT PROPERTY TOWN OF NORTH ANDOVER OF MAP I PAR #I NAME ADDRESS t 5J Turriol Ste- ABUTTERS: e\ THIS CERTIFIES ONL INTERESTAS REI ASSES S OFFICE lql-n N __� 'THE loam r y` DovC-t-i K4 Y S . I�ha/oV-Z�-v �0kl) is Q u\ol ova r, 2 /ac l/ Sl c Ahday��� n D Tuve (� /11) vz,v . / w V 1 ❑ / T. 01A- aux ST. rAA. Afly., ,rt ST. 1144. D T. (o A. D! Q, -c. Ral, 'iii A _ D l g-/; THIS LIST OF NAMES & ADDRESSES OF PARTIE M THE RECORDS OF THE ASSESSORS OFFICE. NORTH ANDOVER CROSSROADS LIMITED PARTNERSHIP 565 Turnpike Street, North Andover, Massachusetts 01845 (978) 689-0800 FAX (978) 794-0890 December 7, 2000 Mary Ippolito North Andover Board of Appeals 27 Charles Street North Andover, MA 01845 Dear Mary: Business Office: 861 Turnpike Street North Andover, MA 01845 (978) 686-7200 (978) 686-4314 (Fax) This letter is to inform you that North East Dermatology Association is authorized to apply for a variance for signage on Turnpike Street. Please call me if you have any questions regarding this matter. Regards G William J. Shaheen Treasurer of P.B.J. Development Corp., General Partner porrrN coning Bylaw Review Form µ Town Of North Andover Building Department 4 * w qss^ Hug���.` 27 Charles St. North Andover, MA. 01845 Phone 978-688-9545 Fax 978-688-9542 Street: mapiLot: S Applicant: �r`1i� Gzs�i- �enma•}oIm jgSSnC_ .Request.,--- I of a' C7i�G Date: Please be advised that after review of your Application and Plans your Application is / DENIED for the following Zoning Bylaw reasons: Zonina A Item Lot Area Notes Item Notes 1 Lot area Insufficient F 1 Frontage 2 Lot Area Preexisting y e2 Frontage Insufficient Frontage Complies 3 4 Lot Area Complies ffi Insucient Information 3 Preexisting frontage g Use 4 Insufficient Information 5 No access over Frontage 1 2 Allowed Not Allowed j e S G Contiguous Building Area 3 Use Preexisting 1 Insufficient Area 4 Special Permit Required 2 3 Complies Preexisting CBA 5 Insufficient Information 4 Insufficient Information S C Setback H Building Height 1 2 All setbacks comply Front Insufficient 1 Height Exceeds Maximum 3 Left Side Insufficient 2 3 Complies 4 Right Side Insufficient Preexisting Height S 5 Rear Insufficient 4 Insufficient Information 6 Preexisting setback(s) I Building Coverage 7 Insufficient Information e 5 1 Coverage exceeds maximum p Watershed 2 Coverage Complies 1 Not in Watershed y � g 3 Coverage Preexisting e `� S 2 In Watershed 4 Insufficient Information 3 Lot prior to 10/24/94 J 1 Sign 4 Zone to be Determined Sign not allowed 5 Insufficient Information 2 Sign Complies E Historic District 3 Insufficient Information 1 In District review required K Parking 2 Not in district it e S 1 More Parking Required 2 Parking Complies 3 Insufficient Information for the above is checked below. ------------------ The above review and attached explanation of such is based on the plans, request for or Information submitted. No definitive review and or advice shall be based on verbal explanations by the applicant nor shall such verbal anations by th serve to provide definitive answers to the above reasons for this action. Any inaccuracies, misleading information, orothelrcent 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 referen�e building department will retain all plans and documentation for the above file. Building Department Official Signature /D /a —OU Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: Plan Review Narrative The following narrative is provided to further explain the reasons for the action on the property indicated on the reverse side: �� �+ 5 5 q. ��} � rrw, du• .Y. .. MI, i €'"S CF �s NJr f c � t r u -. 01, c tyi w ! '?4'H': s��� u`' '�ti��t 5' h ���y..� S, CA Lb+ SI/lcl��^ G. { 0 W fCD 40 A St ( A—) e0 m -,F C ((�� NSv �ICIen�` ,u 1OP W1 A. iCA-1 t, V arCQIti 6XC16 de+e Referred To: Fire Health Police ning Board Conservation Department of Public Works Planning istorical Commission Other BUILDING DEPT ZoningBylawl. x12000 NORTHEAST DERMAT h -\ �-- 31-011 3140 NOUINOS30 'AM OOOZ L L 2138NUAON :31` G ,0-V=„ [ :lDVOS o� 9-b8 L0 VVI`�13AOGNd Hi?]ON t 996-82tb(L8L) :X`d3 OO u. =JiS DlldN?jni OZ8 LZL9-82-b(L8L) :�31 08 LZO VH `N`dH3NO1S o� Sl]iVIOOSSb /M 101b'Wd:1a 1SV:IH1dON 1311ns "3AV IDVAINON Z9 Zw S1Ndl�nSNOO ONINN` Id aNV ONN33NION3 ¢w Nd -Id DONVIU A �TDVNOIS d'1 "SBIVIOOSSV dN`d ` CINOIHOkdVV4 NOIldOOU IX041 ad (� i i -31 nolo 133�LLS -31\116N�lnl ,00'282 Mj L,tO.9t N C) O I x =wd pw Q .� � CD L OOUQO Iw NOIS NO-I),d +i �Uz �am�`` ONLSIX3 30 d v�w� NOUVOM,�, � z o a }-0O cn o p N o cWn N w � N o 01=� w o z 'LG'l� w O m o o O O O w Q a z w Ca z cn N �l�A f.;,f/„ ,.. U w�Qwz �w�� QTS co f/%!.i" c fi'.'r s' Z O 2 (2 >- (7 Z N C:~ ��5� J n i/,moi Z O a CL' ~ W Q X Q C?Q \�' %6 d 0 0 �f-�war �i'U yy7 CL: J m N r' /"� Q 2 Z (n J (/7 F 26,20"" cn ` ~ Q w o u ry ACU zbi m cn ¢ L O w Q> z a. 10� �. r M z ` a, ;.LLL ¢ w zo o rn o r xo ; r X C? Q w w 5 LLJ = = Ofa�Z/ `n PPS ` " D5 j2 > w z o� -_ a ,r. M w O Q O z w� W00 w a as a o� 'r' '� CL O Q � m=Of L, ¢ o 3- = ©DVVO w ¢�zwwW � z Q!W<C LO 2 uiui W cn Uor Uw�o CoC3 ;(� ���z¢ vwoEt F- C>,8- 1�C,N¢¢wmo�¢v r .� Z W Q o ¢ m z �O�SO¢�ai¢ wU'� �mv=iou 'rz¢ %O Ct)/QU U�d WZLiUO U '' W W =UZ�_�wo�� ~ f�H2 O W a� wa ;z- =E C -1S O N D C if O V / c 0 Lij cnQ::�'{` U U L.L f F— � ,. x w �- 5b'Z�Z M � L b0e5t�N O00 w w w o z w J Q � O U N Cl) � �m O r LLJ J Q LLJ w0a- Q _ C) n F— Z Q Q � .tri% . J' .'• .. ,!/'/.//,<,%,�: ; ! • /�� m O 3OIUU0 �VOIa3N ; �^ ONIISIX3 � .�p O QZz ~ 0 N ��s 3140 NOLMOS34 'Ah OOOZ L L d38N3AON :31da ,00 L=„ [ :]�VOS o� 9-V8LO VIN`�13AOGNV Hi?JON 1596—K-V(L8L) :XVJ O°� i33?JiS 3>iidNdfll OZ8 LZ L9-8��(L8L) X31 o O8LZO VVI `N`dH3NOlS o� S:I1dI00SSd ).00IOIVhN J]a 1S` 3HidON 1311ns ]AV3Idn1NON Z9 zw ismo3j 30NVIUVA BOVNJIS U0=1 S1Ndl-inSN0O ONINNd�d (INV ONId33NI0N3 _ NVId -i`d1N3W3-iddns d1 `'S31b'100SSb aN`d `ddNOIH�a`dW � On O O O LnO diA WZnj W tro I l m Nryj ZTS�M� I �4 CY v JI W Q w 0 �Z< a I M = O r W O ry >O Z Q cy m r O n O Q Z Z 00 ~ N s w Q 0 (i,ll 3Lnoa) 1338 -LS 3>ildNdnL O n 20�C'` Nryj O �g z J L - TURNPIKE STREET ti I U I w�2 rqr� V O�A I Z�Dy Q� O co�jM��� cn jg 4� P= o m a� MARCHIONDA AND ASSOCIATES., LP. ENGINEERING AND PLANNING CONSULTANTS 62 MONTVALE AVE., SUITE I STONEHAM, MA 02180 TEL: (781)438-6121 FAX: (781)438-9654 SCALE: 1"=100' DATE: NOVEMBER 17 2000 REV. DESCRIPTION SDA 0 D m IMF N 00 �zD ��� O D Z < �7OM —i O = Op 9 D D Z —i � p = �Om M < Dm F— C) D F— m .. m ON SUPPLEMENTAL PLAN I FOR SIGNAGE VARIANCE REQUEST NORTHEAST DERMATOLOGY ASSOCIATES 820 TURNPIKE STREET NORTH ANDOVER, MA 01845 Je, Received by Town Clerk:t TOWN OF NORTH ANDOVER. NUL SSACHUSETTS BOARD OF APPEALS APPLICATION FOR RELIEF FROM THE ZONING ORDINANCE Applicant Address 3 let(`ifl"" Tel. No. 1. Applicant is hereby made: a) For a variance from the requirements of Section Paragraph JU • 14 and Table of the Zoning, Bylaws. b) For a Special Permit under Section Paragraph of the Zoning Bylaws c) As a Partv A -grieved, for review of a decision made by the Building Inspector or other authority. ' 2. a) Premises affected are Ian - and building(s) numbered_ Street. b) Premises affected area property with frontage on the North ( ) South ( ) East ( ) West ( ) side of Street. C) Premises affected are in Zoning District and the premises affected have an area of square feet and frontage of feet. 3. Ownership: a) Name and address of owner (if joint ownership, give all names): Date of Purchase Previous Owner b) 1. If applicant is not owner, check his/her interest in,premises: Prospective Purchaser VLessee Other 2. Letter of authorization for Variance/Special Permit required 5 of 4. Site of proposed building: front; feet deep; Height stories; feet. a) Approximate date of erection b) Occupancy or use of each floor: c) Type of construction 5. Has there been arevious appeal, under zoning, on these premises'? A When — L PP — 6. Description 7. Deed recorded in the Registry of Deeds in Book No._ Page Land Court Certificate No. —Book—Pa,-),e— The ookPa,>eThe principal points upon which I base my application are as follows: (must be stated in detail) Y uQ It l\ ✓1 l� usl I agree to pay the filing fee, advertising in newspaper, and incidental expenses* �q� CDe) U, (vA, Signature Ufletrtioner (s) 6 of 8 WORK SHEET DESCRIPTION OF VARIANCE REQUESTED ZONING DISTRICT: cae) Lot Dimension Area Required Setback Existin�� Setback Relief or Area or Area Requested a 7 of Town of North Andover, Zoning Board of Appeals APPLICANT'S PROPERTY: list by map, parcel, name and address (PLEASE PRINT CLEARLY, USE BLACK INK) I'DrAIN. OF Zoning nkph Do �'>`' 27 ASaa3'NO—4i w.: YOAuluz ABUTTERS PROPERTY: list by map, parcel, name and address (PLEASE PRINT CLEARLY, USE BLACK INK) MAP IPARCEL NAME JADDRESS THIS INFORMATION WAS OBTAINED AT THE ASSESSOR'S OFFICE AND CERTIFIED BY THE ASSESSOR'S OFFICE: BY: DATE: . SIGNATURE, ASSESSOR, TOWN OF NORTH ANDOVER Required list of parties of interest Page one of FROM LAW OEFICE PHONE NO. : 978 794 0890 Oct. 19 1999 11:58AM~P2 i'/` L SCS'; t1 If /• ^�' '•1'•.�` 25' sus 14• 42• 14' �0. PROPOSED 3690 SY MEDICAL OFFICE ' I -_STORY, WOOD FRAME KA v �M slams 10 cgwvma.AJL ' PROPOSED PLANTER (TYP. ) 70' 0 t OHO comwc- OM YAP (SEE OCTAL) Gaw_ a 3 a 6 f e • 10 11 12 13 la Is It 17 TE O AM /W O 2`O� •ran . 2s• • IF /r TLEY 4 6 SPACV-1u' 41 l.Id 16' •+� ytr, H le 10 L7Y 3• 21 22 23 2a 2S 2s V m 29 w 31 U 3f IIN. .T O . • . • ® • O A c im � OE • ^ . 3< 33 3a 37 1'4�1 a0 al a2 U w ab •a •f is 40 4.10' SPAQS�133'� . - P�pp f ps�ggt.6l� r �f s.cta.as•� PARKING' SPACE(TYP) Sf se Sp eQ a1L-12tG311 sa ss ac e7 as sa. 70 a.1s v 13 N45-0413"W_Z32-45 Ar 1 I r- r • : . . LOCA?IO� EXIST. FENCE PROP. 3'.x 4' WOOD COMPOSITE SIGN • € .(TO K. NO-miGHER I ThAN EXISTING FENCE' FROM ANY LOT UNE.)y ' fes. I' IORTHEAST [17I)ERMATOLOGY ASSOCEATES 0 N�da S.lkn'n Care Spa - - 31-011 i-011 Nof+rN A Zoning Bylaw Review Form Town Of North Andover Building Department 27 Charles St. North Andover, MA. 01845 •Y 6d9AY6° P ,Y ! sA`HU Phone 978-688-9545 Fax 978-688-9542 Street: 3 8 Map/Lot: Z) Applicant: �r�lhe�s- �e,hma•}©l,co jgSSoC.., Request: GJ'0 U nj Date: • .a.caJ�i Mil 4AVY10W%A 6110[ QILCI. IGvlaw Or yOur A on anci Plans your Apolic.ation js DENIED for the following Zoning Bylaw reasons: Zoning Remedy for the above is checked below Item # Special Permits Planning Board. Item # Variance Site Plan Review Special Permit Setback Variance Access other than Fronta e S ecial Permit Parkin Variance Frontage Exception Lot Special Permit Lot Area Variance ^- Care Permit Estate Condo Special Permit Permit Watershed Special Permit ecial Permits Zoning Board pial Peionforming Use ZBA th Removal S ecial Permit ZBA ,tial Permit Use not Listed but Similar Other 5L �RtM i 2 �+- The above review and attached explanation of such Is based on the plans, request for or 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 this action. 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. Jhe building department willretain all plans and documentation for the above file. Building Department Official Si nature 9 Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: Item Notes Item Notes A Lot Area F Frontage 1 Lot area insufficient 1 Frontage Insufficient 2 Lot Area Preexisting y e ` 2 ; Frontage Complies 3 Lot Area Complies 3 Preexisting frontage c l s 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed e S G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 2 1 Complies 4 Special Permit Required 3Preexisting CBA y�S 5 Insufficient Information 4 1 Insufficient Information C Setback H Building Height. 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Sider Insufficient 3 Preexisting Height `i e-5 4 Right Side Insufficient 4 Insufficient Information 5 Rear insufficient I Building Coverage 6 Preexisting setback(s) 1 Coverage exceeds maximum 7 Insufficient Information e 5 2 Coverage Complies D Watershed 3 Coverage Preexisting e 'S 1 Not in Watershed y rr S 4 Insufficient Information 2 In Watershed Sign 3 Lot prior to 10/24/94 1 Sign not allowed S 4 Zone to be Determined Z 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 4 e S 2 Parking Complies 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 Fronta e S ecial Permit Parkin Variance Frontage Exception Lot Special Permit Lot Area Variance ^- Care Permit Estate Condo Special Permit Permit Watershed Special Permit ecial Permits Zoning Board pial Peionforming Use ZBA th Removal S ecial Permit ZBA ,tial Permit Use not Listed but Similar Other 5L �RtM i 2 �+- The above review and attached explanation of such Is based on the plans, request for or 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 this action. 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. Jhe building department willretain all plans and documentation for the above file. Building Department Official Si nature 9 Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: n Plan Review Narrative The following narrative is provided to further explain. the reasons for the action on the property indicated on the reverse side: Referred To: Fire Health Conservation Department of Public Works Planningistorical Commission Other BUILDING DEPT ZoningBylawDenia12000 NORTH ANDOVER MUNICIPAL FEDERAL CREDIT UNION 124 MAIN STREET NORTH ANDONER,MA., 01845 [978] A8-9037 THE ANNUAL MEETINGO THE NORTH ANDOVER MUNICIPAL FEDERAL CREDIT UNION W LL BE HELD ON APRIL 18,2002, AT THE MCCABE COURT ELDERL HOUSING MEETING ROOM,BELMONT STREET, NORTH ANDOVER, A.. THE MEETING WILL START AT 7:OOPM SHARP!! REFRESHMENTS WILL BE SERVED FOLLOWING THE MEETING. THE PURPOSE OF THE ANNUAL MEETING IS TO: HOLD AN ELEd TION FOR THE POSITION OF DIRECTOR. ' THE FOLLO W�NG ARE CANDIDATES FOR THE POSITION OF DIRECTOR FOR A TERM OF THREE [31 YEARS; STEPHEN C. LONG JOHN J. DRISCOLL PATRICIA KENNEALLY THOMAS J. MCEVOY,JR. 'APPROVE EXPENSES FOR THE SUPERVISORY AND CREDITxCOMMITTEES NOT OTHERWISE APPROVED BY A SPECIAL MEETING AND ACT ON SUCH MATTERS 0 AS REQUIRED BY LAW. VOTING WILL ALSO TAKE PLACE ON APRIL 18TH FROM 9:OOAM TO 4:OOPM AT THE CREDIT UNION OFFICE, 124 MAIN STREET, NORTH ANDOVER,MA../NO NOMINATIONS WILL BE ACCEPTED FROM THE FLOOR OF THE ANNUAL MEETING. RESPECTFULLY SUBMITTED PER ORDER OF THE BOARD OF DIRECTORS -RN civ ,a v� i' ea S ` q; o u i'. j: �A �i i. �j /i,'nAT Til/ T -r I 'ON i'vid 21EIS WI LLVW ST. HYDROLOGIC ANALYSIS for 1VIEDICAL OFFICES at THE CROSSROADS NORTH ANDOVER, MASSACHUSETTS C Prepared by MARC RONDA & ASSOCIATES, L.P. 62 MONTVALE AVE. - SUITE I STONEHAK MA 02180 JULY 16, 1997 (REV. SF REMER 22, 1997) (REV. NOVEMSBER 4, 1997) co 161 m HYDROGRAPHS 2 -YEAR STORM EVENT 10 -YEAR STORM EVENT 100 -YEAR STORM EVENT DETENTION BASIN CHARACTERISTICS TIME OF CONCENTRATION CALCULATIONS RAINFALL I -D -F- CURVES 101 The purpose of this analysis is to evaluate the hydrologic impact of the construction of a medical office building and the expansion of an existing parking area at The Crossroads retail center on Route 114 in North Andover, Massachusetts (see Figure 1). For detailed information regarding existing site topography and proposed construction, refer to the Proposed Site Plans, prepared by Marchionda and Associates and dated July, 1997(rev November, 1997). The proposed project consists of the construction of a 3890 s.f single story building and expansion of an existing parking area. Compared to the previously approved site plan for The Crossroads �Nwiuh 60-10'x20' parking spaces in this rear area of the site), the proposed construction will result in a decrease in pavement area due to proposed 9'x18' parking spaces. Overall there is a 3200 s.f net increase in impervious area due to the roof of the proposed building. The existing detention area in the rear of the site was modified to accommodate the new parking layout and additional runoff from the slight increase of impervious area in the watershed All rooftop runoff is directed to the modified detention area_ The proposed detention basin discharges to the same on-site drainage system as the existing basin, but the basin improvements result in lower discharge rates to the drainage system METHODOLOGY The hydrologic analysis begins with the determination of a study point and delineation of an area which drains to the study point. If necessary for analysis, the study area is divided into subcatclunent areas. Using watershed modeling techniques outlined in Section 4 of the Soil Conservation Service (S.C.S.) National Engineering Handbook and methods established in Technical Releases 20 and 55, peak stonnwater discharge is determined at the study point for 2, 10 and 100 year 24-hour storm events (which produce 3.1, 4.6 and 6.5 inches of rainfall, respectively). The analysis of the study area is repeated for post -development conditions and a stonnwater rnanagernent system is designed to assure that existing conditions peak flows are not exceeded for any of the design storm events. C." 125�FNX ull U-7 Sl TE 4r 74. ;,! -IN 3 < -77 MARCHIONDA & ASSOC.,L.P. ENGINEERING AND PLANNING CONSULTANTS 62 MONTVALE AVE. SUITE I STONEHAM, MA. 02180 (617) 438-6121 LOCUS PLAN THE CROSSROADS NORTH ANDOVER, MA NOT TO SCALEDATE: 7/16/97 1 Fl G. 1 For both pre- and post -development hydrologic analyses, the 3.8 acre study area was subdivided into two subcatchments which each drain to the study point (an existing on-site 12" RCP). Figures 2 and 3 depict the subcatchment areas for pre -development and post - development conditions, respectively. For each subcatchment, the following table presents a coinparison of acreage, TR -55 curve number (Cl), time of concentration (Tc) and peak discharge for each storm event: MSTING CONDMONS SC -1 Area (ac.) 1.3 CN 77 Tc (minutes) 30 Storm Event 2 Year 10 Year 100 Year Peak Discharge: 0.96 2.00 3.45 SC -2 Area (ac.) 2.4 CN 85 Tc (minutes) 28 QStoma Event 2 Year 10 Year 100 Year Peak Discharge: 2.75 4.92 7.56 PRO"EQ CONDITIONS SC -3 Area (ac.) 1.4 CN 78 Tc (minutes) 26 Storm Event 2 Year 10 Year 100 Year Peal: Discharge: 1.11 2.25 3.73 SC4 I Area (ac.) 2.4 CN 87 Tc (minutes) 28 Storm Event 2 Year 10 Year 100 Year Peak Discharge: 2.82 4.87 7.35 0%W VR 'YffH3NO1S I amus ,*3" 3wAmn a s.NvjLinSNOD ONoNNVId ®rV ONIUR IONS °d°I "S3JLIVoOoSSd T VaNONOUVW ti� • .. V"'U3nO®NV MHON SOYOUSSoHa HHI S1N�WH�.l1 (1S ti OMO V"'rWH3NOl9 ply A /�, {��i amnOD ¢�sE!-3R,n1pV�y3y��nllpdoylNOZ9N 1l1 N N9 VI 'SHIMO®SSW O VaNONOWN • �. E -- w L z w J Q U V) S1N��H��1V��(1S 1N�UJdOO����Q 1SOOd ti Figure 4 summarizes how the hydrographs for the subcatchments are routed and combined to calculate peak flows at the study point for pre- and post -development conditions. CONCLUSION The analyses indicate that the proposed. stormwater management system is effective and this development will not cause an increase in peak stormwater flows at the study point for the design storms. Presented below is a summary of the peak runoff discharges at the study point. SUMMARY OF PFAK FLOWS PRE-DEVEWPMENT 2 Yr. Storm (ds) 10 Yr. Strum (ds) 100 Yr. Storm (ds) 3.54 6.03 9.00 0 POST DEVELOPMENT 2 Yr. Storm (cfs) 10 Yr. Storm (ds) 100 Yr. Stomr (ds) 3.47 5.70 8.31 M Ellw w Big II ti 101 1140A11►T/�l;► EO 2 -YEAR STORM EVENT 11/4/97 -Page 1 HYDROGRAPH REPORT RECORD NUMBER 17 TYPE COMPUTED FLOOD DESCRIPTION SC-1, 2 YR [HYDROGRAPH INFORMATION] Peak Discharge ............................ = 0.96 (cfs) Volume.................................... = 0.12 (acft) Time Interval ............................. = 5 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1470.00 (min) Multiplication factor..................... = 1.00 [UNIT HYDROGRAPH INFORMATION] Unit hydrograph #......................... = 1 Unit hydrograph type...................... = CURVILINEAR UH Peak Discharge ............................ = 3.02 (cfs) Shape Factor .............................. = 484.00 Time Interval ............................. _' 5 (min) Time to Peak.....'......................... Time of Base .............................. = 20.00 = 100.00 (min) (min) Rainfall Excess ........................... = 1.00 (in) Basin Lag Time ............................ 18.00 (min) [BASIN DESCRIPTION] [WEIGHTED WATERSHED AREA] ------------------------------------------------------ DESCRIPTION AREA CN# ------------------------------------------------------ GRASS C SOIL GOOD 0.96 74 IMPERVIOUS 0.13 98 BRUSH POOR 0.24 77 ------------------------------------------------------ Overall Approximation 1.33 77 [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 30.00 (min) [RAINFALL DESCRIPTION] Distribution Type.......................... = SCS III Total Precipitation ....................... = 3.10 (in) Return Period ............................. = 2 (yr) Storm Duration ............................ = 24.00 (hr) `..../ 11/4/97 HYDROGRAPH REPORT RECORD NUMBER 18 TYPE RESER STOR. IND DESCRIPTION SC -1, 2 YR RES. RT. [HYDROGRAPH INFORMATION] Page 1 Peak Discharge ............................ = 0.88 (cfs) Volume.................................... = 0.12 (acft) Time Interval ............................. = 5 (min) Time to Peak .............................. = 750.00 (min) Time of Base .............................. = 1600.00 (min) Peak Elevation ............................ = 253.88 (ft) [RESERVOIR STRUCTURE INFORMATION] Reservoir# ............................... = 1 Description ............................... = Exist. Basin �Storage type......... .................... = MAN STAGE/AREA Max storage ................................ = 4056.66 Cuft Discharge type ............................ = COMP STAGE/DISC Max discharge..: .......................... = 5.78 cfs [RESERVOIR INFORMATION] Reservoir # ............................... = 1 Reservoir Description ...................... = Exist. Basin [INFLOW HYDROGRAPH INFORMATION] Hydrograph #.............................. = 17 Hydrograph Description .................... = SC -1, 2 YR 0 11/4/97 Page 1 '. HYDROGRAPH REPORT RECORD NUMBER 19 TYPE COMPUTED FLOOD DESCRIPTION SC-2, 2 YR [HYDROGRAPH INFORMATION] Peak Discharge ............................ = 2.75 (cfs) Volume.................................... = 0.33 (acft) Time Interval ............................. = 4 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1476.00 (min) Multiplication factor..................... = 1.00 [UNIT HYDROGRAPH INFORMATION] Unithydrograph n......................... = 2 Unit hydrograph type...................... = CURVILINEAR UH Peak Discharge ............................ = 5.86 (cfs) Shape Factor .............................. = 484.00 Time Interval ............................. = 4 (min) Time to Peak.— ... ........................ Time of Base .............................. = 18.67 = 93.33 (min) (min) Rainfall Excess ........................... = 1.00 (in) Basin Lag Time ............................ = 16.80 (min) [BASIN DESCRIPTION] [WEIGHTED WATERSHED AREA] ------------------------------------------------------ DESCRIPTION AREA CN$ ------------------------------------------------------ BRUSH C SOIL POOR 0.11 77 GRASS C SOIL GOOD 1.03 74 IMPERVIOUS 0.89 98 GRAVEL PARKING AREA 0.38 89 ------------------------------------------------------ Overall Approximation 2.41 85 [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 28.00 (min) (RAINFALL DESCRIPTION) Distribution Type......................... = SCS III Total Precipitation ....................... _ 3.10 (in) Return Period ............................. = 2 (yr) 0 Storm Duration ............................ = 24.00 (hr) O11/4/97 Page 1 HYDROGRAPH REPORT RECORD NUMBER 20 TYPE COMBINE DESCRIPTION EXIST. 2 YR FLOW TO STUDY PT. [HYDROGRAPH INFORMATION] Peak Discharge ............................ = 3.54 (cfs) Volume .................................... = 0.45 (acft) Time Interval ............................. = 2 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1600.00 (min) [COMBINE HYDROGRAPH RECORD #] HYDROGRAPH # 18 TYPE : RESER STOR. IND DESCRIPTION SC -1, 2 YR RES. RT. Peak Discharge ........................ = 0.88 (cfs) Time to Peak .......................... = 750.00 (min) Time Interval ......................... = 5 (min) HYDROGRAPH # 19 TYPE : COMPUTED FLOOD DESCRIPTION SC -2, 2 YR Peak Discharge ......:................. = 2.75 (cfs) Time to Peak .......................... = 740.00 (min) Time Interval., ........................ = 4 (min) 11/4/97 Page 1 HYDROGRAPH REPORT RECORD NUMBER 21 TYPE COMPUTED FLOOD DESCRIPTION SC -3, 2 YR (HYDROGRAPH INFORMATION] (BASIN DESCRIPTION] (WEIGHTED WATERSHED AREA) ------------------------------------------------------ DESCRIPTION AREA CN4 ------------------------------------------------------ GRASS GOOD C SOIL 1.12 74 IMPERVIOUS 0.23 98 ------------------------------------------------------ Overall Approximation 1.35 78 [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 26.00 (min) i (RAINFALL DESCRIPTION] Distribution Type ......................... = SCS III Total Precipitation ....................... = 3.10 (in) Return Period ............................. = 2 (yr) Storm Duration ............................ = 24.00 (hr) EO Peak Discharge ............................ = 1.11 (cfs) Volume.................................... = 0.13 (acft) Time Interval ............................. = 4 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1468.00 (min) Multiplication factor ..................... = 1.00 (UNIT HYDROGRAPH INFORMATION] Unit hydrograph n ......................... = 3 Unit hydrograph type ...................... = CURVILINEAR UH Peak Discharge ............................ = 3.53 (cfs) Shape Factor .............................. = 484.00 Time Interval ............................. = 4 (min) I 1 Time to Peak ....:......................... = Time of Base .............................. = 17.33 86.67 (min) (min) Rainfall Excess ........................... = 1.00 (in) Basin Lag Time ............................ = 15.60 (min) (BASIN DESCRIPTION] (WEIGHTED WATERSHED AREA) ------------------------------------------------------ DESCRIPTION AREA CN4 ------------------------------------------------------ GRASS GOOD C SOIL 1.12 74 IMPERVIOUS 0.23 98 ------------------------------------------------------ Overall Approximation 1.35 78 [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 26.00 (min) i (RAINFALL DESCRIPTION] Distribution Type ......................... = SCS III Total Precipitation ....................... = 3.10 (in) Return Period ............................. = 2 (yr) Storm Duration ............................ = 24.00 (hr) EO 11/4/97 HYDROGRAPH REPORT RECORD NUMBER 22 TYPE RESER STOR. IND DESCRIPTION SC -3, 2 YR RES. RT. [HYDROGRAPH INFORMATION] Page 1 Peak Discharge ............................ = 0.71 (cfs) Volume .................................... = 0.13 (acft) Time Interval ............................. = 4 (min) Time to Peak .............................. = 760.00 (min) Time of Base .............................. = 1468.00 (min) Peak Elevation ............................ = 257.36 (ft) [RESERVOIR STRUCTURE INFORMATION] Reservoir # ............................... = 2 Description............................... = Prop. basin Storage type .............................. = MAN STAGE/AREA Max storage ............................... = 5544.00 Cuft Discharge type ............................ = COMP STAGE/DISC Maxdischarge— .......................... = 1.48 cfs a [RESERVOIR INFORMATION] Reservoir# ............................... 2 Reservoir Description ..................... Prop. basin [INFLOW HYDROGRAPH INFORMATION] Hydrograph #.............................. = 21 Hydrograph Description .................... = SC -3, 2 YR Ee -�/ 11/4/97 0 I� HYDROGRAPH REPORT RECORD NUMBER 23 TYPE COMPUTED FLOOD DESCRIPTION SC -4, 2 YR [HYDROGRAPH INFORMATION] Page 1 Peak Discharge ............................ = 2.82 (cfs) Volume .................................... = 0.34 (acft) Time Interval ............................. = 4 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1476.00 (min) Multiplication factor ..................... = 1.00 (UNIT HYDROGRAPH INFORMATION] Unit hydrograph #......................... = 4 Unit hydrograph type ...................... = CURVILINEAR UH Peak Discharge ............................ = 5.49 (cfs) Shape Factor .............................. = 484.00 Time Interval ............................. 4 (min) Time to Peak ............................... = 18.67 (min) Time of Base .............................. = 93.33 (min) Rainfall Excess ........................... = 1.00 (in) Basin Lag Time ............................ = 16.80 (min) [BASIN DESCRIPTION] (WEIGHTED WATERSHED AREA] ------------------------------------------------------ DESCRIPTION AREA CN,". ------------------------------------------------------ GRASS C SOIL GOOD 1.03 74 IMPERVIOUS 1.23 98 ------------------------------------------------------ Overall Approximation 2.26 87 (TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 28.00 (min) (RAINFALL DESCRIPTION) Distribution Type ......................... = SCS III Total Precipitation ....................... = 3.10 (in) ReturnPeriod ............................. = 2 (yr) Storm Duration ............................ = 24.00 (hr) LI 11/5/97 Ee HYDROGRAPH REPORT RECORD NUMBER 24 TYPE COMBINE DESCRIPTION PROP. 2 YR FLOW TO STUDY PT. (HYDROGRAPH INFORMATION] Page 1 Peak Discharge ............................ = 3.47 (cfs) Volume .................................... = 0.47 (acft) Time Interval ............................. = 2 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1476.00 (min) (COMBINE HYDROGRAPH RECORD #] HYDROGRAPH # 22 TYPE : RESER STOR. IND DESCRIPTION SC -3, 2 YR RES. RT. Peak Discharge ........................ = 0.72 (cfs) Time to Peak .......................... = 756.00 (min) Time Interval ......................... = 4 (min) HYDROGRAPH # 23 TYPE : COMPUTED FLOOD DESCRIPTION SC -4, 2 YR Peak Discharge ........................ = 2.82 (cfs) Time to Peak .......................... = 740.00 (min) Time Interval ......................... = 4 (min) 10-YEAR STORM EVENT 0 11/4/97 Page 1 HYDROGRAPH REPORT RECORD NUMBER 1 TYPE COMPUTED FLOOD DESCRIPTION SC -1, 10 YR (HYDROGRAPH INFORMATION] Peak Discharge ............................ = 2.00 (cfs) Volume .................................... = 0.25 (acft) Time Interval ............................. = 5 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1480.00 (min) Multiplication factor ..................... = 1.00 [UNIT HYDROGRAPH INFORMATION] Unit hydrograph #......................... = 1 Unit hydrograph type ...................... = CURVILINEAR UH Peak Discharge ............................ = 3.02 (cfs) Shape Factor .............................. = 484.00 Time Interval .............:................ = 5 (min) Time to Peak .............................. = 20.00 (min) Time of Base .............................. = 100.00 (min) Rainfall Excess ........................... = 1.00 (in) Basin Lag Time ............................ = 18.00 (min) [BASIN DESCRIPTION] - (WEIGHTED WATERSHED AREA] ------------------------------------------------------ DESCRIPTION ------------------------------------------------------ AREA CN# GRASS C SOIL GOOD 0.96 74 IMPERVIOUS 0.13 98 BRUSH POOR 0.24 77 ------------------------------------------------------ Overall Approximation 1.33 77 [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 30.00 (min) [RAINFALL DESCRIPTION] Distribution Type ......................... = SCS III Total Precipitation ....................... = 4.60 (in) 0 Return Period ............................. Storm Duration ............................ = = 30 24.00 (yr) (hr) O11/4/97 HYDROGRAPH REPORT RECORD NUMBER 2 TYPE RESER STOR. IND DESCRIPTION SC -1, 10 YR RES. RT. [HYDROGRAPH INFORMATION] Page 1 Peak Discharge ............................ = 1.29 (cfs) Volume .................................... = 0.25 (acft) Time Interval ............................. = 5 (min) Time to Peak .............................. = 760.00 (min) Time of Base .............................. = 1610.00 (min) Peak Elevation ............................ = 254.88 (ft) [RESERVOIR STRUCTURE INFORMATION] Reservoirn ............................... = 1 Description ............................... = Exist. Basin Storage type .............................. = MAN STAGE/AREA Max storage ............................... = 4056.66 Cuft Discharge type ............................ = COMP STAGE/DISC Max discharge .............................. = 5.78 cfs [RESERVOIR INFORMATION) Reservoir # ............................... = 1 Reservoir Description ..................... = Exist. Basin [INFLOW HYDROGRAPH INFORMATION] Hydrograph#.............................. = 1 Hydrograph Description .................... = SC -1, 10 YR 11/4/97 Page 1 HYDROGRAPH REPORT [WEIGHTED WATERSHED AREA] ----------------------------------------------------- DESCRIPTION AREA :CN# RECORD NUMBER 3 0.11 77 TYPE COMPUTED FLOOD GRASS C SOIL GOOD 1.03 DESCRIPTION SC -2, 10 YR [HYDROGRAPH INFORMATION] 0.89 98 Peak Discharge ............................ = 4.92 (cfs) 0.38 Volume .................................... = 0.60 (acft) Time Interval ............................. = 4 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1484.00 (min) Multiplication factor ..................... = 1.00 28.00 [UNIT HYDROGRAPH INFORMATION] [RAINFALL DESCRIPTION] Unit hydrograph #......................... = 2 Unit hydrograph type ...................... = CURVILINEAR UH Peak Discharge ............................ = 5.86 (cfs) Total Precipitation ....................... Shape Factor .............................. = 484.00 4.60 (in) Time Interval ............................. = 4 (min) Time to Peak..............................18.67 Time of Base .............................. 93.33 (min) (min) Storm Duration ............................ Rainfall Excess ........................... = 1.00 (in) (hr) Basin Lag Time ............................ = 16.80 (min) [BASIN DESCRIPTION] [WEIGHTED WATERSHED AREA] ----------------------------------------------------- DESCRIPTION AREA :CN# BRUSH C SOIL POOR 0.11 77 GRASS C SOIL GOOD 1.03 7': IMPERVIOUS 0.89 98 GRAVEL PARKING AREA 0.38 89 ------------------------------------------------------ Overall Approximation 2.41 85 [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 28.00 (min) [RAINFALL DESCRIPTION] Distribution Type .......................... = SCS III Total Precipitation ....................... = 4.60 (in) Return Period ............................. = 10 (yr) Storm Duration ............................ = 24.00 (hr) 11/4/97 HYDROGRAPH REPORT RECORD NUMBER 4 TYPE COMBINE DESCRIPTION EXIST. 10 YR FLOW TO STUDY PT. [HYDROGRAPH INFORMATION) PeakDischarge ............................ _ Volume.................................... _ TimeInterval ............................. _ Time to Peak .............................. _ Time of Base .............................. _ [COMBINE HYDROGRAPH RECORD #) HYDROGRAPH # 2 TYPE : RESER STOR. IND DESCRIPTION SC -1, 10 YR RES. RT. Peak Discharge ........................ _ Timeto Peak .......................... _ Time Interval ......................... _ HYDROGRAPH # 3 TYPE : COMPUTED FLOOD DESCRIPTION SC -2, 10 YR Peak Discharge ......................... _ Time to Peak .......................... _ TimeInterval ......................... _ N1 Page 1 6.03 (cfs) 0.85 (acft) 2 (min) 740.00 (min) 1610.00 (min) 1.29 (cfs) 760.00 (min) 5 (min) 4.92 (cfs) 740.00 (min) 4 (min) 0 11,4,97 HYDROGRAPH REPORT RECORD NUMBER 5 TYPE COMPUTED FLOOD DESCRIPTION SC -3, 10 YR [HYDROGRAPH INFORMATION] Peak Discharge ............................ _ Volume.................................... _ Time Interval ............................. _ Time to Peak .............................. _ Timeof Base .............................. _ Multiplication factor ..................... [UNIT HYDROGRAPH INFORMATION] Unit hydrograph #......................... _ Unit hydrograph type ...................... _ PeakDischarge ............................ _ ShapeFactor .............................. _ Time Interval .............................. _ Timeto Peak .............................. _ Timeof Base .............................. _ Rainfall Excess ........................... _ Basin Lag Time ............................ _ [BASIN DESCRIPTION] Page 1 2.25 (cfs) 0.26 (acft) 4 (min) 740.00 (min) 1472.00 (min) 1.00 3 CURVILINEAR UH 3.53 (cfs) 484.00 4 (min) 17.33 (min) 86.67 (min) 1.00 (in) 15.60 (min) [WEIGHTED WATERSHED AREA] -------------------------------------------------- DESCRIPTION AREA CN# ------------------------------------------------------ GRASS GOOD C SOIL 1.12 74 IMPERVIOUS 0.23 98 ------------------------------------------------------ Overall Approximation 1.35 78 [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 26.00 (min) [RAINFALL DESCRIPTION] Distribution Type ......................... = SCS III Total Precipitation ....................... = 4.60 (in) Return Period ............................. _. 10 (yr) Storm Duration ............................ 24.00 (hr) 11/5/97 HYDROGRAPH REPORT RECORD NUMBER 6 TYPE RESER STOR. IND DESCRIPTION SC -3, 10 YR RBS. RT. (HYDROGRAPH INFORMATION) Page 1 Peak Discharge ............................ = 0.92 (cfs) Volume .................................... = 0.26 (acft) Time Interval ............................. = 4 (min) Time to Peak .............................. = 768.00 (min) Time of Base .............................. = 1472.00 (min) Peak Elevation ............................ = 258.10 (ft) [INFLOW HYDROGRAPH INFORMATION] Hydrograph#.............................. = 5 Hydrograph Description .................... = SC -3, 10 YR [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 28.00 (min) [RAINFALL DESCRIPTION] Distribution Type ......................... = SCS III Total Precipitation ....................... = 4.60 (in) Return Period ............................. _ 10 (yr) Storm Duration ............................ = 24.00 (hr) 0 11/4/97 Page 1 HYDROGRAPH REPORT RECORD NUMBER 7 TYPE COMPUTED FLOOD DESCRIPTION SC -4, 10 YR [HYDROGRAPH INFORMATION] Peak Discharge ............................ = 4.87 (cfs) Volume .................................... = 0.60 (acft) Time Interval ............................. = 4 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1484.00 (min) Multiplication factor ..................... = 1.00 [UNIT HYDROGRAPH INFORMATION] Unit hydrograph R ......................... = 4 Unit hydrograph type ...................... = CURVILINEAR UH Peak Discharge ............................ = 5.49 (cfs) ShapeFactor .............................. = 484.00 Time Interval ............................. = 4 (min) Time to Peak ...................:.......... = 18.67 (min) Time of Base .............................. _. 93.33 (min) Rainfall Excess ........................... = 1.00 (in) Basin Lag Time ............................ = 16.80 (min) (BASIN DESCRIPTION] [WEIGHTED WATERSHED AREA] ------------------------------------------------------ DESCRIPTION AREA CN# ------------------------------------------------------ GRASS C SOIL GOOD 1.03 74 IMPERVIOUS 1.23 98 ------------------------------------------------------ Overall Approximation 2.26 87 [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 28.00 (min) [RAINFALL DESCRIPTION] Distribution Type ......................... = SCS III Total Precipitation ....................... = 4.60 (in) Return Period ............................. _ 10 (yr) Storm Duration ............................ = 24.00 (hr) 0 Ee HYDROGRAPH REPORT 8 COMBINE PROP. 10 YR FLOW TO STUDY PT. [HYDROGRAPH INFORMATION] Page 1 Peak Discharge ............................ = 5.70 (cfs) Volume .................................... = 0.86 (acft) Time Interval ............................. = 2 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1484.00 (min) [COMBINE HYDROGRAPH RECORD #] HYDROGRAPH # 11/5/97 �../ DESCRIPTION RECORD NUMBER TYPE Peak Discharge DESCRIPTION Ee HYDROGRAPH REPORT 8 COMBINE PROP. 10 YR FLOW TO STUDY PT. [HYDROGRAPH INFORMATION] Page 1 Peak Discharge ............................ = 5.70 (cfs) Volume .................................... = 0.86 (acft) Time Interval ............................. = 2 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1484.00 (min) [COMBINE HYDROGRAPH RECORD #] HYDROGRAPH # 6 TYPE : RESER STOR, IND DESCRIPTION SC -3, 10 YR RES. RT. Peak Discharge ........................ = 0.92 (cfs) Time to Peak .......................... = 768.00 (min) Time Interval ......................... = 4 (min) HYDROGRAPH # 7 TYPE : COMPUTED FLOOD DESCRIPTION SC -4, 10 YR Peak Discharge ........................ = 4.87 (cfs) Time to Peak .......................... = 740.00 (min) Time Interval ......................... = 4 (min) EO 100 -YEAR STORM EVENT Eo 11/4/97 Page 1 HYDROGRAPH REPORT RECORD NUMBER 9 TYPE COMPUTED FLOOD DESCRIPTION SC -1, 100 YR [HYDROGRAPH INFORMATION] Peak Discharge ............................ = 3.45 (cfs) Volume .................................... = 0.43 (acft) Time Interval ............................. = 5 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1485.00 (min) Multiplication factor ..................... = 1.00 [UNIT HYDROGRAPH INFORMATION] Unit hydrograph n ......................... = 1 Unit hydrograph type ...................... = CURVILINEAR UH Peak Discharge ............................ = 3.02 (cfs) Shape Factor .............................. = 484.00 Time Interval ............................. = 5 (min) 1♦!/�J\] Time to Peak .............................. = 20.00 (min) `! Time o£ Base .............................. = 100.00 (min) Rainfall Excess ......................... 1.00 (in) Basin Lag Time ............................ = 18.00 (min) [BASIN DESCRIPTION] [WEIGHTED WATERSHED AREA] ------------------------------------------------------ DESCRIPTION AREA CN# ------------------------------------------------------ GRASS C SOIL GOOD 0.96 74 IMPERVIOUS 0.13 98 BRUSH POOR 0.24 77 ------------------------------------------------------ Overall Approximation 1.33 77 C [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 30.00 (min) i [RAINFALL DESCRIPTION] Distribution Type ......................... = SCS III Total Precipitation ....................... = 6.50 (in) Return Period ............................. = 100 (yr) Storm Duration ............................ = 24.00 (hr) 0 161 11/4/97 Page 1 HYDROGRAPH REPORT RECORD NUMBER 10 TYPE RESER STOR. IND DESCRIPTION SC -1, 100 YR RES. RT. [HYDROGRAPH INFORMATION) Peak Discharge ............................ = 2.31 (cfs) Volume .................................... = 0.43 (acft) Time Interval ............................. = 5 (min) Time to Peak .............................. = 760.00 (min) Time of Base .............................. = 1620.00 (min) Peak Elevation ............................ = 256.14 (ft) [RESERVOIR STRUCTURE INFORMATION) Reservoir# ............................... = 1 Description ............................... = Exist. Basin Storage type .............................. = MAN STAGE/AREA Max storage ............................... = 4056.66 Cuft Discharge type ............................ = COMP STAGE/DISC Max discharge ............................. = 5.78 cfs (RESERVOIR INFORMATION) Reservoir# ............................... = 1 Reservoir Description ..................... = Exist. Basin [INFLOW HYDROGRAPH INFORMATION) Hydrograph #.............................. _ 9 Hydrograph Description .................... = SC -1, 100 YR �I 11/4/97 c HYDROGRAPH REPORT RECORD NUMBER 11 TYPE COMPUTED FLOOD DESCRIPTION SC -2, 100 YR [HYDROGRAPH INFORMATION] PeakDischarge ............................ Volume.................................... _ Time Interval ............................. _ Time to Peak .............................. _ Time of Base .............................. _ Multiplication factor ..................... _ [UNIT HYDROGRAPH INFORMATION] Unit hydrograph r ......................... _ Unit hydrograph type ...................... _ PeakDischarge ............................ _ ShapeFactor .............................. _ TimeInterval ............................. _ Timeto Peak .............................. _ Time of Base .............................. _ Rainfall Excess ........................... _ Basin Lag Time ............................ [BASIN DESCRIPTION] Page 1 7.56 (cfs) 0.94 (acft) 4 (min) 740.00 (min) 1488.00 (min) 1.00 2 CURVILINEAR UH 5.86 (cfs) 484.00 4 (min) 18.67 (min) 93.33 (min) 1.00 (in) 16.80 (min) (WEIGHTED WATERSHED AREA) ----------------------------------------------------- DESCRIPTION AREA CNk BRUSH C SOIL POOR 0.11 77 GRASS C SOIL GOOD 1.03 74 IMPERVIOUS 0.89 98 GRAVEL PARKING AREA 0.38 89 Overall Approximation 2.41 85 (TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 28.00 (min) (RAINFALL DESCRIPTION] Distribution Type ......................... = SCS III Total Precipitation ....................... = 6.40 (in) Return Period ............................. = 100 (yr) Storm Duration ............................ = 24.00 (hr) 101 11/4/97 Page 1 HYDROGRAPH REPORT RECORD NUMBER 12 TYPE COMBINE DESCRIPTION EXIST. 100 YR FLOW TO STUDY PT. (HYDROGRAPH INFORMATION] r Peak Discharge ............................ = 9.00 (cfs) Volume .................................... = 1.37 (acft) Time Interval ............................. = 2 (min) Time to Peak .............................. _ 740.00 (min) Time of Base .............................. = 1620.00 (min) (COMBINE HYDROGRAPH RECORD #] HYDROGRAPH # 10 TYPE : RESER STOR. IND DESCRIPTION SC -1, 100 YR RES. RT. Peak Discharge ........................ _ Time to Peak .......................... _ Time Interval ......................... _ HYDROGRAPH # 11 TYPE : COMPUTED FLOOD DESCRIPTION SC -2, 100 YR Peak Discharge ........................ _ Timeto Peak .......................... _ TimeInterval ......................... _ 2.31 (cfs) 760.00 (min) 5 (min) 7.56 (Cfs) 740.00 (min) 4 (min) [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 26.00 (min) [RAINFALL DESCRIPTION] - Distribution Type ......................... = SCS III Total Precipitation ....................... = 6.40 (in) Return Period ............................. = 100 (yr) Storm Duration ............................ = 24.00 (hr) 11/4/97 Page 1 `J HYDROGRAPH REPORT RECORD NUMBER 13 TYPE COMPUTED FLOOD DESCRIPTION SC -3, 100 YR [HYDROGRAPH INFORMATION] Peak Discharge ............................ = 3.72 (cfs) Volume .................................... = 0.44 (acft) Time Interval ............................. = 4 (min) Time to Peak .............................. _ 736.00 (min) Time of Base .............................. = 1476.00 (min) Multiplication factor ..................... = 1.00 (UNIT HYDROGRAPH INFORMATION] Unit hydrograph #......................... = 3 Unit hydrograph type :..................... = CURVILINEAR UH Peak Discharge ............................ = 3.53 (cfs) Shape Factor .............................. _ 484.00 Time Interval ............................. = 4 (min) Time to Peak .............................. = 17.33 (min) Time of Base ............. 86.67 (min) Rainfall Excess ........................... = 1.00 (in) Basin Lag Time ............................ = 15.60 (min) [BASIN DESCRIPTION] (WEIGHTED WATERSHED AREA] ------------------------------------------------------ DESCRIPTION AREA CN# ------------------------------------------------------ GRASS GOOD C SOIL 1.12 74 IMPERVIOUS 0.23 98 ------------------------------------------------------ Overall Approximation 1.35 78 [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 26.00 (min) [RAINFALL DESCRIPTION] - Distribution Type ......................... = SCS III Total Precipitation ....................... = 6.40 (in) Return Period ............................. = 100 (yr) Storm Duration ............................ = 24.00 (hr) 11/5/97 HYDROGRAPH REPORT RECORD NUMBER 14 TYPE RESER STOR. IND DESCRIPTION SC -3, 100 YR RES. RT. [HYDROGRAPH INFORMATION] Page 1 Peak Discharge ............................ = 1.39 (cfs) Volume .................................... = 0.44 (acft) Time Interval ............................. = 4 (min) Time to Peak .............................. = 768.00 (min) Time of Base .............................. = 1476.00 (min) Peak Elevation ............................ = 258.87 (ft) (INFLOW HYDROGRAPH INFORMATION) Hydrograph #.............................. = 13 Hydrograph Description .................... = SC -3, 100 YR O11/5/97 HYDROGRAPH REPORT RECORD NUMBER 15 TYPE COMPUTED FLOOD DESCRIPTION SC -4, 100 YR [HYDROGRAPH INFORMATION] Page 1 Peak Discharge ............................ = 7.35 (cfs) Volume .................................... = 0.92 (acft) Time Interval ............................. = 4 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1488.00 (min) Multiplication factor ..................... = 1.00 [UNIT HYDROGRAPH INFORMATION] Unit hydrograph #......................... = 4 Unit hydrograph type ...................... = CURVILINEAR UH Peak Discharge ............................ = 5.49 (cfs) Shape Factor .............................. = 484.00 O Time Interval.. ........................... Time to Peak ............. = 4 18.67 (min) (min) Time of Base .............................. = 93.33 (min) Rainfall Excess ........................... = 1.00 (in) Basin Lag Time ............................ = 16.80 (min) [BASIN DESCRIPTION] [WEIGHTED WATERSHED AREA] ------------------------------------------------------ DESCRIPTION AREA CN# ------------------------------------------------------ GRASS C SOIL GOOD 1.03 74 IMPERVIOUS 1.23 98 ------------------------------------------------------ Overall Approximation 2.26 87 [TIME CONCENTRATION -- USER DEFINED] Time of Concentration ..................... = 28.00 (min) [RAINFALL DESCRIPTION] Distribution Type ......................... __ SCS III Total Precipitation ....................... = 6.40 (in) Return Period ............................. = 100 (yr) OStorm Duration ............................ = 24.00 (hr) 11/5/97 HYDROGRAPH REPORT RECORD NUMBER 16 TYPE COMBINE DESCRIPTION PROP. 100 YR FLOW TO STUDY PT. (HYDROGRAPH INFORMATION] Page 1 Peak Discharge ............................ = 8.31 (cfs) Volume.................................... = 1.36 (acft) Time Interval ............................. = 2 (min) Time to Peak .............................. = 740.00 (min) Time of Base .............................. = 1488.00 (min) (COMBINE HYDROGRAPH RECORD #] HYDROGRAPH # 14 TYPE : RESER STOR. IND DESCRIPTION SC -3, 100 YR RES. RT. Peak Discharge ........................ = 1.39 (cfs) Time to Peak .......................... = 768.00 (min) Time Interval ......................... = 4 (min) HYDROGRAPH # 15 TYPE : COMPUTED FLOOD DESCRIPTION SC -4, 100 YR Peak Discharge ........................ = 7.35 (cfs) Time to Peak .......................... = 740.00 (min) Time Interval ......................... = 4 (min) m 'll; imili �� 6, li i i�� ''i I] ol I Blel I ll ii� 11P, I IWO M Eo 11/4/97 RESERVOIR REPORT RECORD NUMBER 1 STORAGE TYPE MAN STAGE/AREA DISCHARGE TYPE COMP STAGE/DISC DESCRIPTION Exist. Basin (RATING CURVE LIMIT] Page 1 Minimum Elevation ......................... = 252.77 (ft) Maximum Elevation ......................... = 256.50 (ft) Elevation Increment ....................... = 0.10 (ft) (STAGE STORAGE INFORMATION] Input file = MULL Output file NULL (Manual Contour Area vs. Elevation] ------------------------------------------------ ELEVATION CONTOUR AREA (ft) (sqft) ------------------------------------------------ 254.00 1016.00 256.00 1644.00 256.50 1644.00 (STAGE DISCHARGE INFORMATION] OUTLET STRUCTURE: STR 1 TYPE STAND PIPE WEIR DESCRIPTION Exist. outlet 11/5/97 RESERVOIR REPORT RECORD NUMBER 2 STORAGE TYPE MAN STAGE/ARBA DISCHARGE TYPE COMP STAGE/DISC DESCRIPTION Prop. basin [RATING CURVE LIMIT] Page 1 Minimum Elevation ......................... = 254.50 (ft) Maximum Elevation ......................... = 259.00 (ft) Elevation Increment ....................... = 0.10 (ft) [STAGE STORAGE INFORMATION] Input file = MULL Output file NULL [Manual Contour Area vs. Elevation] [STAGE DISCHARGE INFORMATION] OUTLET STRUCTURE: STR # 2 TYPE STAND PIPE WEIR DESCRIPTION Prop. outlet ------------------------------------------------ ELEVATION CONTOUR AREA (ft) ------------------------------------------------ (sqft) 257.00 600.00 258.00 3300.00 259.00 4100.00 [STAGE DISCHARGE INFORMATION] OUTLET STRUCTURE: STR # 2 TYPE STAND PIPE WEIR DESCRIPTION Prop. outlet OUTLET STRUCTURE INFORMATION Eo 11/4/97 Page 1 OUTLET STRUCTURE REPORT RECORD NUMBER 1 TYPE STAND PIPE WEIR DESCRIPTION Exist. outlet [RATING CURVE LIMIT] Minimum Elevation ......................... = 252.77 (ft) Maximum Elevation ......................... = 256.50 (ft) Elevation Increment ....................... = 0.10 (ft) [STANDPIPE INFORMATION] DESCRIPTION : RECTANGULAR STAND PIPE [OUTLET STRUCTURE INFORMATION] Width ..................................... = 2.00 (ft) Height .................................... = 2.00 (ft) Crest Length .............................. = 2.00 (ft) Crest Elevation ........................... = 255.93 (ft) Fraction Open Area ........................ = 1.00000 l (RECTANGULAR STAND PIPE EQUATION] ORIFICE EQ: Q = Co*A(2gh)-0.5 WEIR EQ: Q = Cw*L*H-exp Coefficient Cc ........................... = 0.60000 Coefficient Cw ........................... = 3.33000 Exponential ............................... = 1.50000 [DEFINITIONS] H = Headwater depth above inlet control section invert, (ft) A = Wetted area, (sqft) L = Crest length, (ft) [ORIFICE INFORMATION] SUBRECORD : 1 DESCRIPTION : CIRCULAR ORIFICE (OUTLET STRUCTURE INFORMATION] Radius .................................... = 0.25000 Invert Elevation .......................... = 252.77000 (ft) Coefficient Co ............................ = 0.60000 R of Openings... .... = 1 [CIRCULAR ORIFICE EQUATION] Q = CO*A*[2gh]/k]"o.5 A = Wetted area, (sgft) 0 11/4/97 LEE 101 OUTLET STRUCTURE REPORT RECORD NUMBER 1 TYPE STAND PIPE WEIR DESCRIPTION Exist. outlet [CULVERT INFORMATION] DESCRIPTION : CIRCULAR CONCRETE/sq edge/headwall [OUTLET STRUCTURE INFORMATION] Circular Radius ........................... _ Culvert Invert Elevation .................. _ Slope..................................... _ Manning's N -value ......................... Orifice Coefficient ....................... _ Tailwater................................. _ Number barrels ............................ (UNSUBMERGED.EQUATION) H/Diam = He/Diam,+ K *(Q/A*Diam-0.5))-M - 0.5*S-2 Coefficient K ............................. _ coefficientM ............................. _ (SUBMERGED EQUATION) H/Diam = c*(Q/(A*Diam-0.5))-Z + Y - 0.5*S-2 Coefficientc ............................. _ Coefficient Y ....:......................... [DEFINITIONS] Page 2 0.50000 (ft) 253.32001 (ft) 0.03200 0.01300 0.50000 0.00000 (ft) 1 0.00980 2.00000 0.03980 0.67000 H = Headwater depth above inlet control section invert, (ft) Diam = Inerior height of culvert barrel, (ft) He = Specific head at critical depth (dc + Vc-2/2g), (ft) Q = Discharge, (cuft/s) A = Full cross sectional area of culvert barrel, (sqft) S = Culvert barrel slope, (ft/ft) 11/5/97 Page 1 OUTLET STRUCTURE REPORT RECORD NUMBER 2 TYPE STAND PIPE WHIR DESCRIPTION Prop. outlet [RATING CURVE LIMIT] Minimum Elevation ......................... = 254.50 (ft) Maximum Elevation ......................... = 259.00 (ft) Elevation Increment ....................... = 0.10 (ft) [STANDPIPE INFORMATION] DESCRIPTION : RECTANGULAR STAND PIPE [OUTLET STRUCTURE INFORMATION] H = Headwater depth above inlet control section invert, (ft) A = Wetted area, (sgft) L = Crest length, (ft) [ORIFICE INFORMATION] SUBRECORD 1 DESCRIPTION CIRCULAR ORIFICE (OUTLET STRUCTURE INFORMATION] Radius.................................... _ Invert Elevation .......................... _ Coefficient Co ............................ _ # of Openings ............................. _ [CIRCULAR ORIFICE EQUATION] Q = Co*A*[2gh]/k]'0.5 A = Wetted area, (sgft) 0.21000 256.00000 (ft) 0.60000 1 Width ..................................... = 2.00 (ft) Height .................................... = 2.00 (ft) Crest Length .............................. = 2.00 (ft) Crest Elevation ........................... = 258.75 (ft) Fraction Open Area... ......... *,,*******,, = 1.00000 [RECTANGULAR STAND PIPE EQUATION] ORIFICE EQ: Q = Co*A(2gh)^0.5 WEIR EQ: Q = Cw*L*H^exp Coefficient Co ........................... = 0.60000 Coefficient Cw ........................... = 3.33000 Exponential ............................... = 1.50000 (DEFINITIONS] H = Headwater depth above inlet control section invert, (ft) A = Wetted area, (sgft) L = Crest length, (ft) [ORIFICE INFORMATION] SUBRECORD 1 DESCRIPTION CIRCULAR ORIFICE (OUTLET STRUCTURE INFORMATION] Radius.................................... _ Invert Elevation .......................... _ Coefficient Co ............................ _ # of Openings ............................. _ [CIRCULAR ORIFICE EQUATION] Q = Co*A*[2gh]/k]'0.5 A = Wetted area, (sgft) 0.21000 256.00000 (ft) 0.60000 1 O11,5,97 OUTLET STRUCTURE REPORT RECORD NUMBER 2 TYPE STAND PIPE WEIR DESCRIPTION Prop. outlet [CULVERT INFORMATION] DESCRIPTION : CIRCULAR CONCRETE/sq edge/headwall [OUTLET STRUCTURE INFORMATION] Page 2 Circular Radius ........................... = 0.50000 (ft) Culvert Invert Elevation .................. = 255.00000 (ft) Slope ..................................... = 0.02800 Manning's N -value ......................... = 0.01300 Orifice Coefficient ....................... = 0.50000 Tailwater................................. = 255.63000 (ft) Numberbarrels ............................ = 1 [UNSUBMERGED EQUATION] H/Diam = He/Diam + K *(Q/A*Diam^0.5))'M - 0.5*S^2 V Coefficient K ........................ 0.00980 coefficient M ............................. = 2.00000 [SUBMERGED EQUATION] H/Diam = c*(Q/(A*Diam^0.5))^Z + Y - 0.5*SA2 Coefficient c ............................. = 0.03980 Coefficient Y ............................. = 0.67000 [DEFINITIONS] H = Headwater depth above inlet control section invert, (ft) Diam = Inerior height of culvert barrel, (ft) He = Specific head at critical depth (dc + Vc^2/2g), (ft) Q = Discharge, (cuft/s) A = Full cross sectional area of culvert barrel, (sqft) S = Culvert barrel slope, (ft/ft) TBE OF CONCENTT AWN CALCUIATIONS 01 Time of Concentration TR55 SHEET FLOW Manning's n: Flow Length: 2yr/24 hr Rainfall: Land Slope: Travel Time: SHALLOW FLOW K(Land use/Flow Regime): Watercourse Slope: Flow Length: Velocity: 0 Travel Time: CHANNEL FLOW Hydraulic Radius: Channel Slope: Manning's n: Flow Length: Velocity: Travel Time: Time of Concentration: 0.2400 ft 100.0000, ft 3.1000 in 1.0000 a 19.1310 min 0.2500 ft 1.0000 0 150.0000. ft 0.2500 ft/s 10.0000 min 0.0000 ft 0.0000 0 0.2400 0.0000 ft 0.0000 ft/s 0.0000 min 29.1310 min 11/03/97 J HHCalc, Version 7.Os Eagle Point, 4131 WestMark Drive, Dubuque, IA, 52002, 1-800-678-6565 VA U0 Time of Concentration TR55 SHEET FLOW Manning's n: Flow Length: 2yr/24 hr Rainfall: Land Slope: Travel Time: SHALLOW FLOW K(Land use/Flow Regime): Watercourse Slope: Flow Length: Velocity: 0 Travel Time: CHANNEL FLOW 0.0000 0.0000 ft 0.0000 in 0.0000 0 0.0000 min 1.5000' 4.0000 0 135.0000 ft 3.0000 ft/s 0.7500 min 11/03/97 Hydraulic Radius: 0.0000 ft Channel Slope: 0.0000 - o Manning's n: 0.0000 Flow Length: 0.0000 ft Velocity: 0.0000 ft/s Travel Time: 0.0000 min Time of Concentration: 0.7500 min i HHCalc, Version 7.Os Eagle Point, 4131 WestMark Drive, Dubuque, IA, 52002, 1-800-678-6565 0 SHEET FLOW Time of Concentration TR55 f Manning's n: 0.2400 Flow Length: .100.0000 ft 2yr/24 hr Rainfall: 3.1000 in Land Slope: 1.0000 a Travel Time: 19.1310 min SHALLOW FLOW K(Land use/Flow Regime): 0.250Q Watercourse Slope: 1.0000 Flow Length: 115.0000 ft Velocity: 0.2500 ft/s 0 Travel Time: 7.6667 min CHANNEL FLOW Hydraulic Radius: 0.0000 ft ;Channel Slope: 0.0000 0 Manning's n: 0.2400 Flow Length: 0.0000 ft Velocity: 0.0000 ft/s Travel Time: 0.0000 min Time of Concentration: 26.7977 min 10/28/97 HHCalc, Version 7.Os I Eagle Point, 4131 WestMark Drive, Dubuque, IA, 52002, 1-800-678-6565 0 '�.a �j Vb-t l ►�.� 0 Time of Concentration TR55 SHEET FLOW Manning's n: Flow Length: 2yr/24 hr Rainfall: Land Slope: Travel Time: SHALLOW FLOW K(Land use/Flow Regime): Watercourse Slope: Flow Length: Velocity: 0 Travel Tir::e CHANNEL FLOW Hydraulic Radius: Channel Slope: Manning's n: Flow Length: Velocity: Travel Time: Time of Concentration: 0.0000 0.0000 ft 0.0000 in 0.0000 0 0.0000 min 2.0000 1.0000 80.0000 ft 2.0000 ft/s 0.6667 min 0.0000 ft 0.0000 0 0.0000 0.0000 ft 0.0000 ft/s 0.0000 min 0.6667 min HHCalc, Version 7.Os Eagle Point, 4131 WestMark Drive, Dubuque, IA, 52002, 1-800-678-6565 C Time of Concentration TR55 SHEET FLOW Manning's n: Flow Length: 2yr/24 hr Rainfall: Land Slope: Travel Time: SHALLOW FLOW K(Land use/Flow Regime): Watercourse Slope: Flow Length: 0 Velocity: Travel Time: CHANNEL FLOW Hydraulic.Radius: Channel Slope: Manning's n: Flow Length: Velocity: Travel Time: Time of Concentration: 0.2400 100.0000 ft 3.1000 in 1.0000 0 19.1310 min 0.2500 1.0000 a 80.0000 ft Ild 0.2500 ft/s 5.3333 min 0.0000 ft 0.0000° o 0.2400 0.0000 ft 0.0000 ft/s 0.0000 min 24.4643 min 11/03/97 f HHCalc, Version 7.Os Eagle Point, 4131 WestMark Drive, Dubuque, IA, 52002, 1-800-678-6565 0 Time of Concentration TR55 11/04/97 SHEET FLOW Manning's n: 0.0000 Flow Length: 0.0000 ft 2yr/24 hr Rainfall: 0.0000 in Land Slope: 0.0000 0 Travel Time: 0.0000 min SHALLOW FLOW K(Land use/Flow Regime): 1.5000 Watercourse Slope: 2.2000 0 Flow Length: 200.0000 •ft Velocity: 2.2249 ft/s aTravel Time: 1.4982 min CHANNEL FLOW Hydraulic Radius: 0.0000 ft Channel Slope: 0.0000 0 ; Manning's n: 0.0000 Flow Length: 0.0000 ft Velocity: 0.0000 ft/s Travel Time: 0.0000 min Time of Concentration: 1.4982 min 1 HHCalc, Version 7.Os i Eagle Point, 4131 WestMark Drive, Dubuque, IA, 52002, 1-800-678-6565 C V Ib 6415-T <Fbi)T) 0 Time of Concentration TR55 SHEET FLOW Manning's n: Flow Length: 2yr/24 hr Rainfall: Land Slope: Travel Time: SHALLOW FLOW K(Land use/Flow Regime): Watercourse Slope: Flow Length: 0 Velocity: Travel Time: CHANNEL FLOW 0.2400 100.0000 ft 3.1000 in 1.0000 0 19.1310 min 0.2500 1.0000 0 115.0000 ft 0.2500 ft/s 7.6667 min 10/28/97 Hydraulic Radius: 0.0000 ft Channel Slope: 0.0000 Manning's n: 0.2400 Flow Length: 0.0000 ft Velocity: 0.0000 ft/s Travel Time: 0.0000 min Time of Concentration: 26.7977 min i HHCalc, C lc Version 7 .Os Eagle Point, 4131 WestMark Drive, Dubuque, IA, 52002, 1-800-678-6565 10/28/97 Time of Concentration TR55 SHEET FLOW Manning's n: 0.0000 Flow Length: 0.0000 ft 2yr/24 hr Rainfall: 0.0000 in Land Slope: 0.0000 0 Travel Time: 0.0000 min SHALLOW FLOW K(Land use/Flow Regime): 2.0000 Watercourse Slope: 1.0000 0 Flow Length: 80.0000 ft 0 Velocity: 2.0000 ft/s Travel Time: 0.6667 min CHANNEL FLOW Hydraulic Radius: 0.0000 ft Channel Slope: 0.0000 :o Manning's n: 0.0000 Flow Length: 0.0000 ft Velocity: 0.0000 ft/s Travel Time: 0.0000 min Time of Concentration: 0.6667 min HHCalc, Version 7.Os 1 Eagle Point, 4131 WestMark Drive, Dubuque, IA, 52002, 1-800-678-6565 RAINFALL I D -F CURVES 0 'O m w Q tai o� .-r 4 I N h�1 D H Q �r r � N Q 0 07 r- 1D V7 :r tl7 I m w I l �r r � 6 Zoning Bylaw Review Form n' Town Of North Andover Building Department 27 Charles St. North Andover, MA. 01845 $SNC"°S�� Phone 978-688-9545 Fax 978-688-9542 Street: &-,39 g f- Map/Lot: Z 5- j Applicant: -Dev ma ?I.C-ASSoC., Request: ci n" r9r`o c., N 4Z-, k N ' Date: F Nease oe advised that after review of your Application and Plans your Applica'tion,is 1 DENIED for the following Zoning Bylaw reasons: Zoning Remedy for the above is checked below Item # Special Permits Planning Board. Iters Notes Setback Variance Item Notes A Lot Area Common Driveway Special Permit F Frontage C. 11 ? Variance for S.i n 1 Lot area Insufficient 1 Frontage Insufficient, - 2 Lot Area Preexisting `i 2 Frontage Complies 3 1 Lot Area Complies 3 1 Preexisting frontage `i � S 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 Complies 4 Special Permit Required 3 Preexisting CBA yeg 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height `i e 5 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient I Building Coverage 6 Preexisting setback(s) 1 Coverage exceeds maximum 7 Insufficient Information 4eS 2 Coverage Complies D Watershed 3 Coverage Preexisting e 1 Not in Watershed y t; S 4 Insufficient Information 2 In Watershed j Sign 3 4 Lot prior to 10/24/94 Zone to be Determined 1 2 Sign not allowed Sign Complies S 5 Insufficient Information 3 Insufficient Information E Historic District K Parking 1 In District review required 1 More Parking Required 2 Not in district e S 2 Parking Complies 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 C. 11 ? Variance for S.i n Continuing Care Retirement Special Permit Independent Elderly Housing Special Permit Large Estate Condo Special Permit Planned nned Development District Special Permit nned Residential Special Permit Densi S ecial Permit Special Permit Special Permits Zoning Board Special Permit Non-ConforminUse ZBA Earth Removal Special Permit ZBA S ecial Permit Use not Listed but Similar Special Permit for Si n ?� Other 5atershed S --�U-pplyAdditional Information The above review and attached explanation of such is based on the plans, request for or 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 this action. 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 r� erenoe. Jhe building department will retain all plans and documentation for the above file. 49 /a. -DD l© /c3 —OCA Building Department Official Signature Application Received Application Denied Denial Sent: If Faxed Phone Number/Date: Plan Review Narrative The following narrative is provided to further explain the reasons for the action on the property indicated on the reverse side: � ��,� �'��1�^s,� �'l���Y'lr.� � M� !M V� �.i �" hr �" +£ `t `�b (g ���.4,�v �'`�'9}<,�.� �,�f�ej alr� ka�j t'��� �yN4y,x�3•� �'�.�'�..Yw�dq � 1� 3i� Y J�R �� -..� k �'�.f� f �'� ( »W�'{� C �$ 4 2v«��.'�J � ��i.•F x�'�Yttk'kt �4����� 1� � a�{. Y 4'� 5�c'tcvv to (� iso Lc,+ Police Zonin Board 2 m w -f 40 A v -e Utn v U -e- J Conservation Department of Public Works c� C or7 NSU LTICipn� 101`M A. (6n-) d CQlti b01,4U (.-S U O f C -I) zr_ Other BUILDING DEPT Referred To: Fire Health Police Zonin Board Conservation Department of Public Works Planning istorical Commission Other BUILDING DEPT —V I -6-y umi-itanalLmoi �'q�.sA�w�aEltq I A Zoning Bylaw Denial Town Of North Andover Building Department 27 Charles St. North Andover, MA. 01845 Phone 978-688-9545 Fax 978-688-9542 Street: 538 Turnpike Street Map/Lot: 25/1 Applicant: Northeast Dermatology Request: Ground sign proposal Date: August 24, 2000 Plea b d " se e a vsed that after review of your Building Permit Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning Remedy for the above is checked below Item # I Special Permits Planning Board Site Plan Review S ecial Permit Access other than Frontage Special Permit Frontage Exception Lot Special Permit Common Drivewav Special Permit Congregate Housing Special Permit Continuing Care Retirement Special Permit— Independent ermitInde endent Elderl u --.-:-g Special Permit Large Estate Condo Special Permit Planned Development District Special Permit Planned Residential Special Permit R-6 Density Special Permit Watershed Special Permit Item # Variance Setback Variance ParkingVariance Lot Area Variance Height Variance Variance for Si— Special i Special Permits Zoning Board Special Permit Non -Conforming Use ZBA Earth Removal Special Permit ZBA S ecial Permit Use not Listed but Similar Special Permit for Sian 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 rile. You must file a new building permit application form and begin the permitting process. .Ziwlding Department Official Signature Application Received Application Denied Denial Sent : If Faxed Phone Number/Date: Item Notes Item Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Preexisting 2 Frontage Complies 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 Complies 4 Special Permit Required 3 Preexisting CBA 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient l Building Coverage 6 Preexisting setback(s) 1 Coverage exceeds maximum 7 Insufficient Information Yes 2 Coverage Complies D Watershed 3 Coverage Preexisting 1 Not in Watershed 4 Insufficient Information 2 In Watershed j Sign 3 Lot prior to 10/24/94 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information Yes E Historic District (( Parking 1 In District review required 1 More Parking Required 2 Not in district 2 Parking Complies 3 Insufficient Information Remedy for the above is checked below Item # I Special Permits Planning Board Site Plan Review S ecial Permit Access other than Frontage Special Permit Frontage Exception Lot Special Permit Common Drivewav Special Permit Congregate Housing Special Permit Continuing Care Retirement Special Permit— Independent ermitInde endent Elderl u --.-:-g Special Permit Large Estate Condo Special Permit Planned Development District Special Permit Planned Residential Special Permit R-6 Density Special Permit Watershed Special Permit Item # Variance Setback Variance ParkingVariance Lot Area Variance Height Variance Variance for Si— Special i Special Permits Zoning Board Special Permit Non -Conforming Use ZBA Earth Removal Special Permit ZBA S ecial Permit Use not Listed but Similar Special Permit for Sian 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 rile. You must file a new building permit application form and begin the permitting process. .Ziwlding Department Official Signature Application Received Application Denied 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: 1� S^a.•t $h+. (P Yr% 'f�.. J aiyn�.. µiyh.'3@yFt N���Li '. ��ya.��. C-7& 7 - 3 . tlYki "M1P6.J�:{...;y 1 a'G?wJ^f'<rytx. ,�"G "k '✓- `. i15'�fi �T^3�i"iJ.v3�f. �( t3u ���,s�h k3�4? t�. t �i�,�t }.. }Ift��f t;i?hq�'"�� ��Y' �,�„��jfE✓�>w ��^�, tSL t.�����n� �� vt'k�'r�i.!.���jc v,�Tli��F�>�'�t`t"�1Wx��.Y'r. �/�.�,&�7 �'i.?-�t ��rv/y'a c"R7hkk.y Y�Se ��t�y4 *Only 1 ground sign is allowed per parcel of land. No plot plan showing where the proposed sign is located as well as any other ground signs already on site. Police No sign permit application with drawing of proposed sign.. No contractor information regarding the construction of the sign or any licenses or insurance certificate. Conservation Department of Public Works Planning Historical Commission Other BUILDING DEPT Referred To: Fire Health Police x Zoning Board Conservation Department of Public Works Planning Historical Commission Other BUILDING DEPT i Am •t