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8660_SITE PLAN - 912 SHOEMAKER LN..pdf~lfGO - 5!'~ r/a() - g\d 5 nutmAK(V L(\ ... -r Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413.-786-9927 June 21,2013 Brian Momssey Citizens Energy Corp. 88 Black Falcon Avenue, Suite 342 Boston, MA 02210 Dear Mr. Morrissey: At its duly called meeting held on June 20, 2013, the Agawam Planning Board voted to approve the revised site plan entitled "Solar Photovoltaic Facility, 912 Shoemaker Lane, Agawam, MA'" prepared for: Route 57 Solar, LLC; prepared by: GZA GeoEnvironmental, Inc., dated July, 2011, Revised: June 5, 2013. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, . iAt2.A-<4 p~ .,{~ . Travis P. Ward, Chairman ~ AGAWAM PLANNING BOARD Cc: GZA Environmental, Inc. Eng. Dept. Building Inspector Conservation Commission Town Clerk To: CC: From: Date: Subject: Planning File TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 811 0600 • Fax (413) 821 0631 Cllriltopher J. Golba • SuperinteueDt MEMORANDUM Engi1WI'ing Division June 20, 2013 Site Plan -Solar Facilities -912 Shoemaker Lane -Rivermoor -Citizens Route 57, LLC Per your request, we have reviewed the site plan entitled "Solar Pbotovoltaic Facility, 912 Shoemaker Jane, Agawam, MA; Prepared for: Route 57 Solar, LLC, 88 Black Falcon Avenue, Suite 342, Boston, MA 02210; Prepwed by: GZA GeoEnvironmental, Inc. Engineers and Scientists, One Fiuancia1 Plaza, 1350 Main ~ Suite 1400, Springfield, MA; Scale: Varies; Date: July, 2011; Revised: June 5, 2013," and we have no comment at this time. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, '//Uforfl a...." ,- Vladimir CIiceres Civil Engineer I • GZA GEOENVIRONMENTAL, INC. ENGINEERS AND SCIENTISTS 1350 Main Street, Suite 1400 Springfield, Massachusetts 01103 413-726-2100 413-732-1249 TO Planning & Community Development TownHaU 36 Main Street Agawam, MA 01001 SIR/MADAM: WE ARE SENDING YOU o Shop Drawings o Copy of Letter COPIES DATE ~ o o Attached Prints Change Order NO. • LETTER OF TRANSMITTAL DATE: 17-JuD-13 I JOB NO.: ATTENTION: Pamela Kerr 15.0166258.00 RE: Solar Photovoltaic Facility, 912 Shoemaker Lane Under Separate cover via Plans 0 Samples ,..------o SpecificaUons DESCRIPTION the following items. 3 615/2013 10 Site Plans for Solar Photovoltaic Facility, 912 Shoemaker Lan~ Apwam. MA, REV 06/05/13 THESE ARE TRANSMITTED as checked below: 0 For approval 0 Approved as submitted 0 Resubmit __ copies for approval 0 For your use 0 Approved as noted 0 Submit __ copies for distribution ~ As requested 0 Returned for corrections 0 Return 1 Original Signed Copy 0 For review and comment 0 0 FORBIDS DUE 20 0 PRINTS RETURNED AFTER LOAN TO US REMARKS RECEIVED BIN 1 nUll COPY TO ..:.F.::i1e=--______________ SIGNED: If enclosures are not as noted, kindly notify us at once. • Pamela Kerr • From: Sent: To: Brian Morrissey [bmorrissey@CitizensEnergy.com] Wednesday, June 05,20132:24 PM Pamela Kerr Cc: Gummel, John; Erik Wight Subject: Updated Shoemaker Lane Plans Attachments: 2013-06-05 Full Set (Stamped & Signed)[l].pdf Pam, • Page 1 of 1 Please see the attached updated plan set for our Shoemaker Lane solar project. The only change on the plans is that the maintenance building was removed. After some discussion with the Building Inspector, it was determined that this was not a required structure for our site. We are respectfully submitting this to the Planning Board for approval so that the Building Inspector can provide us with a certificate of occupancy. Please let me know if you need anything else or have any questions. Thanks, Brian 6/612013 SOLAR PHOTOVOLTAIC FACILITY 912 SHOEMAKER LANE DRA WINO LIST: COVERSHBET EX·I EXISTINGTOPOGRAPEDCPLANOFLAND-l of2 BX-2 EXISTING TOPOORAPIDC PLAN OF LAND -2of2 Cot SEDIMENT AND EROSION CONrROL PLAN C-2 SITE PREPARATION AND DEMOLmON PLAN C.3 OVERALL SITE PLAN &: GRADING C-4 MAINTENANCE. DRIVEWAY LA YOlIT PLAN -lof2 CoS MAINTENANCE DRIVEWAY LAYOUT PLAN -2of2 C..(i LANDSCAPE PLAN C-7 DETAILS ZONING TAI['E QI$)I!!CT lIZ 1!!T'";r.. m=w 3M!! _~ ..... -YMQ .:tAr ;;pm: ,*",,"III.A _'o\CIIl'T ...,,000" toO" 00" :!!In an ""n ... -S7Y<'" _" 00" 21" :IIIn 'an tll,UI !*~~ u. tLCiLiiii I'MtLi • nOMO • __ .1._. AGAWAM,MA JULY, 2011 REVISED JUNE 5, 2013 SHOEMAKBll LANE u.s.O.l!, w.~QuM 1"·:1000' GENERIrIl ~U!:'IION tOmB, •. !lafIIC _. _ ""'" ___ ORMIED ~ ""'" ~ 'tlCISIIIII_PINI(x~~_-'_ •. _~~ _/o.T_INIE"1HEDSll12,"' __ .~N:..A"IElI. 1M, M1lOI/Q '0,"". I.CESilllDllM.W«lMfi5!WIJII ____ /o.I'UNHHD __ m~~.:-'~~S\"·-· .... ··1>Uf :J. ..... ~cw.-~lIIIlIIIESMi. __ Y."'"' ....... DOEsNOT ...-10 _ /rI..I. U!UI£& 'MlIM _ l/IJIIIECr _. _ IIWJ. UI( JI.I. _ -...: 10 _ LOO/IoT1ON Of' DIISINI lIIVIE5 ,.. 10 ~ .... -... CQIIl\C!'JM:1I«I1IIft_(,-___ !H'tI __ 1(lrIINDI ___ 0.,IU_ SHIU."""'Y 11m< I'UIIII1$ __ fIlS 1'IKJ.I[Cf. "'''''_OIII.IGO/IlNIIIS_FCII!THBI''ItC\EI. 7. OOlIOII __ CDNIIIOLIlE'ASUlDIlI_OII_~-"1(1NSW.I.BI rr ___ NII'Ell'IEDrflllE __ CII'·........,_-... __ 10 ___ AI.l.CII _____ I'II(JIn:'IEtI~.Q.UHQ> IlFTDlWOII(tlOCIIIPI..m: __ rol'lW.~ 1..IrI..L __ 1I\mw.s9lOU._lO_LAT£ST~_0f_ "SI ______ IMIOES",.,.H-=_ -~. "_SlW..l.EIIIIUIE'III\T~~'-=_WJelON_~ _--..s.1H[CONI1W:roItMIII..I._ .... _!"IIO'!lm __ ~ .0. lI<IS "IQ4Cf" .1E00 .... :,1I> _ \'If: lHlm $IAlD EIMIOIIIDII'N.. ~ __ 5 c-'S) MII'IIO!W.I'W.\IWI'l OISCI\IIR ~ _ (tftD.j _ ~ _.~ ...... .uTHl_OfEI'A'SCOIISIII\JC'J1O~_. ~ PREPARED FOR: Rout. 17 8oIIIr ... "'" III_F_"-.8ultM2 a.-., Wo02210 SURVEYOR: ........ , PNat & RInpaII, Inc. 3t MMI SINe!. _ 301 """''''''0,432 DESIGNER: CIZA ChoEnvIronnwnt.l. Inc. ............ kIMIt ... OlE FINANCW. PI.AZA 131!O"""' ........ 1'OO SpIngIIoIId.W<011OS 041!-728-2100 0. '" i ~ ! { ... i ~ • ~ t ~ "\ • c " n ~ I i " . • • ~ , , , ~ ~ ~ ~ l' 1\' •• • ~ ~ ~! > ~ ~ i. • .> I ~ m .~~~.~. r .. ' .. · ~. ~. ~~ . ~ ~ • s~ s~ s' • i ~ • ! ~ 'q~ ~ ~~ ~~ ~~ ~ : : aiIIuI (~J __ ---- -' . \ ,ZOll, °0 • °0 I !.mll'I!( ~;I ;-dilm';:' a a • hIB ,I. Illl! Iii'!! II ~ ! ' "I • r I'! ! I ' , d~t • " . ~~ d ,~ 11111 I: III !I ~i ~ ~n ~I iii i h,~'hH !i i i u ~II , ;~;. lin" .i' It §lin.lin!If hhih!U iiii • ' I' ,-t"'~ ... ~ "~ . ,UI, ,IU. ,II, I h .•. pUle.-' 111111 'illli llill III I ~ > • f I .! .~! ~ ~I· U ;IIU f ii~ t,. t-;-; 1m .mi til BIIItlI ( -:,: J __ ~i 1I1.IIWlh ii~ I ~~Sg ... !.dlXlt ,~ 'II t , . • .!, I , , ~-, \ , i I ~, , , i i / I I: , , , \ , , \ , , \ , , \ , , \ \.----, , ~--, I , , ,-- , , I : , : .... ... ..... . , , , \ , , \ , " \ , ... , , \ , , \ , , \ , , \ ... ---l I I I I I I I I I I I I I I , ,------(0 , \ ------~\ , , "- / , J , i' "'"' l.! !! !III IIIhllll 1111111 II I , J I' , J • I I i------, , \ , , \ ( ------, , OJ / , , [-------- , , , ,..---- I , , I , , -' , I , , :,"-, I '''-, : " I , , I I ~ ( • Town of Agawam 36 Main Street Agawam, Massachusetts QIOOl-1837 May 7, 2012 Brian Morrissey Citizens Energy Corp. 88 Black Falcon Avenue Center Lobby, Suite 342 Boston, MA 02210 Dear Mr. Morrissey: Tel. 413-786-0400 Fax 413-786-9927 At its duly called meeting held on May 3, 2012, the Agawam Planning Board voted to approve the plan entitled "Solar Photovoltaic Facility, 912 Shoemaker Lane, Agawam, MA", prepared by GZA GeoEnvironmental, Inc. and dated July, 2011, Revised April 6, 2012.. ~ If you have any questions, please contact this office at 786-0400, extension 8738. Sincerely, (.A-~ I? (:;j o-A oR . ~1) Travis P. Ward, Chairman AGAWAMPL~GBOARD TPW:prk Cc: Building Inspector Eng. Dept Town Clerk File , "" :.-:x <? Con .N ~ :-::;. _.,-:_"t. r ..... !-, ~~.--.;::-.'-'-; ~~ -:r (Ii -P-o .., -n (") tTl 05/01/2012 09 :1 0 F~X 4138210631 To: CC: From: Date: Planning File • Engineering Division May 1,2012 • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Cbristopber J. Golba • Superilltendellt MEMORANDUM ~001/002 Subject: Site Plan -Solar Facilities -912 Shoemaker Lane -Rivennoor -Citizens Route 57, LLC Per your request, we have reviewed the site plan entitled "Solar Photovoltaic Facility, 912 Shoemaker lane, Agawam, MA; Prepared for: Rivermoor-Citizens Route 57, LLC, 88 Black Falcon Avenue, Suite 342, Boston, MA; Prepared by: GZA GeoEnvironmental, Inc. Engineers and Scientists, One Financial Plaza, 1350 Main Street, Suite 1400, Springfield, MA; Scale: Varies; Date: July, 2011; Revised: April 6, 2012," and we recommend approval of the plan. However, we have the following comments from our previous memo dated july 21, 2011: 1. The dlNeloper should work with the owners on Cesan Street to relocate or remove the eXisting sheds and any other encroachments before construction begins. 2. Engineering defor5 any comments regarding turning movements for emergency vehicles to the fire department. 3. After the installation of th£ proposed silt fence please contact this division for inspection. Engineering reserves the right to make additional comments based on revisions made from the comments above and as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, ,....-)~ , V~ I¢i~' Vladimir Caceres Civil Engineer I rflJia4~ ~ elk C. Chase, P .E. Town Engineer • • MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Revised Plans -Solar Facilities (Shoemaker Lane and Main Street) Revised Plan -Diana's Bakery -Bowles Road DATE: April 11,2012 Please review and comment on the attached revised plans for the two solar facilities and for Diana's Bakery prior to the Board's May 3'd meeting. Thank you. DSD:prk • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 July 22,2011 John Tourtelotte Rivermoor-Citizens Route 57, LLC 88 Black Falcon Avenue, Suite 342 Boston, MA 02210 Dear Mr. Tourtelotte: ---t-c:: r- N N ,... :lI: -.. '" At its duly called meeting held on July 21 , 20 II, the Agawam Planning Board voted to approve the Site Plan entitled "Solar Photovoltaic Facility, 912 Shoemaker Lane, Agawam, MA, July 7, 2011, Revised July 20,2011" prepared for: Rivermoor-Citizens Route 57, LLC; Surveyor: Goldsmith, Prest & Ringwall, Inc.; Designer: GZA GeoEnvironmental, Inc. with the following conditions: the attached July 21, 2011 Engineering Department comments are to be addressed; existing trees within the 20' buffer that are to remain shall be tagged and the applicant shall inform the Board when this is done; the maintenance roadway in the northeast comer shall be widened for a "T" type turnaround to accommodate emergency vehicles. Three sets of revised plans are to be submitted to the Board for their signatures. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, n / J-~ . ~...{"lb Travis P. Ward, Chairman AGA W AM PLANNfNG BOARD Cc: GZA Environmental, Inc. Eng. Dept. Building [nspector Town Clerk ~ C) fE >~ C):J: >n ::er ~..., :J::;t> . ~ :J:.n ~o .., .., n rot ~ 07/21/2011 1"53 FAX • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Christopher J, Golba • Superintendent MEMORANDUM Ii!l001/003 To: Cc: Planning Boaxd > Conservation Commission I File = c> Engineering Division ~ >~ From: July 21 , 2011 r-C);X Site Plan - 9 [2 Shoemaker Lane -Rivermoor -Citizens Route 57, LLC (Revised~~p Date: Subject: l>,.., ..-X· 3: ':;JI; Pcr your request, we bave reviewed the site plan entitled "Solar Photovoltaic Facility, 912 ::aemj.., lane, Agawam, MA; Prepared for: Rivermoor -Citizens Route 57, LLC, 88 Black Falcon Avenue, Stile 342,~ston, MA; Prepared by: GZA GeoEnvironmental, Inc, Engineers and Scientists, One Financial PlWa, 13~ Main Street, Suite 1400, Springfidd, MA; Scale: Varies; Date: July 7, 2011; Revised: 7(20/2011," and we li'.tve the following comments: 1. The developer should work with the owners on Cesan Street to relocate or remove the existing sheds and any other encroachments before construction begins. 2, The proposed grading of the lot shall not impede storm water from flowing from the back yards of the properties on Cesan street toward the south. 3. Engineering defers any comments regarding turning movements for emergency vehicles to the fire department. 4. After the installation of the proposed silt fence please contact this division for inspection, 5. The sewer connection shown on sheet C-7 indicates that the sewer lateral will be connected directly to the 5MH in Shoemaker Lane. An inside drop connection will be required (see attached detail). 6. Engineering recommends that the paved driveway be extended to the proposed maintenance building to allow the gravel and dirt to be removed from vehicle's tires before entering Shoemaker Lane. Engineering reserves the right to make additional comments based on revisions made from the comments above and as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, ~ , '~ U1aa.u-' Vladimir Caceres Civil Engineer I Town Engineer 07/21/2011 14 .53 FAX r SEAL PIPE: CONNECTfONS IMTH APPROVED RUBBeR aOOT SYSTEM (TY?) (KOR-~N'-SE"L OR ( '\: v DETAil A '!..AX -'il~ s.lUl. S"'\'!l:A1" • STANDARD SANIlARY S(w(R MANHOlE .----TEE W1iH END CA.P 90' 8END CHANNEL DfPTH INSIDE DROP MANHOLE + ~,l,S, 202.6,) COMPACTEO CRUSHED STONE TO UNDISTURBEO SOIL, WIDTH or PIPE 01 ... "",(1(11 PLUS Hi-EACH SID£: Of PIPE. SlAINl£5S STEEL STRAPS 2' D.C. (S£E. OETAll A) ~ r o " ~OO2 /003 * TO BE USED WHERE DROP IS 1'-6" OR GREATER DRAWN ay~ VMK Re:V. BY: JTG/loIJM 2~2~g9 AlV.:G-Jo-i9 o-.YE: 9-21-06 DWe. ~o,: , APPROVED BY: Mec PROJECT TOWN Of AGAWAM CONSTRUCTION STANDARDS MANHOLE -INSIOE DROP Sf1T, NO, 5-2 OKE FNANCIAL PLAZA 1350 Main Street Suite 1400 Springfield ;\tlassachuserts 01103 413-726-2100 Fax: 413·732-1249 wwv.' .gza.com GZA • GeoEnvironmental, Inc. January 23,2012 File No. 15.0166258.00 Ms. Deborah S. Dachos Engineers and Scientists Director of Planning and Community Development Town Hall 36 Main Street Agawam, MA 01001 Re: Revision to Approved Plans Solar Photovoltaic Facility 912 Shoemaker Lane Agawam, MA 01001 Dear Ms. Dachos: • GZA GeoEnvironmental, Inc. (GZA), on behalf of our client Citizens Energy Corporation, is submitting a minor revision to the approved plans for a Solar Photovoltaic Facility at 912 Shoemaker Lane. The plans were approved by the Agawam Planning Board on 07121111 and the Conservation Commission on 07128111. Citizens Energy Corporation is requesting approval to relocate the proposed inverter pad from the southernmost point of the solar field to the middle of the solar field, where the property necks. In the revised plans, the original location of the inverter pad is now proposed to include twenty one (21) solar panels, whereas the new location of the inverter pad requires the removal of fifteen (15) solar panels, for a net increase in solar panels of six (6). The new location of the inverter pad places it in a more centralized location within the solar field, and facilitates wiring the solar array. Last Friday, January 20, 2012, Town Building Inspector Nick Urbaniti reviewed the enclosed plans and approved the relocation of the inverter pad. Thank you for your consideration of this revision. If you require further information or have any questions, please do not hesitate to call me at 413-726-2126. Very truly yours, Q r' r: F ~ \Jt .. D '?'-~ __ ~ :. c· GZA GEOENVIRONMENTAL, INC. ~T9;'~ Steven T. D'Ambrosio, P.E. Project Manager , Enclosure: Site Plans for Solar Photovoltaic Project, 912 Shoemaker Lane, Agawam, MA, Revised 1123/12 cc: Nick Urbanati -Town of Agawam, Brian Morrissey -Citizens Energy Copyright© 2011 GZA GeoEnvironmental, Inc. An Equal Opportunity Employer MIFNnI 08/23/2011 08:41 FAX 4138210631 To: CC: From: Date: Subject: Planning • • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Christopher J. Golba • Superintendent MEMORANDUM CODSelVation Commission I File Engineering Division August 4,2011 Site Plan -912 Shoemaker Lane -Rivermoor -Citizens Route 57, LLC ~001/002 Per your request, we have reviewed the site plan entitled "Solar Photovoltaic Facility, 912 Shoemaker lane, Agawam, MA; Prepared for: Rive.tmoor-Citizens Route 57, LLC, 88 Black Falcon Avenue, Suite 342, Boston, MA; Prepared by: GZA GeoEnvironmental, Inc. Engineers and Scientists, One Financial Plaza, 1350 Main Street, Suite 1400; Springfield, MA; Scale: Varies; Date: July 7, 2011; Revised: 7/2712011," and we recommend approval of the plan. However, we have the following comments from our previous memo dated July 21, 2011: 1. The developer SMuid work with the owners on Cesan Street to relocate or remove the existing sheds arul any other encroachments before construchon begins. 2. Engineering dejers any comments regarding turning movemenllS for emergency vehicles /0 the fire department. 3. After the installation o/the proposed siltfence please contacr this division for inspection. Engineering Te5elVes the right to lIllIke additional. comments based on revisions lII8de from the comments above and as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, ?/.dL'mul P4~_ Vladimir Caceres Civil Engineer J 7'LLf{a~~. Michelle C. Chase, P.E. Town Engineer • • MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Revised Plans -Shoemaker Lane -Rivermoor DATE: July 29, 2011 Please review and comment on the attached revised Site Plans for the Rivermoor project on Shoeamaker Lane to be sure they are ready for the Board's signatures at their August 4th meeting. Thank you. DSD:prk 07/21/2011 14:53 FAX 4138210631 1j!]001/003 To: CC: From: Date: Subject: • Planning Board • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 8210631 Chrutopher J. Golba • Superintendent MEMORANDUM Conservati on Commission / File Engineering Division July 21, 2011 Site Plan-912 Shoemaker Lane -Rivermoor-Citizens Route 57, LLC (Revised Plans) Per your request, we have reviewed the site plan entitled "Solar Photovoltaic Facility, 912 Shoemaker lane, Agawam, MA; Prepared for: Rivermoor -Citizens Route 57, LtC, 88 Black Falcon Avenue, Suite 342, Boston, MA; Prepared by: GZA GeoEnvironmental, Inc. Engineers and Scientists, One Financial Plaza, 1350 Main Street, Suite 1400, Springfield, MA; Scale: Varies; Date: July 7, 2011; Revised: 7120/2011," and we have the following comments: I. The developer should work with the owners on Cesan Street to relocate or remove the existing sheds and any other encroachments before construction begins. 2. The proposed grading of the lot shall not impede storm water from flowing from the back yards of the properties on Cesan street toward the south. 3. Engineering defers any comments regarding turning movements for emergency vehicles to the fire department. 4. After the installation of the proposed silt fence please contact this division for inspection. 5. The sewer connection shown on sheet C-7 indicates that the sewer lateral will be connected directly to the SMH in Shoemaker Lane. An inside drop connection will be required (see attached detail). 6. Engineering recommends that the paved driveway be extended to the proposed maintenance building to allow the gravel and dirt to be removed from vehicle's tires before entering Shoemaker Lane. Engineering reserves the right to make additional comments based on revisions made from the comments above and as new infonnation is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, ~~-' Vladimir Caceres fJ£g{!L - Civil Engineer I Town Engineer 07/21/2011 14 :53 FAX 4138210831 SEAL PIPE CONNECTIONS ~iH APPRO¥ED RUBBER BOOT SYSTEM (PIP.) (KOIl-"l<'-SEOL OR E v • -. '. . .. " . ~ • ST A~D"RD SAfIIll ARY SEwER MIINHOl..! 90' BENe CHANNfI OEpTH INSIDE DROP MANHOLE * N.T.S, 202,6.' 1H "'11< END CM' COMPACTED CRUSl1£D STQt\I[ TO lJ"DI'5TURII(O SOIL, 'IIIrI01H or PIP( Ot.akle:T€R PlUS 16" e: ... Ctt SlO( OF' PIPE. STAINL.ESS STEEL STRAPS 2' D.C. (SE( O(T"'l A) I~ • TO BE USED WHERE DROP IS 1'-6" OR GREATER III 002/003 ORAW.... 9Y: VAl< REV. BY: JTG/MJ ... 2-2-99 Alv,~ti-jO-" PROJECT SHT, NAIIIE SliT. NO. 0.-,1(: 9-21-06 ewc. NO.; 1 M'PROI/EO BT: ~cc L TOWN or ACAWAM CONSTRUCTION STANDARDS MANHOLE -INSIDE DROP 5-2 .. • Deborah Dachos From: Sent: Steven D'Ambrosio [stevendambrosio@gza.com] Wednesday, July 20, 2011 5:33 PM To: Deborah Dachos Subject: Shoemaker Lane Attachments: LANDSCAPE.pdf Deb, • Page 1 of I Were there any written comments from the building inspector, or other Town department, regarding the Shoemaker Lane project? Also, I've attached a draft landscaping plan for the 20' vegetated buffer south of the (esan Drive residential lots for your review. The first three lots on the right hand side as you enter (esan Drive from Shoemaker Lane will be screened by existing vegetation. The next five lots on the right hand side, and the lot north of the cul-de-sac, will be screened by the proposed landscaping. Additionally, the gate for the emergency access off of Cesan will containing privacy screening. Thanks, Steve D'Ambrosio, P.E. Project Manager ZA GeoEnvironmental, Inc. ne Financial Plaza 350 Main Street, Suite 1400 pringfield, MA 01103-6101 13-726-2126 (Direct Line) 413-335-0390 (Cell) 413-726-2100 (Main Line) 413-732-1249 (Fax) steven.dambrosio@gza.com www.gza.com o~ Proactive by Design This electronic message is intended to be viewed only by the individual or entity to which it is addressed and may contain privileged and/or confidential information intended/or the exclusive use afthe addressee(s). If you are not the intended redpient, please be aware that any disclosure, printing, copying, distribution or use qlthis informaIion is prohibited {(vou have received this message in error, please notjty the sender immediately and destro)' this message and its attachments fi'om your j),stem. For information about GZA GeoEnvironmentol, Inc. and its services, please visit our website at www.gzC!,J~_Qm. 7/2112011 \ , , 1 ------, , \ ! \ -------, , } ------~" --------<>----. • o Z , , ) / '!!!!I~ iil ,-------- , ,----------- I , , I , ,--------- I <>-----------, r-----------l , I , , I "-.. , ' I '''-'- I "- • . . ~ ! !. , h :~i!ir! 1_ :;ill <0 .. ti:il~ ~~ft Vi ~~hul h :i,f!II, ~ m~1 -"~f -l~ j.!, : • 'U§! MI,l! ~~I 1 I _·'r.~ii .~ ~ !' ! 6 gnJ-! M ~-,~~ ! ! !III'bl I il~ _~5. III " ! I 1!~JII:t 'I j ! ~~h'l~'f ~ 1$ I 1 ~t;i;r!~ j'l 1 Po e ~ 'i-"ll' .;! . ~ I ~: ~ ~h~R,i (f I ~ ~1i ~HI~~ -_ .. _---_.--, ... ..-.. -----, • Eastern Red Cedar • • Page 1 of 5 Eastern Red Cedar Common Name: Eastern Red Cedar Scientific Name: Juniperus virginiana Favorite Hobby: Helping birds survive the winter Photo by J im Mason T here is not much green in the winter landscape of the Great Plains . In fact Kansas has only one native evergreen tree. It is called the Eastern Red Cedar. All other native trees in Kansas lose their foliage in the winter, so they do not provide much shelter from winter weather. Thus the Eastern Red Cedar becomes a vital source of shelter for many birds and mammals when it gets real cold and nasty. If you take a close look at one in winter, you may notice several things: hnp://wvvw .gpnc.org/eaSlern.htm 7/21 /2011 Eastern Red Cedar • If you are looking at a female , you will find little blue balls on the branches. These are the fruits of the tree. Smash one between your fingers and you will notice a pungent odor as well as finding one to four seeds inside. Does this smell like something you would like to eat? If you see any birds eating these berries, you will notice that they don't exactly savor the sauce, but just gobble the little treats down . The seeds pass on through the bird's gut unharmed and are "planted" elsewhere as they move about. This is a typical method that plants use to scatter their seeds. Virtually all the cedars growing in pastures get planted this way. A careful inspection will reveal the female flowers, which are small spiky structures. In the photo you can see two just above the cluster of berries (red arrow). If you are looking at a male, you will find tiny tan-colored "pine cones" on the branches. These are the pollen- bearing structures and are about the size of a sesame seed. They will release the pollen near the end of winter. They are one of the first trees to flower every year. When the pollen is flying, you can make a tree "smoke" by gently swatting the branches. (Other male evergreen trees will do this when flowering also.) hltp://www.gpnc.org/eastern .h tm • Page 2 of 5 Photo by J im Mason Photo by J im Mason 7/21 /20 11 Juniperus virginiana -Wikipedia, the4J encyclopedia • found in eastern North America, from Maine, west to southern Ontario and South Dakota, south to northernmost Florida and southwest into the post oak savannah of east-central Texas. Cones are larger, 4-7 mm: scale leaves are acute at apex and bark is red-brown . • Juniperus virginiana var. silicicola (Small) E.Murray (syn. Sabina silicicola Small, Juniperus silicicola (Small) L.H.Bailey) is known as southern or sand juniper 1 redcedar. Habitat is along the Atlantic and Gulf coasts from North Carolina, south to central Florida and west to southeast Texas. Cones are smaller, 3-4 mm: scale leaves are blunt at apex and the bark is orange- brown. It is treated by some authors at the lower rank of vari ety, while others treat it as a distinct species. Ecology Page 2 of 4 It is a pioneer invader, which means that it is one of the first trees to repopulate cleared, eroded. or otherwise damaged land. It is unusually long lived among pioneer species, with the potential to live for two centuries. The tree is commonly found in prairies or oak barrens, old pastures, or limestone hills, often along highways and near recent construction sites.[4][5][8]lt is an alternate host for cedar-apple rust disease, an economically important disease of apples, and some management strategies recommend the removal of 1. virginiana near apple orchards[9] In many areas the trees are considered an invasive species, even if native. The fire intolerant 1. virginiana was previously controlled by periodic wildfires. Low Eastern Juniper trees branches near the ground bum and provide a ladder that allows fire to engulf the whole tree. Grasses recover quickly from low severity fires that are characteristic of prairies that kept the trees at bay. With the urbanization of prairies. the fires have been stopped with roads, plowed fields , and other fire breaks. allowing 1. virginiana and other trees to invade'! I 0] Trees are destructive to grasslands if left unchecked, and are actively being eliminated by cutting and prescribed burning. [II] The trees also bum very readily, and dense populations were blamed for the rapid spread of wildfires in drought stricken Oklahoma and Texas in 2005 and 2006.[12] Junipers also benefit from the increased CO2 levels unlike the grasses with which they compete. Many grasses are C4 plants that concentrate CO2 levels in their bundle sheaths to increase the efficiency of RuBisCO, the enzyme responsible for photosynthesis. Junipers are C3 plants that rely on the natural CO2 concentrations of the environment, and are less efficient at fixing CO2, However, the trees will benefit from increased CO2 levels, unlike grasses[13] Damage done by 1. virginiana includes outcompeting forage species in pasture land. The low branches and wide base occupy a significant portion ofland area. The thick foliage blocks out most light, so few plants can live under the canopy. The needles that fall raise the pH of the soil. making it alkaline, which holds nutrients such as phosphorus, making it harder for plants to absorb them. Juniperus virginiana has been shown to remove nitrogen from the soil after invading prairie.!14]lt has also been found to reduce carbon stores in the soil. This reduction is soil nutrients also reduces the amount and diversity of microbial activity in the soil.[15] Cedar waxwings are fond of the berries of these junipers. It takes about 12 minutes for their seeds to pass through the birds' guts, and seeds that have been consumed by this bird have levels of germination roughly three times higher than those of seeds the birds did not eat. Many other birds (from bluebirds to turkeys) and many mammals also enjoy these http://en.wikipedia.orgiwikilJuniperus_virginiana 7/2112011 Red Twi'g Dogwood Shrub Need Help? • • Questions' Orders' Advice? 888 -5 04-2 a a 1 Man-Sun 9am -6pm EST Page 1 of3 "p. Cart 0 item(s) checkout faST -Gro'vVing -T ee~.c<m search by state, growing zone or plant .. ~ SEARCH Find My Growing Zone Home Privacy Trees Evergreen Trees Shade Trees Flowering Trees Fruit PJants Shrubs & Hedges 20% OFF! on orders over $99 .. , last day, ends tonight at midnight Oose up Dog\'VOOd shrub In winter G a an e Lowest Price Online For each Tree you order We Plant a Tree In Afnl:a on Your Behalf -~ ..... more Home > Stlrubs and Hedges > Red TWig Dogwood Red Twig Dogwood A Display of Unusual, Vibrant Color-Even in the Dead of Winter! S23.95 Each 5 or more 520.36 each 25 or more 517.96 each QTY, 1 ~ Buy Now • Fantastic winter color • Drought tolerant • Adaptable to cold & hot weather extremes Add fiery red color to your landscape with this easy-to-grow privacy hedge. The fiery red stems of this shrub stand out in any winter landscape. Unlike most shrubs, when the Red Twig Dogwood leaves fall to the ground, this tree is at its best, Not sure where to use this exceptional performer? At 8 ft. tall and 8 ft. wide, the red twig is large enough for privacy screens or a brilliant hedge. Plant in the full sun and you will have many winters filled with bright red stems. This shrub is very drought tolerant and is able to withstand the coldest conditions anywhere in the U.S. Bring the flaming red stems inside for floral arrangements or as decoration at those festive holiday dinners ... or plant one outside a window to enjoy its carefree, spectacular form year-round. This plant is extremely fast growing and in 2 to 3 years you won't know how you lived without this delightfully different shrub as a part of your outdoor scenery. Fast Growing Trees Nursery ships your Dogwood Trees potted. Dogwoods are sensitive and when dug out of the ground (bare-root) they are susceptible to disease and death. Shipping you a Dogwood Tree in a container, ensures you will have a healthy tree that will explode with growth the first year. An ornamental shrub that is stunning in the landscape in the dead of wintertime. The bright red stems pop against a dark background like the edge of the woods, or even a white field of snow, Try some of these grouped together as border hedge, Mature Hetght: 6-8 ft, Mature Width: 6-8 ft, Growth/Year: 1-2 ft.. Sunlight: Full -Partial Soil Conditions: Adaptable Drought Tolerance: Great Botanical Name: Comus alba 'Eleganossima' Does not shiP to: AZ, FL Your Red TwiQ Doowood can be planted any time of year and are currently available if you order now! We Hate to Wait and know you do too! That's why Fast Growing Trees Nursery leads the Industry in how QUickly we get your order out. .. typically, It's within days. Plus, we use FedEx so your order is shipped Quickly as well. On rare occasions, we will delay shipPing If we see severe weather forecasts for your area or ours. If you would like to postpone or reschedule your ship date, just call us and we can send your plants out at a more convenient time for you. hnp:/hNww,fast-growing-trees,com/RedTwigDogwood,htm 7/21 /2011 , • • Memorandum To: Office of Planning & Community Development CC: Chief Robert Campbell From: Sergeant Richard Niles SUbject: Site Plan -Shoemaker Lane -Rivennoor-Citizens Route 57, LLC Date: July 18, 2011 Based upon the information provided, it would appear this project would have little negative impact on pedestrian, bicycle, and/or motor vehicle traffic safety. Respectfully Submitted hI, Aj'"V:Skd Sergeant Richard Niles Safety Officer Agawam Police Department RECEIVED JIll 2' 2011 • Deborah Dachos From: Sent: Steven D'Ambrosio [steven.dambrosio@gza.com] Wednesday, July 20, 2011 5:33 PM To: Deborah Dachos Subject: Shoemaker Lane Attachments: LANDSCAPE. pdf Deb, • Page 1 of 1 Were there any written comments from the building inspector, or other Town department, regarding the Shoemaker Lane project? Also, I've attached a draft landscaping plan for the 20' vegetated buffer south of the Cesan Drive residential lots for your review. The first three lots on the right hand side as you enter Cesan Drive from Shoemaker Lane will be screened by existing vegetation. The next five lots on the right hand side, and the lot north of the cul-de-sac, will be screened by the proposed landscaping. Additionally, the gate for the emergency access off of Cesan will containing privacy screening. Thanks, Steve D'Ambrosio, P.E. Project Manager ZA GeoEnvironmental, Inc. ne Financial Plaza 350 Main Street, Suite 1400 pringfield, MA 01103-6101 13-726-2126 (Direct Line) 413-335-0390 (Cell) 413-726-2100 (Main Line) 413-732-1249 (Fax] steven.dambrosio@gza.com www.gza.com ~ ProlUtiw by Design This electronic message is intended to be viewed only by the individual or entity to which it is addressed and moy contain privileged and/or confidential information intended/or the exclusive use o/the addressee(s). If YOII are not the intended recipient, please be aware that any disc/osure, printing. copying. distribution or lise 0/ this information is prohibited llYou have received this message in error, please notify the sender immediately and destroy this message and its attachments from your system. For information about GZA GeoEnvironmental, Inc. and its services, please visit our website at www.qza.com. 7/2112011 , , \------, , \ I l, 0 ) , ---_\, ,/ , , , , } ) 1-------- , , , 1--- , , I , , I , ,--- I I , , I ---, ---r------------l I I I , I , I I : ;---... I I" i , " I I : I I 07 /21/20 11 09 :40 FAX 41 3 8 2 1 0 S~ • To: CC: From: Date: SUbject: Planning File Engineering Division July 21, 2011 TOWN OF AGAWAM Department of Public Works 1000 Suffield Str-eet • AgllwllID, MA 01001 Tel (413) 821 0600 • Fas: (413) 821 0631 Christopher J. Golba • Superintendent MEMORANDUM Site Plan -912 Shoemaker Lane -RivemlOor -Citizens Route 57, LLC III 001/002 Per your request, we have reviewed the site plan entitled "Solar Photovoltaic Facility, 912 Shoemaker lane, Agawam, MA; Prepared for: Rivermoor -Citizens Route 57, LLC, 88 Black Falcon Avenue, Suite 342, Boston. MA; Prepared by: GZA GeoEnvironmerital. Inc. Engineers and Scientists, One Financial Plaza, 1350 Main Street, Suite 1400, Springfield, MA; Scale: Varies; Date: July 7,2011 ," and we have the following commenTS: I. The developer should work with the owners on Cesan Street to relocate or remove the existing sheds and any other encroachments before construction begins. 2. The proposed grading of the lot shall not impede stormwater from flowing from the back yards of the properties on Cesan street toward the south. 3. Engineering defers any comments regarding turning movements for emergency vehicles to the fire department. 4. After the installation of the proposed silt fence please contact this division for inspection. Engineering reserves the right to make additional comments based on revisions made from the comments above and as new infonnation is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, '7//& ""~ •. Vladimir Caceres Civil Engineer I 1Jt.t4j:L-Michelle C. Chase, P.E. Town Engineer • Deborah Dachos From: Sent: To: Steven D'Ambrosio [steven.dambrosio@gza.com) Tuesday, July 19, 201110:00AM Deborah Dachos Subject: Revisions to the Shoemaker Lane Plans Attachments: C37-19-11.pdf Deb, • Page 1 of 1 Thanks for taking the time to meet with me Friday afternoon to discuss the Shoemaker lane Solar Photovoitaic project. As luck would have it, I was able to meet with the Fire Chief right after our meeting and confirm that he's agreeable to removing the section of proposed maintenance driveway parallel to Cesan Drive as long as an emergency entrance is provided at the end of Cesan. I've attached a draft of the plan revisions you and I discussed, with some minor alterations: • The proposed vegetated buffer along the property lines shared with the Cesan Drive residential lots is twenty teet (20') wide • The proposed fence along the property lines shared with the Cesan Drive residential lots remains chain link, and is offset twenty teet (20') from the aforementioned property lines (i.e. property line -7 vegetated buffer -7 fence) It the draft revisions are acceptable, I'll revise the plan set and get 3 Signed copies to you ASAP. Please don't hesitate to contact me with any questions or concerns. Note: A landscaping plan will be added to the plan set with vegetation type and location. Thanks again, Steve D'Ambrosio, P.E. roject Manager ZA GeoEnvironmental, Inc. ne Financial Plaza 350 Main Street, Suite 1400 pringfield, MA 01103-6101 413-726-2126 (Direct line) 413-335-0390 (Cell) 413-726-2100 (Main line) 413-732-1249 (Fax) steven.dambrosio@gza.com www.gza.com ·~Pro""'tive by Design This electronic message is intended to be viewed only by the individual or entity to which it is addressed and may contain privileged and/or confidential information intended/or the exclusive use o/the addressee(s)./fyou are not rhe intended recipient. please he ml'are thai any disclosure, printing, copying, diSTribution or use of this information is prohibited. ((you have received lhis message in error, please notify the sender immediately and destroy this message and its attachments from your system. For information about GZA GeoEnvironmental, Inc. and its services, please visit our website at w~w,qza.com. 7/19/2011 .. 1..--__ _ , ... I! , , \ ..... , , \ \ ... \ , , \ \ , , \ \ G · HP Hood LLC Sa KImball ....... Ly •• Oeld, MA 01!14O July 15, 20ll Deborah S. Dachos Director of Planning and Community Development Town of Agawam 36 Main Street Agawam. Massachusetts 01001-1837 Dear Ms. Dachos: • (617) 887..Je1(1 I am writing on bebaIf ofHP Hood Co express our support for Rivennoor-Citizeos' solar project located off Shoemaker Lane in Agawam, MA. As I'm sure you are aware, HP Hood is a large and long-time employer in the town. As the town considers Rivermoor-Citizens' solar project, we would like Co provide some of our thoughts on why this project would benefit HP Hood and other local businesses in the Cown: • More efficient local government This project will provide significant cost savings Co the Cown of Agawam. • More reliable electric grid. Having distributed generation in Cown will help relieve the strain on the electric grid. On peak electric demand days, such as this past weeIc, solar (a peak power producer) will help relieve the strain on the electric grid and help prevent rolling brownouts from 0CCUIring as they did. This will provide HP Hood with more reliable electric service and make Agawam a more attnIctive host commnnity. • PR and marketing benefits. This project will place Agawam as a leader in clean energy and high technology. As a producer of high quality dairy products, being located in a community known for supporting renewable energy is highly attractive to us from a marketing perspective. • Additional local benefits. In Coday's tough economy, the job creation and associated economic benefits associated with this project should not be overlooked. If you have any questions or concerns,please feel free Co contact me at 617-887-8419. MikeSuever Senior Vice President HPHood,LLC ------~---. .. __ •.. _-_._ .. _--_ ....... ----... __ .. • • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: July 14, 2011 DATE RECEIVED: July 11,2011 DISTRIBUTION DATE: July 12, 2011 PLANNING BOARD MEETING DATE: July 21, 2011 APPLICANT INFORMATION 1. Name of Business: Rivermoor/Citizens Rt. 57, LLC Address: 88 Black Falcon Ave .• Suite 342. Boston. MA 02210 2. Applicant: Same Address: Same Telephone: 617·951·0405 Fax: 617·850·2195 3. Engineer: GZA GeoEnvironmental. Inc. Address: 1350 Main Street. Suite 1400. Springfield. MA 01103 Telephone: 726·2100 Fax: 732·1249 PLAN REVIEW Scale: 1" = 60' Date: July 7. 2011 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Address of subject site must be provided. Description of Project: Proposed installation of a ground mounted solar array with associated maintenance building. Site Plan Review Page 2 • • Description of Site: Site is totally wooded and has wetland resources in the western portion of the site along Shoemaker Lane. The applicant must file a Notice of Intent with the Conservation Commission. Provision for Traffic Flow: The plan as presented shows a 4,100 linear foot driveway around the perimeter of the site. The driveway is located as close as 8' to existing residences on Cesan Drive. In discussions with the Fire Chief he has agreed that the driveway could be eliminated along the south side of Cesan Drive as long as a locked gate can be provided at the cul -de-sac on Cesan Drive. Also. the far northeastern corner of the site is to be graded and maintained to allow for truck turn-around. In so doing. a wider buffer can be provided. Parking: N. A. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The plan as shown indicates clearing virtually the entire site. A 5' buffer planted with 6' tall arborvitae 8' on center is proposed. This is not adequate. There is a healthy stand of trees currently on the site. In the location where the driveway can be eliminated. as many mature trees as possible should be maintained. Where natural vegetation can not be retained. a more enhanced planting strip 25'-30' wide should be established. This could consist of diverse evergreen trees in staggered rows. At the cul-de-sac where the driveway must be maintained. use of an opaque fence should be considered. The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the pUblic way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." " Sign Location: , Not provided. Exterior Ughting: Not provided. Rendering or Elevations: Elevations of the proposed building must be submitted. In addition. a picture of an existing facility which closely resembles the proposed project must be submitted. Dumpster Location: Not applicable. Site Plan Review Page 3 • • Other Comments or Concerns: The Fire Department has asked that the site be mowed at least 4 times per year. The plans indicate that the site will be mowed twice a year. Print • ==~:::::::::,---~ -. .. • • • • • ,~ .. . ~... .. . _ . . '\\...~====CESAN ST=::£) F7 3 1 , . -.... .. Parcel 10: F7 3 1 Owner: WESTMASS AREA DEVELOPMENT Interactive Map Parcel Address: LOT B SHOEMAKER LN • o Date: 7/14/11 514 Scale: 1"=514' (1:6173) Page 1 of 1 1029 Feet I hnp:/ !hosting. tighebond .com/agawam/print .aspx?maptype=5& image=hnp%3a%2 f%2fprojects. tighebond.co... 7/14/201 1 Print • Parcel ID: F7 3 1 Owner: WESTMASS AREA DEVELOPMENT Interactive Map Parcel Address: LOT 8 SHOEMAKER LN • o Date: 7/14/11 514 Scale: 1"=514' Page 1 of 1 I 1029 Feet I http://hosting.tighebond.comJagawam/print.aspx?maprype=5&image=http%3a%2f''102fprojects. tighebond.co... 7/14/2011 • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department, Police Dept., Fire Dept., ADA Committee FROM: Planning Board ~'O. SUBJECT: Site Plan -Shoemaker Lane -Rivermoor-Citizens Route 57, LLC DATE: July 12, 2011 Please review and comment on the attached Site Plan for Rivermoor -Citizens Route 57 LLC on Shoemaker Lane prior to the Board's July 2ist meeting. Thank you. DSD:prk • GZA GEOENVIRONMENTAL, INC. LETT" OF TRANSMITTAL ENGINEERS AND SCIENTISTS 1350 Main Street, Suite 1400 Springfield, Massachusetts 01103 413-726-2100 413-732-1249 TO Inspection Services Department 1000 Suffield Street Agawam, MA 01001 SIR/MADAM: DATE: 7-.Jul-ll iJOBNO.: AITENTION: Dominic Urbinati 15.0166258,08 RE: Solar Pbotovoltaic Facility, Shoemaker Lane WE ARE SENDING YOU o Shop Drawings ~ Attached o Prints o Under Separate cover via ;-______ the following items. I!l Plans 0 Samples 0 Specifications o Copy of LeDer o Change Order COPIES DATE NO. DESCRIPTION 10 7n12011 1 AJ!:3wam Planning Board Form D Application for Site Approval 10 7n12011 9 Site Plans for Solar Photovoltaic Facility, Shoemaker Lane, Agawam MA "" ;7; "h -.. -U (., '-0 c-:;.: ~ :r> -oJ ~ ->. Ul ~ v . '. THESE ARE TRANSMITTED as checked below: ->. Al Re$Ubmit __ cop~s:'p~ ~ SUbmit __ copiesfordistri~ . ~ (2g For approval o o For your use As requested For review and comment o Approved as submitted 0 o Approved as noted 0 o Returned for corrections 0 Return 1 Original Signed Copy B D---------=---==----:=,,---:-c:c=--cc:--FOR BIDS DUE _______________ 20 0 PRINTS RETURNED AFTER LOAN TO US RECF:tVEO REMARKS JIJL 1 1 ZG1\ COpy TO "'F..::i1::;,e ________________ SIGNED: "enclosures ale not as noted, kindJy notify us at once. TOWN OF AGAWAM Fax ldUJ85l1!121 Jun 2S 2011 10;16am POO2/006 AGAWAM PLANNING BOARD FormD Application for Site Plan Approval . Please toJ)1plete the followlngf.,,,.r;n >md rerum it and 10 copies of the Site Plan to; Agawam Building Department 1000 S1iff'leld Street Agawam, MA 01001 1. Name of Business Rivermoor -Citizens Route 57, LLC Address 88 Black Falcon Ave., Suite 342, Boston, MA 02210 Telephone (617) 951-0405 Fax (617) 850-2195 2 .. Nartleof ApplieantlQwner Westmass Area Development Corporation Addresl! 255 Padgette St, Chicopee, MA 01022 Telephone (413) 593-6421 Fax (413) 593-5126 '" ;z , !2 Ul .... "II > C) '-rrr c:: ::t> 0 r--i !f 5 3. Name ofEngirteer/Architect._G~ZA_G~e_o_En_v_ir_o_nm_en_t:..a.:.I, _In_c. __________ ~--___,~-- ::: --J 2: 1] '-" • i Ij . ->. » ~ :u <:: <=> ( ) Address 1350 Main St, Suite 1400, Springfield, MA 01103 Telephone (413) 726-2100 Fax (413) 732-1249 rrr en 4_ Please give a brief description of the proposed project: Installation of a ground mount solar array on Shoemaker Lane -(ParceIID: F7 3 1). Proposed work to include the construction of a 10' X 10' slab on grade maintenance building and an 18' wide 4,100 +/-L.F. maintenance driveway_ Maintenance building is proposed to connect to the local electric utility and the Tow~ water & sewer. Site maintenance to include vegetation management to maximize solar panel sunlight exposure. """'""" 211 /07 I , .., !i ~ ~ "I ~ i i i DRAWING LIST: COVER SHEET EX-l EXISTING TOPOGRAPHIC PLAN OF LAND - 1 of2 EX-2 EXISTING TOPOGRAPHIC PLAN OF LAND -2 of2 C-l SEDIMENT AND EROSION CONTROL PLAN C-2 SITE PREPARATION AND DEMOLITION PLAN C-3 OVERALL SITE PLAN & GRADING .. '"," ' C-4 MAINTENANCE DRIVEWAY LAYOUT PLAN -1· of2 C-5 MAINTENANCE DRIVEWAY LAYOUT PLAN - 2 of2 C-6 LANDSCAPE PLAN C-7 DETAILS ZONING TABLE · MIN. MIN. MIN. MIN. MIN. DISTRICT USE LOT ARE:A [RONTAGE S~TBACK SIDE YARD REAR YARD INDUSTRIAL A SOLAR FACILITY 40,000 SF 100 F'T 40 F'T 25 FT 25 FT PROVIDED: 571,341 SF 609 FT 40 FT 25 FT 25 FT SOLAR PHOTOVOLTAICFACILITY 912 SHOE AKERLANE , . MAX. MAX. LOT HEIGHT COVERAGE 40 FT 50% 10 FT 112,830 SF* /571,341 S.F. -19.7% ·COVERAGE CALCU! A]ONS SOLAR PANELS -110,840 SF INVERTER PAD = 1,990 SF AGAWAM,MA JULY, 2011 REVISED JUNE 5, 2013 LOCUS PLAN . SHOEMAKER LANE U.S.G.S. West Springfield Quad 1" = 2000'. GENERAL CONSTRUCTION NOTES: 1. EXISTING TOPOGRAPHY, BASE PLAN,. AND BOUNDARY INFORMATION OBTAINED FROM PLAN E:NTlTLED "EXISTING TOPOGRAPHIC PLAN OF LAND IN AGAWAM, MASS., OWNED BY WESTMASS ARE:A DEVELOPMENT CORPORATION AT SHOEMAKER LANE" SHEETS 1 &: 2, BY GOLDSMITH; PREST & RINGWALL, INC., AYER, MA, DATED MAY 10, 2011. 2. CE:SAN DRIVE SANITARY SE:WERINFORMATION OBTAINED FROM A PLAN ENTITLED ·PLAN AND PROFILE, AGAWAM, MASSACHUSETTS, FOR JOHN DEPALMA, 369 SPRINGFIELD ST, AGAWAM, MA", SHEET 4 OF 6, BY DLBE:AN, INC., WESTFIELD, MA, DATED DECEMBER 4, 1987. 3. ALL LOCATIONS OF UNDERGROUND UllLITIES ARE: APPROXIMATE ONLY. THIS PLAN DOES NOT PURPORT TO SHOW ALL UTILITIES WITHIN THE SUBJECT PROPERTY. CONTRACTOR SHALL USE ALL MEANS AVAILABLE TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL CONTACT THE DIG SAFE CENTER (1-888-DIG-'SAFE) AND THE TOWN OF AGAWAM DPW. 5. ALL WORK SHALL COMPLY WITH PERMITS ISSUED FOR THIS PROJECT. 6. NO SIGNAGE OR LIGHTING IS PROPOSED FOR THIS PROJECT. 7. EROSION AND SEDIMENT CONTROL .ME:ASURES AS SHOWN ON THE PLAN:'; SHALL BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE AGAWM4 DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PRIOR TO ANY WORK. ALL CB AND DMH SUMPS THAT ARE PROTECTED SHALL BE CLE:ANED AFTER WORK IS COMPLETE AND PRIOR TO FINAL ACCEPTANCE. 8. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST APPLICABLE EDITION OF THE .STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES", BY THE MASSACHUSETTS HIGHWAY DEPARTMENT. .. • . 9. CONTRACTOR SHALL. ENSURE THAT THEIR OPERATIONS HAVE MINIMUM IMPACT ON THE EXISTING TOWN ROADWAYS •. THE CONTRACTOR .SHALL MAINTAIN AND PROTECT TRAFFIC DURING CONSTRUCTION. 10. THIS PROJECT IS REGULATED UNOER THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY'S (EPA'S) NATIONAL POLLUTANT DISCHARGE EliMINATION SYSTEM (NPDES) STORMWATER PERMIT PROGRAM. CONTRACTOR MUST MEET THE REQUIREMENTS OF EPA'S CONSTRUCTION GENERAL PERMIT. gn: PLAN j\P~ PREPARED FOR~~~NM~~~\ Route 57 Solar, LLC . 88 Black Falcon Avenue, Suite 342 Boston, MA 02210 SURVEYOR: Goldsmith, Prest & Ringwall, Inc. 39 Main Street, Suite 301 Ayer, MA 01432 DESIGNER: RECEIVED JUN 1 7 Z013 AGAWAM PLANNING BOARD GZA GeoEnvironmental, Inc. Engineers and Scientists ONE FINANCIAL PLAZA 1350 Main Street, Suite 1400 Springfield, MA 01103 413-726-2100 ~ , ~ i ~------------------~~~~~--~------~--------~--~------~----~--~ NOTES: I ELEVATIONS SHOWN RELATIVE TO SURVEY PERFORMED BY HERITAGE SURVEYS INC. (ASSUMED DATUM). 2 UTILITIES SHOWN ARE FROM SURFACE FEATURES LOCATED DURING THIS SURVEY AND SUPPLEMENT W/ INFORMATION FROM THE ABOVE REFERENCED PLAN. 3 SEE SHEET 2 FOR LEGEND 4 WETLAND(S) DELINEATED BY OTHERS FOR SURVEY/PLAN BY VHB. ~~:""-1 ..-... .. """" ,-~ ..".,.'" N/F FRANK DESTEFANO & JENIFER DUGROO 8471/237 ELEVATIONS SHOWN ARE RELAllVE TO AN ASSUMED DATUM , MAG-·NAlL IN 8' lREE(O) .. 1-- K 188.3 IP(F) N/F FRANK & BARABARA NITRI 7277/524 )('88.4 ,. AU ELEVAllONS SHOWN ARE RELAllVE TO AN ASSUMED DATUM N/F CYNlHlA WILLIAMSON 16829/72 )(187.5 x 187.!5 )( 187.2 B.M. NO.6 TOP Of CONC. BOUND El. 190.38 I / I / )( 187.8 SMHII RIM= 188.25 (188.16) C./2. TROUGH = 176. 15 SHELF = 177..1 SMHj2 RIM= 186.21 (186. f.I,) INV.IN 30" ~ 175.61 INV.OUT 30" "" 175.51 SHElF -177.1 SMHjJ RIM-185.10 INV.OUT 30' = 175.20 CB/I»I(f) . HElD CB H(F) EIJ) CESAN ( Jot;e;;;£ ) DRIVE N/F MICHAEL & PAULETTE BLAKE 6986/21 I I I ~ x '88.0 )( '88.7 N/F RICHARD & ALLISON CORRIVEAU 7006/132 )(,88.$ )( 1880S )( laB.a x 187.7 I \ \ I .... ,86~~ , , , . \ \ : , , , , '-' \ )('88.9 K 187.8 x '88.8 X18U )( 187.5 X 187.7 )(188.8 )( 188.6 )(188.5 )(188.8 x 188.1 x '68.8 OMHII RIM .. I89.79 (189.71) INV,IN 12" RCP = 183.J4 (C.B.I) INV.IN 12" RCP = 18J.J4 (C.B.2) INV,IN 12" RCP = 183.J4 INV.OUT 12" RCP = 18:1.09 OMHj2 RIM=186.62 {IB6.57} INV.IN 12" RCP = 181.42 (C.8.4) INV,IN 12" RCP = 181.42 INV.IN 12" RCP -181.42 INV.OUT lB" RCP = 181.02 (C.B.3) OMHIJ RfM=I85.70 INV.IN 12" RCP = 180.45 (C.S.6) INV.IN 12" RCP '" 180.40 (C.B.5) INV.OUT 12" RCP -179.80 )( 169.4 OMHf4 RIM=184.5J INV.IN 12" RCP = 178.78 N/F JAMES MELLONI 7680/396 )(188 .... ". )(18U " )( 189.1 )( 18Q.3 C.8.11 RlM=189.80 (189.71) C.8.j2 RIM 189.64 (189.62) INV.OUT 12" RCP = 185.24 C.S·13 RlM=186.64 (186.59) C.8.j4 RlM-186.J9 (186.38) INV,OUT 12"RCP =181.89 C.S·15 R/M=185.68 C.8.j6 RIM=IB5.J7 INV,OUT 12"RCP =180.77 N/F GARY GAUDETTI & MARY ELLEN ALBANO 4965/426 DOMENIC DEPALMA 18205/292 ELEVATIONS SHOWN ARE TO AN ASSUMED DATUM N/F DANIEL & NINA ST. LAURENT 7245/453 ELEVATIONS SHOWN ARE IMAI:l-NI"IL IN 14" MAPLE ~18t.3 )( 169.3 x'81U ,/'1 ' , / .. ~-~--~--~ : " ><188.9 ..... " ............ : ~"o/" j .. " ", ><t89.1 l'l89.e x 189.1 LOT AREA ,Q71,329±S.F. )(189.' ><189.2 x 168.8 13.11 ±ACRES x189." )('9.3 )(189.2 )('68.6 x '88.J Xloe.t x 189.3 x 168.9 ><100.4 .......... ---. ......... -.... / x 188.1 )(188.7 \ x 188.8 ><'18.8 )(188.8 x 18i.O x 186.8 .----, , \ I I / , / x ,sa.. x '88.4 )('88.5 s S C C €. " II 0 )(188.8 PLAN REFERENCESi PLANS ON FILE AT THE HAMDEN COUNTY DISTRICT REGISTRY OF DEEDS • PLAN BOOK 253. PAGE 8 "PLAN OF LAND -REVISED LOT 1" BY D.LBEAN. INC.; NOV. 4, 1987 • PLAN BOOK 252, PAGE 65 "PLAN OF LAND -RISING FARMS" BY D.L.BEAN. INC.; JUN. 4. 1987 • PLAN BOOK 102, PAGE 48 "PLAN OF LAND -IN FEEDING HILLS" BY ALBERT E. NICHOLS & ASSOC .. ; NOV. 1965 PLANS ON FILE AT MASS-HIGHWAY • LAYOUT 6562 -1988 LAYOUT OF RT-57 • LAYOUT 7015 -1991 ALTERATION )( 191.15 xun.7 ':" x 191.0 )( 19U~ !\!I, , '. , , , " '., x 1$11.& x 191.J X 191.t x 191,6 o :"~,.... z . .. .... , ' . .. ~, .. _ .. 192 .... __ : ............ CO o ..., x 191.7 )( 191.6 x 1&1.5 )( 191.-4 )( 191.4 x 191.5 x 191.3 }(191.4 X 1&1.3 x 1111.'" X 191 •• .~ x 190 •• , r~:1. I"", !..~J' )( Un.l x'90.4 >C 190.9 x lBO."," )('90.5 ~ 0 DAVID J DeBAY, P.L.S. # 33.887 DATE GRAPHIC SCALE 40 20 40 80 160 5~_1! I~~~I ( IN FEET) 1 INCH = 40 FT. Engineering Solutions for Land & Structures GOLDSMITH, PREST & RINGWALL, INC. 39 MAIN ST .. SUITE 301. AYER, MA 01432 CIVIL & STRUCTURAL ENGINEERING. LANO SURVEYING 8. LAND PLANNING VOICE: 978.772.1590 FAX: 978.772.1591 www.gpr-Inc.com EXISTING TOPOGRAPHIC PLAN OF LAND IN AGAWAM, MASS. OWNED BY: WESTMASS AREA DEVELOPMENT CORPORATION AT SHOEMAKER D. LEGEND N/F NOW OR FORMERLY 1111/111 DEED BOOK/PAGE (F) FOUND (S) SET IP IRON/STEEL PIPE SB STONE BOUND 0"" CATCH BASIN 0_ DRAIN MAN HOLE WI I><l WATER GATE/VALVE ~ HYDRANT "Q., UTILITY POlE ~ SIGN ~ GUY WIRE / GUY POLE GY I><l GAS GATE CTR CENTER DH DRILL HOLE 0 PIPE/ROD 8 STONE BOUND ® DRILL HOLE OOOC> STONE WALL EOP EDGE OF PAVEMENT BCC BIT. CONC. CURB CCB CAPE COD BERM (BIT.) )\123.3 SPOT ELEVATION 9 TREE / DECIDUOUS • TREE / CONIFEROUS 9 MAILBOX -------SS------- -------So------------W------ ----G ------- -------OHW ------- ------------------------ -'-'-'-'-'- ------------ ---~Or---------- ----0---------- SANITARY SEWER STORM DRAIN WATER LINE UNDERGROUND GASUNE OVERHEAD WIRE CONTOUR (MINOR) CONTOUR (MAJOR) LIMIT OF WETLAND 100' WETLAND BUFFER EDGE OF WATER EDGE OF VEGETATION ZONING/SETBACK C.LF./CHAIN LINK FENCE WOOD/STOCKADE FENCE ELEVATIONS SHOWN ARE RELA liVE TO AN ASSUMED DATUM N/F RICHARD S. lHOMAS Sr. 7371/299 ,9L2 WETLAND FLAG / IDENTIFIER OOG SHRUB ... ""-23 =11#1 --------~~-__ -_-_-___ -_~WI~R:E-~~N~C~E------------;::j~~~~::~~~~~~~!\--\V~--~--.~~:-:::~ j\. '-' AlY lRAIL 1*1,1 ca~F) RIM=188.25 (188.16) c/L TROUGH = 178.15 SHElF == 177.3 SMHI2 RIM=186.21 (188.14) INV,IN JO" = 175. 81 INV,OUT JO' = 175.51 SHElF = 177.1 SMHI3 RIM=I85.10 INV.OUT 30" = 175.20 ~ ~ (I) --~~ 9'iii! ~~ I<) '- ~ ~ ~ CB~(F) CESAN { PU8L1C } DRIVE 50' W/IJ£ I I I N/F RICHARD & ALUSON CORRIVEAU 7006/132 DMHII RIM==189.79 (189.71) INV.iN 12" RCP = 183.34 (C.B.I) INV,IN 12" RCP -183.34 (C.B.2) INV,IN 12" RCP = 183.J4 INV, OUT 12· RCP "" 183. 09 DMHI2 RIM=186.62 (186.57) INV,IN 12" RCP = 181.42 (C.S.4) INV,IN 12" RCP = 181.42 INV,IN 12" RCP == 181.42 INV, OI.JT 18" RCP = 181.02 (C.B.3) DMH/3 RIM=185.70 INV,IN 12" RCP = 180.45 (C.8.6) INV.iN 12" RCP = 180.40 (C.B.5) INV,OI.JT 12· RCP = 179.80 DMHI4 R/M-184.5J INV,IN 12" RCP = 178.78 N/f JAMES MELLONI 7680/396 C·8.ll RIM=I89.80 (189.71) C·8.12 RIM 189.64 (189.62) INV, OUT 12" RCP = 185.24 C.B·IS RIM=186.64 (186.59) C.B.p RIU=186.39 (186.38) INV,OUT 12"RCP =181.89 c.8.j5 RIM=185.88 C.8.j6 RIM=185.J7 INV,OUT 12"RCP =180.77 N/F GARY GAUDETTI '" MARY ELLEN ALBANO 4965/426 N/F DOMENIC DEPALMA 18205/292 ELEVATIONS SHOWN ARE TO AN ASSUMED DATUM N/F DANia", NINA ST. LAURENT 7245/453 ELEVATIONS SHOWN ARE RELA TIVE TO AN ED DATUM IMA(;-N~,IL IN 14" I.IAPLE ~~~~~--__ ~~L-__ -----L------~ ,., " ~ LOcust .{.-~, __ ' ..... ~, .,~: -.~\ x 189.1 AREA )( 188.6 )( US8.1$ THIS LAND IS SUBJECT TO ANY EASEMENTS, OWNER'S DEED: x tSQ.I ~89.9 X 189.1 LOT x~71 ,329±S.F. 13.11 ±A9CRES )(189.3 xl~,3 x 189.8 x 181.' x 18t.2 /","", I " I ) '----- ..-'·"-7 , I ) / // )( 191.7 <~ r:: .. 1'1..\0. :.~, xUn.6 x 191.0 )( 191.:5 )( 181.1 x,w.a )(180." X'80." x 181.7 x un •• )( 1~1.$ )( 181.6 x 181 •• X 191.a )(191.4 xl~U x 19\.S x 191.3 )(181.4 x lt1.1 x Uto.e )(,",,0 x 197.8 )( 197.7 )('91.8 )(191.6 x 191.~ x 191.7 )('91.3 x,81.1 )( 191 •• X ttl.4 )( 191.7 ,~-~, , , . , )(197.8. \ \J ,' .................. .. :><'96.7 ~'\ )( 197.2 · , • • • • • • ~""-"-\ -1g7-___ '" x '\117.9 40 0 )(197.3 )(197.' )( 106.7 x 196.8 )(196.9 )( ti7.3 x 108.9 )( 197 .... )( 'Q7.0 x 191.2 x 196.1 ELEVATIONS SHOWN ARE RELA liVE TO AN ASSUMED DATUM ~AG-'NAI~ IN 16" OAK GRAPHIC SCALE 20 40 80 I I .. -~~~ : ( IN FEET) 1 INCH = 40 FT. x 196.6 160 I )( 197.2 x 196.6 o z ~ ..., DAVID J DeBAY. P.LS. * 33,887 sho\ \\ DATE Engineering Solutions for Land & Structures GOLDSMITH, PREST & RINGWALL, INC. 391MIN ST .• SUITE 301. AYER. 1M 01432 CIVl~ & SlRUCTURAI. ENGINEERING. lAND SURVEYING & lAND PLANNING VOICE: 978.772.1590 FAX: 978,772.1591 www.gpr-Inc.com EXISTING PLAN TOPOGRAPHIC OF LAND IN AGAWAM, MASS. OWNED BY: WESTMASS AREA DEVELOPMENT CORPORATION AT S LANE ~;;;,.;;,.;...;;.~ DAlE, IAAY 10. 2011 JOB 111021 2 OF 2 RIGHTS-Of-WAY, RESTRICTIONS, COVENANTS, ASSESSOR'S OR OTHER LlMITA nONS WHICH MAY BE ZONIN'lJ"''t:LAS';;S:I~Fli?--A·irf"1,l\T.--..... --j t1D~IS~C~LO~S~E~D~B~Y~A~T~IT~L:E~E~X~A~M~IN~A~n~O~N.~ ____ L--=::::~::::~~~~--------~~------------------------------------------------------------------------------------------------------------------------------------------~~~~----------~--------~------~ .. o , 3' --t--.::...,t:.:\::::::.j MOUNTABLE i-------SO' MINIMUM BERM (6' MIN.) •• GEOTEXTILE CLASS 'C' DR BETTER EXISTING P~ EARTH F'ILL · -PIPE AS NECESSARY MINIMUM 6' DF 2'-3'. AGGREGATE DVER LENGTH AND WIDTH OF STABIUZED CONSTRUCTION ENTRANCE SPECIFICATIONS . 1. Length -minimum of 50' 2. Width -10' minimum, should be flared at the e><lsting rood to provide a turning rQdlus • 3. t;eotextile fobrio (filter cloth) shall be placed OVer the existing ground prior to placing stone. . • Njr RICHAIRD S. THOMAS Sr . 7371./299 '- EX I STI NG GRDUND STRUCTURE 4. Ston& -crushed oggregate (21t to 3-) or reclOimed or recycled . concrete equivalent sholl be placed at leo,t 6" deep over the length and width of the -----PR[]FILE entranee. . 1-------* 50' MINIMUH---'-----I 5. Surface Water .... all surface water flowing to or diverted toward construotlon entrances shall b.e piped through the entrance. mointolning positive drainage. Pipe Installed through the stabilized construction entrance shall be protected with a mountable berm with 5: 1 slopes and 0 minimum of S-of stone ol/er the pipe. Pipe has r --LENGTH PLAN VIEW MIN. to be sized according to tho dralnag.. When. the SCE I. locoted at a high .pot and . hos no dralnoge to convey. a pipe will not be necessary. Pipe should be slzfJd acoording to Ulearnount of runoff to be conveyed. A 6· minimum will be required. 6. Location . -A stabili!ed construction entrance ahall b6 locoted ot every poInt where construction traffic enters or. leaves a construction site. Vehicles leaving the site must travel o~r the ' entire length of the stabilized construction entrance. N/F DOMENIe DEPAUlAA 18205/292 STABILIZED CONSTRUCTION ENTRANCE \ \ \ \ "/} \ \ \ \ \ PROPOSED CATCH BASIN PROTECTION PROPOSED STABILIZED CONSTRUCTION ENTRANCE \ \ NTS car:t,(F) __ -IDt--~--- -------,---..... N/F FRANK DESTEFANO '" JENIFER DUGRDO 8471/237 • • • • • _ ~F) __ _ ---- ••• ·1' • NiF .' FRANK & 13.iRABARA I •• NllRi .' 12n/524 • 0 0 ••• -----'----<,.....- CB/DH(F) HEIJ) CESAN • . . . . . . . . . . . / • • •• . . . / • • • .' • .. c.:l.<t'u" WIJ,kIAWeN··· •• " , ••• ··16829/72 • / .... / • • • N/f MICHAEL ",. PAULETTE BLAKE 6986/21 • o ..... • . I -_ . .,..-------' • ...... • ". /. • /'. /' . ----" .. • JlI~:' • • • • • • .. ...... ,,,.1.4 /' I / { \ • PROPOSED COMBINAI/ON • HAYBALE!SILT FENCIj, /'/' lP(r) / DRIVE N/F RICHARO '" ALLISON CORRIVEAU 7006/132 ...... ) \ \ \ I I . .... N/F JAMES MEllONl 7680/396 ., ... ., ... , /' . ..... N/F' GAIf'f GAUOEm '" MAIRY EllEN ALBANO 4965/426 ., ... 111111.1 .lltllt.t . "':..-7 . /. )(-." ....... .r----" "MI I I . ,.., .... - N/F DANIEL '" NINA ST. LAURENT 7245/453 ..... I!.fSi .• ...... .' • SEDIME:NTAT/~':!.., BARriER ~~~~~'~O~T~ } .... / /'/' "-I X1M.2. /' \ .... ...... I I /' • • ., .... ...... MII1.' /,,/ • • • • • • • • • • STRAPS • • '. • '. \ '. \ ~u" .. • • • • • PROPOSED CATCH BASIN PROTECTION • • • • • • • • • CATCH BASIN PROTECTION r~-· ;';:~~:;;~FABRIC IS WOVEN MONOFILAMENT • • • • • t • • • • • • WITLAND CROSSING I • • • r'~ xtltA IlWU ( \/ ,/....-....... ----._\ <. '\ xt.. . \ i '-, ' • .'. \ . • • . ', '-,-. 't ". t. " • '. " . .. '" . . .. . ·0. r "- t. ':-- ", . \ ., ... ..•. ·4 . '. /' '. . '. . '. . •••••• • •• ., ... :r116. ••••••••••••• • • • • • • ••• · .' . .••.. . \ \ • • • • • • '. • • • -', .' •••••• PROPOSED SILT ~E I .• -.~ / SEDIMENTATION BARRIER / .... , I ALONG ENTIRE: SITE ( -"./ ..... \ , .... .. .., I..... \ \ I /'/' ..... /'/' , .... . ... " ... ..... r-F'RO,PO~,ED COMBINATION . HAY8AL£/SILTFENClO SEDlMf'.IDATION BARRIER " ... ........... • • • • • • x,.. ••• \ . \ IlIBU "--___ -// -_ ....... ... , ... , " .... . .... • STORMWATER PERMIT . NOTES; 1. lHS PROJEc:T IS REGtJtATED UNDER~~~~UNITED~~S1<i~in:s~EINRO~;NM~OO~AI. PROIEGIION AGENCY's (EPA'S) NAllOM\l POLLUTANT IlISCHAROC EUMiNATION STOAI.tWAIER PERMIT PROGRAM. OP£RATORS OF SUCH CONSTRUCTION SITES MUST MEET THE REQUIREMENTS PART OF 'THE OGP REQUIREMENTS IS THE PREPARATION or II STORIIWATER PROPOSED POOJEc:r • 2. UNDER TI£ CONTRACT FOR 11£ CONSTRUCTION OF lHIS POOJEc:T. 1HE CONlRACTOR SfWl. BE THE OWNER'S F\Ill AGENT. tI 11£ t.lPIDo£NTA'I1ON AND w.wew«:E Of THE SWPPP. 3. TO OBTIIN '~ UNDER 1HE CONS'IRUClION CENEIW. PERMIT (CCP). II COIIPIElE AND N:CI.W.TE NODci;; Of JlIIItII (NOI) I.tUST BE SUBMITTEO TO 1HE EIMRONMENl'AI. PROTEC11ON NJ'fJlf:( (EPA) BY THE OWNER, THE CONmACIOR. AND ALL APPI.IcAIl..E SUB--coNTRACTORS. . 4. 'THE OWNER. CONIRfCIQR, HI> AU. N'POO'Bl£ SUB-CONlRACTORS f4I£ EIllWlY RESf'ONSIBUE FOR COMPLYING WI1H m( lElMi llf 1lf!D' N!!I FOO 'f)jg ~ !~~ 9f M= SVIf'PP •.. ~ .. p~.f1i:!t'G,,~~_~_NEED TO NlO OOIII'ANY CONTACT INFIJRIoIO.'I1ON NIl TO N.£NO THE SWPPP IS SITE COND!IIONS WAARANT 10 h£E1' REOORED PERm ElEMENTS. ALL PARllES l\1LL ALSO NEED 10 WoI","AIN 11£ SWPPP OOCUIIENT. comucr INSPECIlONS. UPGRADE AND I4II","AlN SEDIMENT AND EROSION CONlROLS IS NEEDED. AND lAm AU. NOtICE OF I~ (NOI) / N01ICE OF TERMINATION (NO!) REQUIREMENTS. . . ~ .' 5. EACH CONTRACTOR AND SUBCONlRAClOR tw.T HIS OP£RAl1ONAI. CON1R(llCMR 'THECONSlRUCIION PlANS HI>/OR SPEClFICAllONS MUST SIGN 'THE CONTRACroR'S CERllF1CAllON . FORM 1NClW£D III 1HE SWPPP. , ... SEE SHEET C-7 FOR ADDITIONAL SEDIMENTATION & EROSION CONTROL DETAILS SEDIMENT AND EROSION CONTRQLNQJES: I. SEDlME"," BASINS AND llRAPS. PERIMEIER BERMS. SEDIMENT BARRIERS AND OTHER M£ASURES INTENDED TO TRAP SEDIMENT SfW.l. BE CONSTRUCTED AS A FIRST STEP IN ANY LANb DISTURBING ACTMTY AND SfWl. BE MADE F\INCT1ONA1. BEFORE UPSLOPE' LAND DISTURBANCE TAKES PLACE. • 2. 'THE CONTRAc:rOR SfW.l. CONSTRUc:r AU. EROSION AND SEDIMENT cotIIROl M£ASURES PER THE SEDII.tENT· AND EROSOII CONTROL PlAN PRIOR· TO BEGIIoNNG ANY OTHER LANO DlSTURIWICES, SfW.l. ENSURE THAT AU. RUNOFF FROM DISTURBED ARrAS IS. DlREc:rED TO 1HE SEDIMENT CONTROl DE.\IICES. AND SfW.l. NOT REMOVE />N( EROSION OR SEDIMENT COOJROL MEASlJRES UNTIL 'THE. ARrAS DRAlNtlQ 10 'THEM ARE FINAl. SlABlUZED. THE CONTlACTOR SfWl. INSPEc:r DAILY ANO MAI","AlN CONTNUOUSLY INEFFECllI'E OPERATING CONOIlION AU. EROSION AND SEDIMENT OONIROL t.OSlJRES UNTL SUCH TIIoIE IS THEY ARE REM<MO. CONOUc:T INSPECTIONS AND REPORTNG IN ACCORDANCE WITH AU. PERt.IITS. . . '. . . . . 3. IMMEDIATELY \JI'ON DlSCCMRNG UNFORESEEN CIRCUNSTANCES POSING THE POTENTN.. FOR ACCElERATED EROSION AND/OR SEDIMENT POLUIllON.THE CO~c:TOR SfWl. IMPLEMENT APPROf'RlATE BEST MANAGEMENT PRACTICES (BMPs) TO EUMINATE lIIE POTENTAL FlDR ACCaERATED EROSION AND/OR SEDIMENT POWJlION. lIIE CONTlACTOR SfW.l. INSTALL AND IoI'.tITAiN. I'J NO NlOmONAI. COST TO 'THE OWNeR. ANY ADDmaw. EROSION CONTROL MrASURES DEE1.1ED NECESSARY FOR PERlAT COMP1.I\NCE BY THE CONIR'.CTOR. THE CNH:R AND/OR 1HEIR R~All'/ES, OR BY FEDERAI./STATE/LOCAL WlERNMENT INSPEClORS. . . . . 4. AU. EROSION OONIROL MrASURES SfW.l. BE CONSTRuc:rEO AND ~AlNED IN ACCORDANCE WI1H APPUCABlE PUBUSHED STANDARDS ANO SPECIACATIONS AND 11£ "t.tASSACHUSrns EROSION AND SEDIMENT CONTROL GUOEUNES FOR URBAN AM> SUBURBAN AREAS: II GUIDE FOR P1.ANNERS. DESIGNERS. AND MUNICIPAl. OFFICIAI.S" (MA DEP. MAY ~~. . 5. CONSTRUCllON ENI'iWICE(S) SIW.I. BE INSTAI.l.ED CONCURRENTLY IM1II 'THE INITIATION OF CLEARING AND . GRUBBING OPERATIONS. lIIE CO~TOR SfWl. PROTEc:T AU. POI~ OF CONSTRUCTION tIGRESS AND EGRESS TO PRE.'IENT THE DEPOSIllON OF MATERIAlS 000 lRA'>£RSED PUBUQ THOROUGHFARES. ALLMATERIII.S DEPOSrrEO 0Nl0 PUBUC THOROUGHFARES SfWl. BE REMOVED IMMEDIATELY. 6. All. SEOI!.tENT BASINS.' TRAP ENBANKNENlSi SWAlES. PERlt.tETrn 1lII<ES. AND PERt.tANENf sta'ES. SlEEPER OR EQUAL TO 3:1 SfWl. BE STABlUZED WI1H 500, SEED AND ANCHORED SIRAW MULCH. OR OTHER APPRCNEO STABUZATION MrASURES.'MlItN SE'<EN (7) CALENDAR DAYS OF ESTABUSHMENr. NO ARrAS OUTSIDE Of 'THE . PERlMEIER SEDIMENT CONTROl. _IEIl O~ UIAIT OF WORK SIW.\. BE DISTURBED. 7 •. 1IIE CONTRACTOR SIW.I. APPLY SOD. SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED STABIUZATION J.l£ASURES TO AU. DISTURBED ARrAS WIlHIN 14 CALENDAR DAYS AFTER STRIPPING AND GRAIlING ACTMllES HAVE C£ASED ON THAT AREA. MAlNl'ENANCE SfW.l. BE. PERFOR~ED IS NECESSARY TO ENSURE OONllNUED ST..aIUZATION • .ICIM: 0DNSTRIJCll0N AREAS. SUCH AS BORROW OR STOCKPILE ARrAS. ROfolH/AY IMI'RO'IElo£NTS. AND AREAS WI1HIN 50 FEET OF A BUILOING UNDER CONSlRUCllON MAY BE EXEIoIPIED FROt.i THIS REQUIREMENT. PRO'v1lED lIIAT EROSION AND SEDIMENT ODHIROL MEASU.RES f4I£ INSTAI.l.ED AND 14II"'"~ED TO PROTEc:T THOSE ARrAS. . 8. STOCKPIUES WItCH .... VE NOT BEEN USED FOR 14 CALENDAR DAYS. SfWl. BE STABlUZED lIIROUGH 'THE APPUCA'I1ON OF SOlD. SEED AM> ANCHORED STRAW MULCH, OR OTHER APPR<MO STABlJZATION MEASUlES. . .. 9. ALL CATCH BASINS OR OTHER OIRAIN tUJS WHICH NAY RECEIVE sroRMWATER FRON DlSIURBElJ ARrAS SfW.l. BE PRO'I'RJEIl WITH SOOABUE INLET PROTECTION CONSISTING Of AN OPEN-TOP FILTER FABRIC BAG THAT IS DESIGt£D TO HANG UNDERNEAlII II STORM GRATE TO FILTER SEDIIoENT -lADEN' STORt.lWATER. 10. EFFUJENT FIROIA DEWATERING OPERATIONS AND UNE FLUSHING DISC~ SHALL BEDIREc:rED 1"'"0 FIBER MATS. HmlH§; llJI'MP, 9f! Wl1l!!W!Y ~ g,'lQ\!N!1 ~ rg~lN'~ZE ~?ION. §'F1:~.FROM DEWATERtIG OPERATIONS SHAU. BE PUMPEO IDHER 10 SEOI~ TNf<S. SEDiUENT IWlS. AM>/OR SEDIMENT llRAPS FOR SEDIMOO REMOVAL .DEWATERING SfW.l. BE PERFORMED IN ,ICCORI)ANCE wm; THE "MASSAGHusrns EROSION AND SEDIMENT CONTROL GUIDEUt£S FOR URBAN AND SUBURBAN ARrAS: II GUIDE FOR PlANNERS. DESIGNERS. AND MUNICIPAL OFFlCIII.S" AND IN A ~NER THAT DOES .NOT ADVERSELY AFFEc:T ARrAS OUISIDE OF THE UMIf OF WORK. . 11. TENPOR.'Rf SEDt.lENT TRAP(s) SfW.l. BE Cl£ANED our AND RESTORED TO OOK;INAI. DIMENSIONS \\\-lEN S£OiMENT tWl ACCUMUlATED 10 II POI"'" ONE HALF (1/2) THE DEPTH BElWEEN 1HE 0UlLET CREST AND THE BOTTQ.f OF THE TRAP.· . . . . .' . 2 1 NO. N • •••• 0. 0 •••• 0 •• 0 ••••••• 0.' •••• • • • • • • • • • • • • • • • ----'111 ____ - LEGEND WETLAND -BANK WETLAND -BVW 50 FT. WETLAND BUFFER 100 FT. WETLAND BUFFER 1 FT. CONTOUR 10FT. CONTOUR EXISTING SPOT GRADE EXISTING PROPERTY UNE PROJECT PROPERTY UNE EXISTING TREE UNE ----SD EXISTING STORM DRAIN ----SS EXISTING SAlNITAIf'f SEWER ----G EXISTING GAS LINE ----W EXISTING WATER UNE ----OHW EXISTING OVERHEAO WIRES '" EXISTING CATCH BASIN @ EXISTING. DRAIN MANHOLE ., EXISTING SAlNITAIf'f MANHOLE ~ /Xl EXISTING GAS GATE '" /Xl EXISTING WATER GATE '0' EXISTING HYDRANT . <tb EXISTING UT1UTY POLE _ • _ • _ • _ SILT FENCE SEDIMENTATION BARRIER/ LIMIT Of' WORK ----------HAYBALE SEDIMENTAT10N BARRIER .oI<!!~~~. • PROPOSED CATCH BASIN PROTECT10N GRAPHIC SCALE o 30 60 120 160 ------1"=601 REVISED PER PLANNINt; BOARD COMMENTS EDM 7/27/11 REVISED PER TOWN COMMENTS EDM 7/20/11 ISSUE/DESCRIPTION BY DATE att-·~£~~ STRAP fOR EASY or CONTENTS 6. IIAPWIElfTATION OF 'THE SWPPP MUST BEGIN AT 'THE COIMNCaIENT OF CONS1'RUCI1ON ACTM1Y AND \IUSr BE FULLY AND CONTNUAU.Y DOCUM~ I.tIIIL FINAl. STABlUZATION OF lIIE SITE IS COMPI.EIE. .7. II SIGN MUST BE VISIBLY POSTED I'J 1HE SITE \\IiICH PRO'/IOES NO/1CE OF 11£ CCP. II COPY OF EACH NOI. II CONTACT NAME AM> PHONE NUMBER, AM>. THE ONSITE lOCA11OK. _ 'THE S'M'PP IS STORED. If 1HE SWPPP IS 10 BE 14II","A11£l) omrn:. 1II1S LOCATION MUST BE /IllICIJED IS \\EU. If IS 11£ RESPONSIBiUTY Of 'THE OWNER. CONTRACrOR AM> ALL APPUCABI.£SUB--CCNTRACTORS TO INDICATE CONS1RUCl1ON 1CfMf'(. SEQUENCING AND TIWtIG IN 'THE SWPPP.· 12. THE CONTRACTOR SfWl. BE RESPONSlBl.E FlDR THE CONmOl. OF OUST AND DIRT RISING AND SCATTERING IN lIIE AIR DURING CONSTRUCllON Ai'lD SHALL PROVIDE WATER SPRII>I<U~G. CALCIUM CHLORIDE. OR . OTI£R EFFEC11VE MEANS . OF COOJROl. . . . 13: All. WASTE NATERIAlS GENERATED AT 1HE SIrE SfW.L BE It.U.lEDIAffiY REMOVED AND ' DISPOSED OF OR STORED IN A SECURELY-CCMRED CONTAINER IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. COOAlNER SfWl. BE EMPIIED ON A REGULAR BASIS AND IS NECESSARY. NO GONSTRUCllON WASTE OR DEBRIS SfWl. BE BURIED ONSIlE. UNLESS SPECIFICAllY STATED BY WRinEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF' GZA GEOENVIRONMENTAL. INC. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY GZA'S CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECifiC PROJECT AND LOCATION IDENTIFIED ON THE ORAWING. THE DRAWING SHALL NOT BE TRANSFERRED. REUSED. COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF CZA. AN'( TRANSFER REUSE OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WrtHOUT THE PRIOR WRrrrEN E)(PRESS CONSENT or aZA, WILL at A1 THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA. Installation and Maintenance Guidelines InBtaNatlcn: Remove the grot. from catch booln. II uolng optional 011 absorbents: place absorbent pillow In unit. Stand the grate on end. Move the top lifting straps out of the way and place the grate Into the Dandy Sack so that the grate Is b.low the top strops and above the lower straps. Holding the IIIUng devlc... Insort the grate Into the Inl.t. Maintenance: Remove al accumulated sediment and deMs from vicinity of unit after each storm event. After each storm event (lnd at regulQr intervals. look Into the Dandy Sack. If the containment area I. more than 1/3 full of .edlment. the unit must be emptied. To empty unit. lift the unit out of the Inl.t usl"9 tho lifting .traps and remove the grate. K u8/n9 optional all oboorbent.: replace absorbent when near saturation. 8. INSPECTION AND MAltmN'.NCE MUST BE PERFORMED REGUlARlY FOR PERMIT COMPUANCE. AND DOCUMENTIIllONOF INSI'ECJ1(H) AND .WoI~E MUST BE APPENDED 10 THE SWPPP. 9. WHENEVER 1I£RE IS II CIWIGE tlOESIGN, CONSIRIJCIl()N OP£RA1l0N. OR WoINTENANC£ I'J THE CONSTRUCTION SITE lIIAT tWl. OR COOlI HAVE. A SlGNFICINT EFfEc:T ON TI£ DISCHARGE Of STORM WATER POUUTII'IlS, 1HE SWPPP MUST BE AMENDED. 10. CONTRACfOR SfW.l. IDENTFY THE LOCATIONS Of THE FOLl.OVIING ON lIIE S&EC PLANS: 14. PERMANENT SWALES OR OTHER POI~ OF CONCENlRATED WATER FLOW SIW.I. BE STABlUZED WITH SOD OR SEED . ANDWI1H AN N'PROVEIl EROSION CONTROl. NAmNG OR BY; OTHER APPR<MO STABlUZATION M£ASURES. . . 15. FOR FINISHED GRADING, THE CONTRACTOR SfW.l. PR<MIlE ADEQUATE GRAOIOOS SO IS TO PREVENT WATER FIROM STANDING ON lIIE S\J!f'ACEOF LAWNS NORE 1IIAN 24 HOURS mER 'THE END OF A RAINFAll. EXCEPT IN DESIGNATED DRAINAGE COURSES .AND SWAlE FLOW ARrAS \\\-lICH MAY DRAIN IS LONG IS 048 HOURS AFTER THE END OF A RAINFAll., AND PROVIDE POSrTi'IE DRAINAGE IIiIAY. FROM AU. BUILIiING FlDUNDAllONS OR OPENINGS. CONCRETE TRUCK w.osHOUT ARrAS (SEE SWPPP) ~~~ UNITS (TOiLETS) 16. PRIOR TO m.I<MIL OFSEOMNr CONTROL N£ASURESTHE CONTRACTOR SfWl. STABlUZE AU. CONTRISUlOR'I SOLAR PHOTOVOLTAIC FACILITY 912 SHOEMAKER LANE AGAWAM.MA SEDIMENT & EROSION CONTROL PLAN U'~ Of SIAGING ~~ '" SOIL ~-.""" ARrAS DISTURBED ARrAS USING 500 OR AN APPR<MO PERMANENT SEED MIXTURE IM1II REQUIRED SOIL AUEN!lI.tCNTS AND AN "'~ ~ ~'''''''"''''' APPRO'IEO ANCHORED MULCH. ARrAS BROUGHT TO FtlISHED GRADE MING 'tHE SEEDING SEASON SIW.I. BE WASTE CONTAINERS (E.G .. 1llJMI'STERS) PERMANENTLY STABIUZEO wm;1N 14 c.<UNOAA DAYS OF EST_MENT. v.IiEN PROPERlY IS BROUGHT 10 FINISHED PREPARED BY: PREPARED FOR: CHEMICAL, WilCRlAl. EQUIPMENT. '" '<tH1ClE SI'ORAGE ARrAS GRADE DURING THE MONTHS WHEN PERMANE"," STABIUZAilON IS FOUND 10 BE IMPRAc:rCAL, AN APPROVED ~ . SOIL STOIGKPtUES '" CONIROLS. TEMPORARl' SEED AND SIRAW ANCHORED MUlCH OR . OTHER ACOEPTABLE MEANS SfW.l. BE APPUED TO DISIURBED OZA GeDEnvlronmental. Inc. ROUTE 57 SOLAR.LLC 11. IF ADOO1ON.\l CONIROLS OR BMPS ARE ,tOOEO, THESE SIW.L BE DEPICTED ON THE S&EC PLANS AND A ~PIION AREIS. G1\ Engineers and Scientists 88 BLACK FALCON AVE .. STE 342 AOOED TO T1£. SWPPP. 1IIESE NEW CONTROlS SIWl. BE ADDED TO lIIE WEEl\l.Y INSPECTIONS IS WElL 17. TEIIPORARY SEDIMENT CONlROL DE.VICES SI¥ll. BE REU<1/EQ WITHIN (3D) CALENDAR DAYS FOllOWING ' www.gza.comBOSTON.MA 02210 12. CONTRACTOR SfW.l. IDENTFY ON 'THE S&EC PLANS AU. ARrAS THAT .... VE UNDERGONE ANAL STABlUZA1l0N, ESTABUSHMENT OF PER~ENT STAIllIZATION IN ALL CONTRIBUTORY /JR.6JNAG/E AREIS. ·STORt.lWATER _IoIE"," PROJ MGR: sm REVIEWED BY: 810 CHECKED BY: TEJ DRAWING CATCH BASIN PROTECTION STRUc:TURES USED TEMPORARILY FOR SEDIMENT CONTROL SfW.l.BE ClEANED AND 0DtMRTED 10 'THEIR PERMANENT DESIGNED BY: STD DRAWN BY: EDM 1"'60' ! 13. UPON fiNAL STABlUZATION, A NOlIGE OF TERMINAllON (NO!) MUST BE SUBMIT1[O TO THE EPA BY AU. PARllES WHO CONFIGURATION WI1HIN 1II1S 'liME PERIOD IS WELL. ALL STORM. DRAINAGE STRUc:ruRES. SUMPS. Ai'lD PIPES SIWI. BE DATE'. C 1 ~ NTS CO'-~ • NOI ClEANED OF AU. SEDIMENTS PRIOR 10 FINAl. PAYJjENT. '. PROJ CT NO. o. -~'L-____________________________________________________ ~------------------------------~----------------___________________________________ ~ __ ~ __ '~_n ___ . ________ ~~----------------------~------------~~-----------------·----------------~-------·------~----------·------------L-~JU~L~Y~7~.~2~Ol~1~1_~1~5~.O~16~6~2~58~.~OO~JL ____ ~ ______ L~~E~ET~N~0~. ____ ~ o I ce".'J,(f') _ --I0f------_ ..!J,f') __ _ ca/PH(F) • ""/DII(Fl Hall CB/DH(F) Hall • r I I --_ ...... EX. TRElOHOIJSE:-:-..... TO 8E REA40VlfD - \ I I I I - ~EIJ) CESAN DRIVE ~------SS------SS-------~~-------SS--~----SS-.-------4-----SS-----~SS------SS----_.---_+- • , , , • , • , • , • • • • , • • , , , • • I I , • , , j--,- . . .. . . . . . . . / I , . . . . , . / I • • • • , ..... "".' /'... I ••••••••••••••••••• , .. ' ". I " ~ • • • ... .. , / ", , I . .0.···· 't. " ' ! I , ..... -. --. :--~~ • , , , • • • • • , , , • , • , • : , • .. , , PROP, • MANAGEMENT AR£A • , (SE:E NOTE J THIS SHE£T) " , • • • • • • • • \ DM"-\ \ lP(r) SHEDS & PICNIC TO· 8£ -" ex' SHED WALL TO 8£ R£MOV£D -""""'ES1IMAT£D LOCATION OF EXISTING S'-HT. C.L.F. IP(F) , , VEG£TATION REMOVAL AR£A ,,0 (SE£ NOT£ 2 THIS SHE£T) /' NOTES: /' / / / -" / / '-P,ROP. V£G£TATION MANAGE:M£NT ARE:A; EXT£NT OF ARE:A OUTSIDE THE PROPERTY TO BE: D£TERMINED IN THE FIELD. 08TAIN HIGHWAY ACC£SS PERMIT FOR ALL WORK ON ROUTES7 RIGHT-OF-WAY. (5££ NOT£S 3 & 4 THIS SHE£T) / / / / / / / / / / 1. A BUILDING PERMIT WILL NOT BE REQUESTED UNTIL ALL ENCROACHMENTS HAVE BEEN PROPERLY REMOVED . / / / 2. WITHIN VEGETATION REMOVAL AREA, CONTRACTOR SHALL STRIP TOPSOIL, AND· CLEAR & GRUB EXISTING VEGETATION NOT TAGGED TO REMAIN (SEE SHT. C-3, NOTE #3), 3. WITHIN THE PROPOSED VEGETATION MANAGEMENT AREA. CONTRACTOR SHALL REMOVE CANOPY VEGETATION ONLY; UNDERSTORY AND GROUND COVER VEGETATION THAT DOES NOT CAST SHADE ON THE PROPOSED SOLAR. PANELS (SEE SHT. C-3) MAY REMAIN, 4. CONTRACTOR TO ACQUIRE A HIGHWAY ACCESS PERMIT FOR VEGETATION MANAGEMENT PROPOSED WITHIN THE ROUTE 57 RIGHT-OF-WAY, / / / 2 NO. N / / / / / / / / / / / / LEGEND WETLAND -BANK ~ ~ WETLAND -BVW .............................. • •••• • • • • • • • •• • ----11111 ____ _ --------""-------- -------SD------- -------ss------- ---G~-- ---W'--- ---OHW'--- 50 FT. WETlAND BUffER 100 FT. WETlAND BUFFER 1 FT. CONTOUR 10 FT. CONTOUR EXISTING SPOT GRADE EXISTING PROPERTY LINE PROJECT PROPERTY UNE EXISTING TREE LINE EXISTING STORM DRAIN EXISTING SANITARY SEWER EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD WIRES EXISTING CATCH BASIN EXISTING DRAIN MANHOLE EXISTING SANITARY MANHOLE EXISTING GAS GATE EXISTING WATER GATE EXISTING HYDRANT EXISTING UTILITY POUE GRAPHIC SCALE o 30 60 120 180 ------1";;60' REVISED PER PLANNING BOARD COMMENTS EDM 7/27/11 REVISED PER TOWN COMMENTS EDM 7/20/11 ISSUE/DESCRIPTION BY DATE UNLESS SPECIFICALLY STATED BY WRmEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERlY Of OZA GEOENVIRONIdENTAl, INC. (G2A). THE INfORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY GZA'S CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE DRAWING SHAll NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT Of GZA. Atf( TRANSfER. REUSE, OR MODifiCATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITIEN EXPRESS CONSENT OF GZA, WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA • SOLAR PHOTOVOLTAIC FACILITY 912 SHOEMAKER LANE AGAWAM,MA SITE PREPARATION & DEMOLITION PLAN PREPARED BY: PREPARED FOR: ~. GZA GeoEnvironmental, Inc. ROUTE 57 SOLAR, LLC G%\ Engineers and Scientists 88 BLACK FALCON AVE., STE 342 www.gza.comBOSTON.MA 02210 \ -" PROJ MGR: STD REVIEWED BY: STD CHECKED BY: TEJ DRAWING . / DESIGNED BY: STD DRAWN BY: EDM SCALE: 1''''60' C 2 ' \ . / DATE: PROJECT NO. REVISION NO. -,. iL-_____________________________________________________________________________________ ' ______ --------____________________________________ --------------------------------------------------------------------------______________________________________________________________ ~ ___ JU_L_Y_7~,_2_01_1 __ ~_1_5_.0_1 __ 002_5_8._00 __ ~ _____ 2 ______ ~S_H_E_ET_N_O_. ____ ~ o PROP. !'IITF-_~-\\,-1i~ ENTRANCE PROP. 24 GATE • I \ PROP. 4' HIGH • CI-IAIN LINK nNCE • , . . . .,. " • • . " ,.0- • • to to : " to ." • • • . . . . . . . . . . • I / 7-- ....•............. / .... • " --..- \ \4' -HT. C.L.F. \~ \ \ \ \ \ O"~"\ I ~ I ~ ..... ..... --..,----"""" PROP. 6' HIGH CHAIN LINK FDiCE PROP. EME.:RGE'NCY'--., I ENTRANCE: EMERGENCY VEHICLES ONLY GATE W!PRIVACY CREENIIj,Y PROP. 20' WIC;'E~~ VEGETATED . BUFFER AlONG If. SHARED WITH CESAN DRIVE . RESIDENTIAL LOTS. . (SEE SHEET C-6) 18' WIDE GRAVEL MAINTENANCE DRIVEWAY '-PI?OP.· SOLAR PANEL (TYP.) \ I I I I .1 ~ / . / I . '" .r:I====:JIC:====]I=·=====IC:====]I==:::'~:'~ seiilJ , , II., rU!I( . iliif3 --- INVERTER ) [::==~~====r:="~W~'==C::::=J I I XiD" / Xlt!.3 (~ [1=·=~='=:·Jti[:·:·:·~::I:::::J INVERTER \ . ~ Ar ... S..--.-----. \ . 0 ~ ...... PROPOSED CAPACITY OF SOLAR . PHOTOVOLTAIC FACILITY -1.813 kW DC NOTES; 1. AREAS INTERIOR TO THE MAINTENANCE DRIVEWAY AND SOUTH OF THE PROPOSED 6' HIGH · CHAIN LINK FENCE PARALLELING CESAN DRIVE SHALL BE GRADED WITH A MAXIMUM SLOPE .OF 5%, WITH SMOOTH TRANSITIONS BETWEEN VARYING GRADES. . 2. PROPOSED GRADING SHALL MAINTAIN OVERALL EXISTING SrrE DRAINAGE AND SHALL NOT I~PEDE STORMWATER RUNOFF, FROM THOSE cESANDRIVE RESIDENTIAL LOTS. WITH BACK YARDS DIRECTLY ABUTIING THE SITE, FROM DRAINING TOWARD THE SOUTH. 3. EXISTING HEALTHY MATURE TREES WITHIN THE · PROPOSED 20' WIDE VEaUATED BUFFER ALONG THE SITE PROPERTY LINE SHARED WiTH CES.A.N . DRIVE RESIDENTIAL LOTS, THAT ARE NOT IN CONFLICT WITH THE PROPOSED FENCE OR THE PROPOSED SOLAR PANELS, SHALL BE TAGGED TO REMAIN. THE AGAWAM PLANNING BOARD SHALL BE NOTIFIED AFTER THE TAGGING IS COMPLETE AND BEFORE CLEARING OPERATIONS IN THE VEGETATED BUFFER BEGIN. 4. ALL DISTURBED AREAS NOT OTHERWiSE SURFACED SHALL RECEIVE CONSERVATION SEED MIX. 5. SITE MAINTENANCE TO INCLUDE: 0.) MOWING ONCE A MONTH DURING THE GROWING MONTHS OR MOWING WHEN THE GRASS BETWEEN THE SOLAR PANELS REACHES A HEIGHT OF TEN INCHES (10"). b.) ANNUAL CLEANING OF THE SOLAR PANELS 6. "KNOX BOX· OR APPROVED EQUAL TO BE INSTALLED AT GATED ENTRANCES OFF OF SHOEMAKER LANE AND CESAN DRIVE FOR ACCESS OF EMERGENCY PERSONNEL AND VEHICLES. COORDINATE WITH AGAWAM fiRE DEPT. 6' HIGH CHAIN LINK FENCE N .............................. . . . . . . . . . . . . . . . ----... -----______ ~.D------- 1<\'7.-4 ----5D---- -----5S ----- ------G----- -----w------- ---OHW--- + lau LEGEND WETLAND -BANK WEIlAND -rNW / / 50 FT. WEIlAND BUFFER 100 FT. WEIlAND BUFFER 1 FT. coNTOUR 10 FT. CONTOUR EXISTING SPOT GRADE EXISTING PROPERTY UNE PROJECT PROPERTY LINE / BUILDING SETBACK LlNE(PER ZONING) EXISTING lREE UNE EXISTING STORM DRAIN EXISTING SANrrARY SEWER EXISTING GAS UNE EXISTING WATER UNE· EXISTING OVERHEAD WlRES EXISTING CATCH BASIN EXISTING DRAIN MANHOLE EXISTING SANrrARY MANHOLE EXISTING GAS GIITE EXISTING WATER GIITE EXISTING HYDRANT EXISTING Lm1.lTY PO PROPOSED LmUTY POLE PROPOSED SPOT GRADE PROPOSED PAVED DR~AY PROPOSED GRAVEL DR~AY o 30 GRAPHIC SCALE 60 120 180 - ---1"=60' R~t.lOVED PROP. BLDG. PER BL~G. INSPECTOR COMMENTS STO 6/05/13 4/06/12 D. INVERTOR PAD, TRANS. & UTILITY DISCONNECT LOC. EDM RVSD. SOLAR PANELS AND INVERTER LOCATIONS EOM 1/23/12 REVISED PER PLANNING BOARD COMMENTS EDM 7/20/11 3 7/27/11 2 REVISED PER TOWN COMMENTS EDM BY DATE 1 ISSUE/DESCRIPTION NO. UNLESS SPECIFICALLY STAlm BY WRmEN AGREEI.IEtn. THlS DRAWING IS THE SOLE PROPERlY OF GZA GEOENVIRONMENTAL. INC. (GZA). THE INFORMAnON SHOWN ON THE DRAWiNG IS SOLELY FOR USE BY OZA'S CI:.IENT OR THE CLIENT'S DESIGNATED REPRESENTA.TIVE FOR THE SPECIfiC PROJECT AND LOCATION IDENTIREO OM THE DRAWING. THE ORAWING SHALL NOT BE TRANSFERRED. REUSED, COPIED OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION DR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRIITEN CONSENT OF GIA. Nf{ TRANSfER. REUSE, OR LlODIFICATION TO THE ORAWING9Y THE CUEWT OR OTHERS, '#t'ffilOUT ll-IE PRIOR WRITTEN EXPRESS CONSENT or 021\. WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA. SOLAR PHOTOVOL TAlC FACILITY 912 SHOEMAKER LANE AGAWAM,MA OVERALL SITE PLAN & GRADING PREPARED BY: PREPARED FOR: ../" 7. $IZE, NUMBER, AND LOCATION OF PROPOSED SOLAR PHOTOVOLTAIC RACKS, ~GZA GeoEnvironmental, Inc. ROUTE 57 SOLAR, LLC / INVERTER PADS, ACCESS PATHS AND GATES SHOWN HERON ARE . PRELIMINARY OL\. Engineers and Scientists 88 BLACK FALCON AVE., STE 342 \ __ IN NATURE AND SUBJECT TO CHANGE UPON THE COMPLETION OF THE FINAL www.gza.comBOSTON.MA 02210 \ / '" ELECTRICAl DESIGN FOR THE DEVELOPMENT. THE PROPOSED PROJECT LIMITS PROJMGR: STD REVIEWED BY: SID CHECKED BY: TEJ DRAWING ~ \ / (i.E. CHAIN LINK FENCE) WILL REMAIN AS SHOWN HEREON AND COVERAGE DESIGNED BY: STD DRAWN BY: EOM SCALE: 1""'0' C 3 a,L-__________ ~--------------------------------------------------~------------'------------------------______ --__________________________________________________ ~ __ ~ ____ ~ __________ ~~----W~I=LL~N~O~T_EX~C=E:E:D~50:%~O:F~T~H:E~T~O~TA=L~LA=N:D~AR::EA=. ________ ~--________ ~~[D=A~E~;~~~~~PR~O~J~EC~~O~.~_1~RE~V~IS~IOjN~N=O~. __ -1~~~-~---1 JULY 7,2011 15.0166258.00 5 SHEET NO. o I \ \ \ \ \ \ SECTION MAINTENANCE DRIVEWAY FROM SHOEMAKER LANE TO STA 10+95 SHALL B£ PAVED E10372.1 \ \ \ \ \ \ I \ \ \ \ I \ \ \ \ \ -O'>~ O.~ ~<:::-0<> ~ - I PROP. 6' HIGH CHAIN LINK FENCE 18' WIDE GRAVEL MAINTENANCE DRIVEWAY S6'"" <6'.0,. El STA 12+52.4 57.S' LT. <Q--.....;:: .s>~ E10532.9 STA 12+14.5 ~ Ol-~~, ~ ~o-. -t-J ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PROP, VEGrrATF:D BUFFER (SEE SHErr C-6) El0677.9 I I I I I / / I· I / I / I I I 1 " I /--:-,----------___ --l I I I I I I I I I I I I I I I PROP. INVERTER I i I I I I I I I I I I I I I I I LOCATION OF ~'-HT. C.LF. I I I I I I I I I i I ! I I I I I I c c , />-' I I I I 1 5 5 t: I I I I I I I I I I I I I I I i I I I I I L)::GEND EXISTING PI!QPERTY UNE PROJECT PROPERTY UNE --'--'-------,EXISTING EASEMENT C'Q, EXISTING UTILITY PPLE cQ..:>, ' PROPOSED UTlUTY POLE '--_______ --'1 , PROPOSED SOLAR PANELS PROPOSED PAVED DRIVEWAY I I 5 4 3 2 1 NO. I o 15 ----- 6' HIGH CHAIN LINK FENCE I N GRAPHIC SCALE 30 60 90 ------111;:;:30' REMOVED PROP. BlDG. PER BlDG. INSPECTOR COMMENTS STD RVSD. SCLAR PANELS AND INVERTER LOCATIONS Eiif.i RVSD. INVERTOR PAD, TRANS. & UTIUTY DISCONNECT LOC. EDM REVISED PER PLANNING BOARD COMMENTS EDM REVISED PER TOWN COMMENTS EDM ISSUE/DESCRIPTION BY 6/05/13 4/66/12 1/23/12 7/27/11 7/20/11 DATE UNLESS SPECIFICALLY STATED BY WRmEN AGREEMEt-IT. THIS DRAWING IS THE SOLE PROPERTY OF GZA GEOENVIRONUENTAl, IN C. (GZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY fOR USE BY CIA'S CLIENT OR THE CUENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PRoJECT AND LOCATION IDENTIFtED ON THE DRAWING. THE DRAWING SHAll NOT BE TRANSFERRED, REVSED, COPIED, OR ALTERED IN ANY MANNER fOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT Of GZA, ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS CONSENT OF GZA. Will 8£ AT THE VSER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO OZI\, PREPARED BY: SOLAR PHOTOVOLTAIC FACILITY 912 SHOEMAKER LANE AGAWAM,MA MAINTENANCE DRIVEWAY LAYOUT PLAN 1 OF 2 PREPARED FOR: \ \ , \ \ \ DESIGNED BY: STD DRAWN BY: EDM SCALE: 1":30' i DATE: PROJE T NO. RE ISION NO. C-4 ROUTE 57 SOlAR, LLC 86 BLACK FALCON AVE., STE 342 BOSTON, MA 02210 ~GZA GeoEnvironmental, Inc. 01\ ' Engineers and Scientists www.gza.com PROPOSED GRAVEL DRIVEWAY STD REVIEWED BY: STD CHECKED BY: TEJ DRAWING PROJMGR: ~------------------------------------------------------------__________________ ~ __________________________________________________________________________ ~ ________________________________________________________________ ~ __ ~ __________ ----~~------------------------~JL~J~U~L~Y~7~,~20~1~1--L-21~5.~O~16~6~25~6~.0~0~1_ ____ ~5 ______ ~S~~E~~~N~O~. ____ ~ o !>-~ i I ;;;; ......... _._. PLANTING NOTES: 1. LANDSCAPE CONTRACTOR SHALL REVIEW ALL SITE UTlLnY PLANS AND COORDINATE WITH THE GENERAL CONTRACTOR TO AVOID HAZARDS AND CONFLICTS WITH EXISTING/NEW UNDERGROUND UTILITIES. 2. ALL PLANTS SHALL BE HEALTHY NURSERY STOCK MEETING REQUIREMENTS OF NURSERYMEN'S ASSOCIATION STANDARDS FOR TYPE, SIZE, AND CONDITION. ALL OTHERS WILL BE REJECTED. PLANT ·LlST 3. OWNER'S REPRESEI'ITATIVE WILL INSpEcT ALL PLANT BEDS PRIOR TO ~ PLANTING. ABBREV. COM MOM/BOTANICAL NAME 4. ALL PLAI'ITS ARE TO RECEIVE A 3' SETTlED DEPTH OF AGED PINE BAAl< MULCH, IMMEDIATELY AFTER INSTALLATION OF MULCH, THE COI'ITRACTOR SHALL THOROUGHLY WET AlL BEDS WITH THE EQUIVALEI'IT OF 2' RAINFALL TO SETTLE MULCH TO 3" DEPTH. GlR JY AS DIRECTED BY LANDSCAPE ARCHITECT PRUNE TOP 1/3 GROWTH ON DECIDUOUS SHRUBS REMOVE ALL DEAD CANE. SPECIFIED WEED BARRIER TO C5 YO ,-MULC:H 3"MIN. DEPTH FINISHED GRADE", ,.,-F'LANTING SOIL EXISTING SUBGRADE. ----- • EXISTING SUBGRADE(OR COMPACTED SUBGRADE) SHRUB PLANTING DETAIL NTS I ~l I I I 1 1 1 1 / / 1 I· I I / I I 1 / I I I r--~--------·--~~ ... Red Oak / Quercus 1'Ubrn Eastem Redcedar / Juniperus · lIirgia.1Ul Arborvitae / Th.uja. occidenta.lis 'tech.?/ Red THlq DOo/lood /Comus sericea. ArroHwod· ViburnUm. / Vwumum denta.tum / I I I I ·CESAN DRIVE .· ---- 1 1 . I· . . .. 1 . . SIZE QTY. 2-25' 10 5-6' S2 5-6' 41 le'-24" 20 5-4' 20 ---- REMARKS B4B B4B container container B4B -----~ -·--~L I I I I I I .... ----- -./ / NOTE: ------ - - /" - / / LANDSCAPE PLAN SHALL BE ALTEREO TO ACCOMODATE EXISllNG TREES SCHEDULED TO REMAIN (SEESHT. C-3, NOTE 113). 2 1 NO. o 15 N GRAPHIC SCALE 30 60 90 ------1"=30' . ~ REVISED PER PLANNING BOARD COMI.IENTS EDM REVISED PER TOWN COMMENTS EDM ISSUE/DESCRIPTION BY 7/27/11 7/20/11 DATE UNLESS SPECIFICALLY STATED BY WRInEN AGREE~ENT. THIS DRAWING IS THE SOLE PROPERTY OF alA GEOEtMRONfdENTAL. INC. (OZA). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY CZA'S CUENT OR THE CUENT'S DESIGNATED REPRESENTATIVE fOR THE SPECIRe PROJECT AND LOCATtoN IOEtfTIFIEO ON THE DRAWiNG. THE DRAWINO SHAlL NOT BE lRo6.NSFERREO. REUSED. COPIED. OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WlrnOUT 1l£ PRIOR YlRinEN CONSENT or GZA. ANY TRANSFER, REUSE. OR MODtFlCATION TO THE DRAWING BY Tl-lE CLIENT OR OTHERS, WITHOUT THE PRIOR WRlffiN EXPRESS CONSENT OF aZA. WilL BE AT THE USER'S . SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO GZA. PREPARED .BY: SOLAR PHOTOVOL TAlC FACILITY 912 SHOEMAKER LANE AGAWAM,MA LANDSCAPE PLAN PREPARED FOR: ~GZA GeoEnvirOrimental, Inc. GL\ Engineers and Scientists . www.gza.com ROUTE 57 SOLAR, LLC 88 BLACK FALCON AVE., STE 342 BOSTON, MA 02210 PROJMGR: STD REVIEWED BY: 8TD CHECKED BY: TEJ DRAWING ~ I DESIGNED BY: ATR DRAWN BY: ATR SCALE: 1"=30' -DATE: PRO CT NO. REVISION NO. C-6 lL_ ______________ ----------------------------------~--------------------------~--------------------------________ ~~----------------~------------------------------------------~------__ --------------------------______________________________________ ~ ____ ~ ____________________________ JL __ ;J~U~LY~7.~2~O~1~1 __ L_~1:5~.O~16~6~2~5~B.~O~O __ L_ ____ ~2 ______ JLS~H~E=ET~N~D~' ______ J ~ Il. is z ~ :r: Vl PIPE SIZE SEE SPECS 1 1/2"NOM. PIPE SIZE 3" 1 I/Z"NOM. PiPE: SIZE WIDTH AS INDICATED ON PLANS 2"CHAIN LINK fABRIC PVC COATED No. 9 Ga. WIRE-BLACK PLACED ON OUT SIDE ~ KNUCKLED SELVAGE TOP & BOTTOM 3/8"¢ TRUSS ROD T~R~~D BOTH EHDO PROVIDE GATE STOP CONC~-l fOOTING 1/4"x3/4"FlAT STRETCHER BAR (TYP.) Vl ~ 0.. z o ~ :r: Vl i LINE POSTS, 2 g NOM. PIPE SIZE iii LINE POSTS ONLY ~ MAY BE DRIVEN INTO GROUND, ~ OMITnNG CONCRETE IS fOOTING. &! ! DOUBLE-LEAF CHAIN LINK FENCE DETAil NTS TOP & BOTTOM RAIL USE RAIL COUPLING APPROX. EVERY 20'. EXPANSION COUPLING EVERY 100' INTERVAlS. 10'~0" MAX. END, CORNER & INTERMEDIATE PANEL KNUCKLED SELVA(;E", & BOTTOM RAIL 1 1/4"NOM. PIPE SIZE CHAIN LINK FENCE DETAIL NTS TIES 1/11 24" Mlix. SPACING TOP & BOTTOM 2"CHAIN LINK FABRIC ' PVC COATED No. 9 Go. WIRE-BLACK PLACED ON OUT SIDE f-----Elm & CORNER POSTS, 2 1/2"NOM. PIPE SIZE 11+i---l/4"x3/4"FlAT STRETCHER BAR TRUSS ROD THREADED BOTH ENDS 1/4"x3/4" BANDS & STRETCHER BAR AT END & CORNER POSTS , ' /Z"WASH (TYP.) FOOTING AT CORNER, ENDS, BRACE • AND PULL POSTS. 12"¢ ~ j g STRINO BINDER 10' t.tAXIMUM CENTER TO ,-3S" MINIMUM LENGTH FENCE POST, , DRIVEN A MINIMUM OF 12" INTO I ~ i it j I I ~ j -o ---- BEDDING DETAIL ANOLE FIRST STAKE TOWARD THE PREVIOUSlY PLACED BALE ENTRENCH BALES A MINIMUM' OF 4" INTO THE GROUND UNDISTURBED GROUND 2 RE-BARS OR 2·X 2" DRIVEN 12" TO lS· INTO THE GROUND STAKES ARE TO BE DRIVEN FLUSH WITH THE TOP OF THE BALES CENTER FLOW FLOW PERSPECTIVE VIEW , TOP VIEW , POSTS SECTION A GROUND ' 16" MINIMUM HEIGHT OF GEOTEXTlLE 36" MINIMUM FENCE POST lENGTH S" MINIMUM DEPTH IN GROUND FILTER CLOTH-FENCE POST SECTION flOW MINIMUM 20" ABOVE ~::~~~~~~~~1=~G:R~:::D~~~~ UNOISTURBED GROUND EMBED GEOTEXTILE A MIN. OF 6" VERTICALLY INTO FENCE POST DRIVEN A THE GROUND MINIMUM OF 12" INTO THE GROUND CROSS SECTION ' 18' MAX. 6" MIN. THICKNESS "DENSE-GRADED CRUSHED STONE fOR SUBBASE" (MDOT MZ.Ol.7) 8" MIN. THICKNESS GRAVEL BORROW GEOTEXTILE FILTER FABRIC, TYPE I ,REMOVE TOPSOIL AND STOCKPILE IN DESIGNATED AREA lYPICAl SECTION-MAINTENANCE DRIVEWAY NTS NOTES; 1 . DIMENSIONS AND CONSTRUCTION MATERIALS SHOWN ARE PRELIMINARY IN NATURE AND SUBJECT TO CHANGE UPON , COMPLETION OF THE FINAL EUECTRICAl DESIGN FOR THE DEVELOPMENT 2. THIS DETAIL DOES NOT PROVIDE A SUPPORT , SYSTEM DESIGN. ANY SUPPORTS SHOWN ARE PURELY CONCEPTUAL 3., GEOTECHNICAl EVALUATION , BY OTHERS. tlAYBAlE§- RUN OFf ==> HAYBALES ----:., L..: ... ..; .. ":.--.... ~ ~-.. ----.. Pu\N -.. :::$-:" ..... -.... --:::::~.:-~ .. ::-:.. .. ..: -.. -~-... --..... ....:, - WETLAND --,SILT fENCE ' EXIST. GROUND I/Z" SURfACE COURSE (TYPE 1 B.C.) , .. , ............................... ,' .. ::: ,',' :::: ::: ,'::::: ::.'::: :::: :,':::,'::. :,':: :::: :,',',' :,', '.': .... ::.'. ':: :,',':: ,',':: ,',' .. ... , .............................. . I/Z" BINDER COURSE , (TYPE 1 B.C.) 4" PROCESSED GRAVEL (M1.03.1 ) .. , ............................ , .... . ::::::: ::::::::.::::::::::::::::::::,' ': 'J--:B" .................. , .............. , GRAVEL BORROW .03.0, TYPE B) ........ , ....... ,. '::::::. -:. '::::. 9'-8 3/4" TYPICAL SECTION BIT. CONC. PAVING NTS PHOTOVOLTAIC CELLS SYSTEM I---DRIVEN STEEL I BEAM SUPPORT SOLAR PHOTOVOlTA!C RACK NTS , co I Co 3 REMOVED PROP. BLDG. PER BLDG. INSPECTOR COMMENTS SID 2 REVISED PER PLANNING BOARD COMMENTS EOIA £OM REVISED PER lOWN COMMENTS 1 BY 6/05/13 7/27/11 7/20/11 DATE ISSUE/DESCRiPTION NO. UNLESS SPECIFICALLY STATEO BY WRITIEN AGREEMENT. THIS DRAWI NG IS THE SOL.E PROPERTY OF' OZA GEOENVIRONMENTAL, INC. (aZA). THE INfORMATION SHOWN ON lHE ORAWlNG IS SOLELY FOR USE BY aZA'S CUENT OR UIE CUEHr'S DESIGNATED REPRESENTATIVE fOR THE SPECIFIC PROJECT AND LOCATION IDENTIFlED oN ll-tE DAAVANG. THE DRAWING SHMl. NOT BE TRANSF'ERRED. REUSED. COPIED OR ALTERED IN AMY ~ANN ER FOR USE AT AliY OT .... ER LOCATION OR fOR ANV ornER puRPOSE WITHOUT THE PRIOR WRITIEN CONSENT OF GZA. ANY TRANSFER. REUSE, OR MODifiCATION TO THE DRAWING BY THE CLlENT OR OTHERS. WITHOUT THE PRiOR WRIllEN E){PRESS CONSENT or GZA.. Will BE AT THE USER'S SOLE RISK AHO WITHOUT ,t,NY RISK OR UA.BIUTY TO G2A. SOLAR PHOTOVOLTAIC FACILITY 912 SHOEMAKER LANE AGAWAM,MA DETAILS PREPARED BY: PREPARED FOR: ,~. Engineers and Scientists 88 BLACK FALCON AVE., STE 342 """" www.gza.comBOSTON.MA 02210 , HAYaALE SILT BARRIER SILT FENCE· QITA!L COMell'lAJlON SII,lFENCE/HAYBALE ::::~=~, :: :::,,-::;,~:, =.~~,;.":::w DRAWING g Nl5 Nl5 EROSION CONTROL BARRIER "re ",ru ~~ ~"" C-7 ~ ______________________________________________________________________________________ ~ ____ ~~ ____________ ~ __ ~~ ________ ~ __________________________ -=~~~~~~N~TS~~~-=~~~~------------~----------______________ ~~ ______ ~ ____________________ ----~~~JU~L~Y~7~,~20~1~1~~1~5~.O~1e~6~2~~~.0~0~~~~3~ __ --~S~HE~E~T~NO~.----~ UNDISTURBED GROUND ANCHORING DETAIL ~GZA GeoEnvl,ronmental, Inc. ROUTE 57 SOLAR, LLC JOINING TWO ADJACENT SILT FENCE SECTfONS SECTION \ I \ I