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Home My WebLink About2020-12-15 Decision Requirements SPR INVOICE Date Invoice# 12/2/2020 122020-115 1 Bill To Job Site Value Source Global David Sampson Same 1270 Turnpike St. North Andover,MA 01845 Description Amount Used High pressure water jet to clean the incoming and outgoing lines of 4 catch basins. 425.00 Removed roots and dirt blockage. 0.00 Had to dig up one of the covers. 50.00 Guarantee:30 days. 0.00 Thank you for your business. All over due balances will be assessed a late fee. Please makes check payable to Dash Drains,LLc. Balance D u e All returned checks will be assessed a$35.00 fee. $475.00 Billing address:26 LONGVIEW DRIVE 13EVERLY,MA 01915 Phone# E-mail Web Site 978-922-3274 chris@dashdrains.corn wwwAashdrains.com I i ILLICIT DISCHARGE STATEMENT FOR 1270 TURNPIKE STREET NORTH ANDOVER, MA JULY 25, 2022 illicit discharges to the stormwater management system are discharges not entirely comprised of stormwater.There are no known illicit discharges currently at the site nor are any illicit discharges proposed as part of the project. The stormwater management system is not intended to convey any illicit discharges or pollutants. Any unknown existing illicit discharges that are discovered as part of the development of the subject site shall be eliminated in accordance with local, state and federal regulations. David Sampson, Owner 1270 Turnpike LLC July 25, 2022 HANCOCK ASSOCIATES Surveyors I Engineers I Scientists ##21492 July 26, 2022 Ms. Jean Enright Town Planner Town of North Andover 120 Main Street N. Andover, MA 01845 Subject: 1270 Turnpike Street North Andover, MA 01845 Dear Ms, Enright; Hancock,Associates, acting on behalf of Mr. David Sampson, is happy to submit the Construction Sequencing Schedule below. Our client proposes to build out the parking lot and landscape work at the front of the building this summer. At a later time, he will build out the proposed work at the back of the building. Please refer to the approved set of plans dated 12.13.2022. Work to begin.July 2022: 1. Install Erosion Control Measures 2. Conduct pre-construction meeting with Planner and Conservation Agent 3. Remove existing brick,walk 4. Remove existing curbing 5. Install proposed drainage 6. Grind & mill existing pavement 7. Grade parking lot 8. Install curbing 9. Install six (6) bollards 10. Install guard rail 11. Pave and Stripe new parking lot 12. Install concrete bumper blocks 13. Install 4' fence along Route 114 14. Install low evergreen shrubs 15. Install bark mulch in landscaped areas 16. Post Construction site walk with Planner and Conservation Agent 185 Centre Street I Danvers, MA 01923 I V. 978-777-3050 1 F, 978-774-7816 HancockAssociates.com BOSTON, CHELMSFORD, DANVERS, MARLBOROUGH, NEWBURYPORT, PRINCETON, MA I SALEM, NI-1 o HANCOCK ASSOCIATES Surveyors Engineers ! Scientists Work at back of building to be done later: I, Install Erosion.Control Measures 2. Conduct pre-construction meeting with Planner and Conservation Agent 3. Remove existing brush 4. Remove existing riprap 5. Install segmented block wall 6. Install concrete steps 7. Install proposed fencing and access gate (between Oct 15`t' &March 15"') 8. Loam and seed all disturbed areas 9. Post Construction site walk with Planner and Conservation Agent If you have any questions or concerns, please feel free to tali Deb Colbert, P.E. at Hancock Associates, 978-777-3050 x410. Sincerely, bebovah 1. Cot 6ek� Deborah L. Colbert, P.E. Senior Project Manager CC. Amy Maxner, Conservation Agent Dave Sampson, Owner 185 Centre Street ! Danvers, MA 01923 1 V 978-777-3050 1 F; 978-774-7816 J HancockAssociates,com BOSTON, CH I_MSFORD, DANV RS, MA121..BOR000H, NEWBURYPOR-1. PRINCETON, MA I SALEM, NH HANCOCK ASSOCIATES Surveyors Engineers Scientists a 21942 operation and Maintenance Plan 1270 Turnpike Street N. Andover, MA 01945 An Operation and Maintenance.Plan shall be developed and Implemented to ensure that Stormwater Management 5ysterns function as designed. STORMWATER OPERATION AND MAINTENANCE PLAN Mr, DavidSampson--Owner/Applicant I certify under penalty of law that the Owner/Applicant and its associated entities established for purposes of ownership, operations and maintenance of the property located.at 1270 Turnpike Street North Andover, MA 01945, is solely and legally responsible for implementing the Stormwater Operation and Maintenance Plan..The Owner/Developer has reviewed said plan and fully accepts all responsibilities inherent therein; including inspection, maintenance, repair, modification and/or replacement of the drainage systems as may be required to maintain intended functions.The Owner/Developer shall file yearly maintenance reports including annual certification that the plan has been fully implemented as outline herein. Furthermore, the Owner/Developer understands various stormwater management systems have a certain life expectancy and that replacement of system components will be required,The Owner/Developer accepts all financial responsibilities associated with future replacements, Name; G-Y.✓� F�P62�/� ,�. Gd�P� �vw�auid S' psaa 12,91,20 i Title: Date: i 185 Centre Street Danvers, MA 01923 V. 978-777-3050 R 978-774-7816 HancockAssociates.corn I BOSTON, CHELMSFORD, DANVERS, MARI-BOROUGH, NEWBURYPORT, PRINCETON, MA CONCORD, NH HANCOCK ASSOCIATES Surveyors I Engineers [ Scientists 21942 Deep Sump Hooded Catch Basins & Drain Manholes Inspect or clean deep sump catch basins&drain manholes four times per year at the end of the foliage and snow removal seasons. Sediments must also be removed when the depth of deposits is greater than or equal to one half the depth from the bottom of the lowest pipe in the basin. Vacuum trucks are to be used to remove trapped sediment and supernatant. Although catch basin & manhole debris often contains concentrations of oil and hazardous materials such as petroleum hydrocarbons and metals, MassDEP classifies them as solid waste. Any contaminated materials must be evaluated in accordance with the Hazardous Waste Regulations, 310 CMR 30.00, and handled as hazardous waste. MassDEP regulations prohibit landfills from accepting materials that contain free draining liquids. Annual Inspection & Maintenance Report Attach additional pages as required to fully document conditions and maintenance performed. Date Inspector Condition Maintenance Performed* Dash Drains Present:sediment Pumped and cleaned out catch basins 12.2.20 Beverly, MA &debris & Drain Manholes *Receipts must be attached to report showing payment for maintenance performed. 185 Centre Street [ Danvers, MA 01923 [ V. 978-777-3050 F. 978-774-7816 [ Hancocl<Associates,com BOSTON, CHELMSFORD, DANVERS, MARLBOROUGH, NEWBURYPORT, PRINCETON, MA CONCORD, NH i I 1 HANCOCK ASSOCIATES e Surveyors Engineers Scientists i 21942 Downstream Defender At a minimum, it is recommended to have annual inspections. Initially,the Downstream Defender should be inspected and pumped every 6 months for the first year of operation. For subsequent years, the inspection should be adjusted based upon previous observation of sediment deposition. Annual Inspection&Maintenance Report Attach additional pages as required to fully document conditions and maintenance performed. Date Inspector Condition Maintenance Performed* Dash Drains Present:sediment Pumped and cleaned out Defender 12.2.20 Beverly, MA &debris *Receipts must be attached to report showing payment for maintenance performed. Snow Removal There are dedicated locations for snow storage. If these areas are not sufficient storage,then the snow g g , will be loaded and trucked off-site to an appropriate location. 185 Centre Street Danvers, MA 01923 V 978-777-3050 ( F: 978-774-7816 HancockAssociates.com BOSTON, CHELMSFORD, DANVERS, MARLBOROUGH, NEWBURYPORT, PRINCETON, MA CONCORD, NH 1 HANCOCK ASSOCIATES Surveyors Engineers Scientists H21942 May 13, 2024 North Andover Conservation Commission 120 Main Street North Andover, MA 01845 RE: Request for Certificate of Compliance(RCOC) MassDEP# 242-1752 Address 1270 Turnpike Street North Andover,01845 Dear Members of the Conservation Commission, On behalf of Mr. David Sampson (Applicant), Hancock Associates hereby submits this request for a complete Certificate of Compliance(COC) associated with the work approved under MassDEP File H242- 1752.This letter includes 1.A summary of Site visit, 2. A summary of plan conformance, and 3.A statement of certification. SITE VISIT Hancock Associates staff has been on site throughout the process and notes that construction was performed as specified on the approved Permit Site Plan with no deviations observed. PLAN CONFORMANCE The Order of Conditions (OOC) associated with this project was originally issued on April 16, 2019,then amended on January 20, 2021, and recorded on February 5,2021, in the Northern Essex Registry of Deeds (Book 16754, rage 207).The original OOC authorized general site improvements including vegetation removal,filling and grading, and the construction of fencing,a retaining wall as well as stairs within Riverfront Area and buffer zones to jurisdictional wetland resource areas per the Massachusetts Wetlands Protection Act (WPA)and the North Andover Wetland Regulations.The amended OOC expanded to include the installation of nine (9)additional parking spaces along with landscaping and new catch basins as well as milling and grading associated with stormwater improvements for the Site. Per the issued OOC, there are nine (9) lasting special conditions associated with this Site.The Applicant understands that these conditions are the remain in effect post issuance of a COC. 35.A 25'No-Disturbance Zone and a 50'No-Construction Zone shall be established from the edge of adjacent wetland resource areas on lot except in those locations approved under DEP#242-1752. Future work within 100'of existing wetland resource areas will require a separate filing with the NACC(See Section 3.1 and 3.4 of the Regulations for performance standards within these zones). The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local Bylaw. d, NH HANCOCK ASSOCIATES Surveyors I Engineers I Scientists 45. Prior to addition construction, the applicant shall permanently mark the limit of clearing/25 foot No- Disturbance Zone with signs or markers spaced evenly approximately every 30 feet incorporating the following text: "Protected Wetland Resource Area"and the associated rules(1 square for every 3 round markers). Markers shall also be placed on mature trees at the existing tree line along the driveway. These markers will designate the sensitivity of the resource area and assure no further inadvertent encroachment into the wetland. These permanent markers are subject to review and approval by the NACC. The applicant shall instruct all agents to explain these markers to buyers/lessees/landscapers and all persons taking over the property from the applicant. These markers shall remain posted and be replaced as necessary in perpetuity. 46.Signage for snow storage and de-icing management shall adhere to the following conditions: a. No Salt Zone& No-Snow Stockpiling shall be installed on site. The quantity of signs and their locations shall be coordinated with the Conservation Administrator prior to their Installation. b. All areas that have been designated for allowable snow storage shall be clearly marked with signage. c. The above-referenced signage shall remain posted and be replaced as necessary in perpetuity. 59. in addition to the Long-Term Maintenance proposed in the herein referenced Stormwater Management Report, the perpetual conditions forstormwater maintenance in the Order of Condition issued under DEP File#242-1095 shall continue. The Amended scope of work includes installation of new catch basins and an accompanying Operation& Maintenance Plan dated December 8,2020, has been submitted which shall be adhered to long term. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland Protection Bylaw and shall survive the issuance of a Certificate of Compliance. 72. During and after work on this project, there shall be no discharge or spillage of fuel, or other pollutants into any wetland resource area. If there is a spill or discharge of any pollutant during any phase of construction the NACC shall be notified by the applicant within one(1)business day. No construction vehicles are to be stores 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. 74. Excess snow shall be removed from the site once the designated snow storage areas have reached their capacity. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland Protection Bylaw and shall survive the issuance of a Certificate of Compliance. 75. No underground storage of fuels oils shall be allowed on any lot within one hundred(100)feet of any wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland Protection Bylaw and shall survive the issuance of a Certificate of Compliance. I HANCOCK ASSOCIATES Surveyors Engineers Scientists 76. Fertilizers utilized far landscaping and lawn care shall be a slow release, low-nitrogen type(<5%), phosphorous free and shall not be used within 25 feet of a resource area. Pesticides and herbicides shall not be used within 100 feet of a wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland Protection Bylaw and shall survive the issuance of a Certificate of Compliance. 77. There shall be no dumping of leaves, grass clippings, brush, dog waste, or other debris into a wetland resource area or beyond the No-Disturbance Zone demarcated by the posts and/or wetland markers. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition Is issued under the authority of the Town's Wetland Protection Bylaw and shall survive the issuance of a Certificate of Compliance. CERTIFICATION After reviewing the As-Built plans dated December 1, 2023, prepared by Hancock Associates, I hereby certify that these plans conform with the criteria and conditions as submitted and approved. I further certify that these plans represent as-built condition in substantial compliance with the approved design under the OOC(DEP File#242-1752), We recommend the issuance of a full COC to close out the permit. Please feel free to contact Caitlin White at cwhite@hancockassociates,com with any questions, comments, or requests for additional supporting information if necessary.To schedule a site visit, call 978-777-3054.,extension 406. Thank you for your time and consideration in this matter. Sincerely, Hancock Associates on behalf of Mr. David Sampson, iVpthew Connors, PE Director of Engineering Attachments: A—WPA Form 8a S—Recorded OOC C—Filing Fee D—Approved Site Plans prepared by Hancock Associates dated December 13, 2020 E—As-built plan prepared by Hancock Associates dated December 1, 2023 LEGEND A AlA W7A LOr le __ ___ 5iW1'A[£GWIOIW ZONING` 91270 VmLUmX L ZCAT TURNPIKE REFERENCES.• STR EET mza c •�w HorRw a y DiW 8"1-689.PAX 755 J A.R.LET .— RECORD OWNER., —.A nm`Ai s rrnwcusrnw nor r,a —W— sa.u.4rtscACRRowcueerrxw 95,t63t S.F. rZ]G IURNPW;Lcc Norlh Aadoce,Maxvehuatts 41 FJ> q_ r _ M.eeb11S MN Ap£9d wmiAe }�.y� 2i857t ACR}$ NOS. G ROM dtircminc GT]A1i9K T? .nAxNac s wou�GrvsA.aN IA)INe r aEVA2-of Rr vLw is ro MWV r wAIEP ALVe.ClL AIEN 4Aa! As- 7G ELEVA7IPVS OF I){E ANAL PA NfTAAEiIr �Op Ntnrw 71+E v t�flNc tAr, M" LOT Aaes•rrrowwr ,ly. ,Iy� w 61—� - a xr w rsi•�acvAnw 70)a--VAPOVS SNOW YDM-CV REFER 70 7NF MA * RI. NA RbYAl QIWW{ASFIf1:e DA] L01 r929(MEAN ue— uYA'RP10VN0 fIiCIAC fA'LS .FA 4CKZ).(Sri NO7F 3) —X,r— [ILL'nwL IAYS Went. r�- - -Y- °— o/aw uwc FAYf wnr xvncr � 07H FS AND LOCH TO SY A C>r AZ=4 TFS NA 'r Yaa 2KLWIN NDarr %Fw26 '^ RaD SURVFr rz/IG/mw F r eo a m z•ea>ha Nrx um ]y J)80vawAw 6 SASM W A pbw DAVID NFAS MIN RAG hVA60:R hYLL7 FFWNVAA7W i" A, ARC FDA SAWS ON �� uwr a+'za-rmrrro aslurs ei+Iw nave a +�- CWZV47AN7S,Na pAW Wl r A.2WI,' .. �p�,sp-fWrNp 9VCR BG.IFR 2a1Y MEAN �� WF43c � WYA?L 1MA19 �p ,A�hh��'s ('+ .zrzL .maracwlnav -AID IL H1"l.L�C�CK a m rrar n 4) .e>Ira MArNac wens M GIW 0A91Y prvRvNN Y WFASSwen,1.1 t1.]JO41H11iJ Q SP�ra46VIE WFnt6 WFAtI (YTP) 4 hg &T aY4C HIII+RP.gRS C-0w•GAEIf p :6682) b ,� Y Civ[1 F Si.— s'I¢ awrAr Nrrrt vrr 1�.`A / BON $ v uw�srza A>rcA 7a / L-d sw,, , a aucrsc wovPttaWLCN NF4e5 ]86.75 Yauu�//� q a RO> kGrv%irsff m2ck--lE AP£' \ W[SIdDQ$Citt]S1Rs k r. Ica<ec Wi A1l VCRR IR.nuE Im mmc W.mm YA own Sl'c R5r 18843 VCQ mn4C IXARr^G=16�1*1816 b 1]8,J2 Ask iWFA12 163.60 i _ t.y O °C K,,N Ei EVATION BENCH MARKS ti o e w ✓. A DATUM:N.G.V.O.OF IS29 NR pE5CR1 0 ��'. wentt w t Wipe ,. IKE SET-MGVARDRAIL POST-1.C'A r, 174,11rA 2, dnRAN7- O U= 175 77A J. p 'G�'8S n c svnGv wFnto Inn _ 17x]9 � p WFA9 in. A�w.�-7 k-1� 187.18 z f Tt pA>I.10 r O\ WrAr �� ""-p CONSERVATION COMMON WrM+ PLAN OF LAND IN �J� WFA1 xsA- Wru s6zs //zz'' NORTH 0.s•A.G. 350A6' a c (ra)Tum, ANDO E 4 MA 171.60 ♦ � AWQ Lix"ee>9 SClLC•7'=ZO' N1YV:: ec e SALEM TURNPIKE ROUTE 114) P 20 .a � w1 cnmuc,Do Mtc-tom s WcN y[A19V1) PROJCCT 27942