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HomeMy WebLinkAbout242-538 - Certificate of Compliance - 165 FLAGSHIP DRIVE 11/23/1990 Y 310 CM.R 10 . 99 DEP File No. 242-538 Form 8 (To be provided by DEP) City/Town No. Andover Applicant Neve Associates, Inc. co=onwealth 447 Old Boston Rd of Massachusetts Topsfield, MA 01983 Lot 3A Willow Street Certificate of Compliance Massachusetts Wetlands Protection Act, G.L. c . 131, 540 From North Andover Conservation Commission ' Issuing Authority 447 Old 'Bos:t'on Rd To Neve Associates, Inc. Topsfield, MA. 01'983 - (Name) (Address)' D to of Issuanc e December 4, 1996 ce This Certificate is issued for work regulated by an. Order of Conditions issued to Bayfield Development Co. , Inc. dated . 11/23/90 and issued by the North Andover Conservation Commission 1. It is hereby certified that the work regulated by the above- referenced Order of Conditions has been satisfactorily completed. 2. ❑ It is hereby certified that only the following portions af- thew ork regulated by the above-referenced Order of Conditions have been satisfactorily completed: (If the Certificate of Compliance does not include the entire J ro 'ect, specify what portions are included. ) P P Y F. 3 . ❑ It is hereby certified that the work regulated by the above- referenced Order of Conditions was never commenced. The Order of Conditions has lapsed and. is therefore no longer valid. No future work subject to regulation under the Act may be .commenced without v' a new filing a new Notice of Intent and recei Order of ing Conditions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Leave Space Blank) Effective 11/10/89 8-1 1 4 . The certificate shall be recorded in the registry of Deeds or chef Land Court for the district in which the land is located. The.Order date at the - was originally recorded or_ Yu`+ ' Oho .�SS� Boo Page Registry of ' 5 . The following conditions of the Order shall continue: (Set forth an': conditions contained in the Final Order, such as maintenance or monitoring, which are to continue for a longer period. ) No And e C nservation Commission issued by Signature (s) W n issued by the Conservation Commission this Certificate must be signed by a majority of is members. J)ece,%&r On this day of I 19 96 before me personally : ppeared Joseph W. Lynch, Jr tome known- to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. ' cal 02 y0 03 • otary Public M commission fires and suti.it to the No Andover Conservation Commission (NACC) Detach on dotted line ........................................................ .. -To NACC, 146 Main St. , No Andover MA 01845 Issuing Authority Ptease be advised that the Certificate of Compliance for the project at: Lot 3A Willow Street file Number 2 4 2—S 3 8 has been recorded at the Registry of and has been noted in the chain of title of the affected property on 19 if recorded land the instrument number which identifies this transaction is If registered land the document number which identifies this transaction is Applicant Signature b-2 Town of North Andover f NORTFl OFFICE OF 3a o `"� COMMUNITY DEVELOPMENT AND SERVICES ° p 146 Main Street x = North Andover,Massachusetts 01845 WMLIAM J. SCOTT 9SSACMUSt Director December 5, 1996 Ms. Roberta McGowan Assistant Treasurer 120 Main Street No. Andover, MA 01845 Re: Bond Release DEP # 242-538 Dear Ms. McGowan, At their meeting of December 4, 1996, the North Andover Conservation Commission voted to release the $7,500 bond for the following project: Project: Lot 3B No. Andover Business Park Ext. Applicant: Bruce A. Touma Business Park Realty Trust 242 Neck Road Haverhill, MA 01835 Bond: Performance Bond Thank you for your attention to this matter. Sincerely, Michae D.toward Conservation Agent kaf cc: Bruce A. Touma Business Park Realty Trust 242 Neck Road Haverhill, MA 01830 BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 A`hN H.P.NELSON �` Town of 120 Main Street, 01845 Director _ (508) 682-6483 NORTH ANDOVER BUILDING CONSERVATION DIVISION OF PLANNING PLANNING & COMMUNITY DEVELOPMENT. (� ` PERFORMANCE BOND DEPOSIT OF MONEY NORTH ANDOVER CONSERVATION COMMISSION 19 North Andover, Massachusetts AGREEMENT is made this date between the Town of North Andover and )s paC A �ro U In A" hereinafter refer ed to as the "Applicant" of: ,E E S-�' with business or residence address: L 0/83S for land located at: to dcoFf. &_c1x)P_tc pAjeg' KNOW ALL MEN by these presents that the Applicant hereby binds and obligates himself, his or its executors, devisees, administrators, heirs, successors and assigns to the Town of North Andover, a Massachusetts municipal corporation, acting through its Conservation Commission, in the sum of *7,SD D.Od dollars, and has secured this obligation by depositing with the Treasurer of the Town of North Andover a deposit of money in the above sum to be deposited in an interest-bearing account as designated by the Town Treasurer in the name of the Town and the Applicant. The deposit of money is to be used to insure the performance b the applicant of all conditions agreements, terms P Y PP g and provisions contained in the following:1. Order of Conditions (242- 38' ) issued to &S1j0F c .44+4 T,ysl' by the Conservation Commission dated WilY0 which references the approved plans for this construction or installation. This Order may be modified by the Commission. 2 . The Massachusetts Wetlands Protection Act (Chapter 131 Section 40) , The North Andover Wetlands Protection Bylaw Chapter 178) , the Commission's Regulations and Policies. 3 . Other document(s) specif ing construction or installation to be completed, namely - -Pc,* o F' r All d;'�i e ASS jo/8/ I a 4. Any Enforcement Orders issued by vote- of the Commission for violations of the above Order of Conditions. This Agreement shall remain in full force and effect unt il the Applicant, or his, or its executors, devisees, administrators, heirs, successors, and 'assigns has fully and satisfactorily performed all obligations specified herein. Upon completion by the Applicant of all obligations specified herein, on or before the date of expiration of the Order of Conditions, that date being /1 11 /9.1 , or such later. date as may be specified by vote of the Conservation Commission through the �.; %c+"-a_;'.41' � � r •�-tSL, +.'� oiE_'a'+'`2TMr�k-�y''::,.*. ''"�..� ' -ice issuance of an Extension, the deposit of money shall be returned _ to the Applicant upon a vote of the Conservation Commission. The applicant may request a release of a portion of the bond ' as portions of the work are completed. If the Applicant fails to complete the work secured by this agreement by the above stated or extended deadline, the deposit of money may be applied in whole, or in part, by and upon a vote of the Conservation Commission for the benefit of the Town of North Andover to the extent of the reasonable cost to the Town of completing such construction or installation as specified in this agreement. Any unused money and the interest accrued on the .deposit of money, unless said interest is used to complete such construction or installation, shall be returned to the Applicant upon completion of such construction or installation by the Town upon a vote of the Conservation Commission. The Town of North Andover, acting by and through its Conservation Commission hereby agrees to accept the aforesaid deposit of money in the amount specified in this agreement as security for the performance of the construction and installation specified herein. Any amendments to this agreement and/or to the aforesaid security shall not be effective unless agreed upon in writing by the parties to this Agreement. IN WITNESS WHEREOF we have hereunto set our hands and seals on this date: &i1e 1bAk 3 , 19 0n 11 Cjfi Signature of Conservation Commission Chair or Da Conservation Administrator ,1/319 a Signature of Applicant or its Date Authorized Agent © !l ^ y(- 107d Social Security # COMMONWEALTH OF MASSACHUSETTS q ss Then personally appeared � � / �Gc�1�`�= one of the above named represe�nt tives of the Conservation Commission of North Andover, MA and '95POCe A . naAl p- as the Applicant or his/its authorized agent• and, acknowledged the foregoing instrument to be the free act and deed of said parties before me. otary Public �,9'X �G• Q My Commission Expires, �/ 310 CMR 10.99 Form 5 DEP Re No. ( I t-242-53.8__�J (to be orv%,(uw7 by DEV) t =, North Andover Commor.•wealth c rv.Town +r= of Massachusetts Ao0i�a,,, $ayf i P 1 d Dev._ Ca_ T nc. LL: Lot 3A Willow Street, South ' Order of Conditions i Massachusetts Wetlands Protection Act G.L. c. 131 , §40 and under the Town of North Andover's Bylaw Chapter 3.5 Ire From NORTH ANDOVER CONSERVATION COMMISSION _ To Bayfield Development Co. , Inca _ Business Park Trust (Name of Applicant) (IJarne of property ownerl 242 Neck Road, Ward Hill 242 NEck Road, Ward Hill Haverhill, MA 01830 Address Haverhill, MA 01830 Address - — This Order is issued and delivered as follows: [Iby hand delivery to applicant or representative on November 23 1990 (date) by certified mail. return receipt requested on -- ------ -- (`i"Inl This project is located at Lot 3A Willow Street, South, (.South of Bake—N—Joy at Cul—de—sac) The property is recorded at the Registry of Nnrthern I Book 1962 Page 56 & 57 Certificate (if registered) I The Notice of Intent for this project was filed on November 1 1990 —___ Wall,,) The public hearing was closed on November 21 , 1990 (dale) Findings The North Andover Conservation Commission has reviewed Itle above-ref�rpr1ced tlet c- of Intent and plans and has held a public hearing on the project. Based on the rntorrnation 2va11aule tc the NACC at this time. the IACC ---------- has dnl"rrmrir?d that the area on which the proposed work is to be done is sigi,iticarll to file Ipltor�in� int�r�sts in ,!cc rrTru!ce :.,Ih the Presumptions of Significance set forth in the regulations !or each Area Subject to projec-ion Under t1,e Act(check as appropriate): Pubiic water supply Flood control ❑ Land contain sh111ish eing[] FishPrirs Storm darTlagA preventlon /Private water supply Prevention of pollution Protection of wildlife habitat [ Ground water supply State Stiarr? _.$250_'00 Total Filing Fee Submitted $525.00 -- City/Town Share $275Sfa,e F� ,r lion c, Total Refund Due S CitylTown Fortiori S -- (V2 total) (': rolall I f, I � j Therefore, the North Andover Conservation Commission (hereafter the "NACC") hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in -the State Regulations and the requirements of the Town ByLaw, to protect those interests checked above. The NACC orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control. GENERAL CONDITIONS 1. Failure to comply with all conditions stated herein, and with other regulatory measures shall be all related statutes and oth g y , deemed cause to revoke or modify this Order. 2 . This Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3 . This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 4 . The work authorized hereunder shall be completed within one year from the date of this Order (under the Town Bylaw) and three years (under the State Act) unless either of the following apply: (a) the work is a maintenance dredging project as provided for in the Act and/or the Town ByLaw; (b) the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in this Order. 5 . This order may be extended by the issuing authority for one or more periods of up to one year each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill, containing no trash, refuse rubbish or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing. 7 . No work shall be underta ken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department or Court have been completed. �` #242-538 Lot 3A Willow St. 3 s 8. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the North Andover Conservation Commission on the form at the end of this Order prior to commencement of the work. 9 . A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection, File Number 242-538 . " 10. Where the Department of Environmental Protection is requested P q to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 11. Upon completion of the work described herein, the applicant shall request in writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 12 . The work shall conform to the following plans/documents: ite Development Plan - Film Microelectronics, Lot 3A No. Aver Business Park Extension, N.A. , Dated 10/26/90 and revised 1'�1/1 and 11/15/90. V//(b) Notice of Intent submitted by Bayfield Development Co. . prepared by Thomas Neve and Assoc. Dated 10/25/90. (c) etter to Chris Huntress from James Bourgeois dated 11/7/90. (d) Letter to Paul Kneeland, Bayfield Development, from John King, Film Microelectronics, dated 11/5/90. (e) Letter No. Andover Planning Board and Conservation Commission �d Channel 11/7/90 from Stephen Foster, Building Co. re site development schedule. The following documents were also reviewed: Definitive subdivision plan, NABP Ext. Willow St. So. - gship Drive, 12/1/89. \ (g) ')Letter to James Bourgeois from John King, Film is oelectronics, dated 11/21/90 .77 - - --- --- ` == 242-538 Lot 3A Willow St. 4 13. The following wetland resource areas are within the 100 ' buffer zone of the proposed work: bordering land subject to flooding, and bordering vegetated wetland. These resource areas are significant to the interests of the Act and Town Bylaw as noted above. These resource areas are also significant to the recreational and wildlife interests of the Bylaw. The applicant has not attempted to overcome the presumption of significance of 1 these resource areas to the identified interests. i 14 . The NACC agrees with the applicant' s delineation of the wetland resource areas on the site as shown on the plans dated 10/26/90 and revised 11/1/90, 11/15/90. 1 PERFORMANCE & DESIGN STANDARDS 15. The NACC finds that the intensive use of the upland areas and i buffer zone proposed on this site to construct an industrial building will cause further alteration of the wetland resource areas during the construction activities. In order to prevent any alteration of wetland resource areas�beand =resource the Notice of Intent and approved herein10 ' no-cu b be .established--from the edge of the a Jacent wetland areas (exclusive of sedimentation basins) . 16. The applicant shall ensure that 2e 6' swamp white oak (and 1 its root system) shown on the plans in the rear of the building ' will be undisturbed as a result of this project.. The contractor S will contact the Conservation Administrator at least 48 hours rior to any excavation within 50 ' of this tree. i L17 A subsurface impervious barrier, not less that 40 mil thick hall be placed under the rip rap in the rear of the building. �' 18 . No earthen embankment in the buffer zone shall have a slope steeper than 2 : 1. Any slopes of steeper grade shall be \ rapped to provides permanent _-stab.ilization.-._.. 19 . All effluent catch basins shall contain oil/gasoline traps, and it shall be a continuing condition of this order, even after a Certificate of Compliance is issued, that the oil/gasoline traps in the catch basins be maintained. All catch basins shall be free of all accumulated silt and debris before a Compliance is issued and the owner or his/her agent shall so specify in the request for a Compliance. j r #242-538 Lot 3A Willow St. 5 sj _� CHANGES 20. Any changes in the submitted plans, Notice of Intent, or resulting from .the aforementioned conditions must be submitted to the NACC for approval prior to implementation. If the NACC finds said changes to be significant, the NACC will call for another public hearing (at the expense of the applicant) . Within 21 days of the close of said public hearing the NACC will issue an amended or new Order of Conditions. Any errors found in the plans or information submitted by the applicant shall be considered as changes. CONSTRUCTION r231. The applicant shall contact the Conservation Lanon-site. rior to te preparation or construction and shall arrangconference with an NACC representative, the contd theapplicant to ensure that all of the Conditions der are understood. f—T r er a made a part of the contractor' s written contract. The applicant or contractor shall notify the NACC in writing of the identity of the on-site construction supervisor hired to coordinate construction and to ensure compliance with this Order. � / 2-Z. Prior to any activity on site, the applicant shall submit a �;.,+ the NACC detailing the construction schedule/sequence to g proposed work on site to complete this project. \sequence of P P 7 i 23 . The applicant shall submit, to the NACC, a written progress report every 3 months detailing what work has been done in or near resource areas and what work is anticipated to be done over the next period. This will update the construction sequence , listed above -"- --- - 24 . Wetland flagging shall be checked prior to start of construction and shall be re-established where missing so that required erosion control measures between construction activity and wetland resource areas can be properly placed. 25. Prior to any Y activit on the site, a filter fabric fence backed by a single row of staked hay bales shall be placed between all construction areas and wetland areas per Soil Conservation Service or D.E. P. standards. This barrier will be placed as shown on the plan dated 11/15/90. This silta tion barrier shall be inspected and approved by the NACC prior to the start of construction and shall remain intact until all disturbed areas have_ been mulched, seeded, and stabilized -- a-prevent- - erosian�- 3n--additian, a snow fenced shall be placed in front of `I r the siltation fence anywhere that-con-struction is _wi-th-in 10 feet '"of the wetland line.", _.11 erosion prevention and sedim-entation - � —= 42-538 Lot 3A Willow S-24 t. - 6 protection measures found necessary during construction by the - NACC shall be implemented at the direction of the NACC. 26. The applicant shall have on hand at the start of any soil disturbance, removal or stockpiling, a minimum of 100 hay bales and sufficient stakes for staking these bales. Said bales shall be used only for the control of emergency erosion problems, and shall not be used for the normal control of erosion. 27 . Upon completion of construction and grading, all disturbed areas located outside resource areas shall be stabilized permanently against erosion. This shall be done either by i. sodding, or by loaming, seeding, and mulching according to Soil Conservation Service standards. If the latter course is chosen, stabilization will be considered once complete vegetative cover has been achieved. 28 . No exposed area shall remain unfinished for more than thirty ) days, unless approved by the NACC. X ( 9 . There shall be no stockpiling of soil or other materials " within twenty-five (25) feet of any resource area. 30. After p oper 'at `g alI-3isturbed-areas located within a resource area which will not remain as wetland areas, shall be 1 loamed (minimum of 4" of quality loam) , limed, fertilized and seeded. This shall all be done in accordance with SCS guidelines. All disturbed areas located within wetland resource areas which are to be only temporarily disturbed during II' construction, shall be restored to their original grade, soil profile and vegetative cover. Soil used for this purpose will either be wetlands topsoil or a minimum of 4" of quality loam. 31. During and after work on this project, there shall be no discharge or spillage of fuel, or other pollutants into any wetland resource area. If there is a spill or discharge of any pollutant during any phase of construction the NACC shall be notified by the applicant as soon as practical . No construction vehicles are to be stored within 100 feet of wetland resource areas, and no vehicle refueling, equipment lubrication, or maintenance is to be done within 100 feet of a resource area. 32 . Washings from concrete trucks, or surplus concrete, shall not 41 be directed to, or dumped in, any drainage system or wetland ' resource area. _---- - --------- 33 . All waste generated by, or associated with, the construction activity shall be contained within the construction area, and away from any wetland resource area. There shall be no burying of spent construction materials or disposal of waste on the site by any other means. The applicant shall maintain dumpsters at the site for the storage and removal of such spent construction #242-538 Lot 3A Willow St. 7 materials off-site. 34 . Accepted engineering and construction standards and procedures shall be followed in the completion of the project. OTHER CONDITIONS 35. Members of the NACC or its agent shall have the right to enter upon and inspect the premises to evaluate and/or effect compliance with this Order of Conditions. The NACC reserves the right to require, following field inspection, additional information or resource protection measures. I 36. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding or storm damage. 37. No underground storage of fuel oils shall be allowed on any lot within one-hundred (100) feet of any wetland resource area. This Condition shall survive this Order of Conditions, and shall . run with the title of the property. This condition is issued under the authority of the Town of North Andover's Wetland Protection ByLaw. 38 . Fertilizers utilized for landscaping and lawn care shall be organic and low-nitrogen content, and shall be used in moderation. Pesticides and herbicides shall not be used within 100 feet of a wetland resource area. This condition is issued under the authority of the Town of North Andover's Wetland Protection ByLaw. 39 . The conditions of this decision shall apply to, and be binding upon, the applicant, owner, its employees and all successors and assigns in interest or control . 40. A proper bond or a deposit of money or negotiable securities running to the Town of North Andover shall be provided in the amount of $7500. 00 which shall be in all respects satisfactory to Town Counsel, Town Treasurer, and the NACC, and shall be posted with the North Andover Town Treasurer before commencement of work. Said bond or deposit of money shall be conditioned on the completion of all conditions hereof, shall be signed by a party or parties satisfactory to the NACC, and Town Counsel, and shall be released after completion of the project, provided that provision, satisfactory to the NACC, has been made for performance of any conditions which are of continuing nature. The applicant may propose a bond release schedule keyed to completion of specific portions of the project for the NACC' s review and approval. This condition is issued under the authority of the Town of North Andover' s Wetlands Protection Bylaw. #242-538 Lot 3A Willow St. 8 41. In addition to the requirements of Conditions No. 11, the applicant shall submit a letter to the NACC from a Registered Professional Civil Engineer certifying compliance with this Order of Conditions and the approved plans referenced herein (or approved revisions) . A stamped "As-Built" topographic plan of all areas within the jurisdiction of the Wetlands Protection Act and Bylaw shall be submitted when a Certificate of Compliance is requested. This plan will include: a. "As-Built" elevations of all drainage ways constructed within 100 feet of any wetland resource area. b. "As-Built" elevations and grades of all filled or altered wetland resource areas. C. Distances to all structures and elevations within 100 feet of any wetland resource areas. 42 . The following special conditions shall survive the issuance of a Certificate of Compliance for this project: 19 . Maintenance of catch basins. 31. Discharge or spillage of pollutants. 37 . Prohibition of storage of fuels underground. 38 . Limitations on the use of fertilizers, herbicides and pesticides. 4 /42— 538 Lot 3A Willow Street, South Fd f r _``� Issued By NORTH AND0 R _ Conservation Commission Sigriatu cy ' r i This Order must be signed by a majority of the Conservation Commission. I; 21st November 90� On this day of 19 , before me personally appeared Paul L. Tariot to me known to be the persb?i described in and who executed the foregoing instrument arid acknowledged that he/she executed the same as his/tier free act and deed. _ Marie L.Boudrot otary Public My cornniission expires The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land upon which the proposed work is to br� done or any len residents of the city or town In which such land is located are hereby nolihed or Their right to requesl fhe Delrarlrnent of Environmental Ouality Engineering to issue a Superseding Order,providing the request is made by certified mail or hand delivery to the Department,with the appropriate filing lee and Fee Transmittal Form as provided in 310 ClAn 10.03(7),within ten days from the dalo of Issuance of this Order.A copy of the request shall at the sarne lime be sent by cerlihod mail or hand delivery to the Conservation Commission and the applicant. If you wish to appeal this decision under the Town -Bylaw, a complaint must be filed in Superior Court. ��L/ North Andover Conservation Comm. prior to commencement of work. Detach on dotted line and submit to the _--- __--- P To...................................................NAC..........................................................................,............................................issuerg Auttrorrly Please be advised that the Order of Conditions for file project at Lot 3A Willow Street, South_____ _ File Number 242-538 has been recorded of the Registry of Deeds and has been noted in the chain of title of the affected properly in accordance wrlh General Condition 8 on____. r n i 11 recorded land, the instrument number which identities this t r ar sacl o s If registered land, the document number which identities this transaction is Signature ____ Apphcanl Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection !Northeast Regional Office•2058 Lowell Street, Wilmington MA 01887.978-694-3200 DEVAL L PATRICK RICHARD K.SULLIVAN Jt 1. Governor D � � � � � � Szcrutary KENNETH L.KI.-MMELL NORTH ANDOVER CONSERVATION COMMISSION July 31,2012 Mr.Paul Kneeland,President Channel Building Company for United Realty Trust,Robert Webster Bayfield Development Co. 355 Middlesex Avenue Wilmington,MA 01887 Re: Certificate of Compliance Superseding Order of Conditions,DEP File#242-0538 Lot 3A/156 Flagship Drive,North Andover,MA Dear Mr.Kneeland: MassDEP received a Request for a Certificate of Compliance(COC)on April 9,2013 for the above referenced Superseding Order of Conditions SOC accompanied b as-built plans and other supporting information.Based on P g ( ) P Y P PP g review of the material submitted and inspection of the site,MassDEP is issuing the enclosed COC indicating that the work regulated by the SOC has been satisfactorily completed. Please note that the enclosed COC should be recorded in the chain of title for the property with evidence of such recording sent to this office. If you have any questions relative to this action,please contact Elizabeth Sabounjian at 978-694-3259. Sincerely, Heidi M.Davis Acting Section Chief Wetlands and Waterways Program HD/ees cc: North Andover Conservation Commission, 16 Osgood Street, Bldg. 20, Suite 2-36,North Andover, MA, 01845 This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866-539-7622 or 1-617-574-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper V _ C . Department of Environmental Protecti NORTH ANDO VER Massachusetts De P �NSERVATION COMMISSION Bureau of Resource Protection -Wetlands F File Number: WPA Form 8B — Certificate of Compliance _. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 242-0538 Provided by DEP A. Project Information Important: When,filling out 1. This Certificate of Compliance is issued to: forms on the Paul Kneeland, Pres.,Channel Building Co.,for United Realty Trust, Robert Webster Bayfield Development Co. computer, use. Name only the tab key to move 355 Middlesex Avenue your cursor- Mailing Address do not use the Wilmington MA 01887 return key. City/Town State Zip Code 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to: Bayfield Development Co. Name January 28, 1991 242-0538 Dated DEP File Number 3. The project site is located at: Lot 3A/165 Flagship Drive North Andover Street Address City/Town Assessors Map/Plat Number Parcel/Lot Number the final Order of Condition was recorded at the Registry of Deeds for: Property Owner(if different) Essex 4670 226, 227 County Book Page Certificate 4. A site inspection was made on: July 30, 2013 Date B. Certification Check all that apply: ® Complete Certification: It is hereby certified that the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. ❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the above-referenced Order of Conditions have been satisfactorily completed. The project areas or work subject to this partial certification that have been completed and are released from this Order are: wpaform 8b.doc•rev.10_19_05 Page 1 of 4 Massachusetts Department of Environmental Protection r Bureau of.-Resource Protection - Wetlands DEP File Number: ( VVPAfo,rm 8B — Certificate of Compliance. Massachusetts:Wetlands Protection Act.M.G.L. c. 131, §40 "- 242-0538 Provided by DEP B. Certification (cont.) ❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above-referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. ❑ Ongoing Conditions: The following conditions of the Order shall continue: (Include any conditions contained in the Final Order, such as maintenance or monitoring, that should continue for a longer period). Condition Numbers: 17,25, 32, 38, 39,and 41. Please note language and specifications for each condition in the SOC. C. Authorization Issued by: Heidi M. Davis, Acting Section Chief,Wetlands &Waterways Program July 31, 2013 Department of Environmental Protection Regional Office Date of Issuance This Certificate must be signed by the Section Chief or his designee and a copy sent to the applicant. Signature: Se ion Chief wpaform 8b.doc•rev.10_19_05 Page 2 of 4 D. Recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land is located. Detach on dotted line and submit to the Department of Environmental Protection Northeast Regional Office (see address information on next page). To: NERO, 205B Lowell Street, Wilmington, MA, 01887 DEP Regional Office Please be advised that the Certificate of Compliance for the project at: Lot 3A/165 Flagship Drive, North Andover, MA 242-0538 Project Location DEP File Number Has been recorded at the Registry of Deeds of: Essex County . for: Property Owner and has been noted in the chain of title of the affected property on: Date Book Page If recorded land, the instrument number which identifies this transaction is: If registered land, the document number which identifies this transaction is: Document Number Signature of Applicant wpaform 8b.doc•rev.101905 Page 3 of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP Regional Addresses Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Mail transmittal forms and DEP payments,payable to: Commonwealth of Massachusetts Department of Environmental Protection Box 4062 Boston, MA 02211 DEP Western Region Adams Colrain Hampden Monroe Pittsfield Tyringham 436 Dwight Street Agawam Conway Hancock Montague Plainfield Wales Alford Cummington Hatfield Monterey Richmond Ware Suite 402 Amherst Dalton Hawley Montgomery Rowe Warwick Springfield,MA 01103 Ashfield Deerfield Heath Monson Russell Washington - Phone:413-784-1100 Becket Easthampton Hinsdale Mount Washington Sandisfield Wendell Belchertown East Longmeadow Holland New Ashford Savoy Westfield Fax:413-784-1149 Bernardston Egremont Holyoke New Marlborough Sheffield Westhampton Blandford Erving Huntington New Salem Shelburne West Springfield Brimfield Florida Lanesborough North Adams Shutesbury West Stockbridge Buckland Gill Lee Northampton Southampton Whately Charlemont Goshen Lenox Northfield South Hadley Wilbraham Cheshire Granby Leverett Orange Southwick Williamsburg Chester Granville Leyden Otis Springfield .Williamstown Chesterfield Great Barrington Longmeadow Palmer Stockbridge Windsor Chicopee Greenfield Ludlow Pelham Sunderland Worthington Clarksburg Hadley Middlefield Peru Tolland DEP Central Region Acton Charlton Hopkinton Millbury Rutland Uxbridge 627 Main Street Ashburnham Clinton Hubbardston Millville Shirley Warren Ashby Douglas Hudson New Braintree Shrewsbury Webster Worcester,MA 01608 Athol Dudley Holliston Northborough Southborough Westborough Phone:508-792-7650 Auburn Dunstable Lancaster Northbridge Southbridge West Boylston Fax:508-792-7621 Ayer East Brookfield Leicester North Brookfield Spencer West Brookfield Barre Fitchburg Leominster Oakham Sterling Westford TDD:508-767-2788 Bellingham Gardner Littleton Oxford Stow Westminster Berlin Grafton Lunenburg Paxton Sturbridge Winchendon Blackstone Groton Marlborough Pepperell Sutton Worcester Bolton Harvard Maynard Petersham Templeton Boxborough Hardwick Medway Phillipston Townsend Boylston Holden Mendon Princeton Tyngsborough Brookfield Hopedale Milford Royalston Upton DEP Southeast Region Abington Dartmouth Freetown Mattapoisett Provincetown Tisbury 20 Riverside Drive Acushnet Dennis Gay Head Middleborough Raynham. Truro Attleboro Dighton Gosnold Nantucket Rehoboth Wareham Lakeville,MA 02347 Avon Duxbury Halifax New Bedford Rochester Wellfleet Phone:508-946-2700 Barnstable Eastham Hanover North Attleborough Rockland West Bridgewater Fax:508-947 6557 Berkley East Bridgewater Hanson Norton Sandwich Westport Boume Easton Harwich Norwell Scituate West Tisbury TDD:508-946-2795 Brewster Edgartown Kingston Oak Bluffs Seekonk Whitman Bridgewater Fairhaven Lakeville Orleans ' Sharon Wrentham Brockton Fall River Mansfield Pembroke Somerset Yarmouth Carver Falmouth Marion Plainville Stoughton Chatham Foxborough Marshfield Plymouth Swansea Chilmark Franklin Mashpee Plympton Taunton DEP Northeast Region Amesbury Chelmsford Hingham Merrimac Quincy Wakefield 205E Lowell Street Andover Chelsea Holbrook Methuen Randolph Walpole Arlington Cohasset Hull Middleton Reading Waltham Wilmington,MA 01997 Ashland Concord Ipswich Millis Revere Watertown Phone:978-654-3200 Bedford Danvers Lawrence Milton Rockport Wayland Fax: 978-694-3499 Belmont Dedham Lexington Nahant Rowley Wellesley Beverly Dover Lincoln Natick Salem Wenham TDD:978-694-3492 Billerica Dracut Lowell Needham Salisbury West Newbury Boston Essex Lynn Newbury Saugus Weston Boxford Everett Lynnfield Newburyport Sherbom Westwood Braintree Framingham Malden Newton Somerville Weymouth Brookline Georgetown Manchester-By-The-Sea Norfolk Stoneham Wilmington Burlington Gloucester Marblehead North Andover Sudbury Winchester Cambridge Groveland Medfield North Reading Swampscott Winthrop Canton Hamilton Medford Norwood Tewksbury Woburn Carlisle Haverhill Melrose Peabody. Topsfield wpaformSb.doc•DEP Addresses•rev.7/31/13 Page 4 of 4 Commonwealth of Massachusetts Executive Office of Energy &Environmental Affairs Department of Environmental Protection Northeast Regional Office o 205B Lowell.Street, Wilmington MA 01887 978-694-3200 DEVAL L PATRICK �. RICHARD K.SULLIVAN JR. Governor D v�� 1 Secretary TIMOTHY P.MURRAY j 1 4 200 KENNETH L KIMMELL Lieutenant Governor Commissioner NORTH ANDOVER CONSERVATION COMMISSION January 9, 2013 United Realty Trust RE: WETLANDS/North Andover 165 Flagship Drive DEP FILE#242-0538 North Andover,Massachusetts 01845 Lot 3A,Willow Street South North Andover, Massachusetts 01845 Certificate of Compliance Status To whom it may concern: The Northeast Regional Office.of the Massachusetts Department of Environmental Protection, Wetlands Program("MassDEP"), is currently engaged in an initiative to identify projects that have received a Superseding Order of Conditions ("SOC") and have not obtained a Certificate of Compliance. According to our records,MassDEP issued a SOC on January 28, 1991 to Robert Webster of Bayfield Development Company, Inc for the construction of an industrial building and associated utilities,parking lot, and drainage improvements at Lot 3A on Willow Street South. The construction activities included the construction of silt ponds and rip- rap. Based upon a review of the information contained in our file,MassDEP has determined that the SOC for this project expired on January 28, 1994. In accordance with the Wetland Regulations at 310 CMR 10.05(9)(a), "Upon completion of the work described in a Final Order of Conditions.—the applicant shall request in writing the issuance of a Certificate of Compliance stating that the work has been satisfactorily completed." Additionally,the Regulations state that the failure to comply with a Final Order is a violation of the Act(see 310 CMR 10.08(1)(a)). In order to obtain a Certificate of Compliance,please complete and submit the attached Form 8A and include the information described in Special Condition Number 19 in the Special Conditions that are part of the SOC. Upon receipt of your Request, MassDEP staff will conduct a site inspection to confirm compliance in order to proceed with issuance of a Certificate of Compliance. If you have any questions, or if you can demonstrate that the project has already received a full Certificate of Compliance please contact Jill Provencal at 978-694-3250 or jill.provencal@state.ma.us. This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#1-866-539-7622 or 1-617-574-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper Sincerely, j►��GI.P� Rachel Freed Section Chief Wetlands Program-NERO cc North Andover Conservation Commission The Neve-Morin Group, Inc. Page -1- File #242-538 Special Conditions 13 . This Order supersedes all previous Orders issued for the project, file number 242-538 . 14 . No work shall commence on-site until all appeal periods have elapsed and an Order of Conditions has been recorded with the -- Registry of Deeds. - 15. These orders regulate all work taking .place within the Buffer Zone, as defined by MGL. C. 131, s.. 40 as well as any water discharge into a Resource Area from a point -- source. 16. Any change(s) made in the above-described plan, unless specified otherwise in this order, which will alter an area subject to protection under the Wetlands Protection Act, or any change(s) in activity subject to regulation under M.G.L. Chapter 31, Section 40, shall require the applicant to inquire of the Department, in writing, whether the change(s) is significant enough to require the filing of a new Notice of Intent. A copy of such a request shall at the same time be sent to the North Andover Conservation Commission. 17 . Members and agents of the North Andover Conservation Commission and the Department, shall have the right to- enter and inspect the premises to evaluate compliance with the conditions stated in this Superseding Order, and may require the submittal of any data deemed necessary by this Department for that evaluation. 18 . This order shall apply to any successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans. , 19 . Upon completion of the project, the applicant shall submit with their request for a Certificate of Compliance, an affidavit prepared by a professional engineer or land surveyor registered in the Commonwealth of Massachusetts, stating that the site has been developed in accordance with the requirements of this Superseding Order of Conditions, based upon an on-site inspection and the referenced site plan. , . Additionally, the applicant shall submit an as- built plan prepared by a registered professional engineer or land surveyor of the Commonwealth, for all work that has been proposed within the area of the Department' s jurisdiction. Such plan shall indicate in a clear manner the final and actual conditions of the site. 20. Special Conditions numbered 17 , 25, 32 , 38 , 39 , and 41 shall extend beyond the Certificate of Compliance, in perpetuity, and shall be referenced in the Certificate of Compliance. i Massachusetts Department of Environmental Protection DEP File Number: ILIBureau of Resource Protection -Wetlands WPA Form 8A ® Request for Certificate of Compliance 242-0538 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. Project Information Important: When filling out 1. This request is being made by: forms on the computer, use Name only the tab key to move your cursor- Mailing Address do not use the return key. City/Town State Zip Code Phone Number 2. This request is in reference to work regulated by a final Order of Conditions issued to: Applicant Dated DEP File,Number Upon completion of the work 3. The project site is located at: authorized in an Order of Street Address City/Town Conditions,the property owner must request a Assessors Map/Plat Number Parcel/Lot Number Certificate of 4. The final Order of Conditions was recorded at the Registry of Deeds for: Compliance from the issuing authority stating Property Owner(if different) that the work or portion of the work has been County Book Page satisfactorily completed. Certificate(if registered land) 5. This request is for certification that(check one): ❑ the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. ❑ the following portions of the work regulated by the above-referenced Order of Conditions have been satisfactorily completed (use additional paper if necessary). ❑ the above-referenced Order of Conditions has lapsed and is therefore no longer valid, and the work regulated by it was never started. Page 1 of 2 wpaform8a.doc••rev.7/13/04 LlMassachusetts Department of Environmental Protection DEP File Number. Bureau of Resource Protection -Wetlands WPA Form 8A ® Request for Certificate of Compliance 242-0538 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP A. Project Information (cont.) 6. Did the Order of Conditions for this project, or the portion of the project subject to this request, contain an approval of any plans stamped by a registered professional engineer, architect, landscape architect, or land surveyor? ❑ Yes If yes, attach a written statement by such a professional certifying substantial compliance with the plans and describing what deviation, if any, exists from the plans approved in the Order. ❑ No B. Submittal Requirements Requests for Certificates of Compliance should be directed to the issuing authority that issued the final Order of Conditions (OOC). If the project received an OOC from the Conservation Commission, submit this request to that Commission. If the project was issued a.Superseding Order of Conditions or was the subject of an Adjudicatory Hearing Final Decision, submit this request to the appropriate DEP Regional Office(see http://www.mass.gov/dep/about/region/findyour.htm). wpaform8a.doc••rev.7113/04 Page 2 of 2 97,& O of oo&o , - ✓rof`CkCYf ✓ 6z;9"!/ V 6ommonweaM Daniel S. Greenbaum `l�o&zwl, 0/&0/ Commissioner (617) 935-2160 January 28 , 1991 Mr. Robert Webster RE:WETLANDS/No. Andover Bayfield Development Co. , Inc. DEP File #242-538 242 Neck Road, Ward Hill Superseding Order Haverhill , MA 01830 of Conditions/ Lot 3A, Willow St. South Dear Mr. Webster: The Metropolitan Boston/Northeast Regional Office of the Department of Environmental Protection has completed its review of the above-referenced file in preparation to issuing a Superseding Order of Conditions. Pursuant to the provisions of Massachusetts General Laws, Chapter 131, Section 40, the Department is issuing the enclosed Order of Conditions allowing the project based upon: 1) information and plans submitted, 2) information gathered during the on-site inspection, conducted January 9 , 1991, and 3) reasons the Department has deemed necessary to protect the statutory interests identified in the Wetlands Protection Act. i The project site is located at Lot 3A on Willow Street South in North Andover. The proposed project consists of the construction of an industrial building with associated utilities, parking lot and drainage improvements. On December 6, 1990, the Department appealed an Order of Conditions for this project, issued on November 26 , 1990 by the North Andover Conservation Commission, because of concerns about an increase of flooding on adjacent property, potential scouring, siltation and contamination to Bordering Vegetated Wetland from the point source discharge of stormwater, and therefore, how the project, as conditioned, would contribute to the protection of the interests of the Wetland Protection Act. The Department' s review of the file, on-site inspection, and additional information submitted confirmed that the project site contains the following Areas Subject to Protection Under the Act: 1) Bordering Vegetated Wetlands (BVW) ; 2) Land Under a Waterway and 3 ) Bordering Land Subject to Flooding. In accordance with the Wetlands Protection Act and its Regulations, the aforementioned Areas are Original Printed on Recycled Paper ' f Page-2- File #242-538 . presumed to be significant to the statutory interests as identified on Page 1 of the attached Order. The Department has determined that the project as revised and conditioned will not result in the alteration of resource areas. Therefore, it is the Department ' s opinion that with proper mitigating measures the proposed project will meet all performance standards and should be allowed. The Department is of the opinion that the enclosed Superseding Order of Conditions allowing the project serves to protect the interests of the Wetlands Protection Act, Massachusetts General Laws, Chapter 131, Section 40. Please be advised that it is the Department' s responsibility to address only those interests identified in the Act. However, the Department reserves the right, should there be further proceeding in this case, to raise additional issues and present further evidence as may be appropriate. Should any party dispute these findings, please consult the language in the Order which specifies your rights and procedures for appeal . Should there be any questions in this .matter, please contact Ms. Elizabeth Sabounjian (617) 935-2160. Very truly yo rs, Sabin M. Lord, Jr. Regional Engineer for Resource Protection SML/ES/es cc: North Andover Conservation Commission, Town Hall, North Andover, MA 01845 Thomas E. Neve Associates, Inc. , 447 Boston Street, Topsfield, MA 01983 Wetland Preservation Inc. , 569 North Street, Georgetown, MA 01833 310 CMR 10.99 ��ND. _ 242-538 Form 5 (To be owoow ar pEM c TOW„ North Andover Commonwealth Ravf ield Development of Massachusetts ADDS Cdnt— ; Company, Inc. SUPERSEDING Order of Conditions Massachusetts Wetlands Protection Act G.L. c. 131 , §40 Department of Environmental Protec Fromti Mr. Robert Webster Inc. same To Bayfield Development Company, (Name of property owned (Name of Applicant) 242 Neck Road, Ward Hill Address Address Haverhill MA 01830 This order is issued and delivered as follows: (date) n by hand delivery to applicant or representative on by certified mail,return receipt requested on January 2R 1 g91 (date) This project is located at Loot 3A, Willow Street South — The property is recorded at the Registry of Northern Essex Book 1962 Page 56 &57 Certificate(if registered) November 1 , 1990 (date) The Notice of Intent for this project was filed on _ November 21 , 1990 (date) The public hearing was closed on Findings Department has reviewed the above-referenced Notice of The the Intent and plans and has held a public hearing on the pro DepaBtment the information has de ermined that Department at this time. the inIL the area on which the proposed work is to be done is si -rests in ons f nr each A eto theta Subject to Protection Under theth the Presumptions of Significance set torch in the regulations o Act(check as appropriate): ®• Flood control ❑ Land containing shellfish ® Public water supply prevention [$ Fisheries ® Private water supply ® Storm damage Prevention of polt+�t`-"ri � Protection of wildlife habitat ® Ground water supply ® $250.00 $525.00 S1111Q Share Total Filing Fee Submitled (+/: lee in excess of $25) City/Town Share $275.00 - State Portion S Total Refund Due S City/Town Portion S __— (/2 total) (+/2 total) 5•t 310 CNIR 11/10/89 Therefore. the Department _hereby finds that the following conditions aro necessary, in accordance with the Performance Standards set forth in the regulations, to protect those inter- ests checked above. The Department orders that al;work shall be performed in accordance with said conditions and with the Notice of Intent referenced above.To the extent that NSA fol- lowing conditions modify or differ from the plans. specifications or other proposals submitted with the Notice of Intent,the conditions shall control. General Conditions 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory meas ures.shall be deemed cause to revoke or modify this Order. 2. This Order does not grant any property rights or any exclusive privileges:it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes,ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the loliowing apply: (a) the work is a maintenance dredging project as provided for in the Act:or (b) the time for completion has been extended to a specified date more than three years,but less than live years, from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill,containing no trash,refuse,rubbish or de- bris,including but not limited to lumber,bricks,plaster,wire.lath.paper,cardboard,pipe, tires,ashes. refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or,if such an appeal has been filed,until all proceedings before the Department have been completed. B. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the end Court for the district in which the land is located,within the chain of title of the affected property. case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done.In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon Department the proposed work is to be done.The recording information shall be submitted to the on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words,'Massachusetts Department of Environmental Protection, File Number ' 242-538 10. Where the Department of Environmental Protection is requested to mako a determination and to issue __. a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 1 1 . Upon rOMDlelion of the work described herein,the applic:ai it steal;forthwith request in writing that a Certificate of Compliance be issued stating that the work has h"n satisfactorily completed. 12.The work shall conform to the following plans and speriai conditia.is: 5.2 11/10/89 .110 C, - 280.42 Plans: Title Dated Signed and Stamped by: On File with: Site Grading & Utilities/ Film Revised Thomas E. Neve, R.P.E DEP Microelectronics 1-16-91 #20138 Sheet L2-1 Site Details/Film Revised ' Microelectronics 1-16-91 Sheet L3-1 Special Conditions(use additional paper it necessary) (See attached Special Conditions numbered 13 - 42) ......................................................................................................................................... (Leave Space Blank) 5.3B 11/10/89 310 C NIR - 2B0.4.1 Page -1- File #242-538 Special Conditions 13 . This Order supersedes all previous Orders issued for the project, file number 242-538 . 14 . No work shall commence on-site until all appeal periods have elapsed and an Order of Conditions has been recorded with the Registry of Deeds. 15 . These orders regulate .all work taking place within the Buffer Zone, as defined by MGL C. 131, s. 40 as well as any water discharge into a Resource Area from a point source. 16. Any change (s) made in the above-described plan, unless specified otherwise in this order, which will alter an area subject to protection under the Wetlands Protection Act, or any change (s) in activity subject to regulation under M.G. L. Chapter 31, Section 40, shall require the applicant to inquire of the Department, in writing, whether the change (s) is significant enough to require the filing of a new Notice of Intent. A copy of such a request shall at the same time be sent to the North Andover Conservation Commission. 17 . Members and agents of the North Andover Conservation Commission and the Department, shall have the right to enter and inspect the premises to evaluate compliance with the conditions stated in this Superseding Order, and may require the submittal of any data deemed necessary by this Department for that evaluation. 18 . This order shall apply to any successor in control or successor in interest of the property described in the Notice of Intent and accompanying plans. 19 . Upon completion of the project, the applicant shall submit with their request for a Certificate of Compliance, an affidavit prepared by a professional engineer or land surveyor registered in the Commonwealth of Massachusetts, stating that the site has been developed in accordance with the requirements of this Superseding Order of Conditions, based upon an on-site inspection and the referenced site plan. Additionally, the applicant shall submit an as-built plan prepared by a registered professional engineer; or land surveyor of the Commonwealth, for all work that has been proposed within the area of the Department ' s jurisdiction. Such plan shall indicate in a clear manner the final and actual conditions of the site. 20. Special Conditions numbered 17 25, 32 , 38 , 39 , and 41 shall extend beyond the Certificate of Compliance, in perpetuity, and shall be referenced in the Certificate of Compliance. Page -2- File #242-538 Special Conditions 21. The applicant shall notify the Department and the North Andover Conservation Commission, in writing, 48 hours before any activity commences on the project site and shall advise the North Andover Conservation Commission of the name (s) and telephone number (s) of the person(s) responsible on site for compliance with this Order. This list shall be re-submitted if any changes are made to it. 22 . Prior to any activity on site, the applicant shall submit a construction schedule/sequence to the Department and the North Andover Conservation Commission detailing the proposed sequence of work on site. 23 . The developer or contractor responsible for the project ' s completion shall be notified of, and understand, the requirements of this Superseding Order. A copy of this Order shall be on-site while activities regulated by this Order are being performed. 24 . At least every three months construction activity occurs on site, and for as long thereafter as ground remains unstabilized, the applicant shall submit a report from a registered professional engineer, to the Department and the North Andover Conservation Commission certifying that, to the best of his knowledge and belief based on a careful site inspection, all work is being performed in compliance with this Superseding Order of Conditions. This is to facilitate review of compliance to the plan and these conditions. The inspection engineer shall notify the Department and the North Andover Conservation Commission immediately in writing if removed from or no longer involved in the project. 25. A permanent 10 foot "no cut" zone shall be established from the edge of the Bordering Vegetated Wetland (exclusive of sedimentation basin/velocity dissipator placement) . 26. The applicant shall ensure that the 26" swamp white oak (and its root system) shown on the plan in the rear of the building will be undisturbed as a result of this project. The contractor will contact the North Andover Conservation Commission at least 48 hours prior to any excavation within 50 feet of this tree. 27 . A subsurface impervious barrier, no less than 40 mm thick, shall be placed under the rip-rap in the rear of the building. 28 . No earthen embankment in the Buffer Zone shall have a slope steeper than 2 : 1. Any slopes of steeper grade shall be rep-rapped to provide permanent stabilization. 29 . All disturbed or exposed soil surfaces shall be temporarily stabilized with hay, straw, mulch or any other protective covering and/or method approved by the U.S . Department of Agriculture Soil Conservation Service. Page -3- File #242-538 Special Conditions 30. All final earth grading shall be permanently stabilized by the application of loam and seed or sod. 31. The storm drainage system shall be constructed during the initial phase of the project so that it may be functional during construction. Said structures shall be kept free of silt and debris to ensure their proper operation. All storm drains shall have siltation control fabric placed on top under the covers and shall be maintained until construction is completed. 32 . Catch basins or manholes shall be fitted with sumps and oil/gasoline traps which shall be maintained and cleaned at least twice a year or more frequently if needed. This is a continuing condition of this order and will not expire after the issuance of a Certificate of Complian ce. 33 . All catch basin drainage points, or other point source discharge points, shall have .rip-rap, silt ponds or velocity dissipators installed as shown on the plans to disperse stormwater energy. 34 . Washings from concrete trucks, or surplus concrete, . shall not be directed to, or dumped into, any drainage system or wetland resource area. 35. Prior to any earth moving activity, a row of filter fabric fencing, backed by one row of staked haybales placed end to end, shall be placed upgradient of all resource areas along the limit of activity between all disturbed areas and the wetland. This shall also define the limit of activity downgradient of which no work shall take place. Additionally, snow fencing shall be placed upgradient of the siltation fence in any place that construction is within 10 feet of the wetland edge. These erosion and maintained in a state of good repair siltation controls shall be mai until all disturbed areas have been stabilized, or until a determination by the Department stating that control measures are no longer necessary. 36. The applicant shall move swiftly to control any erosion problems r that occur on the site. The Department reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. 37 . Any dewatering activities on the project site in which water will be released to Resource Areas or storm drains shall make use of a settling pond or similar device to remove sediment before water is released. 38 . Fertilizer utilized for landscaping and lawn care shall be low in nitrogen content and shall be used in moderation. Pesticides and herbicides shall not be used on site within 100 ft. of a resource area. Page -4- File 242-538 Special Conditions 39 . No sodium based or other deicing agent is to be used on paved surfaces, and any arrangement for snow removal shall so stipulate. 40. Equipment storage and refueling operations shall be situated in an upland area at a distance greater than 100 feet from a Bordering Vegetated Wetland. 41. There shall be no underground storage of fuel or other hazardous substance on the property within the Buffer Zone. 42 . All debris, fill and excavated material shall be stockpiled far enough away from resource areas as possible and surrounded by staked haybales to prevent sediment from surface runoff entering not less than 25 feet) . At no time shall an debris the wetlands ) Y ( or other material be buried or disposed of within that line marked on plan as a Resource Area or Buffer Zone. Findings Pursuant to M.G.L. Chapter 30, Sections 61 to 62H Inclusive (M.E. P.A. ) This project as described in the Notice of Intent for DEP File #242-538 is "categorically exempt" pursuant to the "Implementation of the Massachusetts Environmental Policy Act" as adopted by the Secretary of Environmental Affairs. This project is "categorically exempt" as the Wetlands Thresholds established under 301 CMR 11. 26 (7) (a) of M.G. L. Chapter 30, Section 62 to 62H inclusive, have not been exceeded. This finding is only applicable to activities proposed for the above-reference file number before the Department of Environmental Protection, Division of Wetlands. It does not relieve the applicant from complying with additional M.E. P.A. requirements when applying for permits from other applicable departments or agencies. Page -5- File #242-538 Special Conditions APPEAL RIGHTS Time Limits This Order is an action of the Department. If you a aggrieved by this action, you may request an adjudicatory hearing. A request for a hearing must be made in writing within and postmarked within ten (10) days of the date this Order was issued. Contents of Hearing Request Under 310 CMR 1 . 01 (6) (b) , the request must clearly and concisely state the facts which are the grounds for the request, and the relief sought. Additionally, the request must state why the Order is not consistent with applicable laws and regulations. Filing Fee and Address The hearing request along with a valid check payable to Commonwealth of Massachusetts in the amount of $10 0. 00 must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver as described below. Exceptions The filing fee is not required if the appellant is a city or town (or municipal agency) , county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. Waiver The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an .undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts believed to support the claim of undue financial hardship. r r Issued by the Department of Enviropimental Prokiectio i Sionature On this 28th day of January 19 91 before me Lord, Reg Enq. for Res. Prot. to me known to be the person Rersonally appeared Sabin M described in and who executed the foregoing instrument and acknowiedged that heishe executed the samE as hts%her free act and deed. Notary dC J My Commission expires The applicant.the owner,any person aggrieved by the Superseding Order,any owner of land abutting the land upon which the promed work is to be done,or any ten persons pursuant to G.L.C.30A.S 10A,are hereby notified of their fight to reousst an adtudicatory,hearing pursuant to G.L.c.30A. !10.provrdin0 the request is made by candied mail or hand delivery to the Depariment,wrth me appropriate filing fee and Fee Transmmal Form es provided in 310 CMR 10.03r7),within ten days from the dale of issuance of this Superseding Order,and is addressed to:Docket Clerk.office of General Counsel.Department Of Ethmon tm mental Protection.One Winter Street.Boston;MA 02108. A CODY Of the request small at the same time be sent try certified mail Or hand delivery to the conservation commisdon,the applicant,and any other party ' A Notice of Claim for an Adludicalory Hearing shall comply with the Department s Rules for Adjudicatory Proceedings.310 CMR 1 01 f61.and shall contain the lollowrnp information: la) the DEP wetlands File Number,name of the applicant and address of the protect. (b) the complete name,address and telephone number of the party filing the request.and.II represented by counsel.the name and address Of the attorney: Ic) the names and addresses of all other parties,it known: Itll a clear and concise stalement.of I 1)the facts which are grounds for the proceeding,(21 the objections to this Suoersedtno Order. including specifically the manner in which it is alleged to be inconsistent with the Department's Wetlands Regulations(310 Cf.1R 10 001 ano goes not contribute to the protection of the interests identified in the Act.and(3)the relief sought through the adiu• ddcalory hearing.including specifically the changes desired in the Superseding Order: (et a statement t''.at a copy of the request has been sent to the 80ofrcaril.the conservation commission and each other party or reo- resentahve of such parry,it known. Failure to submit all necessary information may result in a dismissal by the Department of the Notice of Claim loran Adjudicalory Hearing Department prior to commencement of work. Detach on dolled Ilns and submit to the ........................................ .............................................................................................................................. To Department Of Environmental Protection !SsumgAuthority Please be advised trial the Order of Conditions for the project at and Fie Number has been recorded at the Registry of has been noted in the chain of title of the affected property in accordance with General Condition 8 on , t9 If recorded land. the instrument number which identifies this transaction is if registered land.the document number which identifies this transaction is ADDI-cant Signature 5.46 11/10/69 310 C IAR - 280.46 'N `. - +�!aP attini�..t-1,•A• 1\ti. i j - r •. y .''+3�+.fi ca,. ',F r,� 4 Y. `$�i i r,=.�,,,r... = ^.'- •1 ., ?-a+�Pfli'�'���7f� .x,s"1 i v�'r. ? +�:r�y c }i d�� .. ,K ,fir � r, : �••2� � t�y f� ' y., 1;; ti.G 3 'e smtW. ,•♦,. a :z� s - �1`"f•F�''; �" - as ins is �"�,.Fg�b�'a��pp(( as� `��`} .i `� V��, cS: t � 6N FI P ® 4 �, x, R L C' I Y k:. 12p Main Sl* 91648 r /�yY�.C�b1p7.�V� 6�(q. g� a,t;', ,�1. i t� ''U�.O�y 1t•';�1�: , .'*:a•-CONlY,fi� x r .'=.'."`.'••°SC A7�:V'z � '" •� -�.'. ..4Fr - 1.1d e, .it��ti"_[t 4 = ATIOH; g t p.,�T/�*'Co NOR�1I Pi.ANN1lV0;;" l� 1 'w���" � Dl�i� ;etiscbg+ 'k+53�"i •1 :xS�, ,:ri,t �� nE=s z ° ��°`SI a y ti T 4._0 #f w ,;•.� �o W 4.I J�A D�I ��` /�9 x ::•r .�3,54 F�:'�tt•f`y'lt `�k f - it-•x s n~*�� .f: a'v'��� ,"'�• 3. it r MODIFICATION � s TO ORDER OF CONDITInua O ;j; U1 File No. 242_S'fa `o:�+'+ %r + . -- � {,Rs• • i�' eP P 7 Project � 5 i—et '�$ N. Andover A��ein�wa Fqr t;-•—""'tnP" a1 The.NORTH ANDOVER CONSERVATION COMMISSION at it meeting on October 21, 1992 , agreed to accept -mine AAA I-ex t-ha hixftAfnS t and pnrking moos to meet the requirements of a new tenan,,t comn�eny i, plan by T.Neve doted Sept. 23, 1992 as a Modification to the Order of Conditions issued in file #242-fig, dated si J2,tig; �11 and recorded in Book and Page i a Is od by t ORT11 AN VER CONSERV ION�O SIONi ��1� On this .21'r day of C dhllo 19 ,. before me personally described in an executed the foregoing instrument and '17 acknowladged that they executed the same as their tree act and deed as tt'e true vote of the CONSERVATION COMMISSION. otary Publi c.Ti4wKT �994 M Commission Expires A receipt Prom the Registry of Deeds must' be submitted to . this Office , showing- that this Modification has been $'; rec referenced grded and to the Book and Page numbers where the original Order' -' 1241- ,was• rGCOkded. _1 ,S a .r •. �h. ��•., �'� ..a�ii�:,9�E :!E � � D�.��E� h :.ate .� § b�f Hh �� a�:�...��$ a �■ � � a � r � m a g : �r g cq 03 be Es•H E, g. P.�S E.-' � a,��E�!a ���` �� �.E�g$} �E. b 3t a �, 6 �^ � , .i �•{. r{ �L� H gh � E 3E... 17, is OEMell a 93 ba m 've' p S t j a 9 a IigeB Elm1383 - 8 D I g g F " E 6 13oab as to - �. i BK3211 DR3215 :. I ..-. .. .. .... - _. I .. -.. _ Page - ^.. .. E _. __.. . . .. ,_.._...._._-... .- - 2 . 5• ai "Pile 12e2-538 I 1'� Page 1 I- � Spacial Conditions ' file 42a2-518 - 2 The an shall 1anti .�_.. Special Conditions.....-_ t t - applicant !tpe•Depprtment and the North Andover { 'i 1. e e 1 !y a ` ;y-- Conservation Commission, 1n writing, 48 hours before any activity -`S t'.;: n. commences on tpa project site and shell-advise the North Andover 12. Thla Order supersedes all prwleue orders Sssu�d:,Sor',tne;ptoject, -p4C i _ .._._.__.. -. ,t1 .,.. ••Conservation Commlenion:of the'name(a),and tolepsononumber(a) of 'tlla'mnWr'!aI-576. t `1 p responsible on site for.compliance with thin Order. . ,. ... ...�_.,.. t � � -. the parson(s) res .,. k Tpls.liet shall.- ro-submitted !t nny_"nq°o ere.made to it. , le. No waft,shall,aoamend o:rslta until-all appsel periods.have , 7 .,x. ,.•,i-:c ..-. � olayeed and aq Order of Condltlona has been raeotded with'the 22. Prior to:anylactiblty on alto,,the applicant shall.submit a let of Deeds. ry. :.:construct lonaehedula/sequence.to-the.De rtment and the North 1S. The"orders regulate s21 work taking place within the. •'� _ •i '.«r.•: .Andover Cossorvation'Commiss lon:detellinq ehe.proposed sequence of C Buffer tone, as defined by NGL C. 11i, s, a0 as call es r �? •vork'on;alto. 4S. } any water discharge Snio;a Resource Area'from a polar' 1 21 The developer or contractpr,reaponsible.for-the projedt+e - ,�I� completioo-shall be'notified'of, and understand;:the requirements of`thle Superaedinq'•Order: _,A'copy:of.thls,Ordar shall be on-site y 16. Any ebange(e) mad*in the above-described*plan,,unless specified • yr pslle'eetivitiea t "ated;b i { ' otherwise in this order, which will alter on-area'subjeot to .� .-._ -, a9 -.. ',this are Doing performed. y protection under CM Wetlands Protection Aot, or any change(s) in 2a. At least every three menthe conatnietionactiv t 7occurs on alto, ` activity subject to regulation under N.G.L. Chapter.71, Section end for ea to thereafter.as round.remnins:unstabllIzed. ins 17�If e0, stall require the applicant to inquire of the Department, In *,applicant shell submit'a q '� , report.from.a registered writing:whether the change(s) is significant enough tore uireoq professional 9 ` ? '+en loser•to the`De I�. m9 -copy-of such'a request _ - g partment_end the Notph:Andover Conservation the tll! of a new Notice en Ito the..A ""Commission�certitylhg-that;to the best of his knowledge and spell at the soma time De sent Co the-North Andover,Conservation i belief based on a careful_alteInspection,all work:ls being Commission.. .. performed in comppliance.with thre Superseding Order of Conditions, 17. nsmbaro and agents of the North Andover Conservation commission - F - :This le to tabilitate:revlar-of compliance to.ths plan and those �1`r IFFF conditions.-"The Inspection engineer shall notify the Department and-the Department., to evaluat can the,right to enter end Inspect the [�•iB. and!Ms North Andover- Commission in I>nl r premises to evaluate rnepliance with the conditions stated !n this _ y Superseding Order, and Any require the submittal of any data, 'x` ritlnq,it. omovad..from_°r-;no.:longer.involvedcln•phe project. {r; doomed-neemeary by this Department for that evaluation. - - - ' �- -•-' ' :. .: ._.:. ..... l A ormarent 10 foot'•n°cute gone shall.ba+eatablished from the tt 20. p I ty 16. This order shall apply-to'apy successor-in control or successor in - . edge of the Bordaring.vegetated Natland (exclusive of - i interest of.the property described In the Notice.of Intent and sodlmentati°n basin/valocltY dissipater.placement)., eoeompnnying plena. 26.'Ttie applicant shall"ensure-that.tha:.26".swamp white oak (end its i19. Upon completion of the.project,+the appllcant shall submit with root-system).shown on the.plan in the.mar'of the building will be Ir i their.request.for a Certificate-of.Compllance, an affidavit '.1i undisturbed as a.resglt.of,thin:project. The,contractor will No 1t+ contact the rth.Andover Cosservat on,Commiseion•at least ae tr proper"by a professional engineer or land.ourveyor registered In 'pours prior to any excavation within SO f!ha Commonwoalth of Massachusetts,-.stating that-the.site has been pet of•this true. k developed in accordance with the requiremants.of.this Superseding 27. A suDsurfaca_i rvious barrier, .., A order of Conditions, based upon an on-site inspection and.the - mP° less than ao ma-thick, Mall t. refenneed site plan. _ ., be-Placed .the.rip-TAP,.in-the mar-of the-building. ..... `�• "De pl sad under. .. Additionally, the applicant shall:oubmit as an-built plan �28.'N°-eartpen ambsskment in the Butters tone:Mall'have A slope prepared by a.registered,professional.engineer or .` `. ,'�` •.. Ltaspae than an 2:1. Any elopes of ataoper grade Mall be rep-rapped t� lend surveyor of the Commonwealth, for all.work that.has e.Provi e,:Permahsst-Stahl ration.._. been proposed within the area of-the Department's" jurisdiction. Such plan spell indicate In s clear"mnnnor the 29:All disturbad.er exposed,soil:surfaces7shall be temporarily final lined with hay, straw, m and aetuel".eonditiane of the site. stab lined or any other protective covering V♦ _ and/or method approved by the U.s. Department of_Agriculture Soil -. '•]ti't:a..^; -.rt 1.::f,-.v x._'. p20. spa0!nl Conditions numbered 17. 75- ]2. ]6. ]9'� Mlishall :tend psys "t a Certificate of ComPperpetuity.lenco in and ahell•ba•retereneed�ia�theCartitleate"of'Compllante. '1- r r. 5,t✓ ''I ., {r! .. i ( l i� ri, 1'1`yjia'�.rE�Z-f�j T�`;'i'.i 7; r "•r+y-lit 7f` !7'1, t �., x ..S' :1. ♦t �'�' ♦ ( � `'✓ tf tZ�Sj�.. /.a !I ; � ,tr�°F ( .t' �/; 1 K ,F+ „�. ��I ' � - " .•.e. ..a,.`?- �..,�a�t1�.;i;•t RLd:Ftf�X., �>. .. - •. rv; :6,.f+. �.'... .,. _ .._ � ,�,.,,,�, I) � , 32 15 t .•. -, 'e n .. - Fl l 3�2-578padiel Condtior Spacial Conditlo na '4„t T.` � 30. All final M application oflo shell-De.petmanently'otaDlllt�:DY Lpe;''•. .'f f r ie. No .odlua based or.othor•deicinq a p ape _. and seed at ao0,. _ '� I"�'.; surfaces,.and any atrangemonS to b t for snot removal°shp13 on 0o Paved 31. The etof the inspro -aystow'sliell lro'cofeat 40..Equipment storage and�r.tuelinq operations shall De eieuaced !n phase of the rolled duzieq the initial ,upland area at a'distanco pro s ao that i!may W.functional during - vegotatod wetland. greater than lop feat from a Bordering debris to en. geld their ctures shall Oa kept free-ot.aiit.and debrCOMis to ensure their,Proper;o ration. d +' ` have siltation Control tabrlo' All-stars drains shall "� �Il._ihereiehall be no underound shall be maintalned-unttl constirucatdlonnieoP under the covers and t fi , .r ai subs[anq.on the Dropart storage of fuel or other hazardous ` -,. dosplaM." _ Sr. {.c; ,, . .•.v...?:::. .. .Y.within.[Aa Buffer Zone. 72. Catch basins or mM01as--spell be'fltted witA.suopa•sell•- t] All debris, till andmaterial' _ t ell/gasol Sne'traps which ehall'be.malntal -� maugb awe excavated shell be stockpiled tar •!.;'- -- tries. nerd cleaned a[ least. Y frrom resource areas as Possible and surrounded by Year or'more tragoentlYp it --ad.�This,is.;continuing •..'staked haybal01 to prevent Sediment-from surface runoff ,. condition of this"Order-and will"not expire after'tbe;Issuance of the watlande (not lees than 25 feetY entering a Certificate of compliance. ' 'u ). At no time shall an debris ••.oz oihar.matatla3•De buried or disposed of within that Lin.marked _. .. 15a n\ on lan:as:aReaourceBuffer 77. All Catch Dasln'drsini .. - points. Shall'have ri 9s Points. or otAas;Point source�dlscharge _3- -.z •,. ...,.. ... - .. one. _ P ,,. Area or 'L t l;l p-Yep:`silt Pons or-velocity.dissipators - .:..'. Installed as shown an;U0 plans to disperse storawator.•seargY,. ,Plndinge Pursuant to M.G.L. Chap ]0, -.Y. 74. wasAinga.tros eonciate'trueks:'or sutplus concrete...site!! not be ' sail directed.to, or dumped-into, eery drama s System or wetland i ,< (M E PeAH)Inclusivo +z:• 8 one , 9 y ,,..... .-;- -resource area; .. _ .Tnta projast ea deeerlDod in the Notlee of Intent [or OEP Flle ,. Nci38 !s •wtagorlwlly exomPt" pursuant to the •Implementation of , 75. Prior to any aareh'mwingactivlty, arow'o[filter Iabrie -i aseeAuwet°'Envlronaental Poll "'I lensing backed bY'orro row of da Cr ry Act• a adopted by the _ I Ybalas placed and to and, exam ry of tnvlronmantal Affalra. ?nis Drolpet ie • shall Do pleeW upgeallpnt-Ofdistu all resource areas aleaq.the limit 'c; Pt• es the Metlarole Thresholds aatabl isnad under.701ep�jprteal ly of activity between alldlslurDad areaa and the wetland. This (7)(a) of M.G.L. CAaptar ]0, Sactlon 62 t'b 6 31.Is •!• no- shall also define the limit or me boan.ekceodae. ill lnelusivo, have not j':}' work shall take Plaoo.:..Additionally,on ncing yell be pieced s • .. _- ... K} upgradient of the siltation fence in an 'q" This:t la wlthln 10 feet of the wetland edge, y7 Placeetthat c nstroctton _ ledinq it only appl!cable to activities iabova�ralareagflla number before the D. prop* for the elltatlon controls,Shall-be maintained to a State Of good repair Protection, DSvtolon of Matlanda. It does npr�ant of Environmental sM11 all disturbed.areas+have baerY etaDillted, or until a 3r tTan�DlYing-with additional M.E.P.A. r. i relieve the<applycpnt determination.by the trePertmsnt stating that control'mansuras era ..' ' _ ff em longer.naeewary.: .. :... .; _ _ -_. ,y a9 erg for 76. The applieen4 Shall-movr.awittlyaocontrol a - .. .:?=' '•: '' Porslts from otho that occur- any erosion problems ...mot.. ..... .. .. ._ ... - _.._,.. r:aPPlleabla,dapar[man is when acetyl otional tee o The oppattmant•reServes the right to " •`�require additional erosion said/or damage i i y � my dean reassess .....:.. .. 9 Prevention crontkoln;It } , rye ( � ]Y. Any dewaCarl - nq activltlw:on.the protect site in which water will be released to Resource Areas or storm drains shall makd use of e _ settling Pond or.slrallarr.deviee toeremove sediment released. before. -, ..valor la 7a. Fertilizer utilised for landscaping all lerh-mro•ehall'ba low � ! a 9 nitrogen content and shall be used-in mxrdaratlon. Pesticides andin herbicides shell.not be.used.°n.site within.100 YL. ofa resource area. : 1_ I,F - - - x \V � ( 4 c F 1 f '1� tt�N'•I) 1 .., ♦ t iFe;�.�tt'_',_'Ly''i 3e 'Y'�"j• 1�'i iw t� - E �'`ti'v ..t. y: BH3E18 .. _. . . rat "- $11e1]I]-538 i w,ae ar ra Depvinvm aE,n.r.nwuity 19.3 f epaclal'Condltlom ) 1,, .emn';;�� a -• M l ... APPEAL RLOMTBn t c a. -� q Or aq 28tb "r Januery Time Malta` :` " . ,y {I if w•Ioaaw.ao.rra Sabin M. Inrd aao ETn for rse^ Pt t��—'ewer ry '.`+;, '. : +. .. :npara„rbrb nra,ere orb ror.ror,ger ar WrM -__.. ..� r�ta,c'.k.,. l j rer.gnrlraanlrq relw.arepb Wll,r,a,rurewap nr This order!s an action of the Da rM..r•..wawar.a �^•'-;::'•� . -this action, Paslmaht. Qt you a•aggrleved by ., ., .. You may request an.adiudicatary hearing -A,r ., v+ ,•,••.i . hearing must be madO:Ln writs ablest for a'' writing within and poptmarked within ton (10 ' — days of the ) 1 dat e G this Order was ... . Oent___.te'.f Mearina'Re - •. - - '`;`�': - � _ •s, •• ... :.�..•- ` ,: - r%C,i= ny, ,=w:rrrlwae�.Nr.rrW a•'�'•�~ \1�e'•�•�i t',ry I - — .. IaSt"' -_::.!t l_Y'1'?"' - `.n�yaw.Nw��.. •al aL.IW.war+V�+..rM�W .,ws,j•:'•�. .� f va+Y,...6L4e.IMN,rgw,+we..aY.,..w,� Y.�u..w..swwa...1:.:•• �1't Onder 710'Cl6t'1.01(6)(b),',Lhospuwi�at lo3eesly,and oonclaal - '+• ••�•"�.:.-r..awa..on.�..,,,rva"""^•w�•"^�••ww�r...,�,,, ,-,:'! state taslaete which are the grourldd.toi leerequeet, and the relief r �.r.,•,..srr er..a.,,w�w o+a..r r"•`•r"'a"'�jO'•''^r• �n,.rrrrwww aww,�,.♦o++.n..r�w....mw i:~eouget. Addltlonally,'the raquost moat stets My the Order is not coneistant with applicable lava and .. ._.: :u.!.:- � w�w.re.uua.�.a� '�or,.w.w•.mew t111ne Fee andAddreea "","." """ � ` " � Me. i;��• f ' N�M+taa.arNa.rwr.m.r.wy `.' _ The hearingrequest elpayable to i s.a..w.�w.+-'��'v""�"r""v_�^'�r�+•+Nr+.waNw r,�„r t' 't q along ith a valid Check Caaeonvealth of Massachusetts Win the amount of $100.00 must!be Balled taf .. - { - wvas...rowwwrnlr e+ewrrrarrrrrl,.r,r.lnr a.rwrwr wra+arrr rs..w.�.o. e....... Copartmealta of Massadesaattar` - .. ( r,.er„rr .-Boon[ot.6n '- . . r..q..ews... ...--Dap vlronmenGl Protootion.'�.r c..;. ewr.aow l!i' el ara,.na• P.O.-Box 4062Boston, MA 02211 .. "< rrewrinewraar..ar 't' ...r.....r., E.. _ _ :.�j. r..r.aeerr.Is..rr•'••+rr,se.r (i�i r rrs r- ti O.wrNr i r rr.r oNr rr,a tTle request will be dismissed.if.eee till fee-is le n of� eld h0 unless lose . Reeordo4,FeD,$,1991'at 3Otj6A1 the appellant is exempt-or grentad.a.ralvar;.es..dasetlDed'bslow. � dC'O2j The tiling too in noiragelied ls-tam.appsllmt.Is a city or town ea , (or municipal agency), county, or district of the commonvltA of Massachusetts, or a municipal housing authority.Nalver 4 ii The Deportment may waive the adjudiratary hearing filing fee for a person who shows that paying the tee will create an undue financialhardship. - person seek!aringA "eking a waiver moat tile, together with the.. _._.-.. • "• - (�� hearing request as provided above, an affidavit setting forth th - - •il'h- facts believed to support tax claim of undue.financia e l hforthlth .•) - - Y^ ec-.+r.,:d'--^r:ir,n5!•,:.ra �., .. _ _ nlvl ia s _i - - . • it .�. / �F��';y • .i i.i '.1.. .. ;.� ,�7 ` r t i r�.;#`("�`,+�})yax ti� �, '.i tt�'��'. ��•,�, j,� 'i �. �c�th 't ,'r•X��S�4 + r',t, r ♦, r. ( 7� Y i(. i tr P♦ ` . �7i ��y �17.a t d 'a+ :Pisa t,t,iJk .t, tt.. �, ,.lt ar I�`� •v' +. a `r� i ,�, t.-..�.5. +.eto�t'♦�� r�� it4 > fir. ffif ns .� ) 2eo"y S���iNe�ys uot�a/odun� �� - jy mfv s- o-/ �h AA i �,O - --- - -- - ----- - 64 p4v aM �r� ®f - - - - - --— - - ---- - i s�a /h4v itioU� yi- ! / I T�IOl���S .�,1�1EVE ASSOCIATES INCHIS - -�- October 24 1996 ^_ OCT 3019 flI . r North Andover Conservation Commission S��UATfO A COQry��ss►oN 146 Main Street North Andover, MA 01845 Re: Lot 3 Willow Street South,North Andover Business Park United Plastics Fabricating, Inc. DEP File#242-538 UPF Owner - 165 Flagship gshi P Drive) Dear Commission Members: Find enclosed a plan entitled, "Plan of Land in North Andover, Mass Prepared for United Plastics Fabricating, Inc. to Accompany a Request for a Certificate of Compliance to the North Andover Conservation Commission dated 10/24/96", prepared by Thomas E. Neve Associates, Inc. In accordance with the DEP Superseding Order of Conditions and Condition#19 I hereby certify that this project has been developed in accordance with the Order of Conditions and we are hereby requesting that your Commission issue a Certificate of Compliance for same. Please place this matter on the agenda for your next scheduled meeting on November 6, 1996. If you should have any questions regarding this please do not hesitate to contact our office. Very truly yours, V. THOMAS E SSOCIATES C. .1&10 OF THOMAS E. NEVE o THOMAS E. NEVE CIVIL w NO.31724 �+ a 3�138- Thomas E. Neve, PE, PLS F 1STEP ESSfOkAL Eh6� President, CEO �'0 at win s�1° ��Z �,� TEN/km Enclosure cc: Robert Webster #1331 CHANNEL.WPs • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586 FAX (508) 887-3480. OCT-31-96 THU 13:47 CHANNEL BUILDING CO, FAX NO, 15086577788 P, 01 CHANNEL BUILDING COMPANY, INC. 355 Middlesex Avenue WILMINGTON, NIA 01887 Tel: 508-657-7300 Fax: 508-657-7788 [ OCT g ' - Fax Cover Sheet CONSERVATION COMMI .. COMMISSION ]ate: I 5 1 , (including v ud n carpage) e Fax,Phone: From. Subject: I.- �J+ A�, — ?%i F c IV)t 4'1 pa v w yri p- Off Icy (4-) toe ' ', o1 0 �/ur,� 7� �Z ; M tNl In ur n 1 1` I �JC !� IY� 4�Frr�� ��� $�"f��+'G�+- D�.1 1 f✓C� 4,� RIC.�U M DOX:STTE ' • NORM ANDOVER CONSERVATION AGENT ' UNITED PLASTIC FABRICATORS NORTH ANDOVER BTJSINRSS PARR ROAD EXTENSION • NORTH ANDOVER, Kh. October 26, 1993 DISTRIBUTION: SEF,SRVpGGW,-CHANNlL. PK-BDC. TOM HEY -NM ASSOC. UPDATE STATUS RVORT OF CONSTRUCTION SCMLB ORDERS OF CONDITIONS #242-590 ROADWAY ORDERS OF CONDITIONS 1242-538 U.P.F. PLEASE BE ADVISE AS FOLLOWS CONCERNING THE STATUS OF THE ABOVE CONSTRUCTION PROJECTS FOR WHICH ORDERS OF CONDITIONS WERE ISSUEDq* UP? SITE: -AM CUTS AND FILLS COMPLETED -GRAVEL BASE FOR PAVING INSTALLED -PAVING SCHEDULED FOR OCTOBER 27,1993 -LANDSCAPING SCHEDULED FOR WEEK OF NOV. 1 SCHEDULED BUILDING OCCUPANCY OCTOBER 301 1993 ROAD (FLAGSHIP DR. & WILLOW ST. EXTENSION) ; -ALL CUTS AND FILLS COMPLETED -ALL UNDERGROUND UTILITIES COMPLETED -GRAVEL BASE INSTALLED -PAVING SCHEDULED FOR OCTOBER 27,1993 -ROADWAY SLOPE STABILIZATION SCHEDULED FOR NOVEMBER 093 -WETLANDS WORK SCHEDULED FOR NOVEMBER 1193 SINCERELY: S.E. FOSTER CC:PAUL KNEELAND, BAYFIELD DEVT. CO. GREG WIECH, CHANNEL BUILDINGS CO. 1 �f . 700 C�c. kiCommonwealth of Massachusetts Executive Office of Environmental Affairs ®apartment of Environmental Protection Metro Boston/Northeast Regional Office William F. Weld Governor Daniel S.Greenbaum Commissioner October 15, 1992 Thomas E. Neve RE:Wetlands/No. Andover Thomas E. Neve Associates, Inc. File: #242-538 447 Old Boston Road Plan Change/Bayfield Co. Topsfield, MA 01983 No. Andover Business Park Dear Mr. Neve: The Department has received your letter dated September 24, 1992, sent on behalf of your client the Bayfield Company, requesting authorization for a plan change on the above referenced project. This change includes changes to the building footprint and parking areas. It is the Departments opinion, after reviewing the information submitted with your request per special condition #16, that this modification is an insignificant change to the plans, does not require the filing of a new Notice of Intent, does not require an amendment to the Superseding Order of Conditions (SOC) and is therefore permitted under the SOC issued for this project by the Department on January 28, 1991. Plan Reference: Site Grading & Utilities, United Plastics, Lot 3B, N.A.B.P. Extension, North Andover, MA, Page L2-1, last revision dated Sept. 23, 1992, signed and stamped by Thomas E. Neve, R.P.E. If you have any questions regarding this decision, you may contact Ms. Elizabeth Sabounjian at (617) 935-2160. V Tr ly Y urs, Sabin M. Lord, r. Regional Engineer for Resource Protection SML/ES/es 10 Commerce Way • Woburn,Massachusetts 01801 • FAX(617)935-6393 9 Telephone(617)935-2160 Page 2 File #242-538 cc: North Andover Conservation Commission, Town Hall, North Andover, MA 01845 Bayfield Development Company, 242 Neck Road, Ward Hill, Haverhill, MA 01830 01810 AY t Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' P Metro Boston/Northeast Regional Office William F. Weld Governor Daniel S.Greenbaum Commissioner October 15, 1992 Thomas E. Neve RE:Wetlands/No. Andover Thomas E. Neve Associates, Inc. File: #242-538 447 Old Boston Road Plan Change/Bayfield Co. Topsfield, MA 01983 No. Andover Business Park Dear Mr. Neve: The Department has received your letter dated September 24, 1992, sent on behalf of your client the Bayfield Company, requesting authorization for a plan change on the above referenced project. This change includes changes to the building footprint and parking areas. It is the Departments opinion, after reviewing the information submitted with your request per special condition #16, that this modification is an insignificant change to the plans, does not require the filing of a new Notice of Intent, does not require an amendment to the Superseding Order of Conditions (SOC) and is therefore the permitted under the SOC issued for this project by h Department on January 28, 1991. Plan Reference: Site Grading & Utilities, United Plastics, Lot 3B, N.A.B.P. Extension, North Andover, MA, Page L2-1, last revision dated Sept. 23, 1992, signed and stamped by Thomas E. Neve, R.P.E. If you have any questions regarding this decision, you may contact Ms. Elizabeth Sabounjian at (617) 935-2160. FAX TRANSMITTAL sot pages 2 V Tr ly Y urs, To: From T� G�— Co. co. Neve Associates Ph=# (508 887-8586 Sabin M. Lord, r. Regional Engineer for Fax# Fax# (508)887-3480 Resource Protection SML/ES/es 10 Commerce Way 9 Woburn,Massachusetts 01801 • FAX(617)935-6393 • Telephone(617)935-2160 Page 2 File #242-538 cc: North Andover Conservation Commission, Town Hall, North Andover, MA 01845 Bayfield Development Company, 242 Neck Road, Ward Hill, Haverhill, MA 01830 01810 D FCrf 1990 97& 00/7 0 AOWC6� Of SMH_�(O��V`Y/(O�� Daniel S. Greenbaum ' 076'07 Commissioner (617) 935-2160 December 6, 1990 Bayfield Development Co. , Inc. RE: WETLANDS/No. Andover 242 Neck Road, Ward Hill DEP File #242-538 Haverhill, MA 01830 NOTICE OF APPEAL\ Lot 3A, Willow St. South Dear Sirs: Under the provisions of the Wetlands Protection Act, Massachusetts General Laws, Chapter 131, Section 40, and_. upon its, own initiative, the Metropolitan Boston/Northeast Regional Office of the Department of Environmental Protection hereby appeals the above-referenced project filing. This intervention is being made in accordance with 10. 05 (7) (c) as is evidenced by the date of postmark of the Order of Conditions (being. November 26, 1990) . The Department shall assume jurisdiction over the above-referenced project and will make a determination as to whether those areas on which the proposed work is to be done are significant to the statutory interests identified in the Act. - - - - ---The- Department is- of _the---opinion --opinion-that t---the__proj ect -proposal- and the Order of Conditions do not contribute to the protection of the interests identified in the Act, and the Order of Conditions is inconsistent with the Wetlands Protection Act Regulations, 310 CMR: 10. 00. The Department' s specific concerns regarding the project proposal and the Order of Conditions include: 1. The inability of the project, as conditioned, to contribute to the protection of the interests of flood control and storm damage prevention (310 CMR: 10. 57 (1) (a) ) . 2 . The inability of the project, as conditioned, to comply with the general performance standards for Bordering Land Subject to Flooding as promulgated under 310 CMR: 10. 57 (4) (a) 1-3 . 3 . The inability of the project, as conditioned to comply with the general performance standards for Bordering Vegetated Wetlands as promulgated under 310 CMR: 10. 55 (4) . Original Printed on Recycled Paper Page -2- File #242-538 In preparation to the issuance of a Superseding Order of Conditions, the Department has scheduled a site evaluation with you and all concerned parties. The purpose of this site evaluation is to determine if the area is significant to the interests of the Act and to informally discuss those issues relevant to the referenced project. Ms. Elizabeth Sabounjian from the Division of Wetlands will be on site at 1: 00 P.M. , on Wednesday, January 9, 1991. In the event that the Department determines that the project as originally proposed protects the interests of the Act and complies with its regulations, the Department reserves the right to withdraw its appeal and revert jurisdiction back to the North Andover Conservation Commission. No activity may commence on any portion of the project site subject to the jurisdiction of M.G.L. Chapter 131, Section 40, until the Department issues a Superseding Order of Conditions and all appeal periods have elapsed, or in the alternative, the Department withdraws its appeal. If you have any questions regarding this matter, you may contact Ms. Elizabeth Sabounjian at (617) 935-2160. Very truly yours, r: Regional Engineer for Resource Protection WAK/EES/es cc: North Andover Conservation Commission, Town Hall, North Andover, MA 01845 Thomas E. Neve Associates, Inc. , 447 Boston Street, Topsfield, MA 01983 Wetland Preservation Inc. , 569 North Street Georgetown, MA 01833 f ASS CIATE INC. September 24, 1992 North Andover Conservation Commission 120 Main Street North Andover, MA 01845 Attn.: Richard Doucette, Conservation Administrator RE: Order of Conditions, D.E.P.. File 9 242-538 Office/Industrial Building Project North Andover Business Park Extension Dear Richard: Enclosed are copies of revised plans for the above referenced project. The Bayfield Company is proposing to make minor changes to the building footprint and parking areas to meet the requirements of a new tenant company. Plans have been forwarded to the D.E.P.. as the Superseding Order of Conditions requires (see attached letter). We are also seeking review by the N.A.C.C. according to the provisions. of Section VIII, C2 of the North Andover Wetlands Protection Bylaw. Thank you for your cooperation regarding this matter. Sincerely, THOMAS E. N SSOCIATES, INC. Thomas E. Neve, P.E., P.L.S. ,:� iLc�1 cc: Bayfield Comany TEN/lkb • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586 FAX (508) 887-3480 THO �a VE ASS 1ATfK INC. September 24, 1992 Mr. Sabin McLord, Jr. Regional Engineer for Resource Protection Commonwealth of Massachusetts Department of Environmental Protection 5 Commonwealth Avenue Woburn, MA 01801 Attn: Ms. Elizabeth Sabounjian RE: Superseding Order of Conditions, D.E.P. File #242-538 Office/Industrial Building Project North Andover Business Park Extension Dear Ms. Sabounjian: Enclosed are copies of our revised plans for the above referenced project. The Bayfield Company of Haverhill, MA which is developing the property is proposing to make minor changes to the building footprint and parking areas to meet the requirements of a new tenant company. Accordingly, we request that the proposed changes be reviewed by your department as called for in General Condition #16 of the Superseding Order of Conditions. If you have and questions and/or concerns, please do not hesitate to call our office. Thank you for your cooperation regarding the above. Sincerely, THOMAS E. ASSOCIATES, INC. � N 99 Thomas E. Neve, P.E., P.L.S. cc: North Andover Conservation Commission; Bayfield Company • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586- FAX (5081 887-3480 Notice of Intent Lot 3A North Andover Business Park Extension October 26, 1990 I , i 1 I I I i � October 25, 1990 THrASS6 VE INS. Conservation Commission Town Hall North ANdover, MA 01845 Att: Mr. Richard Doucette, Conservation Administrator Re: Lot #3A - North Andover Business Park Extension Film Microelectronics Dear Richard Please find attached a Notice of Intent from the Bayfield ' Development Company proposing to build a 30, 000 square foot manufacturing facility on the above-referenced lot. Also, please find supplemental information in the form of Plans and Calculations to support our filing. It is our understanding that you will request that the Commission perform a site visit on Saturday, November, 3, 1990 to preview the ' site prior to the Public Hearing on the matter. We will be prepared to briefly describe the project at that time and will have all the pertinent stakes "on the ground" for their viewing. ' We shall present the project "formally" at your Public Hearing scheduled for November 7, 1990. If there are any questions regarding this project, please do not hesitate to contact me. Very truly yours, ' ZT7HOM;AS :NE ASSOCIATES, INC. Thomas E. Neve, P.E. , P.L.S. President cc: Bay field Development Co. , Robert Webster DEP Regional Office, Woburn, MA • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 1 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586 FAX (508) 887-3480 . : ' 310 CMR.10-99 . Form 3 �, DEP ea No. ' #z lby= Commonwealth (To be D� byDEP) - ' t of Massachusetts city Town North Andover • Applicant Business Park Trust Notice of Intent Under the Massachusetts Wetlands Protection Act, G.L. c. 131, §40 and Application for a Department of the Army Permit Under the Town of North Andover'Bylaw, Chapter 3, Section 3.5 Part I:General Information Lot #3A Willow Street South (South of Bake-N-Joy at 1. Location: Street Address Cu - e-sac Lot Number #3A Wetland an i nd ,G ri al bi�i ldiri B ffer zone Description To onsfruct g 2. Project:Type_'d „ th, n thr� }•�i,ffcr zone o r a borderi na veg ta' d w tl and Work will require excavating, regrading soil, installation of utilities, parking lots and drives and appurtenances incidental to the proposed use o the building 56 & 57 3. Registry:County o s s ex Current Boolt 19 6 2 8 Page_._____ Certificate(if Registered Land) ( 55 gg 4. Applicant Bayfield Development Company, Inc. Tel. 373�3�00 1 Address 242 Neck Road Ward Hi 11 Have rh' pp gg ' Business Park Trust Tel.3735 5. Property Owner30�0 Address 242 Neck Road, Ward Hill, Haverhill, MA 01830 (508 ) 6. Representative Thomas E. Neve Associates, Inc. Tel 887-8586 Address 447 Boston Street, Topsfield, MA 01983 Conservation Commission and the Departments Regional Office each been sent, by certified 7. a. Have the Co supporting tans and documents? mail or hand delivery,2 copies of completed Notice of Intent,with suppo g p 1 Yes [X No b. Has the fee been submitted? O[Yes C No c. Total Filing Fee Submitted c 9 5,n n d. City/Town Share of n Filing Fee `' -0 0 State Share of Filing Fee I ' (sent to Ciry/Town) (viz of tee in excess of 525, sent to DEP) e. Is a brief statement arached indicating how the applicant calculated the fee? , = No � Yes Effective 11/10/89 Have all obtainable permits.variances and approvals reouired by local by-law been obtained? IB. Yes = No �x• . L ' Applied For: Not Applied For: Obtained: Subdivision Site Plan Review ' Approval from the from the North North Andover Planning Andover Planning ' Board Board 9. Is any portion of the site subject to a Wetlands Restriction Order pursuant to G.L.c. 131, §40A or G.L. c. 130.§105? Yes O No L 10. List all plans and supporting documents submitted with this Notice of Intent. ' Identifying Title.Date Number/Letter 01-19A Site Development Plan — Film Microelectronics, Lot 3A, North Andover Business Park Extension, ' Willow Street South, North Andover, -MA. Scale 1"=40' Dated October 26,1990, Prepared by EDC, Inc. 447 Boston Street, .:Topsfield, MA. 01983 (includes 2 sheets labeled L2-1, L2-2) 11.Check those resource areas.within which work is proposed: ll a X Butter Zone (b)Inland: ' = Land Subject to Flooding. Bank' = Bordering Vegetated Wetland' g Land Under Water Body 8 Waterway' = isolated ng ►ate (c)Coastal: Land Port Area' and Under the Ocean' Coastal Dune Coastal Beach' � Coastal Bank Barrier Beach Rocky Intertidal Shore' _ Salt Marsn' Land Containing Shellfish' Land Under Salt Pond' Fish Run' 'Likely to involve U.S.Army Corps of Engineers concurrent jurisdiction.See General Instructions for Completing Nonce of Intent. 3-2 ' red by the proposed work located on the most recent i 12. Is the wetland resource area to ra altered (ii any)of rare,"state-listed"vertebrate and invertebrate animal species Estimated Habitat Map i occurrences provided (i the conservation commission by the Natural Heritage and Endangered E Species Program? NO ( xJ Date prinYd ortthe Esli Fd Habitat Map issued YES ( (if any) anuary BLE [ NO MAP AVAIIA � If yes, have you completed an Appendix A and a Notice of Intent and filed them, along with 41 supporting documentation with the Natural Heritage and Endangered Species Program by certified mail or hand delivery,so that the Program shall have received Appendix A prior to the ' filing of this Notice of Intent? YES [ ) NO [ J it I � I � 3-3 I Part II:Site Description ' Indicate which of the following information has been provided (on a plan,in narrative description or calcula- tions)to clearly,completely and accurately describe existing site conditions. Identifying X=See Plan #01-19A NumberrLetter Y=See Hydrologic Report Attached (of plan,narrative or calculations) Natural Features: Y Soils X Vegetation X Topography X Open water bodies(including ponds and lakes) X Flowing water bodies(including streams and rivers) X Public and private surface water and ground water supplies on or within 100 feet of site Maximum annual ground water elevations with dates and location of test X Boundaries of resource areas checked under Part I, item 11 above 1 Other Man-made Features: ' X Structures(such as buildings,piers,towers and headwalls) X Drainage and flood control facilities at the site and immediately off the site. including culverts and open.channels (with inverts),dams and dikes SEWER Subsurface sewage disposal systems X Underground utilities X_ Roadways and parking areas X Property boundaries,easements and rights-of-way Other t Part III:Work Description Indicate which of the following information has been provided(on a plan,in narrative description or calcula- tions)to clearly,completely and accurately describe work proposed within each of the resource areas checked in Part I,item 11 above. Identifying NumberiLetter (of plan,narrative or calculations) Planv,,-w and Cross Section of: X Struc:.sres(such as buildings.piers,towers and headwalls) X Drainage and flood control facilities.including culverts and open channels(with inverts), dams and dikes ' SEWER Subsurface sewage disposal systems&underground utilities NONE Filling,dredging and excavating,indicating volume and composition of material NONE Compensatory storage areas,where required in accordance with Part III. Section 10:57 I ' (A)of the regulations NONE Wildlife habitat restoration or replication areas Other ' Point Source Discharge Y Description of characteristics of discharge from point source(both closed and open channel), when point of discharge falls within resource area checked under Part I,item ' 11 above.as supported by standard engineering calculations. data and plans, including but not limited to the following: 3-4 ' Delineation o o i n f the drainage area contributing to the point of discharge: 1. . 2. Pre-and post-development peak run-otf from the drainage area,at the point of discharge.for at least the 10-year and 100-year frequency storm: 3. Pre-and post-development rate of infiltration contributing to the resource area checked under Part 1,item 11 above: 4. Estimated water quality characteristics of pre-and post-development run-off at the point of discharge. Part IV:Mitigating Measures 11 . 1. Clearly.completely and accurately describe.with reference to supporting plans and calculations where necessary: (a) All measures and designs proposed to meet the performance standards set forth under each re- source area specified in Part 11 or Part III of the regulations:or ' (b) why the presumptions set forth under each resource area specified in Part II or Part III of the regula- tions do not apply. t = Coastal Resource Area Type: (B.L.S.F.- ) loentdymo number or letter Inland Bordering Land Subject to Flooding I OfsuDDortdocuments r The 100 year B.L.S.F, associated with the B.V.W. See has been calculated and is attached hereto. Hydrologic ' This resource area shall not be altered. Analysis C I IdenLlymg number or letter Coastal Resource Area Type: of su000rt Documents Inland I I 1 I I � I 3-5 Coastal Resource Area Type. Identdvmg number or letter Of subport documents _ Inland ri with reference to supporting plans and calculations where 2. Clearly, completely and accurately desc be necessary: (a) all measures and designs to regulate work within the Buffer Zone so as to ensure that said work does not alter an area specified in Part I,Section 10.02(1)(a) of these regulations: or (b) if work in the Buffer Zone will alter such an area.all measures and designs proposed to meet the performance standards established for the adjacent resource area specified in Part II or I ' Part III of these regulations. ' Z Coastal Resource Area Type Bordered By I00•Foot Discretionary Zone: Identifying d ntof suvo a number or document er X Inland Buffer Zone All work shall be performed within the Buffer plan #01-19A Zone. The Bordering Vegetated Wetland on the site shall be protected by installing a single row of staked hay bales (faced with filter fabric where necessary) between the wetlands and the proposed limit of construction. This erosion control provision shall prevent pollu- tion of the wetland. The bales shall be main- tained throughout the duration of construction I and shall be removed once a stable turf is I established over all altered areas within the i Buffer Zone. I ' 3-6 Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 6 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TDPSFIELD. MA. OCT27,90 H,vdroCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer Svstems REACH 10 C.B. TO F.E. DEPTH END AREA DISCH (FT ) (SO-FT) (CFS) 15" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= 1 .06 FT . 1 . 1 . 1 n= .015 PEAK VELOCITY= 5.6 FPS .3 .2 .5 LENGTH= 105 FT CONTACT TIME = 19 SEC .4 .3 1 .2 SLOPE= .0119 FT/FT Qin - 6.3 CFS @ 11 .88 HRS .9 .9 5. 1 Qout= 6.3 CFS @ 11 .89 HRS 1 .0 1 .1 6.0 ATTEN= 1 % LAG- .3 MIN 1 . 1 1 .2 6.5 IN/OUT= .32 / .32 AF _ 1 .2 1 .2 6.6 1 .2 1 .2 6.5 1 .3 1 .2 6. 1 -NEA.Be -.EXTENSION FLOW .D1.AGRAM (DEFINITIVE SUBDIVISION PROPOSED CONDITION) i l0 1 � z 1 A,,4 P 3- fi a ' 1 �-- a 0 a 4 0 . a � 1 1 - l � 1 ' DEFINITIVE SUBDIVISION PROPOSED CONDITION Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT. ,100 YR) Page 1 ' Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT26,90 HydroCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer Systems ' SUBCATCHMENT 1 to 15 snascascaa¢ccccsa¢a=ancsacmxsc¢caaaas¢xasa¢easansaxxaaacac RUNOFF BY SCS TR-20 METHOD: TYPE II 24-HOUR RAINFALL- 7.0 IN, SCS U.H. SUBCAT AREA LEN SLOPE Tc WGT'D PEAK NUMBER (ACRE ) (FT ) (% ) (MIN) --- GROUND COVERS (%CN) --- CN C (CFS) 1 7.00 1000 3.7 14 41%98 20%73 9%79 12%80 84 - 45.3 16%74 2%40 - - 2 1 .45 300 1 .6 9 19%98 61%79 19%80 1%74 83 - 10.0 3 .90 370 1 .0 10 54%98 29%80 8%98 . 5%98 90 - 6.9 4%40 - - - 4 .21 360 1 . 1 it 77%98 23%40 - - 85 - 1 .5 5 . 16 175 1 .0 8 66%98 34%40 - - 78 - 1 .0 6 .16 185 1 .0 8 70%98 30%40 - - 81 - 1 . 1 7 6. 14 960 3.2 14 51%98 1%40 18%80 30%74 87 - 41.7 8 .17 105 1 .7 4 74%98 26%40 - - 83 - 1 .4 9 .24 295 2.6 7 69%98 31%40 - - 80 - 1 .7 10 .05 40 1 .0 3 52%98 48%40 - - 70 - .3 11 .99 750 1 .4 21 37%98 10%40 52%74 1%80 80 - 4.9 12 .18 170 2.2 3 88%98 12%40 - - 91 - 1 .7 13 .35 165 1 .3 5 85%98 15%40 - - 89 - 3. 1 14 2.87 175 6.3 2 73%98 7%80 20%74 - 92 - 26.8 -i 15 11 .20 850 3.9 9 .63%98 5%74 15%98 13%74 93 - 88.6 4%80 - - - Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT. .100 YR) Page 2 Prepared by THOMAS E. NEVE ASSOCIATES. INC. .TOPSFIELD. MA. OCT26.90 Hy droCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer Systems REACH1 to 13 -----Qaem®xmaamammsaaam�cemessaamcaccacmaaeecccsmecmaoemmcammacm REACH ROUTING BY STOR-IND METHOD REACH BOTTOM SIDE PEAK CONTACT PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout ( IN) (FT) (FT) (FT/FT) (FT) (FT/FT ) (FPS) (SEC) (CFS ) 1 - 100.0 2.0 .04 .04 .055 350 .0164 1 .3 275 29.9 2 12.0 - - - .015 4 .0050 3. 1 1 2.5 3 12.0 - - - - .015 28 .0060 3.4 8 .2.4 4 24.0x2 - - - - .015 44 .0100 0 6.8 6 28.0 5 15.0 - - - - .015 28 .0060 3.0 9 1 . 1 6 15.0 - - - - .015 4 .0330 6.5 1 2. 1 7 24.0 - - - - .015 87 .0025 3.5 25 9.8 8 24.0 - _ - - .015 59 .0025 3.5 17 9.8 9 18.0 - - .015 28 .0060 4.3 6 4.9 10 18.0 - - - - .015 34 .0060 4.4 8 5.6 it 12.0 - - - - .015 24 .0142 2.9 8 .3 12 12.0 - - - - .015 35 .0050 3. 1 11 1 .7 13 12.0 - - - - .015 60 .0070 3.6 17 2.6 I � Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT. .100 YR) Page 3 Prepared by THOMAS E. NEVE ASSOCIATES. INC. .TOPSFIELD. MA. OCT26.90 Hydr4CAD Release 2.51 (c ) 1986-1990 Apolied Microcomputer Systems ' REACH 4 to 4 -___=====ma=====___________________====@e=====____________________ REACH 4 HOWL TO HOWL DEPTH END AREA DISCH (FT ) (SQ-FT) (CFS) 24" PIPE X 2 STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= 1 .24 FT .2 .3 .8 n- .015 PEAK VELOCITY= 6.8 FPS .4 .9 3.4 LENGTH= 44 FT CONTACT TIME = 6 SEC .6 1 .6 7.7 SLOPE- .01 FT/FT Qin - 28.0 CFS @ 12.23 HRS 1 .4 4.7 32.8 Qout- 28.0 CFS @ 12.23 HRS 1 .6 5.4 38.3 ATTEN= 0 % LAG= .1 MIN ' 1 .8 6.0 41 .8 IN/OUT= 5.21 1 5.21 AF 1 .9 6. 1 42.2 1 .9 6.2 41 .8 2.0 6.3 39.2 REACH 4 DISCHARGE HDWL TO HDWL 2.0 1 .8 1 .6 1 .4 1 .2 = 1 .0 o_ .8 w .6 24" PIPE X 2 ca 4 n=.015 L=44` S=.01 .2 0.0m In ® in m m to m 1 DISCHARGE (cfs) S Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT. .100 YR) Page 4 Prepared by THOMAS E. NEVE ASSOCIATES. INC. ,TOPSFIELD, MA. OCT26,9O HydroCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer Sv5tem5 REACH 4 INFLOW & OUTFLOW HDWL TO HDWL 28 26 24 24" PIPE X 2 22 n=.015 L=44' S=.01 20 ^ 18 STOR-IND METHOD 16 VELOCITY= 6.8 FPS U 14 CONTACT= 6 SEC 3 12 0 10 Qin= 28.0 CFS E- 8 Qout= 28.0 CFS 6 LAG= . 1 MIN 2 0m TIME (hours ) REACH 4 HDWL TO HDWL OUTFLOW PEAK= 28.0 CFS @ 12.23 HOURS HOUR 0.00 .10 .20 .30 .40 .50 .60 .70 .80 .90 10.00 0.0 . 1 .2 .5 .8 1 . 1 1 .5 1 .8 2.2 2.6 11 .00 1 3.0 3.4 3.8 4.3 4.8 5.5 6.6 7.7 10.0 14.3 12.00 1 20.6 26.0 27.9 27.3 26.0 24.4 22.8 21 .3 20.0 18.9 13.00 1 17.9 17.0 16.3 15.7 15. 1 14.7 14.3 13.9 13. 1 11 .8 14.00 1 10.5 9.5 8.6 7.8 7.2 6.7 5.6 4.7 4.2 3.8 15.00 1 3.5 3.3 3.2 3.0 2.9 2.8 2.7 2.6 2.6 2.5 16.00 1 2.4 2.4 2.3 2.3 2.2 2.2 2. 1 2. 1 2. 1 2.0 17.00 1 2.0 2.0 2.0 1 .9 1 .9 1 .9 1 .9 1 .8 1 .8 1 .8 18.00 1 1 .8 1 .7 1 .7 1 .7 1 .7 1 .7 1 .6 1 .6 1 .6 1 .6 19.00 1 1 .6 1 .5 1 .5 1 .5 1 .5 1 .4 1 .4 1 .4 1 .4 1 .4 20.00 1 1 .3 Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT. ,100 YR) Page 5 Prepared by THOMAS E. NEVE ASSOCIATES. INC. .TOPSFIELD, MA. OCT26,90 HydroCAD Release 2 51 (c ) 1986-1990 Applied Microcomputer Systems POND 2 to 2 aammammxamxxmxxxaxx=aa=maamcaxaamxxxcmxmmamxxmxxamxxaacmmxxaaaxxxmx POND 2 DET. POND SOUTH OF REACH 4 STARTING ELEV= 243.2 FT FLOOD ELEV= 246.0 FT /OQ yvl _ ELEVATION CUM.STOR STOR-IND METHOD C PED (FT) (AF ) ELEVATION= 245. �FT 243.2 0.00 PEAK STORAGE x 244.0 .22 Qin = 57.1 CFS @ 12.00 HRS 246.0 1 .97 Qout- 28.0 CFS @ 12.23 HRS ATTEN= 51 % LAG= 13.6 MIN IN/OUT= 5.30 / 5.21 AF INVERT (FT) OUTLET DEVICES 243.2 24" CULVERT n=.015 L=44' S=.01 '/' Ke=.2 Cc=.9 Cd=.75 243.2 24" CULVERT' n=..015 L=44' S=.011/' Ke-.2 Cc=.9 Cd=.75 ® TOTAL DISCHARGE vs ELEVATION ® FEET 0.0 1 2 3 4 .5 .6 .7 .8 .9 243.2 1 0.0 . 1 .4 1 .0 1 .8 2.7 3.9 5. 1 6.6 8. 1 244.2 1 9.8 11 .5 13.4 15.3 17.3 19.3 21 .4 23.5 25.5 27.6 245.2 1 29.6 31 .5 33.4 35.1 36.6 37.8 38.6 38.8 40.5 ! POND 2 DISCHARGE DET. POND SOUTH OF REACH 4 246.0 _f 1 ood_ elev. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 245.8 245.6 245.4 +' 245.2 245.0 z 244.8 o 244 .6 244.4 244.2 w 244 .0 w 243.8 ' 243.6 243.4 24" CULVERT & 24° CU VER 2 4 3.2m Ln m N m Ln m Ln m .• cv cv m cn v I ! DISCHARGE (cfs ) I ! Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT.,100 YR) Page 6 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT26,90 H droCAD Release 2.51 (c ) 1986-1990 Aoalied MicrocoMouter Systems POND 2 INFLOW & OUTFLOW DET. POND SOUTH OF REACH 4 55 S0 STOR-IND METHOD 45 PERK ELEV= 245. 1 FT _ 40 PERK STOR- 1 . 19 AF 35 Qin= 57. 1 CFS L) 30 Qout= 28.0 CFS 25 ; 'ti LAG- 13.6 MIN 0 20 J 15 10 _ 5 0© v `u, ct, r` as m m ru TIME (hours ) POND 2 DET. POND SOUTH OF REACH 4 OUTFLOW PEAK= 28.0 CFS @ 12.23 HOURS HOUR 0.00 10 20 30 40 50 60 .70 .80 .90 10.00 ! 0.0 .1 .3 .5 .8 1 .1 1 .S 1 .8 2.2 2.6 1.1 .00 3.0 . 3.4 3.8 4.3 4.8 5.5 6.6 7.7 10.1 14.4 12.00 1 20.7 26. 1 27.9 27.3 25.9 24.3 22.8 21 .3 20.0 18.8 13.00 1 17.9 17.0 16.3 15.7 15. 1 14.7 14.3 13.9 13. 1 11 .7 14.00 1 10.5 9.5 8.6 7.8 7.2 6.7 5.5 4.7 4.2 3.8 15.00 1 3.5 3.3 3. 1 3.0 2.9 2.8 2.7 2.6 2.6 2.5 16.00 1 2.4 2.4 2.3 2.3 2.2 2.2 2. 1 2. 1 2. 1 2.0 17.00 2.0 2.0 2.0 1 .9 1 .9 1 .9 1 .9 1 .8 1 .8 1 .8 18.00 1 1 .8 1 .7 1 .7 1 .7 1 .7 1 .7 1 .6 1 .6 1 .6 1 .6 ® 19.00 1 1 .6 1 .5 1 .5 1 .5 1 .5 1 .4 1 .4 1 .4 1 .4 1 .4 20.00 1 1 .3 N.A.B.P. EXTENSION FLOW DIAGRAM �. (ACTUAL PROPOSED SUBDIVISION CONDITION � as fi ' 0 a 1 a--� o s - o 5 3 s � iCJ v LINK 1 �e LINK Z 0 El a a pia T T LINK 3 ACTUAL PROPOSED SUBDIVISION CONDITION Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 1 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 wdroCAD Release 2.61 (c ) 1986-1990 Applied Microcomputer Systems r SUBCATCHMENT 1 to 10 ¢¢===xxxcccc¢x�xaxccxaeaccc==¢¢xa¢xcc¢¢xxx¢¢eca¢¢¢¢c¢¢xxec RUNOFF BY SCS TR-20 METHOD: TYPE II 24-HOUR RAINFALL- 7.0 IN, SCS U.H. SUBCAT AREA LEN SLOPE Tc WGT'D PEAK NUMBER (ACRE ) (FT) (% ) (MIN) --- GROUND COVERS (%CN) --- CN C (CFS ) 1 1 .85 390 4.2 7 11%98 63%80 26%74 - 80 - 13.1 2 .90 545 1 .9 12 47%98 7%80 47%74 - 86 - 6.3 3 . 13 80 5.3 1 69%98 31%80 92 1 . 1 4 .31 165 3.3 3 68%98 32%80 - - 92 - 3.0 . 5 . 15 290 4.3 5 33%98 67%80 - - 86 - 1 .3 6 .30 300 4.7 4 60%98 40%80 0%74 - 91 - 2.8 7 .23 125 2. 1 2 100%98 - - - 98 - 2.2 8 .23 125 2. 1 2 100%98 - - - 98 - 2.2 9 .23 125 2. 1 2 100%98 - - - 98 - 2.2 10 5.64 1000 3.7 19 29%73 12%79 40%74 19%80 75 - 25.9 NcT�' t Tt1&-5E 140,* SHOW rNE AC MWL J'VA9 Co#-rCN MEWr-r AA10 AeWe4 Y A010 4d 4W/Alf- GIX8r-0?TLjD Ay YW E /✓fit/ ,' p�¢opOsrc. I ' Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 2 Prepared by THOMAS E. NEVE ASSOCIATES, INC. JOPSFIELD. MA. OCT27.90 HvdroCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer Sv5teM5 REACH1 to 10 --c----cc=sax-msxsaxa=x=xa=asa====nxx=a=cx=xcros=xc===sxcscmmx==ea REACH ROUTING BY STOR-IND METHOD REACH BOTTOM SIDE PEAK CONTACT PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout ' ( IN) (FT) (FT) (FT/FT) (FT ) (FT/FT ) (FPS) (SEC ) (CFS-) 1 8.0 - - - - .015 5s .0150 4.1 13 1 .3 ' 2 18.0 - - - .015 250 .0112 6. 1 41 9.6 3 8.0 - - - - .015 110 .else 4.1 27 1 .3 4 8.0 - - - - .015 60 .0150 4. 1 15 1 .3 ' 5 12.0 - - - - .015 50 .0150 5.2 10 2.6 6 24.0 - - - - .015 143 .0063 5.6 26 15.6 7 24.0 - - - - .01s 15 .0067 5.8 3 16.7 8 8.0 - - - - .015 36 .0119 3.6 10 1 . 1 9 12.0 - - - - .015 153 .0119 4.8 32 3.4 10 15.0 - - - - .015 105 .0119 5.6 19 6.3 I� i 1 1 ACTUAL PROPOSED SUBDIVISION CONDITION Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT. .100 YR) Page 1 Prepared by THOMAS E. NEVE ASSOCIATES. INC. .TOPSFIELD. MA. OCT27.90 HYdroCAD Release 2.51 (c ) 1986-1990 Aoolied Microcomouter Systems SUBCATCHMENT1 to 15 -CCC333CiQ3®-33CC333=33zQCQC33C-33�e3as33CC33C633QC3Q33�Q� RUNOFF BY SCS TR-20 METHOD: TYPE II 24-HOUR RAINFALL- 7.0 IN. SCS U.H. SUBCAT AREA LEN SLOPE Tc WGT'D PEAK NUMBER (ACRE ) (FT) (% ) (MIN) --- GROUND COVERS (%CN) --- CN C (CFS ) 2 1 .45 300 1 .6 9 19%98 61%79 19%80 1%74 83 - 10.0 3 .90 370 1 .0 10 54%98 29%80 8%98 5%98 90 - 6.9 . , 4%40 - - - 4 .21 360 1 . 1 11 77%98 23%40 - - 85 - 1 .5 ' S . 16 175 1 .0 8 66%98. 34%40 - - 78 - 1 .0 ' 6 . 16 185 1 .0 8 70%98 30%40 - - 81 - 1 . 1 7 6. 14 960 3.2 . 14 51%98 1%40 18%80 30%74 87 - 41 .7 ' 8 .17 105 1 .7 4 74%98 26%40 - - 83 1 .4 9 .24 295 2.6 7 69%98 31%40 - - 80 - 1 .7 10 .05 40 1 .0 3 52%98 48%40 - - 70 - .3 11 .99 750 1 .4 21 37%98 10%40 52%74 1%80 80 - 4.9 ' 12 . 18 170 2.2 3 88%98 12%40 - - 91 - 1 .7 13 .35 165 1 .3 5 85%98 IS%40 - - 89 - 3. 1 14 2.87 175 6.3 2 73%98 7%80 20%74 - 92 - 26.8 '.� 15 11 .20 850 3.9 9 63%98 S%74 15X98 13%74 93 - 88.6 4%80 - - - AOWs ?we FoccowlAA& 5'EYEW(7) PAsws r#ow 7wr R u E's cTrifiV /MpAtr eF THE Acrv*G vewwpFp jroev uD How A 7t�lE 7an4c. su�svivtriaw.l /j /pfpoq..np. OF 9-4 Fob mr o�,r�rirrv6- fu�oivir�•�eJ �s p�,,,ev w/" 1»o�r l� T��r tN� Actv.►L io"P.Fcr is cows r� 7w w,#*cT - 3?.S cd's Gr5' `.DD�¢C'•Fr �/O G!/ E a S Z/SIC•F•T Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT. J W YR) Page 2 Prepared by THOMAS E. NEVE ASSOCIATES. INC. .TOPSFIELD, MA. OCT27,90 HydroCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer Svstems REACH1 to 13 cccccc--x------ccacccsc=msxccaccccaccacmxccsaccccmaxassxmmc�ssss= REACH ROUTING BY STOR-IND METHOD REACH BOTTOM SIDE PEAK CONTACT PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout ' _( IN) (FT) (FT) (FT/FT) (FT) (FT/FT ) (FPS ) (SEC) (CFS) 1 100.0 2.0 .04 .04 .055 350 .0164 1 .4 258 34.4 2 12.0 - - - - .015 4 .0050 3. 1 1 2.5 3 12.0 - - - - .015 28 .0060 3.4 8 2.4 4 24.Ox2 - - - - .015 44 .0100 7.0 6 32.3 5 15.0 - - - - .015 28 .0060 3.0 9 1 . 1 1 6 15.0 - - - - .015 4 .0330 6.5 1 2. 1 7 24.0 - - - - .015 87 .0025 3.5 25 9.8 8 24.0 - - - - .015 59 .0025 3.5 17 9.8 1 9 18.0 - - - - .015 28 .0060 4.3 6 4.9 10 18.0 - - - - .015 34 .0060 4.4 8 5.6 11 12.0 - - - - .015 :24 .0142 2.9 8 .3 1 1 -2 12.0 - - - .015 35 .0050 3. 1 11 1 .7 13 12.0 - - - .015 60 .0070 3.6 17 2.6 i 1 . 1 Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT. ,100 YR) Page 3 Prepared by THOMAS E. NEVE ASSOCIATES. INC. .TOPSFIELD, MA. OCT27,90 HyaroCAD Release 2.51 (c ) 1986 1990 Applied Microcomputer Systems LINK1 to 3 aII6lII.IIIIlIIlIIIIl IICIIC!!!II!lCSCC�aIIlSLC IISCLlCa II6IIIIII6CCCClIIISSG�CCCCLGT� LINK PEAK NO. NAME SOURCE (CFS ) 1 LAND OF OLD SUBCAT. 1 FLOWING TO SUBCATCHMENT 10 x 1 25.9 NOW Su13CATC14MEnMIr 10*) ACTUAL PROPOSED SUBDIVISION COND AREA FROM OLD SUBCAT. 1 FLOWING 2 REACH 7 FLOWING INTO POND 2 REACH 7 x 1 16.7 ACTUAL PROPOSED SUBDIVISION COND C.B. TO F.E. r 3 REACH 10 FLOWING INTO POND 2 REACH 10 x 1 6.3 ACTUAL PROPOSED SUBDIVISION COND C.B. TO F.E. III, ' I_' Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT. ,100 YR) Page 4 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 HvdroCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer Svstems REACH4 to 4 =x===x===c==------=m=xaaxa=a=====as=aaax==xaa=aaxxaa==as=a=x==_==_ REACH 4 HDWL TO HOWL DEPTH END AREA DISCH (FT ) (SQ-FT ) (CFS ) 24" PIPE X 2 STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= 1 .38 FT .2 .3 .8 n= .015 PEAK VELOCITY= 7.0 FPS .4 .9 3.4 LENGTH= 44 FT CONTACT TIME = 6 SEC .6 1 .6 7.7 SLOPE= .01 FT/FT Qin - 32.3 CFS @ 12.26 HRS 1 .4 4.7 32.8 Qout- 32.3 CFS @ 12.27 HRS 1 .6 5.4 38.3 ATTEN= 0 % LAG= . 1 MIN 1 .8 6.0 41 .8 IN/OUT= 6.00 / 6.00 AF 1 .9 6. 1 42.2 1 .9 6.2 41 .8 2.0 6.3 39.2 REACH 4 DISCHARGE HDWL TO HDWL ' 2.0 1 .e 1 .4 1 .2 = 1 .0 f- .8 a A .6 24" PIPE X 2 .4 n=.015 L=4.4' S=.01. .2 0.0m u) m If') m u� m - -- cu cu m c) st DISCHARGE (cfs) 4 . Data for N.A.B.P.-REVISED POST-DEY.(N.A.B.P. EXT. ,10O YR) Page 5 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 ' HvdroCAD Release 2 51 (c ) 1986-1990 Aoolied Miprocomouter Systems ' REACH 4 INFLOW & OUTFLOW HDWL TO HDWL 32 ' 30 24" PIPE X 2 28 26 n=.015 L=44' 5=.01 24 .. 22 STOR-IND METHOD ' 4- �$ VELOCITY= 7 FPS 16 CONTRCT= 6 SEC 14 ' p 12 Qin= 32.3 CFS 18 Qout= 32.3 CFS 6 LAG= . 1 MIN ' 2 Om cu m V in cn n m m m N ' TIME (hours ) REACH 4 HDWL TO HDWL OUTFLOW PEAK- 32.3 CFS @ 12.27 HOURS HOUR 0.00 10 20 30 40 .50 .60 .70 .80 .90 10.00 1 0.0 . 1 .3 .5 .8 1 .2 1 .6 2.0 2.4 2.9 11 .00 1 3.3 3.7 4.2 4.8 5.4 6.2 7. 1 8.7 12. 1 17.3 ' 12.00 1 23.4 28.8 31 .9 32.2 30.8 29.0 27. 1 25.2 23.5 21 .9 13.00 1 20.6 19.5 18.5 17.6 16.9 16.3 15.7 15.2 14.3 12.9 14.00 1 11 .5 10.4 9.4 8.6 7.9 7.4 6.9 6.2 5.3 4.7 ' 15.00 1 4.3 3.9 3.7 3.6 3.4 3.3 3.2 3. 1 3.0 2.9 16.00 1 2.9 2.8 2.7 2.6 2.6 2.5 2.5 2.5. 2.4 2.4 17.00 1 2.4 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2. 1 2. 1 18.00 1 - 2.1 2. 1 2.0 2.0 2.0 2.0 1 .9 1 .9 1 .9 1 .9 19.00 1 1 .8 1 .8 1 .8 1 .7 1 .7 1 .7 1 .7 1 .7 1 .6 1 .6 20.00 1 1 .6 I ' Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT. ,1O0 YR) Page 6 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 w droCAD Release 2.51 (c ) 1986-1990 Aoolied MicroCOMDuter Systems POND2 to 2 ¢aaaa¢nxa¢aaaaas¢¢aaaz¢¢¢za¢ana¢az¢zxz¢a¢=xaaxx¢aazaazxzaaaaazxzzzn POND 2 DET. POND SOUTH OF REACH 4 STARTING ELEV= 243.2 FT FLOOD ELEV= 246.0 FT 69-400 P"10 ELEVATION CUM.STOR S - (FT ) (AF) CPEAK ELEVATION= �245.3 FT 243.2 0.00 PEAK STORAGE - 1 .39 AF ' 244.0 .22 Qin = 55. 1 CFS @ 12.02 HRS 246.0 1 .97 Qout= 32.3 CFS @ 12.26 HRS ATTEN= 41 % LAG= 14.6 MIN IN/OUT= 6. 10 / 6.00 AF INVERT (FT ) OUTLET DEVICES 243.2 24" CULVERT ' n=.015 L=44' S=.01 '/' Ke=.2 Cc=.9 Cd=.75 243.2 24" CULVERT n=.015 L=44' 5=.01 '/' Ke=.2 Cc=.9 Cd=.75 ' TOTAL DISCHARGE vs ELEVATION FEET 0.0 1 2 3 .4 .5 .6 .7 .8 .9 1 243.2 ! 0.0 . 1 .4 1 .0 1 .8 2.7 3.9 5. 1 6.6 8.1 244.2 1 9.8 11 .5 13.4 15.3 17.3 19.3 21 .4 '23.5 25.5 27.6 245.2 1 29.6 31 .5 33.4 35. 1 36.6 37.8 38.6 38.8 40.5 POND 2 DISCHARGE DET. POND SOUTH OFREACH 4 246.0 _f 1 ood e 1 ev. _ - - - - _ _ 245.8 245.E 245.4 +' 245.2 245.0 z 244 .8 o 244 .6 F 244.4 Q 244.2 W 244.0 w 243.8 243.6 243.4 24 " CULVERT & 24" CU VER 243 . 2m in 0 Ln N a m Ln CD ro m 1 DISCHARGE (cfs) I a Data for N.A.B.P.-REVISED POST-DEV.(N.A.B.P. EXT. .100 YR) Page 7 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27.90 HvdroCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer Svstems POND 2 INFLOW & OUTFLOW DET. POND SOUTH OF REACH 4 55 50 STOR-IND METHOD 45 PERK ELEV= 245.3 FT 40 PEAK STOR= 1 .39 AF n 30 Gin= 55. 1 CFS Gout= 32.3 CFS 25 `� LAG= 14.6 MIN o 20 ' J � u_ 15 10 5 ` r Om cu m u-, u, n w m (D TIME (hours ) POND 2 DET. POND SOUTH OF REACH 4 OUTFLOW PEAK= 32.3 CFS 0 12.26 HOURS HOUR 0.00 .10 .20 .30 .40 .50 .60 .70 .80 .90 10.00 0.0 . 1 .3 .5 .9 1 .2 1 .6 2.0 2.5 2.9 11 .00 1 3.3 3.7 4.2 . 4.8 5.4 6.2 7. 1 8.8 1.2.2 17.4 12.00 1 23.5 28.9 32.0 32.2 30.8 29.0 27. 1 25.2 23.4 21-9 13.00 1 20.6 19.4 18.5 17.6 16.9 16.2 15.7 15.2 14.3 12.8 14.00 1 11 .5 10.4 9.4 8.6 7.9 7.4 6.9 6.2 5.2 4.7 15.00 1 4.2 3.9 3.7 3.6 3.4 3.3 3.2 3. 1 3.0 2.9 16.00 1 2.8 2.8 2.7 2.6 2.6 2.5 2.5 2.5 2.4 2.4 3 17.00 1 2.4 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2. 1 2. 1 18.00 1 2. 1 2. 1 2.0 2.0 2.0 2.0 1 .9 1 .9 1 .9 1 .9 19.00 1 1 .8 1 .8 1 .8 1 .7 1 .7 1 .7 1 .7 1 .7 1 .6 1 .6 20.00 1 1 .6 Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 4 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 HydroCAD Release 2 51 (c ) 1986-1990 Applied Microcomputer SYstAmB ' REACH 4 ROOF DRAIN TO ROOF DRAIN DEPTH END AREA DISCH (FT ) (SO-FT ) (CFS) 8" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= .67 FT . 1 0.0 0.0 n- .015 PEAK VELOCITY= 4.2 FPS . 1 0.0 . 1 LENGTH= 60 FT CONTACT TIME = 14 SEC .2 . 1 .3 SLOPE= .015 FT/FT Qin = 1 .5 CFS @ 11 .86 HRS .5 .3 1 .1 Qout= 1 .4 CFS @ 11 .85 HRS .5 .3 1 .3 ATTEN= 10 % LAG= 0.0 MIN .6 .3 1 .4 IN/OU T= .07 / .07 AF .6 .3 1 .4 .6 .3 1 .4 .7 .3 1 .3 REACH 5 ROOF DRAIN TO C.B. DEPTH END AREA DISCH (FT) (SQ-FT ) (CFS) 1.2" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= .61 FT .1 0.0 .1 n- .015 PEAK VELOCITY- 5.2 FPS .2 .1 .3 LENGTH= 50 FT CONTACT TIME - 10 SEC ,3 .2 .7 SLOPE- .015 FT/FT Qin = 2..7 CFS @ 11 .85 HRS .7 .6 3.2 Qout- 2.7 CFS @ 11 .86 HRS .8 .7 3.7 ATTEN= 0 % LAG- .3 MIN .9 .7 4.0 IN/OUT= . 14 / .14 AF .9 .8 4.1 1 .0 .8 4.0 1 .0 .8 3.8 REACH 6 C.B. TO C. B. B. DEPTH END AREA OISCH (FT) (SO-FT ) (CFS) 24" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= 1 .48 FT .2 .2 .3 n- .015 PEAKVELOCITY= 5.6 FPS .4 .4 1 .4 LENGTH= 143 FT CONTACT TIME - 26 SEC .6 .8 3.0 SLOPE- .0063 FT/FT Qin = 14.4 CFS @ 11 .92 HRS 1 .4 2.3 13.0 Qout= 14.2 CFS @ 11 .93 HRS 1 .6 2.7 15.2 ATTEN= 1 % LAG- .5 MIN 1 .8 3.0 16.6 IN/OUT= .81 / .81 AF 1 .9 3. 1 16.7 1 .9 3. 1 16.6 2.0 3. 1 15.6 Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 5 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 HydroCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer Systems REACH 7 C.B. TO F.E. DEPTH END AREA DISCH ' (FT ) (SO-FT) (CFS) 24" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH- 1 .50 FT .2 .2 .3 n= .015 PEAK VELOCITY= 5.8 FPS .4 .4 1 .4 LENGTH= 15 FT CONTACT TIME = 3 SEC .6 .8 3. 1 SLOPE= .0067 FT/FT Qin = 14.8 CFS @ 11 .92 HRS 1 .4 2.3 13.4 Qout= 14.8 CFS @ 11 .92 HRS 1 .6 2.7 15.7 ATTEN= 0 % LAG= . 1 MIN 1 .8 3.0 17. 1 IN/OUT= .85 / .85 AF 1 .9 3. 1 17.3 1 .9 3. 1 17. 1 2.0 3. 1 16.0 REACH 8 C.B. TO C.B. ' DEPTH END AREA DISCH (FT) (SQ-FT ) (CFS ) 8" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= .41 FT . 1 0.0 0.0 n= .015 PEAK VELOCITY= 3.6 FPS . 1 0.0 . 1 LENGTH= 36 FT CONTACT TIME - 10 SEC .2 . 1 .2 SLOPE- .0119 FT/FT Qin - .8 CFS @ 11 .89 HRS ' .5 .3 1 .0 Qout= .8 CFS @ 11 .90 HRS .5 .3 1 .1 ATTEN= 1 % LAG- .1 MIN .6 .3 1 .2 IN/OUT= .04 / .04 AF ' .6 .3 1 .2 .6 .3 1 .2 .7 .3 1 . 1 REACH 9 C.B. TO C.B. DEPTH END AREA DISCH (FT ) (SO-FT ) (CFS) 12" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH .66 FT . 1 0.0 . 1 n- .015 PEAK VELOCITY- 4.7 FPS :1 .2 . 1 .3 LENGTH= 153 FT CONTACT TIME 32 SEC .3 .2 .7 SLOPE= .0119 FT/FT Qin - 2.7 CFS @ 11 .89 HRS. .7 .6 2.8 Qout= 2.6 CFS @ 11 .89 HRS .8 .7 3.3 ATTEN= 3 X LAG= .4 MIN .9 .7 3.6 IN/OUT= . 12 / .12 AF .9 .8 3.6 1 .0 .8 3.6 1 .0 .8 3.4 Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 6 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 ' HvdroCAD Release 2.51 (c) 1986-1990 Applied Microcomputer Systems REACH 10 C.B. TO F.E. DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 15" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH- .79 FT . 1 . 1 . 1 n= .015 PEAK VELOCITY= 5.5 FPS ' .3 .2 .5 LENGTH= 105 FT CONTACT TIME 19 SEC .4 .3 1 .2 SLOPE= .0119 FT/FT Qin - 4.5 CFS @ 11 .89 HRS .9 .9 5. 1 Qout= 4.5 CFS @ 11 .89 HRS 1 .0 1 . 1 6.0 ATTEN= 1 % LAG- .2 MIN ' 1 . 1 1 .2 . 6.5 IN/OUT= .21 / .21 AF 1 .2 1 .2 6.6 1 .2 1 .2 .6.5 1 .3 1 .2 6.1 i `..OT '6A 100yre M Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 1 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 HvdroCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer SYsteMS ' SUBCATCHMENT 1 to 10 @saaxxxaxasass=sxcamsasCsasaxsaaxaxosaxassssxxsc=ssssssas= SUBCATCHMENT 1 AREA SOUTH OF BLDG. FLOWING TO REACH 2 ACRES CN .20 98 PAVEMENT SCS TR-20 METHOD 1 . 16 80 Wh SOIL TYPE II 24-HOUR .49 74 RIA SOIL RAINFALL= 7.0 IN 1 .85 80 PEAK= 13. 1 CFS @ 11 .91 HRS AREA= 1 .85 AC Tc= 7 MIN VOLUME= .65 AF LENGTH= 390 FT SLOPE= 4.2 % SUBCATCHMENT 2 AREA WEST OF BLDG. FLOWING TO REACH 6 ACRES CN ..42 98 PAVEMENT SCS TR-20 METHOD .06 80 Wh SOIL TYPE II 24-HOUR .42 74 RIA & W56. SOIL RAINFALL= 7.0 IN .90 86 PEAK= 6.3 CFS @ 11 .98 HRS AREA- .90 AC Tc= 12 MIN VOLUME= .3S AF LENGTH= S45 FT SLOPE- 1 .9 % SUBCATCHMENT 3 AREA NORTH OF BLDG. FLOWING TO REACH 7 ACRES CN .09 98 PAVEMENT SCS TR-20 METHOD .04 80 SOIL (FILL) TYPE II 24-HOUR . 13 92 RAINFALL- 7.0 IN AREA= . 13 AC Tc= 1 MIN PEAK- 1 . 1 CFS @ 11 .84 HRS LENGTH= 80 FT SLOPE- 5.3 % VOLUME= .06 AF SUBCATCHMENT 4 AREA EAST OF BLDG. FLOWING TO REACH 10 ACRES CN .21 98 PAVEMENT SCS TR-20 METHOD . 10 80 SOIL (FILL) TYPE II 24-HOUR .31 92 RAINFALL- 7.0 IN AREA- .31 AC Tc= 3 MIN PEAK- 3.0 CFS 0 11 .87 HRS LENGTH= 165 FT SLOPE- 3.3 % VOLUME= .13 AF ' SUBCATCHMENT 5 AREA SOUTHEAST OF BLDG. FLOWING TO REACH 8 ACRES CN .05 98 PAVEMENT SCS TR-20 METHOD . 10 80 Wh SOIL TYPE II 24-HOUR . 15 86 RAINFALL- 7.0 IN ' AREA- . 15 AC Tc= 5 MIN PEAK= 1 .3 CFS @ 11 .89 HRS LENGTH- 290 FT SLOPE= 4.3 % VOLUME= .06 AF Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 2 Prepared by THOMAS E. NEVE ASSOCIATES, .INC. ,TOPSFIELD, MA. OCT27,90 HvdroCAD Release 2.51 (c ) 1986-1990 Aoolied Microcommuter SvsteMs SUBCATCHMENT 6 to 10 s¢sea¢s¢¢sszaz=¢sa¢sssz¢s¢zzzsa=a¢¢¢¢sas¢¢z¢=¢a¢¢=¢¢a¢¢¢za SUBCATCHMENT 6 AREA SOUTHEAST OF BLDG. FLOWING TO REACH 9 ACRES CN . 18 98 PAVEMENT SCS TR-20 METHOD . 12 80 Wh SOIL TYPE II 24-HOUR 0.00 74 RIA SOIL RAINFALL= 7.0 IN .30 91 PEAK- 2.8 CFS @ 11 .88 HRS AREA= .30 AC Tc- 4 MIN VOLUME= . 13 AF LENGTH= 300 FT SLOPE= 4.7 % SUBCATCHMENT 7 ROOF AREA FLOWING TO REACH 1 ACRES CN .23 98 ROOF AREA SCS TR-20 METHOD TYPE II 24-HOUR AREA= .23 AC Tc= 2 MIN RAINFALL= 7.0 IN LENGTH- .125 FT SLOPE- 2.1 % PEAK- 2.2 CFS @ 11 .86 HRS VOLUME- .10 AF SUBCATCHMENT 8 ROOF AREA FLOWING TO REACH 3 ACRES CN .23 98 ROOF AREA SCS TR-20 METHOD TYPE II 24-HOUR AREA= .23 AC Tc= 2 MIN RAINFALL- 7.0 IN LENGTH= 125 FT SLOPE- 2. 1 % PEAK= 2.2 CFS @ 11 .86 HRS VOLUME= .10 AF SUBCATCHMENT 9 ROOF AREA FLOWING TO REACH 4 ACRES CN .23 98 ROOF AREA SCS TR-20 METHOD TYPE II 24-HOUR AREA= .23 AC Tc= 2 MIN RAINFALL¢ 7.0 IN LENGTH= 125 FT SLOPE= 2.1 % PEAK- 2.2 CFS @ 11 .86 HRS VOLUME= . 10 AF SUBCATCHMENT 10 AREA FROM OLD SUBCAT. 1 FLOWING TO POND 2 ACRES CN 1 .66 73 WETLANDS (SOIL TYPE C) SCS TR-20 METHOD .68 79 WETLANDS (SOIL TYPE D) TYPE II 24-HOUR 2.25 74 WsB, RIA, MoB SOILS RAINFALL= 7.0 IN 1 .05 80 Wh SOIL PEAK= 25.9 CFS @ 12.07 HRS 5.64 75 VOLUME= 1 .77 AF AREA= 5.64 AC Tc- 19 MIN LENGTH= 1000 FT SLOPE= 3.7 % Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 3 Prepared by THOMAS E. NEVE ASSOCIATES. INC. ,TOPSFIELD. MA. OCT27.90 HydrOCA0 Release 2.51 (c ) 1986-1990 Aoolied Microcom6uter Sv5tem5 REACH 1 to 10 mcs=s------------ascaccrosxamsmmxaassaaasssssacsasxxsxsssasascmas= REACH 1 ROOF DRAIN TO C.B. DEPTH END AREA DISCH (FT ) (SO-FT ) (CFS) 8" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= .67 FT . 1 0.0 0.0 n= .015 PEAK VELOCITY= 4.1 FPS . 1 0.0 . 1 LENGTH= 5S FT CONTACT TIME s 13 SEC .2 . 1 .3 SLOPE= .015 FT/FT Qin = 2.2 CFS @ 11 .86 HRS .5 .3 1 . 1 Qout= 1 .3 CFS @ 11 .80 HRS .5 .3 1 .3 ATTEN= 42 % LAG= 0.0 MIN ' .6 .3 1 .4 IN/OUT= . 10 / . 10 AF .6 .3 1 .4 .6 .3 1 .4 .7 .3 1 .3 REACH 2 C.B. TO C.B. DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 18" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= 1 .50 FT .2 . 1 .2 n= .015 PEAK VELOCITY= 6.1 FPS .3 .3 .8 LENGTH= 250 FT CONTACT TIME - 41 SEC .4 .4 1 .9 SLOPE- .0112 FT/FT Qin - 14.4 CFS @ 11 .91 HRS 1 . 1 1 .3 8. 1 Qout= 9.6 CFS @ 11 .90 HRS 1 .2 1 .5 9.4 ATTEN= 33 % LAG- 0.0 MIN 1 .4 1 .7 10.3 IN/OUT= .75 / .75 AF 1 .4 1 .7 10.4 1 .5 1 .8 10.3 1 .5 1 .8 9.6 REACH 3 ROOF DRAIN TO ROOF DRAIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 8" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= .67 FT . 1 0.0 0.0 n= .015 PEAK VELOCITY- 4. 1 FPS . 1 0.0 . 1 LENGTH- 110 FT CONTACT TIME - 27 SEC .2 . 1 .3 SLOPE- .015 FT/FT Qin - 2.2 CFS @ 11 .86 HRS .5 .31 1 . 1 Qout- 1 .3 CFS @ 11 .80 HRS .5 .3 1 .3 ATTEN= 42 % LAG= 0.0 MIN .6 .3 1 .4 IN/OUT= .10 / . 10 AF .6 .3 1 .4 .6 .3 1 .4 .7 .3 1 .3 Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 4 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 HydroCAD Release 2.51 (c ) 1985-1990 Aoolied MicrocoMouter Systems REACH 4 ROOF DRAIN TO ROOF DRAIN DEPTH END AREA DISCH (FT) (SO-FT ) (CFS) 8" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= .67 FT . 1 0.0 0.0 n- .015 PEAK VELOCITY= 4. 1 FPS . 1 0.0 .1 LENGTH= 60 FT CONTACT TIME = 15 SEC .2 . 1 .3 SLOPE= .015 FT/FT Qin = 2.2 CFS @ 11 .86 HRS .5 .3 1 . 1 Qout 1 .3 CFS @ 11 .80 HRS .5 .3 1 .3 ATTEN= 42 % LAG= 0.0 MIN .6 .3 1 .4 IN/OUT= . 10 / . 10 AF .6 .3 1 .4 .6 .3 1 .4 .7 .3 1 .3 REACH 5 ROOF DRAIN TO C.B. DEPTH END AREA DISCH (FT ) (SO-FT ) (CFS) .12" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= .60 FT . 1 0.0 .1 n- .015 PEAK VELOCITY= 5.2 FPS .2 . 1 .3 LENGTH= 50 FT CONTACT TIME = 10 SEC .3 .2 .7 SLOPE- .015 FT/FT Qin - .2.6 CFS @ 11 .80 HRS .7 .6 3.2 Qout- 2.6 CFS @ 111 .90 HRS .8 .7 3.7 ATTEN= 0 % LAG; 6. 1 MIN .9 .7 4.0 IN/OUT= .21 / .21 AF .9 .8 4. 1 1 .0 .8 4.0 1 .0 .8 3.8 REACH 6 C.B. TO C.B. DEPTH END AREA DISCH (FT ) (SO-FT) (CFS) 24" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= 2.00 FT .2 .2 .3 n- .015 PEAK VELOCITY= 5.6 FPS .4 .4 1 .4 LENGTH- 143 FT CONTACT TIME - 26 SEC .6 .8 3.0 SLOPE= .0063 FT/FT Qin = 18.6 CFS @ 11 .98 HRS 1 .4 2.3 13.0 Qout= 15.6 CFS @ 11 .90 HRS 1 .6 2.7 15.2 ATTEN= 16 % LAG- 0.0 MIN 1 .8 3.0 16.6 IN/OUT= 1 .31 / 1 .31 AF 1 .9 3. 1 16.7 1 .9 3. 1 16.6 2.0 3. 1 15.6 Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page S ' Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 HvdroCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer Systems REACH 7 C.B. TO F.E. DEPTH END AREA DISCH (FT ) (SO-FT ) (CFS) 24" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= 1 .73 FT .2 .2 .3 n= .015 PEAK VELOCITY= 5.8 FPS .4 .4 1 .4 LENGTH= 15 FT CONTACT TIME = 3 SEC .6 .8 3. 1 SLOPE= .0067 FT/FT Qin = 16.7 CFS @ 11 .92 HRS '. 1 .4 2.3 13.4 Qout= 16.7 CFS @ 11 .92 HRS 1 .6 2.7 15.7 ATTEN= 0 % LAG= 0.0 MIN 1 .8 3.0 17. 1 IN/OUT= 1 .37 / 1 .37 AF 1 .9 3. 1 17.3 1 .9 3. 1 17. 1 ' 2.0 3. 1 16.0 REACH 8 C.B. TO C.B. DEPTH END AREA DISCH (FT) (SQ-FT ) (CFS ) 8" PIPE. STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= .67 FT ' . 1 0.0 0.0 n= .015 PEAK VELOCITY- 3.6 FPS . 1 0.0 . 1 LENGTH- 36 FT CONTACT TIME - 10 SEC .2 . 1 .2 SLOPE- .0119 FT/FT Qin = 1 .3 CFS @ 11 .89 HRS .S .3 1 .0 Qout= 1 . 1 CFS @ 11 .90 HRS .5 .3 1 . 1 ATTEN= 12 % LAG= .S MIN .6 .3 1 .2 IN/OUT= .06 / .06 AF ' .6 .3 1 .2 .6 .3 1 .2 .7 .3 1 . 1 REACH 9 C.B. TO C.B. ' DEPTH END AREA DISCH (FT) (SO-FT ) (CFS) 12" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH= 1 .00 FT . 1 0.0 .1 n= .015 PEAK VELOCITY- 4.8 FPS .2 . 1 .3 LENGTH- 153 FT CONTACT TIME - 32 SEC .3 .2 .7 SLOPE- .0119 FT/FT Qin = 4.0 CFS @ 11 .89 HRS .7 .6 2.8 Qout= 3.4 CFS @ 11 .90 HRS ' .8 .7 3.3 ATTEN= 15 % LAG- .9 MIN .9 .7 3.6 IN/OUT= . 19 / . 19 AF .9 .8 3.6 ' 1 .0 .8 3.6 1 .0 .8 3.4 ' Part V:Additional information tot a Daportmont of the army Permit t. COE Application NO. 2• — ' (to to orovided ov COE I 1Name of Watorway) 3. Narimb and as00MM of orcoeny owtic►o odioininq your property; A. DOCument otnst prnitrrt al1rnswtive5(i.e. fjir*t iv.atlor3 andior C.nstruclion methods.Darticuterly those that WN)Ir1 tllirfIVA a the di3G l>'rQa°of diedged ur(ill lni't,Pal inlu Nett•Is yr wetlasradai. g, 8 t,li" i'11 drawings in pltonview and croct•eectlon.VDIA"Mg Ir's rosoWce area and thti Vropossa aMly ity within the reetsu!eo oroa.5rawingt mutt be 10 sC1116 anq tahould be clear enough to-pholocooyang. Certification is required front tree DIVbIOn Of Water P!$110um Comiul Wore the Federal permit can be istuea.canillCmwn titay be obtained by contaf.Ong the plvisioA of Wdtcr Pollution Control,t tiv;ntef$trees, Isoaton.Movoaohuontta ogle&. WIvere the activity will take place within the arso uronr the Maassachucens approvso Coastal Zone Management progiam,the applicant rectifies that his of ot,udCda0vity Complies with and will by Wdueted ' In a manner that Is Goneletent with the approved prograln. Inlorn►atinn provided will be used in evaluating the tip;llcoll,an for a permit and Is made a rMtler of P00110 reloord through ittuaries of a pubhe notice.disclosure of this lntarmstlnnit:voluntary,however,if ntx:umry ' intot'mation Is not provided.the application cannot be pia ce;ta6d nor con a larmli be lasted• f hereoy cemy unoof the patens ann_ponaities of perl^thpr tho fn►agning Not•ce of Infetil al;d aaccLolultt lykip plans,cocumonts acne supponin;ca/a are true anO 3PP019111Y.Ip Ine bell of my knu•,vlfJye /0 A ' Sipna 1!t or ant Date ' 61;nature of APC1lcani's Represeniative bate FORM °t...P..•.. t. CAE t•..•A3a.atnt•H W NQl'!AC! 1 Met 102- N I0 100 1 T E 61 1 f ,,,, A, .,.ettt. .11.c..........1..rot.6.•tt. I MAY 82 •?I+t...a....1 au.1..... t.,., Lrru trtr.t f•► t P4.0,1 q.aeu.♦.tr....n. t. auleta afbVll.a ..1.101164 hisitt •eler►. TM office ' .f M•natowlet 01.e 0.4N/M401...•of..•t.1 N..•%...I;..•.ta.i••♦%t tat Its Ateor t-of .f L118.01trt. Ctlll Auten V7V.•9:)d ane 610tfatloo Utt of It alertr.tt list o/Ntta" U's .uuR.•./ Y•la b t•t ..A t•.nt 3.7 i CE OF ZrTTE T FEEnnta�'I' T, F DFPATaPM OF IIJVIICR'g=L PRMDC.TION DIVISION OF WETLANDS AND VMZ =S NOTICE OF INTEtyr (NOI) APPLICANT: PROPERTY 04�TER: Name '8OS-' &xT PAS rovsr Name 7,42- N&z*-' Street Street City/Town p dE7z /L L � City/T own State /UJ�' Zip Code /83o State - Zip Code Phone Number So8'373'3Uoo Project Location: Street/Lot Number Co r�`3�f GUI'u-o�•cr STTz�'�T—Soarer . City/Town Nu�rtt �yr�Yc2,��9-s's. o/egS DEP FTT F NLZSER (if available) NOI FILING FEE pI5PtT1'ID FEE Total NOI Filing Fee: $ 525•OD Total Disputed Fee: $ (as determined in Notice of State Share of Filing Fee: $ 25'0•oo Insufficient Fee letter from (1/2 of fee in excess of $25.00) oonservation =mission) City/Town Share of State Share of Fee: $ Filing Fee: $ 2 7s• (1/2 of total disputed fee) City/Town Share of Fee: $ (1/2 of total disputed fee) NSTRUCIWIS 1. Send this Fee Transmittal form with a &seck or money order, payable to the cmm=wealth of Massachusetts, to the DFD Lock. Box at: Department of E7rvirormental protection ' Box 4062 Eton, MA 02211 2. Attach a copy of this farm to the Notice of Intent submitted to the local Conservation Cmmission. 3. Attach a c of this form and a ooPY of the DEP check to each of the Notice of Intent forms submitted to the DEP regional office. 11/10/89 10.53(3e) SHALL NOT BE SUBJECT TO ADDITIONAL FEES Kf�II CORY' 1j, $55 PER ACTIVITY = �� if said activities are reviewed under a SINGLE NOI a• 'Existing House/residential lot (addition, deck, C. Construction of EACH ROADWAY/DRIVEWAY within the — ( aarsge,pool, shed,or DRIVEWAY) — Buffer zone or Coastal Floodzone NOT reviewable under 310 CHR 10.53 tie) and NOT associated with a SFH B. Site Preparation (removal of vegetation, exca- _ D. HAZARDOUS WASTE CLEANUP (except as noted in vation grading where home construction Isn't category 4) proposed under this NUI) C. Control of nuisance vegetation by removal, herb- TOTAL CATEGORY 3 ACTIVITIES icides, etc. within a Resource Area PER LOT i pursuant to 310 CMR 10.53(4) CATEGORY 4 $725 PER ACTIVITY t D. Resource Area Improvement pursuant to 310 CMR A. EACH WETLAND FILLING/CROSSING LIMITED PROJECT _ 10.53 (4) other then IT' ah,jve ACCESS ROADWAY/DRIVEWAY under 310 CMR 10.53 (3e) E. SEPTIC SYSTEMS or DIN �,,,rt tt,,:reof/cepaira, associated with COMMERCIAL, INDUSTRIAL, INSTITU- - TIONAL DEVELOPMENT OR RESIDENTIAL SUBDIVISION replacement, UPGRADING CONSTRUCTION. (*see category 2g•for SFH driveways*) F. Monitoring Hells/well — B. Flood Control Structures (construction, REPAIR, and/or modification) j TOTAL CATEGORY 1 ACTIVITIES C. LANDFILLS-pub Tic A private _ CATEGORY 2 $250 PER ACTIVITY D. SAND 6 GRAVEL OPERATIONS _ A. EACH NEW single family house (SFH) INCLUDING — E. NEW railroad lines or EXTENSIONS of EXISTING site preparation, retention/detention basins, lines - utilities, SEPTIC SYSTEM, roadway/driveway other than those pursuant to 310 CMR 10.53(3e) F. Control of NUISANCE VEGETATION under 310CMR If reviewed under a SINGLE NOI 30.53(4) other then on a SFH lot B. Parking lot/ ANY size — G. BRIDGES (construction, reconstruction, expansion, I C. Beech Nourishment maintenance) ASSOCIATED with a SFH lot Raising or lowering WATER LEVELS .:oastal Activities pursuant to 310 CMR 10.24 N._ (7a-0 including 7a-Electric Generation Facilities, 1. ALTERATION OF RESOURCE 'AREA A diversion of water _ 7b-Public Utilities, 7c-Coastal Limited Projects associated with HAZARDOUS WASTE CLEANUP, non- including REPAIR/MAINTENANCE of EXISTING piers, mosquito control projects, or for ANY OTHER PURPOSE buildings culverts, etc. NOT EXPRESSLY IDENTIFIED ELSEWHERE IN THIS FEE SCHEDULE I C. LIMITED PROJECT ACTIVITIES pursuant to 310 CMR — 3. DREDGING ACTIVITIES not associated with a NEW 10.53 (a-d) AND 310 CMR 10.53 (f-1) per footprint dock, pier or other structure described in category 5 F. NEW agricultural/squacultural projects _ TOTAL CATEGORY 4 ACTIVITIES _ I G. EACH WETLAND DRIVEWAY CROSSING associated with _ a SFM pursuant to 310 CMR 10.53(3e) CATEGORY 5 $2 PER LINEAR FOOT; TOTAL FEET NOT TO BE LESS H. ANY point source discharge — THAN $50 NOR MORE THAN $1000 i A. Construction, reconstruction, REPAIR, or replace- _ I. ANY OTHER ACTIVITY not described in categories — sent of DOCKS, PIERS, REVETMENTS, DIKES, or other 1,3,4 d 5 engineering structures on COASTAL or INLAND RESOURCE TOTAL CATEGORY 2 ACTIVITIES AREAS including the placement of RIP-RAP or other I — material on coastal or inland resource areas CATEGORY 3 $525 PER ACTIVITY TOTAL CATEGORY 5 ACTIVITIES — A. SITE PREPARATION for ANY development other than — TOTAL FILING FEE CALCULATED fs g for a SFH INCLUDING removal of vegetation, (Print Name) excavation d grading when actual construction is PERSON CALCULATING FEE SCHEqULE � �IVC. NOT proposed under this NOI S'2S ADDRESS 9W�S1�STIR&?' T�SF/�Yo M B. CONSTRUCTION OF EACH BUILDING within commercial, �8s industrial, Institutional, or apartment/condo/ TELEPHONE NUMBER 8S 7 8r8 ( iwnhuuse type of development, ANY PART of which ♦�//�� s in a BUFFER ZONE or RLSOURCE AREA. Associated SIGNATURE `:Glut_ DATE activities: site preparation retention/detention basin construction,septic systems, parking lots, utilities, point source discharges, sewerage treatment I MACC Newsletter HYDROLOGY ANALYSIS LOT 3A - NORTH ANDOVER BUSINESS PARK EXTENSION ' OCTOBER 27, 1990 The following is an analysis which compares the actual runoff rate to that which was proposed for the site. The original calculations were revised in order to calculate the 100 year flood plain south of the new road, prior to exiting the site via 2-24" diameter ' culverts. The upstream wetland was modeled as a detention pond since some attenuation will occur. ' The actual site as proposed was analyzed and compared to the original work done for the subdivision. The runoff shall be "ultimately" controlled by the central detention pond existing in ' the present park. Additional detention can be installed at the 2- 24" crossculverts to reduce "local" - lot impact, however our recommendation is to allow it to flow into the central detention pond where the effect shall be insignificant. i 1 �J zo�r�LaT ff yO�ux�6y ��oT 3 A� . . . yr. S+c��-, �jpE' ,srsi�v� Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 1 Prepared by THOMAS E. NEVE ASSOCIATES. INC. .TOPSFIELD. MA. OCT27.90 HvdroCAD Release 2.51 (c ) 1986-1990 Anolied MicrocoMouter Svstem5 SUBCATCHMENT1 to 9999 maaaaoa=aamaaaamam-mmmaame=aa=ase=aacaaaama=ama==saa=aa= SUBCATCHMENT 1 AREA SOUTH OF BLDG. FLOWING TO REACH 2 ACRES CN .20 98 PAVEMENT SCS TR-20 METHOD 1 . 16 80 Wh SOIL TYPE II 24-HOUR .49 74 RIA SOIL RAINFALL= 4.8 IN 1 .85 80 PEAK= 7.7 CFS @ 11 .92 HRS AREA- 1 .85 AC Tc= 7 MIN VOLUME= .38 AF LENGTH= 390 FT SLOPE- 4.2 % SUBCATCHMENT 2 AREA WEST OF BLDG. FLOWING TO REACH 6 C' ACRES N .42 98 PAVEMENT SCS TR-20 METHOD .06 80 Wh SOIL TYPE II 24-HOUR .42 74 RIA & WsB SOIL RAINFALL= 4.8 IN .90 86 PEAK- 4.0 CFS @ 11 .99 HRS AREA= .90 AC Tc- 12 MIN VOLUME= .22 AF ' LENGTH= 545 FT SLOPE- 1 .9 % SUBCATCHMENT 3 AREA NORTH OF BLDG. FLOWING TO REACH 7 1 ACRES CN .09 98 PAVEMENT SCS TR-20 METHOD ' .04 80 SOIL (FILL) TYPE II 24-HOUR . 13 92 RAINFALL- 4.8 IN AREA= . 13 AC Tc= i MIN PEAK= .8 CFS @ 11 .84 HRS LENGTH= 80 FT SLOPE= 5.3 % VOLUME- .04 AF SUBCATCHMENT 4 AREA EAST OF BLDG. FLOWING TO REACH 10 II ACRES CN .21 98 PAVEMENT SCS TR-20 METHOD ' . 10 80 SOIL (FILL) TYPE II 24-HOUR .31 92 RAINFALL- 4.8 IN AREA- .31 AC Tc= 3 MIN PEAK= 2.0 CFS @ 11 .88 HRS LENGTH- 165 FT SLOPE- 3.3 % VOLUME= .09 .AF SUBCATCHMENT 5 AREA SOUTHEAST OF BLDG. FLOWING TO REACH 8 ACRES CN .05 98 PAVEMENT SCS TR-20 METHOD . 10 80 Wh SOIL TYPE II 24-HOUR .15 86 RAINFALL= 4.8 IN AREA= .15 AC Tc= 5 MIN PEAK= .8 CFS @ 11 .89 HRS LENGTH= 290 FT SLOPE= 4.3 % VOLUME= .04 AF Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 2 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 HydroCAD Release 2.51 (c ) 1986-1990 Applied Microcomputer Systems ' SUBCATCHMENT 6 AREA SOUTHEAST OF BLDG. FLOWING TO REACH 9 ACRES CN . 18 98 PAVEMENT SCS TR-20 METHOD . 12 80 Wh SOIL TYPE II 24-HOUR 0.00 74 RIA SOIL RAINFALL= 4,8 IN .30 91 PEAK- 1 .9 CFS @ 11 .88 HRS AREA= .30 AC Tc= 4 MIN VOLUME= .08 AF LENGTH= 300 FT SLOPE= 4.7 % ' SUBCATCHMENT 7 ROOF AREA FLOWING TO REACH 1 ACRES CN .23 98 ROOF AREA SCS TR-20 METHOD TYPE II 24-HOUR AREA= .23 AC Tc= 2 MIN RAINFALL= 4.8 IN LENGTH= 125 FT SLOPE= 2.1 % PEAK= 1 .5 CFS @ 11 .86 HRS VOLUME= .07 AF I SUBCATCHMENT 8 ROOF AREA FLOWING TO REACH 3 ACRES CN ' .23 98 ROOF AREA SCS TR-20 METHOD i TYPE II 24-HOUR AREA= .23 AC Tc= 2 MIN RAINFALL- 4.8 IN LENGTH- 125 FT SLOPE- 2.1 % PEAK- 1 .5 CFS @ 11 .86 HRS VOLUME= .07 AF SUBCATCHMENT 9 ROOF AREA FLOWING TO REACH 4 ACRES CN .23 98 ROOF AREA SCS TR-20 METHOD TYPE II 24-HOUR AREA= .23 AC Tc= 2 MIN RAINFALL= 4.8 IN LENGTH- 125 FT SLOPE- 2.1 % PEAK= 1 .5 CFS @ 11 .86 HRS ' VOLUME- .07 AF Data for ACTUAL PROPOSED SUBDIVISION CONDITION (LOT 3A) Page 3 Prepared by THOMAS E. NEVE ASSOCIATES, INC. ,TOPSFIELD, MA. OCT27,90 i droCAD Release 2.51 (c ) IS86-ISSO Applied Microcomputer SvsteMs REACH 1 to 9999 ----------=m=----- sao=sao=a®a=as=m=a==o====s===a=as=sa==m==== REACH 1 ROOF DRAIN TO C.B. DEPTH END AREA DISCH (FT) (SI-FT ) (CFS) 8" PIPE STOR-IND METHOD ' 0.0 0.0 0.0 MAX. DEPTH= .67 FT . 1 0.0 0.0 n- .015 PEAK VELOCITY= 4.2 FPS . 1 0.0 . 1 LENGTH= 55 FT CONTACT TIME - 13 SEC ..2 . 1 .3 SLOPE= .015 FT/FT Qin = 1 .5 CFS @ 11 .86 HRS .5 .3 1 .1 Qout= 1 .4 CFS @ 11 .85 HRS .5 .3 1 .3 ATTEN= 10 % LAG= 0.0 MIN .6 .3 1 .4 IN/OUT= .07 / .07 AF .6 .3 1 .4 .6 .3 1 .4 I .7 .3 1 .3 REACH 2 C.B. TO C.B. DEPTH END AREA DISCH (FT) (SQ-FT ) (CFS) 18" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH- 1 . 10 FT .2 . 1 .2 n= .015 PEAK VELOCITY= 6.1 FPS .3 .3 .8 LENGTH= 250 FT CONTACT TIME - 41 SEC .4 .4 1 .9 SLOPE- .0112 FT/FT Qin - 8.9 CFS @ 11 .91 HRS 1 . 1 1 .3 8. 1 Qout= 8.6 CFS @ 11 .92 HRS 1 .2 1 .5 9.4 ATTEN= 3 % LAG= .7 MIN 1 .4 1 .7 10.3 IN/OUT= .45 / .45 AF 1 .4 1 .7 10.4 1 .5 1 .8 10.3 1 .5 1 .8 9.6 REACH 3 ROOF DRAIN TO ROOF DRAIN DEPTH END AREA DISCH (FT) (SO-FT ) (CFS) 8" PIPE STOR-IND METHOD 0.0 0.0 0.0 MAX. DEPTH- .67 FT . 1 0.0 0.0 n- .015 PEAK VELOCITY- 4.2 FPS . 1 0.0 .1 LENGTH= 110 FT CONTACT TIME - . 26 SEC .2 . 1 .3 SLOPE- .015 FT/FT Qin - 1 .5 CFS @ 11 .86 HRS .5 .3 1 . 1 Qout= 1 .4 CFS @ 11 .86 HRS .5 .3 1 .3 ATTEN= 11 % LAG= 0.0 MIN .6 .3 1 .4 IN/OUT= .07 / .07 AF .6 .3 1 .4 .6 .3 1 .4 .7 .3 1 .3 . . • • P/ • -- - CHECKED DESIGN STORM ' ■ FILM MICROELECTRONICS, INC. November 21, 1990 Xr. James Bourgeois R.A. President EDc 447 Old Boston Road Topsfield, NA 01983 Dear Jim: A11 hazardous material must be packaged and shipped according to Department of Trans ortation regulations which are detailed and extensive. It a the responsibility of both the manufacturer and carrier of the goods to comply with these regulations which allow for the safe transport p of the � goods. Attached is a partial listing of DOTguides with the transportati of hazardousmaterialss. Further information is available from the Code of Federal Regulations, Title 49, parts 100-179. since n Kin V.P. Operat ons JK/eas Attachment 'GB CENTENNIAL D41VE PEABODY MA C1960 TEL t'06, 511 8931 FAX (SC6:53-C ?�5� I Y � I l . Research and Spec ial programs Administration • Listing of Publicationsle I I publications and handout saterials era available and say ba The following p I, obtained by 'writing M. Departstent of ?rarsportation Research and Special programs Administration 400 seventh Street, S.V. pHM•so Roam 8104 Vasbington, D.C. 20590 loll f the aides and training Dsctdouts listed bolow MAY be saprodu- ote: Anyo g ant is not cttangad in arty vay. t ermiasion as 'or& as the decree sad without p not a ear If the document is changed or translated. then the DO? logo may pP on the document. PALL, ABOUT RADIOACTIVE !U►?F�tI 15 iO pAaActS" . A guide for auporvisors St . cargo tersin#ls• Provides basin i o�veat�4 essary radiation adle oxposura g Atka sa roper' and how to p satezials p $ p of cargo handlers during the rAmAl t to sdo in "se of acciderCIn tion, this booklet contains inforsatien or e0ha October 1984. -DOT SgECIFiCATiON CYLINDERSpHIPPI%0 CONTAINSU• • Intended to serve as an carriers, of ouioresrs) aid for in-house use (for shippers, edhan reviewing basardous oatazials p roosdurss. Augwt 198b. *DOT SPECIFICATION METAL pa?ARLE TANKS", • A training aid for it •bowe are to assist shippers• carriers, and oniosgaesu Of irss*nts. and intermodur(IM) _ sneral s q tions - Includes daiini • g i u ations or 1 tanks s etial requirements. portable to p eos�on O1 " Definitions of 01rIEREaoARD CONTAINERS COM014 1les� d *&shags. June 1987. terminology and ex=plas of box sty • • Ra uirssents for DOT Speaifieations TIONS FOR PLYWOOD IORLS q ification 193: Voodan DOT SpgCIFICA od Cleated and tpac 19A: Wooden soxas. Glued plywood Rotas, Clued plywood Nailed. =eptalber 1987' US MATERIALS 'DOT PENALTY ACTIONS RFsumNG FROK VIOLA?ION ties of ahippsr p and carriers iitvoiving UGUTATIONS' - Offenses and penal the transportation of hazardous sate radioactive saterials esiroute. 'DOT/RSPA/0V4T•89/04. New edition published each 11:'20,/'90 _:56 F I Frei ri I C POELEC f 10. OCIE. 004 •EX mPLES OF TYPICAL DOT SPECIFICATION FIBER DRUMS' - Specifications for dry and liquid products and determining proper fiberboard strength, examples of markings. September 1987. `FIBREBOARD CONTAINERS COMMON TERMINOLOGY" - Definitions of common terminology and examples of box styles and markings. June 1987. *GUIDE FOR BROKERS, FORVARDING AGENTS, FREIGHT FORVARDERS AND VAREHOUSEHWff - An aid for in-house use when reviewing your hazardous materials procedures. June 1987. "GUIDE FOR CARRIER.S" - An aid to assist 'for Dire" carriers and "private carriers" of hazardous materials. June 1997. "GUIDE FOR HAZARDOUS MATERIALS SHIPPING PAPERS" - Designed for in-house use when reviewing hazardous materials shipping pager requirements. December 1987. "GUIDE FOR REUSE OF PACKAGINGS (BOXES, KEGS, CYLINDERS AND STEED. DRUMS}" An In-house training aid for use when reviewing the requirements or the reuse of containers abstracted from Code of Federal Regulations, Title 49, parts 100.177. September 1987. 'CUYDE FOR MANUFACTURES AND VENDORS OF HAZARDOUS MATERIALS CONTAINW" -intended to serve as an aid for in-house use when reviewing compliance procedures in the manufacture of containers. June 1987. *GUIDE FOR MARKINGS" - Prepared as an aid to shippers and carriers of hazardous materials who have a reed to know about the proper marking on the outside of shipping containers. December 1987. "GUIDE FOR pREPARINa HAZARDOUS MATERIALS INCIDENT REPORTS" - Instructions and requirements on filling out the DOT Form F $800.1. *Hazardous Materials Incident Report." January 1990 (revised). "GUIDES FOR THE INSPECTION OF: HAZARDOUS MATERIAL SHIPMENTS. HAZARDOUS VASTE SHIPMENTS, MC-306 CARGO TANKS, SPENT NUCLEAR FUEL SHIPMENTS, RADIOACTIVE MATERIAL SHIPMENTS` - These five guides were produced to -provide a uniform procedure to apply the Federal Hazardous Materials Regulations contained it Parts 171.179 of 49 CFR. They are designed to serve as a basis for vehicle inspection and may be modified by the states to fit their regulations. The procedures may be used for training purposes or as an aid to the actual Inspection process. Target audience - state enforcement personnel. November 1998 (revised) + Note: Limited distribution to industry. "CUYDE FOR SHIPPERS" - An aid to assist shippers of hazardous materials which includes step-by-step instructions to aid compliance with applicable DOT Regulations pertaining to the shipment of hazardous materials. Jute 1987. 2 ii • �HAZaR,DOUS MATERIALS DEFINITIONS" irterAsd as a training aid for all who may become involved with hazardous *aterials. interested parties e Code of Federal Regulstion6. Abstracted from th Title 44. !arts 100.177. December 1987. wyA71►RDOUS MATERIALS INFORMATION IXCMNGE • USIR•S GUIDE" • lrovidas detailed instructions on the operations Of h989 evis.,a onic bulletin board features. DOT/RSP 0MMT/89-03: Augurt 2AL3 PACKACgS" • A guide for cargo handlers. *NOV TO �LI RAt?IO�tCTI HATER lato published by the Department of Transportation and the Ruelear lAgu ry • Coomnission. May 1983. . US LkTpIIAIdi SHIPMENT VIOLA A art 1 listing INIIiCAT OF MpyAADO Of it" t a an enf are o spot- or compliance with the DOT Hazardous 1�ate R ations. July 1486. ng old. "RADIOACTIVE MATERIALS D Definitions abstracted from EFIN Sitle 44 0f the eCode of federalnded as a tralrA R gulations. Parts 100.177, Section 173.403. November It$7• vAN OVSgVIEW OF Z'HE FWD REMnATORY 8 FOR HAZARDOUS MATIRIAZa 'jWSPORTATION." DOT/RSPA/0KKT•d4/0S• Aug"t 1989- SpOATATIoN HAL►RDOt,S MATERIALS UMIATORY AND C T PROGRAMS A T 1989. pOVtRNOR 5 GUIDE August srochurss and LafIfts -CHARY 9` - Color illustrations of Hazardous Katerials Warning Labels and Placards, including information on international placarding, international labeling, and UN/NA identification number system. November 1986. 'HAZARDOUS MATERIALS TRANSPORTATION ACT- • public Lav 93-633, 93rd Congress, H.R. 15223. January 3, 1975. °HAZARDOUS K4TZRIALS TRANSPORTATION SAFETY NEWSLMZR" - Qu&rterly publication. "INTERNATIONAL SYSTEM OF UNITS (8I) FOR RADIOACTIVE MATERIALS IN TRANSPORTATION" 0 Intended to aid persons in UKdersueding the relationships betvaen the International System of Unite (91) and the custoaary units for radiological measurements. July 1987. •THE NATIONAL. OIL AND HAZARDOUS SUBSTANCES RLSPONSE SYSYZK- A brief description of the National Oil and Hazardous Substances Rssponae System. February 1988. ajaSEARCH AND SPRCIAL PROGRAMS ADMINISTRATION - OFFICE OF HA7RRDOUS ! IMILIALS UANSPORTATION" - A functional description of the Office of Hazardous Materials Transportation. June 1988 4 11120'90 � r to r u�ticvcLz • • 'AA=AL REPORT ON HAZARDOUS MATERIALS TRANSPORTATION" - Overview of the year's activities within the Department's Hazardous Material Regulatory Program. Published each year. •A RFVIEV OF THE DEPARTMENT OF TRANSPORTATION RECUTATIONS I'OR TRANSPORTATION OF RADIOACTIVE MATERIALS" - An overviev of the =sgulations governing the of radioactive material ship®ants. 1983. transportation - "COt4IVNTTY TEAMWORK: VORKINC TOCETHER TO PROMOTE HAZARDOUS XATERIALS TRANSPORTATION SAFETY' . Designed to provide ideas on how to develop a ens ortation safe program at the Most economical gals transportation safety hazardous water P soar defense. fire lice. emergency service/ cost. For State and local � � enc c ivil transportation, public safety and environmental protection officials. Ma/;e 1923 • NT NL`C F'iTEL ?RaWs was prepared fDepartmen a or y the State o e p pamphlet is to demonstrate the comprehensive Inspection/esc radiated nuc or fuel shipments through the state.Th ction scribe e shed for radioactive materlsl shipments in general ar nc u es64s vllich are uni us td theme types of shipments. duly 19aspect 4 'LESSON ED" on ed fro mxps _ trot prs rsspans o m1a ials transportation. December 1989. The following reports are available from: U.S. Department of Commerce National Technical Information Service (lrTIS) 5285 Port Royal Road Springfield, VA 22161 (703) 487-4785 D RURAL ARF�15 TO DEVELOP A X47ARDOUS MATERIALS MANIIA1. FOR SMALL TOWNS AN taRCBNCY PLAN'- - Phase II-Final Report, January 1986 DOT report rvaber DOT/OST/P-34/86/041. NTIS P9 86-227402 A07/A01. • INFORMATION AEOUT SHIPKF.NTS OF dtADIOACTIVE AND OTM OPTIONS FOR GATHERING -61-57-2. Report- June 1986- DOT/RSPA/DHRS US R�RATEIZIALS Final p 1RAZAF�O 'RISS,ASS Nstc 9 ( ised}.USD02/OP-34/86/043 O .SNI«IPR! 223831 AREA A07/A01 5 f ERABYLITY VALIDATION MDY" • Volume 2. Appendices' II 'RISK AS .SSKEM/VLV Individual Studies. Lhasapinal geport. Jun* 1963. DOT/OST/p- 34/66/042. NTISe ID 66.2444 All/A01. •1RANSPORTA?IOr OF llA7lRAflUS pATF.RIALS' - Urban Consortium for Tachnolo=y J Initiatives. September 1980. DOT-1-80.46. wns « Pb 82.262353 A03/AOI. 4 f 6 •A NAL►RDOUS INCIDENT. . . THE FIRST RESPONDER` 30:00 minutes Yxplains the proper procedures and awareness for responders to a hazardous material incident vho are first on the scene. basic approach, identification and communication methods are outlined. The video discusses and explains the proper use of shipping papers, the DOT 9&ergency Response Wdabook and the MA 704 recognition standard. "AUARLNESS FOR INITIAL RESPONSE TO dAUMUS MATERIALS INCIDINTS" 18:00 minutes Designed to Rive potential first•on-soon• responders an awareness of the classification, identification and transportation of basardow material, and initial response procedures to take in the event of a hazardous materials Incident. Topics of discussion include hazard classes, shipping papers, labeling, placarding, VN/NA I.D. marking, interaodal transportation (sir. vater, rail and highway) and first-or-scene response procedures. Hazardous Kateriala Vorkshop-OHAZt+U1T STILLS: EVACUATE OR ATTACK" 43:00 minutes A panel discussion on the railroad txguportation of hazardous materials. r • Includes the film 81ave. Inel . nos rasr•�am��r�•,i•:-aa-ss asaboJs, ce•vt••l) a Engineering fo.Development s Inc. November 7, 1990 Mr. Chris Huntress, Town Planner 120 Main Street North Andover, MA 01845 Re: Special Permit Application Bayfield Company/Film Microelectronics Proposal Lot 3A, North Andover Business Park Extension North Andover, MA Dear Chris Attached is a copy of a letter from Mr. John King, V.P. of Manufacturing of the Film Microelectronics Company for which the Bayfield Company proposes to construct a 30,000 s.f. facility on Lot 3A of the North Andover Business Park Extension. The letter contains a profile of the company and its operations which I believe provides most of the information that the Planning Board and Town Departments have requested including a short history of the corporation, the products it produces, size of work force hours foperation n p p o s o and details of material and chemicals which are part of their manufacturing processes, and how they are handled. I would also like to address several other areas about which information has been requested. Water & Sewer Impact The proposed facility will use approximately 4850 GPD from the Town water system. Of this figure 3,000 GPD will be used in a water de-ionizing process. The balance is estimated to be needed for domestic purposes. Discharge into the Town Sewer system via Willow Street and the Flowage Inc. pump station on Route 114 will be approximately 4100 GPD comprised of 2,250 GPD of uncontaminated process discharge water and an estimated 1850 GPD from domestic use (calculated according to Title V of the State Sanitary Code). HVAC Equipment Noise The proposed facility will require an estimated 160 tons of air conditioning of which 75 tons will provide for the base building/office needs, and 85 tons will provide for the clean room/assembly and test areas where the manufacturing actually takes place. A question has been raised as to what extent the additional HVAC equipment serving the manufacturing areas will contribute to noise levels that are greater than is customary for a building of this type. Please be advised that 100% + increase in HVAC tonnage will not significantly increase the noise level at this facility because the roof-top HVAC units (RTU's) serving the manufacturing areas will .be, with the exception of added air purification filters, of the same type as those serving the base building/offices. The respective sound levels will, for practical purposes, merge as opposed to add to one another in a manner which is typical for wave phenomena such as light and sound. The,facility will therefore have exterior sound levels comparable to an office building of the same size and configuration which field investigations will confirm is not objectionable in normal NEW MEADOWS PROFESSIONAL BUILDING 447 OLD BOSTON ROAD TOPSFIELD, MA 01983 PHONE (508) 887-9066 FAX (508) 887-3480 Y applications such as this one. Construction Schedule Also attached is a letter from Mr. Stephen Foster of Channel Building Company which outlines the proposed construction sequence for the roadways and the building project. It calls for preparation of the subbase for Flagship Drive extension in order to access the site and permit construction of the building foundations before the end of the year. The building would be framed and closed in during January and February of 1991. The balance of the roadway, utility and building construction work would be completed in the Spring, with building occupancy scheduled for July 1991. 1 would like to take this opportunity to thank the Department of Community Development and the Town Boards for the cooperation they have extended to us in getting the second phase of the Business Park and the permit process for the project underway. If you or any of the Town Departments have further questions,please do not hesitate to call myself, representatives of the Channel/Bayfield Companies or Mr. King of Film Microelectronics at (508) 532-9962. Sincbrely, �w� vti James Bourgeois, R.A. President cc: John King, V.P. Manufacturing, Film Microelectronics North Andover Town Departments Robert Webster, Channel/Bayfield Companies Paul Kneeland, Channel/Bayfield Companies Greg Wiech, Channel Building Company Steve Foster, Channel Building Company I FILM MICROELI?CTRONICS, INC. NovAotber S, 1994 Mr. psul J. Kneeland Da field bevel.opmeut 241 Mock Road Aararhi , 1.1 MA O3,635 Dear Peu1 ; The follow!.nf narrt+r_ive boiefly describes the history , ant end future direction of Filth produrtn , procenoen, pl 141eroeattetroniCst Inc . . (FMI) . If you have questions on Atly subject subjectl I Will be glad to expou»d in detail . FMi wes founded in 1956 as the electronic films divinion of Xerox Corporation . In 1967 , xarox sold the division n to its than chief engineer , Mr . Jaeten McDonald , - and a group of invent+ora . Mr . McDonald became the first president and# ns another company existed named Electro-Film,a , Mr . McDonald renamed the eomptiny Filar Microelectronics as his desire was to expend the company into the microelectronics industry which was in its infancy . Over the years, the company ahnngeQ hands several times being acquired by 9artech tabn in h Avnet Cor oration in aired A p a he acquired y 1979. SartAch w ti then 4 1992. Avnet relocated the majority of the operation from Burlington to Peabody in 1986, merging with several other high--tech electronic: acquisitions to form Avnet Microtschnotogies , Inc. In late 1908, Avnet decided to divest its high-technology mnnuforturing oPerstiotts to roncontrate on their core busineAft - componOnt distribution# in which t1ifty are t;hot world Jeadev . FMI was the last unit. to be sold . Ffil wen of f ici.nl ly sold on .lanunry 26, I990, toe group of inventors hooded by C. E.O. /President and Chairmnitt Tlte Dort Snider , former Executive Vice President of Avnet. tent of the investment group/mnrt-+l;ement team consists of gxr.cut ive Vice President/Ge"Orat tip,toger , P:•i.eco DeMercuri.o, former Ul relator of t)l,nrationn for Avnet ; V1.c:e President of Engineering, Ron Ovr_rko, a t:aenty_plu9 yenr veteran of tile, mi.croclectrantts ittditntry ; Vice President of Manufactari"J"t John King, n Notth Andover renident , and Vice President of! ,!ales , )oltn 1.;ishoY whu find worked for Avnet . Micr•otechnologies/Sert:ch labs. The mnjority interest was purchttie-1 by Pacific Litfotec,l, Corporation, a group of Califurnl.a investors involved in launinees ventures around the world . .Arf•'Ff71 SI:I,il ... ' C i f.1t � •- ' r .. r. . 4 •., .. , • ll ►.f5 :� .•i : �� t IL�t ttl�:r•i:d�l.E.r laf.ntn �k�.� _ _ FMI manufactures sophisticated microelectronic assemblies, substrates and microwave chip resistors for high reliability def entre , e:t`roapnce and Microwave applic ations . The hybrid microelectronic market in expanding in all ,segments as requirements for increased reliability and miniaturization increase. FMI plann are to expand in our bets* markets as well as into the industrial hybrid market . 0 employees on a two-shift At ►lo sa � t'o,cimotel.y 10 FMI e y P i' l being Monde through Itseits with normal hours of operation b g y 8 Friday , 600 a.m. to 200 a.m. The manufacturing process Involves vacuum 110po9i.tion, photolithography, micro-etching, loner trimmin and cutting, micro=assembly and environmental and eltct•,riept testing. Small quantities of various r.hami.crin , nee Attachment: A , are used and stored on site. All chcmt.cnls Are stored in specially dosigned and labeled , vented st:ornge cabinets. The chemical storeroom iR equipped with a CO2 .fire supprosainn nyatetn. A1.1 manufacturing is performed in clean-room onvironmeate compliant with 1+ED-STD- 209 and ranging from Class 1000 tct C1K88 100MO- A small amount of: hpzardous waste Is gene,-rated from the spent r•.hemicnll Which is stored in designated srAAN and removed from the acre at loaet twice a yenr. No hazardous Waste 1.0 discharg,td vi.r the sewer system an verified by our own testing conducted t,y Stevens, Annl.yticol Lab and independently by the Mta.9nchuttetAO Witter Re taource Authority . burins tfiEt course of a working day , solvents , i.mopropyl al.eohol and ncotoat� .are used nrid nl+proximntel.v one gallon is evaporated t%nd vent+rd from ttte httil.ding. As the material used and the product shipped primarily consist:+, of small electronic detvi.coa, truck traffic: in light. FM1 uses dry nitrogen which is stored iu an external- 6000 gallon tank. Water usage i+i o approximately 3t100 +311. ns a doy , m ost � of which is used to gaaerntc dclonired ultra pure) water. The lattinl 30, 000 square feet will allow for ,:onni.dernbl'° exi+nnsion of Lhe hl,gh-tc.liobi.11ty taicroelet:tronic hut=inosa. The 10,000 aguaret foot expens.11n space will be t)t' i..l tzed AD FMt acq ui ren other buainesn or exptintlo into Lht- indtintrina microelectronics field . r If you tinve any further qunnLlottn regarding FMI or its operation, please fr.el free- to contact me directly. .taIT r'r Jyt n King Vice Pre-;Ideny aufacturiog Jx/ent Attacltment I ID.010 Uj4 u ATTACHHENT A MAXIMUM ANNUAL CHIMI AL UsAgg --�-- Acetic Acids Glacial 4 Cal Acetone 276 Gal Ammonium Flcariftn 4 Gal AZ 'Developer 44 Cal Shipley Phvtoreelet 12 Gal 2-6thoxvethyl Acetate i Cal Gold Conductor Etchant 90 (850•grom bottles) HexdtaeC}�yldi4�2nr,ene 1 Gal. Hydrogen Peroxide 30% 196 Oat Isopropyl Alcohol 225 dal Laser Scribe Protective Coating 4 Gal Nithromo Ftchant Type Ten 40 Gal Nickel Itchant 'ri B b Gal e 2 Bottles SodivA Sievlint . (2 .3 .10) Toluene 24 Gal Shipley 1169 Remover 92 Cal Conductor Residue Remover 16 Gel Tantalum 'tech 1 Gal . f November 7, 1990 North Andover Planning Board North Andover Conservation Commission North Andover Town Hall 120 Main Street North Andover, MA 01845 Re: North Andover Business Park Willow Street South & Flagship Drive Road Extension Site Development at Lot #3 Film Microelectronics To Whom It May Concern: The following is an outline schedule of the above proposed road and building construction program: Mid-Late November 1990 Commence clearing, cuts and fills and installation of gravel subbase of Flagship Drive extension to allow for access to Lot #3 building site. Install water and drainage utilities at Flagship Drive extension as weather allows. December 1, 1990 Commence clearing and grubbing at Lot #3 site with building pad preparation (i.e. cuts and fills) to follow. Install gravel at parking/drives as weather allows. Clear and grub at Willow Street extension. Mid-Late December 1990 Continue clearing at Willow Street extension. Excavation and backfill for building foundations, pour and place concrete foundations. Ctinruioi Suiid"rig Co npF3ny. inn 6 Pienniri9 A Engineenine r_cnat-vCtion p4� Nook Road a Haverhill, MA 0 01835 0 508-374-4011 0 PAX 508m p .4000 Late Januaa 1990 Install structural steel. Februa -March 1990 Enclose building "shell" (i.e. roof, masonry, metal siding) and start interior construction. April-May Interior construction of building. Commence cut and fills at Willow Street extension with utility installation to follow. Install balance of utilities at Flagship Drive extension and at building. Seed/stabilize all disturbed areas at road and building. May-June Install binder course of paving at Flagship Drive extension. Install binder and finish pavement at building site. Final landscaping at building nits. Thank you for your attention to the above. Please contact me if there are any questions. Yours truly, I 8t E. Foster Vice President &be cc; Paul Kneeland, Hayfield Robert Webster, CBC Greg Wiech, CW RECORDED BY A B U T T E R S L I S T CLIENT N. Andover Business P, Extenslow— PAGE Thomas E. Neve Associates, Inc. JOB NO. 7C.' DATE10/3�0•/ 0 NAME OF ABUTTER . (OWNER) ADDRESS AND/OR MAILING DEED ASSESSOR'S PLAT COMMENTS ADDRESS BOOK/PAGE PLAT BLOCK LOT Bianchi Realty Trust 7 Danbury Road 25-78 John C. Bianchi, Tr. Naphua, NH Ciento Assoc. Limited . • =242 Neck Road p_ Partnership Haverhill, MA 01835 Versatile Realty Trust 50 Sales Street 107C-83 RN i DA Hanson, Tr. Lynnfield, MA 01941 Arc Realty Corp. 530 Turnpike Street 107C-25 Chas. S. Ni.grelli, Tr. North Andover, MA 0184 WOR Assoc. Ltd. c/o Bayfield Co. Partnership 242 Neck Road 25-80 Haverhill MA . 01835 Allison J. Novello Ill Marian Drive 107C-41 N. Andover, MA 01841 Trustees of Reservationi 572 Essex Street 25-52 Beverly, MA 6-3. 6-5. 6-7 kndover Phillips Academy Main Street 5-2 Andover Trustees of Andover, MWO1810 Muffin Realty Trust -351 Willow Street 25-76 . G.S. G.M. & R.M. Ogan North Andover, MA : Bastcon Realty Trust 'PO Box 786 25-75 Rai Juel III . 335 Willow Street Business Park Realty Tr , 242 Neck Road 5-9 Andover Robert Palumbo, Trustee Haverhill, MA 01835 25-75 r )CI11 l/77trrt• O/ /zvci�n�vrccrtlal `�ualitu n : OV'on Daniel S. Greenbaum II�G'litliYL; .'�1�Zd�SaC�ZIlitGC t� ar&or •=. Commissioner'-.._._..- -- - - .. . .._ . .. - --. -. ......... i1/05/90 242.-53R RE. ...,.T T:10 Or r- — us W_-TL;a'D5/Mo. Andover (c==Y/town) T hi k Dept_-one:.= _s im receipt of :he following z?p?ication fled _n accordance with the Wetlands Protzction ),c-c. (M.G.L. Chap=er 132., Sec-:.ion 40) : PPiICA1�T:Bayfield Development Co. , Inc. OWNMR OF ;•,�;D:Rusiness Park Trust ZDR-S5; 242 Neck Road - Thlard Hill ;.DD.==_�: same :.... Haverhill.1 . MA 01 RIO Lot #3A Willow South, (s. of Bake-N-Joy at ?Itzouah a =;le = is being issues, =he possible _chow_;na oeLici enry(Les) r_lins -nave. been noted: __la I be a S 3 1 an=c to .--_s _rcjec= sent c==ice to corole=e :he ,_th ( )• yc_c_ of ln=ent ( ) Focus Y.a: ( ) =la:-s 5 21an �oc••:mer.=at-on CMMzNT5: ( X) as .been _o ardec to tae 4:ate=�z••s _ice^sing ?=o;= m to oete^^.ne _= a 911 License is =e named. _s advised to _c-wa=a a cc?v c= =ze ;0c=:ce c= I:.t_-.= to the r:nv Ceps c= :nc:nee=s zo= Section 404 re:-iew (Cz2.1 1-200-3c=-4367 =—=her _:=c—iz=_on) . ( ) R;oje== r,zv_ rem __ a Dater Qu.__li=l Cs= =-c==_. ?=p'_ .d _s zdtiised =o ccrzad= -� �4 �--o•- 7 11 - ��T+i - _- nc- Boszon -l.ir. 021DE Tel Con=ol (_ ,_n..er , tze iu__ D_ti_s�ca'e� ham_ _o__v_ion _- (617 25:-56i3 =o= fcras aad - =:aer ` zO _ 55 O _ ,iSU v` ? Zs . � G :PPLIC;,71O.N. .... } •Conserva=ion Co•r••• ss_on D_CI Copies also. sent to: t:OW!s ( ) Diti�sion of Water Poll..=ion Conz=ol !:�_DIZIIAR ni=NT 0= )=—nv Corps of Mncineers, Regina=cam! ?ra.aca PRDTEC770t1 ( ) C_-y or Town Board c_ Beal-::a J Office o_` Coastal Zone Management ( X ) Rep-es en�a►ive -er =he Cc—_s_icne•- C»ie= ,��^ Ytf"F�ia�k'!u �i'kl. �"�e�,�t'aa?•�'.y:`�n,Y �t "���a•�7� -_. :� . .; ,— 42* LAWRENCE.•EAGLE -TRIBUNE r 1THURSDAY",NOVEMBER 1,1990 777,77 St TOWN OF NORTH ANDOVER CONSERVATION COMMISSION 1 PUBLIC HEARING PURSUANT TO THE AU- THORITY OF THE WET- LANDS PROTECTION f - ACT, MASSACHUSETTS GENERAL LAWS 'CHAP- TER 131,SECTION 40,AS AMENDED, AND THE TOWN OF THE NORTH ANDOVER'S WETLAND PROTECTION BYLAW, r THE NORTH ANDOVER . CONSERVATION COM- MISSION WILL HOLD A PUBLIC` HEARING ON Wednesday, Nov. 7, 1990 AT 8:00 P.M.AT THE SE- LECTMEN'S MEETING ROOM LOCATED IN TOWN HALL,NORTH AN- DOVER, MA ON THE NO- TICE OF INTENT OF:Bay- o field Development Co., Inc. TO ALTER LAND AT: , Lot 3A Willow Street South Extension(South of Bake-NJoy at Cul-de-Sac) FOR PURPOSES OF:Con- ' strutting an industrial Build- " ing, installation of Utilities, Parking lots and Driveway and appurtenances Inciden- tal to the use of the building within a buffer zone. PLANS ARE AVAILABLE AT THE CONSERVATION COMMISSION'S OFFICE, TOWN HALL, 120 MAIN STREET, NORTH ANDOV- ER, MA ON WEEKDAYS, FROM 8:30 TO 4:30 P.M. AND BY APPOINTMENT. BY:PAUL L.TARIOT CHAIRMAN,NACC E-T—Nov.1,1990 JAN 221991 TIC® VE MC January 16, 1991 ASS LATE INC. Mr. Sabin M. Lord, Jr. Regional Engineer for Resource Protection Commonwealth of Massachusetts Department of Environmental Protection 5 Commonwealth Avenue Woburn, MA 01801 Attn: Ms. Elizabeth Sabounjian Re: Notice of Appeal, Lot 3 Willow Street South, North Andover DEP File #242-538 Dear Ms. Sabounjian Pursuant to your agency's appeal of the above-referenced Order of Conditions issued by the North Andover Conservation Commission, and at your request, a meeting was held at the above-referenced site on January 9, 1991. The meeting was attended by Ms. Elizabeth Sabounjian representing the DEP, Mr. Robert Webster of the Bayfield Company, developer of the North Andover Business Park and of the proposed project, Mr. James Bourgeois of EDC, Inc. , planner and architect, Mr. Thomas E. Neve of Neve Associates, Engineer, Mr. Curtis Young of Wetlands Protection, Inc. , Environmental Scientist, Mr. Richard Doucette, North Andover Conservation Commission Administrator and his intern, Art Allen. Ms. Sabounjian was presented with a Master Plan of the North Andover Busin ess Park and vicinity to familiarize her with the neighborhood. Mr. Neve proceeded to summarize how the neighborhood evolved into its . present form over a period of years via three separate industrial subdivisions/Orders of Conditions, the extent of constr uction to date, and the role the central wetland/flood storage area has played in the past and proposed hydrologic engineering. There was further discussion concerning best management practices to protect water quality and as to how they have historically been applied to this development. Ms. Sabounjian then moved to the Film Microelectronics proposal and asked questions on three particular aspects of the project. • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586 FAX 508 887-3480 1. She questioned the capability of the rip-rap outfall structures proposed to be installed at the discharge points of the storm drainage system, particularly their ability to withstand scouring during extreme storm conditions. 2. She questioned the ability of the project as designed to contain an oil or chemical spill "at the proposed (or additional) loading dock(s) . The DEP asked that provisions be incorporated into the project which will contain a spill of up to 55 gallons. 3. She questioned whether any provisions were made on adjacent land owned by Bake-N-Joy Foods to sustain a slight increase in the 100 Year Flood Plain. It was agreed that we would answer these concerns and provide Ms. Sabounjian with appropriate documentation within 10 business days following our site meeting. Please find attached a revised set of project drawings which incorporate certain details which address the preceding questions. 1. Large river rocks will be placed at the outlets of the storm drainage system as per Detail A Sheet L3-1 in order to provide water velocity dissipation. These structures will prevent erosion scouring, or any movement of the rip-rap material from entering into the resource area under extreme rainfall conditions. 2. Detail B, Sheet L3-1 provides a variation of a the typical precast concrete catch basin which we propose to locate at the north west corner of the paved area. This structure will be sealed such that none of its contents can leach into the surrounding soil. Our calculations indicate that the oil separation and spill containment capacity of the structure is approximately 90 gallons. Any oil or volatile chemicals spilled at the proposed loading dock, or any additional loading docks which might be constructed in the future, will be trapped and contained at this point. The contents can be removed by simply pumping the structure clean. 3. Sheet L2-1 shows a Utility Easement which the developer has maintained across the East side of the Bake-N-Joy property. This easement was created when land was subdivided in 1985. It is shown on a plan entitled "Plan of Land in North Andover and Andover, MA prepared for the Bayfield Company by Thomas E. Neve Associates, dated September 11, 1985 revised December 31, 1985. " and recorded at the North Essex Registry of Deeds, Plan No. 10147. This easement for the most part will contain the additional land subject to flooding. Please understand that this flooding will occur during a 100 Year Event and the peak will last about 3 hours. I hope this report and the revised plans with additional details furnishes you wi th ith the requested information. We further hope that your file is complete so the Department can issue its Superseding Order of Conditions approving the project. If there are any further questions, please do not hesitate to call. We thank you in advance for your expeditious review of the project. Very truly yours, THOMAS ASSOCIATES, INC. Thomas E. Neve, P. . , P.L.S. President cc: Richard Doucette, NACC Robert Webster, Bayfield Company James Bourgeois, EDC, Inc. Curtis Young, WPI Elizabeth Sabounjian, DEP