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Home My WebLink About2016-09-01 Insubstantial Change SPR ' ,•, Town of North Andover Office of the Planning Departnte r' ' �', :�. Community Development Divisio n 1600 Osgood Street SEE PH North Andover, Massachusetts 018451' NOTICE OF DECISION (INSUBSTANTIAL CHANGE) SITE PLAN REVIEW j Date: September 1, 2016 Petition of: C&C Auto Corporation 268 Raleigh Tavern Lane North Andover, MA 01845 Premises Affected: 1812 Turnpike Street(Assessors Map 106D Lot 47) e North Andover, MA 01845 FACTS On November 13, 2015, C & C Auto Corporation filed an Application for a Site Plan Review Special Permit with the Planning Board pursuant to Section 8.3, 10.3, and 10.31 of the Town of North Andover Zoning Bylaws. On February 16, 2016, the Planning Board unanimously voted to grant the Site Plan Review Special Permit approving the Project. 1 On August 23, 2016, the Applicant requested approval of the following design modification: Due to the excellent soils on site, the Applicant would like to limit the porous pavement to just the parking stalls and use the standard pavement section for the rest of the site. The Town's Stormwater Review Consultant, Eggleston Environmental, has reviewed the requested modification and recommended approval based on the soils data submitted; provided the pervious pavement is properly maintained the proposed modification will not negatively impact the functioning of the proposed drainage system. (See email correspondence from Lisa Eggleston dated September 1, 2016). DECISION The proposed changes reflected on the plan entitled "Porous Pavement Sketch"prepared by Haight Engineering, PLLC Civil Engineers (attached) are deemed to be insubstantial changes that do not alter either the intent or the conditions of the original Special Permit. The changes do not require a vote of the Planning Board. CONDITIONS I. The Petitioner shall comply with all existing conditions rendered in the original Site Plan Review Special Permit issued February 16, 2016 and with this Notice of Decision- Insubstantial Change, 2. Only"repaired" cars will be stored on the porous pavement areas. 3. All plan revisions will be reflected on the final as-built drawings. Town of North Andover Planning Department Jea aright, Planning Director Attachment i i I 1 aa� G i � l A RRkp0 / 68 gNr�W9r QSF i POROUS PAVEMENT SKETCH oxrz e s ie RAM z-- muw�at M G TVRNPI%R ARTOYOTI}B REPAIR C h C AUTO CORPORATION Dm snm yucsr axa IMFe Pao f➢IR TURNPJK6 STABBT E8B RALEfOA TAYSRN L111% APPROM ermx cmc sscrosass NORTH AN➢OUR, MA 01845 NORM ANDDYXR, dU OI8f6 rewecr OMS i?roiasic�ieslx auirasrni eX r 38G9iIE0rF � �yy� 1PFb �� rf:600.7e0.ItBA 1fI FOAirPYlld 1 911120iB Town of North Andover Mail-1812 Turnpike Street limits of porous pavement areas .. NOR� AN0V.ER Rebecca Oldham <rol d ham@ north andoverma.gov> Massachus�tls. ... 1812 Turnpike Street limits of porous pavement areas 1 message Steve Haight<shaight@civilworksne.com> Tue, Aug 23, 2016 at 3:32 PM To: roidham@northandoverma.gov, Lisa@egglestonenvironmental.com Cc: atgigl@msn.com Good afternoon Rebecca As part of the approval process we had several tests pits dug on site in the areas of the proposed porous pavement and the infiltration basin... the testpits show the soils on site to be a well graded sand and gravel to a depth of at least 8' on site with no indication of a season high water table and no observed water ( see attached photo log). Due to the excellent soils on site we are requesting a change to limiting porous pavement to just the parking stalls... and using the standard pavement section for the rest of the site. Only "repaired" cars will be stored on the porous pavement areas. Thank You Steve Stephen J. Haight, P.E. President Civilworks New England/Haight Engineering, PLLC 181 Watson Road P.O. Box 1166 Dover, New Hampshire 03821 O: 603,750.4266 C: 603.817,6651 F: 603,749.7348 shaight@civilworksne.com www.civilworksne.com httas-llrn ai i.000al e.com/m ai I/?ui=2&lk=ab4f3cb798&view=pt&cat=Projects%2F 1812%2OTurnpi ke&search=cat&th=156bBdf76f3a5dO2&si m 1156bBdt75f3a5dO2 112 9/112016 Town of North Andover Mail-1812 Turnpike Street limits of porous pavement areas 1812 Turnpike St Porous Pavement Sketch (8.15.18).pdf 419K i httas:tlmall.a000ie.com/mail/?ui=2&ik=ab4f3ob798&view=pt&cat=Projects%2Fl812°/`2OTurnpike&search=cat&th=156b8df76f3a5dO2&siml=156b8df75f3a5dO2 2!2 9/1/2016 Town of North Andover Mail-Re:Porous Pavement ,I. NoRT.WANOOVER Rebecca Oldham <roldham@northandoverma.gov> Massachust<�� Re: Porous Pavement 1 message Lisa Eggleston <lisa@egglestonenvironmental.com> Thu, Sep 1, 2016 at 9:24 AM To: Steve Haight <shaight@civilworksne.com>, Rebecca Oldham <roldham@northandoverma.gov> Cc: atgigi@msn.com i Rebecca, I have reviewed this proposed modification and the soils data submitted, and recommend approval. Provided that the pervious pavement is properly maintained I do not believe that the proposed modification will negatively impact the functioning of the proposed drainage system, Please let me know if you have any questions or need additional information. Lisa D. Eggleston, P.E. Eggleston Environmental 32 Old Framingham Rd, Unit#29 Sudbury, MA 01776 Tel 608.259.1137 From, Steve Haight<shaight@civilworlrsne.com> Date:Wednesday,August 31, 2016 at 9:59 AM To: Lisa Eggleston <Ilsa@egglestonenvironmental.corn> Cc: <atgigi@msn.com> Subject: FW: Porous Pavement Good morning Lisa Checking back with you regarding your support for our request to install porous pavement just in the parking stalls at the rear of the building. Based on my observation of the soils on site and based on our original drainage analysis I am comfortable with the ability of the site to accommodate any surface runoff Regarding the interface of the runoff area... • the run on area is about 5,800 sf contributing to an area of about 2050 sf of porous pavement about a 2.8 :1) .,. the areas are pretty small and it is my opinion that this will not be a problem on this site • due to the small area,.. any maintenance will be localized and not impact the drainage capacity of the parking stall infiltration and will not impact the use of the site ;;,.,,. i, /—, i3r�,a=9R;k=afi4f3rh798&view=nt&search=inbox&th=156e-5ecaflo9fd172&simi=156e5eca009fd172 1/6 911/2016 Town of North Andover Mail-Re:Porous Pavement Site work is progressing with footing and foundations being completed this week... ultilties are already installed, the next step will be to start subgrade prep and installation of the gravels Thanks Steve Stephen J. Haight, P.E. President Civilworks New England/Haight Engineering, PLLC 181 Watson Road P.O. Box 1166 Dover, New Hampshire 03821 O: 603.750.4266 C: 603.8 1 7.6651 F: 603,749.7348 shaight@civilworksne,com www,civilworksne.com From: Steve Haight[mailto:shaight@civilworksne.com] Sent: Tuesday, August 23, 2016 4:45 PM To: atall gig! <atgigi@msn.com> (atgigi@msn.com) Subject: FW: Porous Pavement and"runon" Stephen J. Haight, P.E. President Civilworks New England/Haight Engineering, PLLC 181 Watson Road P.O. Box 1166 Dover, New Hampshire 03821 O: 603.750.4266 https:/Imai l.google.com/m ail/7ui=2&i k=ab4f3ob798&view=pt&search=i nbox&th=156e5eca009fd172&si m 1=156e5eca009fd172 2/6 9/1/2016 Town of North Andover Mail-Re:Porous Pavement C: 603,817,6651 F: 603.749,7348 j shaight@civilworksne.corn www,civilworksne.com From: Steve Haight [mallto:shaight@civilworksne.com] Sent: Tuesday, August 23, 2016 4:45 PM To: 'Lisa Eggleston' Cc: `Jennifer Hughes' 1 Subject: RE: Porous Pavement and "runon" E We are concerned with several things for the porous pavement on this site Heavy trucks picking up the dumpsters • Wheei turning of the vehicles Traffic in and out of the building and turning • Delivery truck and wreckers The cost savings will be significant up front savings on the subbase and pavement materalls... also... since the interface will be at the parking stalls any maintenance will be concentrated at that interface and if repairs are required they will not impact the use of the parking field F Stephen J. Haight, P.E. President Civilworks New England/Haight Engineering, PLL.0 181 Watson Road P.O. Box 1166 Dover, New Hampshire 03821 O: 603.750.4266 C: 603,817.6651 F: 603.749.7348 shaight@civilworksne.com www.civilworksne.com https:I/mail.google.comimail/?ui=2&ik=ab4f3cb798&view=pt&search=intwx&th=156e5eca009fd172&simi-156e5eca009fd172 316 I ' I 9/1/2016 Town of North Andover Mail-Re:Porous Pavement From: Lisa Eggleston Imal Ito:9isa@egglestonenvironmentai.com] Sent: Tuesday,August 23, 2016 4:29 PM To: Steve Haight Cc: Jennifer Hughes Subject: Re: Porous Pavement and "runon" Thanks Steve, i His response seems to indicate that this is something they (UNHSWC) don't advocate unless there is serious concern over the turning tires in the driving lane, e.g. where there is heavy truck traffic, and that there is unlikely to be a cost savings due to the increased maintenance burden. Given that, I'm kind of confused as to the motivation for requesting this change. ! Lisa D. Eggleston, P.E. Eggleston Environmental 32 Old Framingham Rd, Unit #29 Sudbury, MA 01776 Tel 508.259,1137 From: Steve Haight <shaight@civilworksne.com> Date: Tuesday, August 23, 2016 at 3:59 PM To: Lisa Eggleston <Lisa@egglestonenvironrnental.com> Subject: FW: Porous Pavement and "runon" HI Lisa See email trail below re: the runon Regards S Stephen J. Haight, RE, President https:/ImaiI.goDgle.com/mail/?ui=2&ik=ab4f3cb798&view=pt&search=inbox&th=156e5eca0O9fdl72&siml=156e5eoaOO9fdl72 4/6 9/1/2016 Town of North Andover Mail-Re:Porous Pavement I Civilworks New England/Haight Engineering, PLL.0 181 Watson Road RO, Box 1166 Dover, New Hampshire 03821 0: 603,750.4266 C: 603,81 7.6651 F: 603.749,7348 shaight@civilworksne.com www,civilworksne.com From: Houle,James [mailto:James,Houle@unh,edu] Sent: Tuesday, August 23, 2016 3.51 PM To: Steve Haight Subject: RE: Porous Pavement and "runon" Hi Steve This is our recommendation, While a hydrologic loading ratio of 6:1 is allowed by NHDES AOT the rationale was more for increased friction from turning tires in the driving lanes. We see higher costs associated with matching standard and porous details side by side as well as increase in maintenance burden particularly on the leading edge of the run on area in the PA. Still we leave the discretion to the design engineer. As our new spec indicates we highly suggest using the PG 76 — 28 with SIBS polymer modifyers. Good luck Jamie From: Steve Haight[mailto:shaight@civilworksne.com] Sent: Tuesday, August 23, 2016 3:08 PM To: Houle, James <James.Houle@unh.edu> Subject: Porous Pavement and "runon" https;llm al i,googl a.corn/maill?ui=2&i k=atAf3cb798&view=pt&search=inbox&th=156e5ecaGOgfd 172&sim l=156e5ecaOO9fdl72 516 9/1/2016 Town of North Andover Mail-Re:Porous Pavement Good afternoon Jamie Question about standard pavement area run-on to porous pavement area..,. i We have had good success with leaving drive aisles standard pavement with those areas running to porous in parking stalls... the standard spec references 1:1 (no run-on) ... is this still the current recommendation? Thanks S Stephen J. Haight, P.E. President Civilworks New England/Haight Engineering, PLLC 181 Watson Road P.O. Box 1166 Dover, New Hampshire 03821 O: 603.750.4266 C: 603.817,6651 i F: 603,749,7348 { shaight@civilworksne.com www.civilworksne.com i https:/lmeiI google.comfmail/?ui=2&ik=ab4f3cb798&view=pt&search=inbox&th=156e5eca009fdi72&sim1=156e5ecaW9fd172 6/6