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8266_SITE PLAN - LUIGI CHIARELLA - 371 S. WESTFIELD ST. plan _ Lul �� , ch � ore � la _ 371 S Wes { P, eld St - NOTE: y� ! 1m a _ / � .tom---�.�.-� UTILITIES ARE SHOWN E< "� :of UNDERGROUND � � s<, FROM AVAILABLE UTILITY INFORMATION _ J ONLY AND WILL REQUIRE ACTUAL FIELD usHILL wEti .t� sr acr._.vi'w-awQo x cA = � ots S[ _ 8 EIiPG[r-LA ����lrrr,,,ppp J / %'*' VERIFICATION. MORE UNDERGROUND I���(p- &4CRSM11h:4 f�' ���'ZMkCt1 �J UTILITIES EXIST THAN ARE SHOWN, DIG r`f AGAWAM `0E*/n�l�• � + - MP t[ Jam• S WELL AS EACH UTILITY COMPANY l� i SAFE A j j couunrr cx ue c. 1 v e "„ a I t SHALL BE NOTIFIED TO MARK THEIR 7 "�j g � Feeding UNDERGROUND LINES AT LEAST 72 HOURS Nifls E; $ PRIOR TO ANY EXCAVATION. - - - DIG SAFE TEL. 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INu 7 =/�8' � S , 2;' D� ISyBT � t �Z � �Nv=ras•�° � 2 LA ��'��t' ,• t� fIN© O T 0 p 1 c�ls7 ` 1 a r��7' �� ° 117 e I e N I n MRp(� 1 � �af W IT ��JJ ( R /8' al.oa� �i i 1 r x 189.(0 r + -- i L j {� if kEyo�� � ,.e�,a�s�A U�// � � I• l 1 CD -V 1 ' oil _�x��. `_ � `� •.� (s.: � �� � � � - r zcxa f',£-v cts� C��ou� . x ar V I : b za n ICJ E ix 7 uG P i C # �1 ,,.H .zG CoR A !uG Q �f U r sgFxri� .rfi.r�a�'.r �: 4 U 0 _ 1 ! --- ,o� �' ,� •vim ..,�e�-s y\NIJ r�, r oI ( h/5'�/Y6l? / rh .37 E L Fr[Eirc1(R UP p / I 4-7 j. ob;--- f \� I �� �'dOC.. yG � ��: .E•Xl S 7f, 1 � � , � V = /G O�SE.O .Q�� �.�N//�� �LUIy lik f 1 / 7 \0 /4 C-L3" 0A1 X117s 7-eA��pCT OAVt .�=/93• ' f1'E FAO II'CC�s^S .t' 20l, 75 V, MCA-7- e z v ; s�aT G�e.9 dE ti ►�'� � � / D / -3$� � � v � / .a,/�a t L'•C �E.en7 == CA�o� Co,o ��,�'�"! k X �xr� . •� EXf syivG l \ � �� ,2oi,✓E Ex.STivPoGE /4'� I L9 GXjyE f _.. �/dc9,OaS�Q G Att C'fi' L.N� .VCE 717 O W'� \ h 1 cXiSTinG 1 /rot/c/' \ Od ti `� A. "All plantings crust be maintained and that portion of the public way abutting the parcel and e 1G/ ti '� ti e including the treebelt shall be maintained in a safe and attractive condition by the owner of the \ Kt v B. "Prior to commencing work activities, scdinientation/erosion control barriers shall be installed h , maintained and shall not be removed until all work is complete and vegetation is establi sited Agawam Engineering DiV, SEP 0 5 2003 1401 01a0,.,5'6r0 c.S`/TE /�AIV NOTES: "Prior to any installation of any sewer, water or drainage lines, the f contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 X275/8: No piping/appurtenances will be installed or G'�w.y� .9EssAE�vus'ETTs backfilled without the permission of the division". "The contractor/owner shall be responsible for testing any existing town gate valve where a new connection will be made. The contractor/owner will also be responsible for repairing or replacing such valve or installing a �o'� �r;AOY yG.} 3 �/ new valve at the property fine in order to allow pressure testing of the new ACIINX(I A�.9Wi9/c'l� � CLINIC ©ATE: SCALE: F J� l water main." ate �FCrI,"EaEO ,��� / / 7 Zo CHECKED, v �Sr t - Zy 03 . f PLAN NO. SHEET NO DoL . BEAN, INC. SURVEYORS 44 SCHOOL STREET —" W ESTFIELD, MASSACHUSETTS ENGINEERS EXHIBIT 10 STANDARD PRECAST CONCRETE PRECAST CONCRETE DRAIN MANHOLE CATCH BASIN WITH OIL SEPARATOR LIGHT POLE DETAIL ALwMiwuM MANHOLE STEP /%' FRAME AND Rb MAOVER To FRONT DCSIGN / BE LABELED'DRAIN' I/ �fS CAST iN WALE HYDRANT DETAIL-71 r `� N'T''' LAMP: $RICKS MAY 9E USED FOR GRADE ADJUSTMENTS � (:AMF1R1ilt I IlGf: L.k'. 1 I - F1411(I - i 11 _ r w FRAME To BE $ET IN FULL 8ED OF' MORTAR HYDRANT /t w WATT MH (OR F:()I I A I-) (7- 23 PROVt(3E V OPENING : � STAR ul JOINr5PLACE AAOUND ���OUTLET PIPE MIN. 0.12 SO. IN. STEEL PER VERTWAL ►iI%I TEL COWL r _�FDOT. PLACED ACCORDING ToW-•0,*' '�' AASKIO DESIGNATION M199 #3 BAR AROUND OPENINGS FOR PIPESDIAML-TER /WD OVER. t COVER CLW49 TCtJbSEAL. PIPE CONNECTIONS FLOOR OF %TRUCTURE TOHEADERS LAID FLAT 1() ! (1 L!:5' iAIN, � aQ p[TAt BR" CLAPS AND ►IOFTIAR OR CEMENT VALVE �fCONCRETE CLASS "A' (IF HAND MOPED =Cti/7 C.Y. PROVIDE 'V' OPEPIINU!4" SEE LATEST SPECIFIGripNS) r VALVE E WEN SIt aR 8" MfN. INVERTED ARCH WITHrY7ow JWT rPIPE OPENINGS 70 BE BRICKS LNb ON EDGEARt711T(I tr taftulT PRECAST IN RISER SECTION1tA11HWE: FOR DESCRIPTIONS. MATERIALS. AND CONSTRUCTION METHODS: SEE LATEST SPECIFICATIONS >Oft"LIN[IKYnFINrt TEE PIE F1Ni$}i NHERE WORKM V IS L.IMMED.ttc I CAADE �LIt D �_T_ aT RE'TAmm GLArOS TO OE V= HOLE \ {�I� I iI > _ I Ili 1 ,rr 21' (r OF PIPIE AK CPF" To r r. MAN R PRECAST CATCH BASIN - --NT,TYPEg f01KT DEYNLS BASE DETAILS BASE BASE 4' r_. I I _� � 1 I'• I I u�FY. 1 1' 1'. HAT' BALZ v STAXING> DETAIL T1!P I AL PAVEt�iEI�T STRt CTU Ta stlr ,n.... NO SCALE 1 I WOOD OR METAL STAKES BALES TO BUTT + DRIVEN THRU SALES INTO GROUND TOGETHERpop �y `LQ,✓ Bit Conc �oa �[rAMTo11 x+.�S[T � �f 2 Courses Bituminous Concrete 1" TYPE 1-1 Surface Course f I ~ I TYPE I - I Binder Course 111-am AIM r � ' f E:X15TING � IL BALE ENTRENCt= � / ��'7 "' GROUND �I 4" INTO GROUND � -' TWO STAKES " ' — _�,r w�.- .� v c o ' «-tw. ,�-w.. EACH BALE FLOW .� .. •✓ -7'�- � ��� -�^- h •• ��r, O� ` ' �--- ' 8" Bank Run Gravel - 3" Max Stones a ••` � , �I rw cw a ! I t I PROFILE a . &w °A,. Compacted �J�J f I x o ( � Sub Grade cv I- E } � r z V 4. Width � Grade as Shown on Plan PLAIN BITUMINOUS CAPE COD BERM RIP—RAP DISH DETAIL L2` TOP COURSE 7' & 10' (See Plan) BINDER COURSE", 12' OUTLET& SPILLWAY DETAIL r_a I r.a 4 ; 4- SECTION HEW pm�a1CK Vol I-`" 1 0DONEWN► E`D TOP Or ocnDmN WINN -._may 'Lop of Detention SPILLWAY DETAIL Top of Detention OF �M s- Map EL >, /8B•3 TOP OF SMUWAr Basin = /88.3 Basin = !�8'•3 �- EL - Lem••-env-iZ WIDc ooMrncrm sI1Far+�nE � x4PE 20 LB Sr sk f2' To o£ Rip-Rap SECr4k MEW L>~rt1t (code. ), p p p ,9-2,8 nAm � M R 20 LL 12'� WIDE INV = 185.00 �` 12' COMPACTED RIP-RAP L[4EL ! °� 2{3 LB. STONE, 12" DEEP TYP%C.7L. 1?� T�/L S' INV. - 184. 0 7 _ 1 211 I f ! 25' - - 12" PVC 4.ja 614 J/1Wi9/V! /�'�,9SS�i Ch'USc T T.S vnru�r" ;O+nJ � 12' EMOIC►+ �k 12. FINISH INV 1$4.8 ' `�H QF or �rta�w • i _ amp aD Of V GRADE �,� r, 1" "�- _ Syr OCEr I DIM w e• �1� ! } - `\ 'moo �ERor `y�1 r �'r' ,: -1 ,s"( _7 7/S4 UTfi' f4145-5 F/EGO ST, �T _ I 11 ENTRENCH COIMIIC7'CD Sill-C7TAPE SLIR!/tf' CUNIDt � END �1� u SLINK y� 1: iZr.AN �� 1 N4.29»39 I BURLAP .off cnnL o a~ � •�{ • ,, 1*�.; DATE: SCALE: �YQ LS�'.Iv GE �G 5 DEEPZOO.3 _ 7' & IO' 12' 12'T r' ev:��7v[y2y O3 CHECKED: {See Plan} Y __ 8� BURLAP RIP-RAP SEDIMENT TRAP PLAN NO, SHEET NO. i � LINER 20 LB STONE, 12 DEEP 2DZ 77 & 10' WIDE. D . L . BEAN, INC. _ SURVEYORS 40 SCHOOL STREET ENGINEERS WESTFIELD, MASSACHUSETTS Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Mp`1 Tel. 413-786-0400 Fax 413-786-9927 , 0 N --7 PLANNING BOARD c�a August 27,2003 Luigi Chiarella 371 South Westfield Street Feeding Hills, MA 01030 Dear Mr. Chiarella: At its duly called meeting held on August 26, 2003, the Agawam Planning Board voted to approve the Site PIan entitled "Proposed Site Plan for Storage Units,Agawam,Massachusetts, for: Luigi Chiarella...", prepared by D.L. Bean, Inc. and dated July 7, 2003, revised July 24, 2003. If you have any questions,please contact this office at 786-0400,extension 245. Sincerely, . asp Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD DBH:pre cc: Building Department Board of Appeals Engineering Town Clerk File 0 0 To wN OF A GA wAm �r w INTEROFFICE Q Mp' MEMORANDUM To: Planning Board; CC: File; John Stone, DPW Supt. From: Engineering Date: August 7,2003 Subject: Site Plan SP-413 - 371 South Westfield Street- Luigi Chiarella We have reviewed the site plan entitled"Proposed Site Plan For Storage Units Agawam, MA; Prepared for: Luigi Chiarella 371 South Westfield Street, Agawam,MA;Date: 7-07-03,Rev. 7-24-03; Scale 1"=30'.", and have the following comment: 1. The new proposed top of the detention basin is at an elevation of 188.3. We recommend changing the elevation of the new top of berm, as needed, in the typical details sheet to 188.3. If you have any questions,please do not hesitate to contact us. Sincerely, Sincerely, Michael C. Chase, E.I.T. Adam S. Chase,E.I.T. Civil Engineer II Civil Engineer I HAENG 1NEEM spW 13%07.wp d 0 C TOWN OFAGA WAM INTEROFFICE 40 MA 1 MEMORANDUM To: Planning Board; Board of Appeals CC: File; John Stone, DPW Supt. From: Engineering Date: July 24, 2003 Subject: Site Plan SP-413 - 371 South Westfield Street - Luigi Chiarella We have reviewed the site plan entitled"Plan For Proposed Zone Change Agawam, MA; Prepared for: Luigi Chiarella 371 South Westfield Street, Agawam, MA; Date: 7-07-03; Scale 1"=30'. and have the following comments: 1. According to our storm drainage calculations, during'a proposed 100 year storm,the peak water elevation in the detention pond is 187.3, the proposed top of the detention basin is at an elevation of 187.5. This does not meet the required one foot freeboard within the detention basin. The top of berm should be a minimum of 188.3. 2. Please show any existing water lines with pipe sizes on the proposed site plan. 3. Please add the following notes to plans: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division." "The contractor/owner shall be responsible for testing any existing Town gate valve where a new connection will be made. The contractor/owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing of the new water main," If you have any questions,please do not hesitate to contact us. { fi ay.4nti �1 il� 3. Sincerely, Sincerely, 6L11:1 ames T. Daley,P,Bv LL Adam S. Chase,E.I.T. Town Engineer Civil Engineer I HA NOWMR�sp1AI3106.wpd Town of Agawam h, 36 Main Street Agawam,Massachusetts 01001-1837 D MP 1 Tel. 413-786-0400 Fax 413-786-9927 PLANNING BOARD July 22, 2003 Luigi Chiarella 371 South Westfield Street G p Feeding Hills, MA 01030 Dear Mr. Chiarella: At its meeting held on July 17, 2003, the Planning Board voted to table action on your Site Plan until the Conservation Commission has acted on it. If you have any questions, please contact this office at 786-0400,extension 283. Sincerely, Travis Ward, Acting Chairman AGAWAM PLANNING BOARD TW:pre cc: Board of Appeals Town Clerk File MEMO To: Planning Board From: Sergeant Donald Gallerani Subject: Site Plan- Luigi's Auto Body- South Westfield Street Date: July 18, 2003 The site plan of Luigi's Auto Body which proposes to construct private storage units will have no impact on pedestrian or traffic safety. Town of Agawam � 36 Main Street Agawam, Massachusetts 01001-1837 �MA Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Fire pt., PoIice Dept. FROM: PIanning Board DATE: July 9, 2003 SUBJECT: Site Plan - Luigi Chiarella- 371 South Westfield Street Please review and comment on the attached Site flan for Luigi Chiarella at 371 South Westfield Street prior to the Board's July 17`h meeting. Thank you. DSD:pre APAWAM FIRE DEPARTMENT APPROVA .' DATE•�, a 7 1 , SIGN, c* - AGAWAM OFFICE OF PLANNING &COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: July 11, 2003 DATE RECEIVED: July 8, 2003 DISTRIBUTION DATE: July 9, 2003 PLANNING BOARD MEETING DATE: July 17, 2003 APPLICANT INFORMATION 1. Name of Business: Luigi's Auto Body Address: 371 South Westfield Street, Agawam, MA 01001 2. Owner: Luigi Chiarella Address: 371 South Westfield Street, Agawam, MA 01001 Telephone: 786-4957 Fax: 3. Engineer: D. L. Bean, Inc. Address: 40 School Street, Westfield, MA 01085 Telephone: 562-7566 Fax: PLAN REVIEW Scale: 1" = 30' Date: July 7, 2003 Title Block (Street Address, Applicant's Name, Address, Scale, blame of Preparer of Plan): O.K. Description of Project: Proposed construction of 5 self storage structures containing 174 units. The Planning Board had previously approved the construction of 5 structures containing 65 units on January 2, 2003. Site Plan Review Page 2 Description of Site: Site is presently in lawn, but due to its proximity to a wetland at the rear of the property, will necessitate the filing of a Notice of Intent with the Agawam Conservation Commission. Provision for Traffic Flow: Unchanged. Parking: Not shown Drainage: Must be approved by the Agawam DPW. Public UtiIitiess: See Engineering comments. Landscaping/Screening and Buffers: O.K. Sign Location: O.K. Exterior Lighting: See original approval regarding lighting. Rendering or Elevations: O.K. Dumpster Location: If there is to be a dumpster, it is to be screened and gated. Other Comments or Concerns: Town of Agawam elka, h 36 Main Street Agawam, Massachusetts 01001-1837 a era Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Fire Dept., Police Dept. FROM: Planning Board DATE: July 9, 2003 SUBJECT: Site Plan -Luigi Chiarella- 371 South Westfield Street Please review and comment on the attached Site Plan for Luigi Chiarella at 371 South Westfield Street prior to the Board's July 17'meeting. Thank you. DSD:pre TOWN OFAGAWA* 36 .MAIN STREET .AGAWAM, MA 01001 M BOARD OF APPEALS MEMO DATE: July 8, 2003 TO: Planning Board FROM: Board of Appeals RE: Site Plans for: 371 South Westfield Street Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date,we will assume that you have no objections. «. ro, as �a STANDARD PRECAST CONCRETE PRECAST CONCRETE DRAIN MANHOLE CATCH BASIN WITH OIL SEPARATOR LIGHT POLE DETAIL STANDARD MANHOLE H15 ALUMINUM MANHOLE STEP //" FRAME AND COVER - - DROP FRONT DESIGN / TO BE LABELED 'BRAIN- . CAST IN WALL HYDRANT DETAIL N.T.S. - - BRICKS MAY BE USED FOR GRADE ADJUSTMENTS - - CAMBR I DGE GL. €€ - M400 - IV24* _ �.� FRAME TO BE SET IN FULL BED OF MORTAR 451M YDRANT 400 WA, 1" M}I (oR ZOUAL SPEC AR PROVIDE V OPENING \ �— MORTAR ALL JaNTs PIS ACCHCRM ROUND VALVE k \r w ROX P"M TO rpm OUTLET PIPE s R MIN. 0.12 SO. IN. STEEL PER VERTICAL PAVINQ XK OCW_FOOT, PLACED ACCORDING TO COLLAR OETAL7"r-'O'''-°W'�'p' AASHTO DESIGNATION W199I - #3 BAR AROUND OPENINGS FOR PIPES 18- DIAMETER AND O+IER, t COVER - r arr FLOOR OF STRUCTURE 76 1()' POLE w SEAL PIPE CONNECTIONS BE HEMERS LAID FLAT T PAVVAXT Q! HEIGHT 5" MIN. t�i I Q OVAL ;A t BRICK CHIPS AND MORTAR OR CEMENT i Y�� . N CONCRETE CLASS -A' (IF WAND MDRED LA WK T �Yt PROVIDE Y•OPENINCS SEE LATEST SPECIFICATIONS) TyTON JOINT . MNERTED ARCH WITH AM7ARp MR7RNiT e" MIN. �r PR�CX'r%&sLunm BRICKS LAFD ON EDGE DRAIN NOTE: FOR DESCRIP'T10N5, MATERIALS, AND CONSTRUCTION METHODS; SEE LATEST SPECIFICATIONS hQT� �r/r• �M.L tor QTnELDLOK II � ---r� r QASWT III I, -^ '- - , ITt4RAlfT TREE PE DJ. NM�PLE I I ilI I I r GRADE '!!L ,qjr rL E — � AND A WORKM TACJ TS L7M1TEH. III I I AND APPROVED eY Dr.x- M.l SHOE F IREMAWD CPI PRPE k*M MT11 NETAREIR «ANDS TO LSD HE71E m"vT II 111 Ii 21• ,r OF Pft AN aRcr�ct a�cr � I PRECAST CATCH BASIN - (;(xvC;w.i1�. TYPE C 15ASE I1,t.S. JOINT DETAILS BASE DETAILS Tf .C.. CATCH BA51N TQP SHOWN 4" 4 a r -A L . .. J I I - - - - �1,- - -.- — J I %ATC1-I_ A IN B P12N �' r- , Halt BALE sT11]CIi�ia Das�►iL � TYPI PAVEMENT TR NO SCALE HARDWOOD OR METAL STAKES • SALES TO BUTT 1I1� DRIVEN THRU BALES INTO GROUND TOGETIiER [� � +'I Bit Conc +� ` "�' ' 1 +€ Fear✓ Berm 2 Courses Bituminous Concrete "_�rl '.�' "" +€ �+ � 1" TYPE I-1 Surface Course roll oI�xlvw�tvll xI -Ago% _ _ I r soAIl � f� , r BALE EN'iRENCHED / I}" TYPE IBinder Course �! ExI57ING I+ ,� I ] I r GROUND �I 4" INTO GROUND TWO STAxEs o y o� _ EACH BALE - 1 FLOW + � � � A� "' a �Q� $" Bank Ruwo n Gravel - 3" Max Stones �Tf �s.r �� 11 f— ; PROFILE `. ► r.e a r r� �. < ,rc a r I w f I \\ �\�1 Compacted I _ U I I Sub Grade I � Ir-a SECTION B-B sEcnoN A-,► ,•- � , J Width & Grade as Shown on Plan PLAN l/ BITUMINOUS CAPE COD BERM RIP-RAP DISH DETAIL Iz- N,T.S. TOP COURSE 6- 7' & 10' k a ;� Ay:. flee Plan RINBER fBURI€- _ �'.,a a; F•� F.a OUTLET& SPILLWAY DETAIL SECTION VIEW N.T.s J ; I a I PAIRAP0 TOP OF DlnxnON SAStr+t�- Top of Detpntioa SPILLWAY DETAIL Top of Detention OF WJ ems' _ a EL /88-3 TOP of SPLLWAY Basin = �88.3 Basin is .. EL WTZE Cb11PArMTED SU�CRADE 20 LB STONE t2' Df$P x1 SLOPE L�+Eie (�r.CMI Top of Rip-Rap =/f-7,8 SECTM YKW RIP-IMP FLAMM END MIN. 20 L.S. /Z WIDE Sri- 126 �_COMPACTED RIP-RAP INV = 185.00 DEEP „ C/9►� _ 77— ► f•r~ INV, = 184. S'r� 20 LB. STONE, 12 DEEP12" 25' - - 12" Pve- CZ a- gym /%J:�z /��9ss,9C'h'C/Sc"TTs. € I IrIm L m LI t _ FINISH INV = 184.B7' �i OF OF tM MCH ENo� = WOE- 12' EMIRE)KH �END OF { 12 GRADE �`1 �.,J" C U/G/ �/f'i 676: f/ '.3'7/ S0-vim,'CEFT = °� BURLAP 6- } l l f - - :�� LEROYcSA1CG <s'DEEP I l I I1211 .� RICHARD ^1 (X &m. 4 . ENTRENCH v CLINK BEAN AGfIL.[J�9/vf� �i9 O corRrrc�m sua-auoE w�RCAp ,� f END OF No.r9�3g s$, # 02E�C DATE: SCALE: ,r- 9�, \ BURLAP .09 crvlt , _ f T�� �� � � b" DEEP oaf C1 CHECKED: 8 12 BURLAP RIP--RAP SEDIMENT TRAP PLAN NO. SHEET NO. (See tPlan) LINER 20 LB STONE, 12" DEEP Z, PRO VEW & 10' WIDE. D . L . BEAN, IN . SURVEYQRS & C 40 SCHOOL STREE ENGINEERS WESTFIELD, MASSACHUSETTS D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 ENGINEERS July 8,2003 Dennis Hopkins, Chairman Agawam Planning Board Agawam,MA 01001 RE: Proposed Site Plan- 371 South Westfield Street Owner: Luigi Chiarella Dear Board Members: On behalf of our client, Luigi Chiarella,we are submitting a Site Plan application to allow for the development of private storage units for rental purposes on the above referenced site. Enclosed are the following items. 1. Form "D" -Application for Site Plan Approval 2. Facade Drawing of Proposed Storage Buildings. 3. Storm Drainage Analysis&Detention Design. 4. Storm Drain Permit Application. 5. Proposed Site Plan - 10 copies (2 sheets) We are filing a Special Permit Application with the Board of Appeals and a Request for Determination with the Conservation Commission. We wW be pleased to meet with the Board at your earliest convenience. Thank you. Sincerely, D. L. Bean, c L b David L. Bean, Inc. �gL , cc: Luigi Chiarella,owner :AA � DLBfssc AGANAK PLANNING BOARD FORM D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: July 8, 2003 Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Luigi's Auto Bodv Address 371 South Westfield Street - Agawam, MA 2. Name of Applicant/Owner Luigi Chiarella Address 371 South Westfield Street - Agawam,- MA 01030 Telephone 786-4975 3. Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street - Westfield. 14A 01085 Telephone (413) 562-7566 4. Please give a brief description of the proposed project: The petitioner proposes to construct private storage units for rental. Rev. 2/1 /94 4 �. <��\{�` � \ . . , � � . � .- m Q � � . - . B w\�� ��\\ . B . � `\ � � �! - � \ - - / : \%� � �« « ¥ �����J ƒ _ �:����� . � . ����/��. � 11{ r� V F-i cn W � - 1 C3 .. C3 H P4 I 1 k t •i f��vr t I STORM DRAINAGE ANALYSIS & DETENTION DESIGN 371 South Westfield Street Agawam, Massachusetts for Luigi Chiarella by D.L. Bean, Inc. Westfield,Mass. July, 2003 CUM JAI liaxo CWL SOEL LOCATION MAP 38 Wa Meg {Joins shoot 321 MteB Wn8 WnE Av 4 ••''.ir` 'C. rf M A e? GRAY .� `� �.a. errES It ,1 at MeA �'++ MeA LI AmB 'Bove fes Agawam ` Jos orb Se .. ,k 7 Ng Sc s i� MeA . 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User: DLB Date: 07-02-2003 >unty HAMPDEN State: MA Checked: Date : ibtitle: EXISTING CONDITIONS TO WETLAND ibarea : 3. 12 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------ JLLY DEVELOPED URBAN AREAS (Veg Estab. ) ?en space ( Lawns,parks etc. ) Good condition; grass cover > 75% - 1 . 91 ( 61 ) 0 . 23( 74) 0 . 21( 80 ) npervious Areas Paved parking lots , roofs, driveways - 0 . 16( 98 ) 0. 10( 98 ) - Streets and roads Gravel (w/ right-of-way) - 0 . 21(85 ) 0 . 21(89 ) IHER AGRICULTURAL LANDS oods - grass combination fair - 0 . 04( 65 ) - 0 . 05(82 ) :)tal Area (by Hydrologic Soil Group) 2. 32 . 54 .26 ------------------------------------------------------------------------------ UBAREA: 3 . 12 TOTAL DRAINAGE AREA: 3 .12 Acres WEIGHTED CURVE NUMBER: 70* ------------------------------------------------------------------------------ Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2 .10 ~oject : LUIGI - SO. WSFLD. ST. , AGA. User : DLB Date: 07-02-2003 Runty : HAMPDEN State : MA Checked: Date : ibtitle : EXISTING CONDITIONS TO WETLAND ------------------------------------------------------------------------------ low Type 2 year Length Slope Surface n Area Wp Velocity Time rain ( ft) ( ft/ft) code ( sglft ) ( ft) ( ft/sec) (hr) ------------------------------------------------------------------------------ 'feet 3 45 0 . 067 F 0 . 080 -allow Concent 'd 430 0 . 058 Ct 0 . 031 hallow Concent' d 85 0 . 035 P 0 . 006 Time of Concentration = 0 . 12* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res . ) G Grass, Burmuda --- Surface Codes ---- C Cultivated < 20 % Res . H Woods , Light P Paved D Cultivated > 20 % Res. I Woods , Dense U Unpaved E Grass-Range , Short J Range, Natural Generated for use by GRAPHIC method GRAPHICAL, PEAK DISCHARGE METHOD Version 2. 10 roject LUIGI - SO. WSFLD. ST. , AGA. User: DLB Date: 07-02-2003 Runty HAMPDEN State: MA Checked: Date: abtitle: EXISTING CONDITIONS TO WETLAND Data: Drainage Area 3 . 12 * Acres Runoff Curve Number 70 * Time of Concentration: 0 . 12 * Hours Rainfall Type I III Pond and Swamp Area NONE Storm Number _ f- 1_ 2_ F -__31 4 _ ` 5 3 6, ; 7 ; -------------- ---- I 1 -----^ 1 1 Frequency (yrs ) ; 1 ; 2 5 10 ; 25 ; 50 ; 100 I I I 1 I t ! r I I I I I E 1 1 24-Hr Rainfall ( in) ; 2. 5 ; 3 ; 4 ; 4 . 6 ; 5. 3 ; 6 ; 6 . 5 I F F F I F 1 f I i i 1 It I 1 I Ia/P Ratio ; 0. 34 ; 0.29 ; 0 . 21 ; 0 . 19 ; 0. 16 ; 0. 14 ; 0.13 ; 1 I E t 1 f f I } f 1 1 I ! 1 f Runoff ( in) 0. 46 ; 0 . 71 1 . 33 ; 1 . 74 ; 2 . 26 ; 2 . 81 ; 3 . 21 ; I I F I I I I ! t I I I } I 1 k Unit Peak Discharge 10 . 816 : 0 . 898 : 0 . 937 10. 952 : 0 . 965 10 . 976 : 0 . 982 (cfs/acre/in) f I I I 1 f I E I I I I 1 1 l I Pond and Swamp Factor ; 1 . 00 ; 1 . 00 ; 1 : 00 ; 1 . 00 ; 1 . 00 ; 1 . 00 ; 1 . 00 ; 0 .0% Ponds Used ; 11 ; ., 1 I 1 I I -- 1 _ I ------ Peak Discharge (cfs ) ; 1 ; 2 ; 4 ; 5 ; 7 ; 9 ; 10 ; - Value( s ) provided from TR-55 system routines PROPOSED RUN-OFF r r Z a1 � • d 7 vi ,�'�b' ` 0 4 y l . '�, �- y\ / T. ? " � � y wrr�Yo ls+u . r al * ro jai 4 _ ` Q ,A2 ` P a — b 5o AR V yNo 1or i!j \ ,f� Q � ' •7,a r� - v �' •Aa 'N' o lop� � x ' ':� t \� � � •� `ate k !� � .� rt .• 4 \S J �, Z 4 x '4 L /gip 4 co 74 CL —.r 7 �a 'fi \ RUNOFF CURVE NUMBER COMPUTATION Version 2 . 10 =oject LUIGI - SO. WSFLD. ST . , AGA. User: DLB Date: 07-02-2003 Runty HAMPDEN State : MA Checked: Date: ibtitle : PROPOSED CONDITIONS TO WETLAND ibarea : 3 .12 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------ JLLY DEVELOPED URBAN AREAS (Veg Estab. ) oen space (Lawns,parks etc. ) Good condition; grass cover > 75% - 0 . 52( 61 ) 0 . 18( 74 ) - upervious Areas Paved parking lots , roofs , driveways - 1 . 48( 98 ) 0. 31(98 ) 0 . 03(98 ) Streets and roads Gravel (w/ right-of-way) - 0 . 16(85 ) 0 . 05(89 ) - THER AGRICULTURAL LANDS eadow -coat. grass (non grazed) ---- - 0 . 16( 58 ) - 0 . 23( 78 ) otal Area (by Hydrologic Soil Group) 2 . 32 . 54 . 26 ------------------------------------------------------------------------------ UBAREA: 3 . 12 TOTAL DRAINAGE AREA: 3 . 12 Acres WEIGHTED CURVE NUMBER: 86* ------------------------------------------------------------------------------ Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2 . 10 roject : LUIGI - SO. WSFLD. ST. , AGA. User: DLB Date : 07-02-2003 aunty : HAMPDEN State : MA Checked: Date : ubtitle: PROPOSED CONDITIONS TO WETLAND ------------------------------------------------------------------------------ low Type 2 year Length Slope Surface n Area Wp Velocity Time rain ( ft ) ( ft/ft ) code (sq/ft) ( ft) ( ft/sec ) (hr ) beet 3 45 0. 067 F 0. 080 hallow Concent 'd 100 0 . 070 U 0 . 007 hallow Concent 'd 95 0 . 031 P 0 . 007 pen Channel 303 5 0 . 017 Time of Concentration = 0 . 11* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res . ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range , Short J Range, Natural Generated for use by GRAPHIC method GRAPHICAL, PEAK DISCHARGE METHOD Version 2 . 10 oject : LUIGI - S0. WSPLD, ST. , AGA. User : DLE Date : 07-02-2003 ,unty : HAMPDEN State : MA Checked: Date: btitle : PROPOSED CONDITIONS TO WETLAND Data: Drainage Area 3 . 12 * Acres Runoff Curve Number 86 * Time of Concentration: 0 . 11 * Hours Rainfall Type III Pond and Swamp Area NONE Storm Number ; 1 ; 2 ; 3 ; 4 ; 5 ; 6 ; 7 --------------------- ' ------ ' ------ ' ------ ' _-_--- ' --�___°I ------1 _ 1 1 I I I 1 I I ---- I Frequency (yrs ) ; 1 ; 2 ; 5 ; 10 ; 25 ; 50 ; 100 ; I I r I I I I I 1 I Y I I I f 1 24-Hr Rainfall ( in) ; 2 . 5 ; 3 ; 4 ; 4. 6 ; 5. 3 ; 6 ; 6 . 5 ; I F 1 f 1 1 1 1 Y Y I f I I ( 1 Ia/P Ratio ; 0 . 13 ; 0 . 11 ; 0. 08 ; 0 . 07 ; 0. 06 ; 0 . 05 ; 0 . 05 r I Y I 1 1 I I I 1 I 1 I I I 1 Used ; 0. 13 0 . 11 ; 0. 10 0. 10 0. 10 ; 0 .10 ; 0.10 ; I I I I I I I I r 1 I f I I 1 1 Runoff (in) ; 1. 24 ; 1 . 66 ; 2 . 55 ; 3 . 10 ; 3. 75 4 . 41 ; 4. 89 I 1 1 f I 1 1 1 r I I I Y I 1 1 Emit Peak Discharge ;1 . 000 : 1. 012 11 . 016 : 1 . 016 : 1 . 016 11 . 016 : 1 . 016 (cfs/acre/in) I 1 I 1 1 I 1 I 1 1 I I I I I I I l 1 1 I I I 1 Pond and Swamp Factor ; 1 . 00 t 1 . 00 ; 1 . 00 ; 1 . 00 ; 1 . 00 ; 1 . 00 ; 1 . 00 0 . 0% Ponds Used i 11 i 11 1 ! '------ ' ------ '------ ' ------' ------ ' Peak Discharge (cfs ) ; 4 ; 5 ; 8 ; 10 ; 12 ; 14 ; 15 - Value(s ) provided from TR-55 system routines DETENTION BASIN DESIGN STORAGE VOLUME FOR DETENTION BASINS Version 2. 10 -oject : LUIGI - SO. WSFLD. ST. , AGA. User: DLB Date : 07-02-2003 aunty : HAMPDEN State : MA Checked: Date: ibtitle : PROPOSED CONDITIONS TO WETLAND Drainage Area: 3 . 12 Acres Rainfall Frequency:. 100 years Rainfall-Type : III Runoff : 4 . 9 inches Peak Inflow: 15 .49 cfs Peak Outflow: 9 .83 cfs Detention Basin Storage Volume : 1 . 12 inches or 0 . 3 acre feet REQUIRED STORAGE VOLUME = 1.12„ (3.12)(43,560)= 12,685 CF 12 PROPOSED DETENTION BASIN VOLUME E1ey. S.F. Am X him _ C•F. 185 3,708 4,585 1 = 4,585 186 5,463 6,570 1 = 6,570 187 7,677 7,894 .3 187.3 8,112 TOTAL BASIN CAPACITY TO ELEVATION 187.31 = 13,523 C.F. OF LAW AX,HANO S GUNKCrA w 11o.29i3� L BASIN OUTLET CONTROLS TLET PIPE CAPACITIES AT VARIOUS DEPTHS OF PONDING ;SIGN PARAMETERS: 07/0712003 ibankment Elevation: 187.50 xximum Water Elevation: 185. 50 filet Elevation: 185. 00 xtlet Elevation: 184 .88 iilwater Depth: 0. 00 Lope in Percent: 0. 5 angth of Pipe: 25 .0 Lameter of Pipe ( in) . : 12.0 rpe of Pipe: PVC inning ' s n: 0.012 Sad Loss Coefficient : 0.0 Low Type: Manning' s Equation (Open Channel Flow) kLCULATION OUTPUTS ischarge ( cfs) : 1.3583 3pth of Flow: 0. 5 Blocity ( fps) : 3 . 4589 &SIGN PARAMETERS: 07/07/2003 nbankment Elevation: 187 . 50 xximum Water Elevation: 186.00 alet Elevation: 185 . 00 itlet Elevation: 184.88 ailwater Depth: 0.00 lope in Percent: 0. 5 angth of Pipe: 25 . 0 iameter of Pipe ( in) . : 12 .0 YPe of Pipe: PVC inning' s n: 0 . 012 aad Loss Coefficient: 0.0 low Type: Manning's Equation (Open Channel Plow) 4LCULATION OUTPUTS Lscharge (cfs ) : 2 . 9237 apth of Flow: 1 . 0 alocity (fps ) : 3.816 ITLET PIPE CAPACITIES ( Can' t . ) 9SIGN PARAMETERS: 07/07/2003 nbankment Elevation: 187 . 50 iximum Water Elevation: 186 . 56 filet Elevation: 185. 00 ltlet Elevation: 184.88 ailwater Depth: 0. 00 Lope in Percent : 0. 5 angth of Pipe : 25 . 0 iameter of Pipe ( in) . : 12. 0 ype of Pipe: PVC inning' s n: 0 .012 gad Loss Coefficient : 0. 0 how Type: Orifice Control kLCULATION OUTPUTS ischarge (cfs) : 3.8935 epth of Plow: 1 . 56 �locity ( fps ) : 4. 9573 "SIGN PARAMETERS: 07/07/2003 mbankment Elevation: 187 . 50 aximum Water Elevation: 187 .00 nlet Elevation: 185. 00 utlet Elevation: 184 . 88 ailwater Depth: 0 . 00 lope in Percent : 0. 5 ength of Pipe : 25 . 0 iameter of Pipe (in) . : 12 .0 ype of Pipe: PVC anning' s n: 0 . 012 ead Loss Coefficient : 0 . 0 low Type: Orifice Control ALCULATION OUTPUTS ischarge ( cfs ) : 4 . 6316 epth of Plow: 2 . 0 elocity (fps ) : 5 .8971 'ILLWAY CAPACITIES AT VARIOUS DEPTHS OF FLOW cannel Type: Rectangular 07/07/2003 mansions: Base Dimension: 12.00 3tted Perimeter: 12 . 60 -ea of Wetted Cross Section: 3 . 60 Lscharge: 4. 73 cfs 3pth of Flow: 0 .30 feet alocity: 1 . 32 fps cannel Lining: Gravel Rip-Rap Sides reeboard: 0. 20 feet cannel Type : Rectangular 07/07/2003 Lmensions : Base Dimension: 12 .00 stted Perimeter: 12.40 rea of Wetted Cross Section: 2. 40 ischarge: 2. 43 cfs apth of Flow: 0 . 20 feet alocity: 1.01 fps reeboard: 0.20 feet lannel Type: Rectangular 07/07/2003 xmensions: Base Dimension: 12.00 etted Perimeter: 12 . 20 rea of Wetted Cross Section: 1 . 20 ischarge: 0 . 78 cfs apth of Flow: 0. 10 feet alocity: 0.65 fps reeboard: 0 . 20 feet TLET PIPE AND SPILLWAY CAPACITY TO CONTROL THE EXISTING 100 YEAR STORM SIGN PARAMETERS: 07/07/2003 bankment Elevation: 187 . ximum Water Elevation: 1t7 let Elevation: 185 . 00 tlet Elevation: 184 .88 ilwater Depth: 0 .00 ope in Percent; 0. 5 ngth of Pipe : 25 . 0 ameter of Pipe ( in) . : 12 . 0 pe of Pipe: PVC inning ' s n: 0 . 012 ad Loss Coefficient : 0 . 0 .ow Type: Orifice Control LLCULATION OUTPUTS Lscharge ( cfs ) : 5. 0736 3pth of Flaw: 2.3 .locity ( fps) : 6 .46 cannel Type: Rectangular 07/67/2003 Lmensions : Base Dimension: 12 . 00 �tted Perimeter: 12. 60 lea of Wetted Cross Section: 3 . 60 Lscharge : . 73 fs ,pth of Flow: 0 . 30 feet ,/ �locity: 1 . 32 fps cannel Lining : Gravel Rip-Rap Sides -eeboard: 0 . 20 feet STAGE- DISCHARGE GRAPH LUIGI'S - SOUTH WESTFIELD ST. AGAWAM, MA. 100 YEAR STORM 188 18E 187 187 186 18E 185 185 0 1 2 3 4 5 6 FLOW (CFS) STORM PIPE CAPACITIES ORM SYSTEM PIPE CAPACITIES - C.S. RIM = 205 . 3 SIGN PARAMETERS: 07/07/2003 nhankment Elevation: 205. 30 iximum Water Elevation: 202 . 30 filet Elevation: 201 . 30 itlet Elevation: 201 . 08 tilwater Depth: 0. 00 Lope in Percent: 1 . 0 mgth of Pipe: 22 . 0 Lameter of Pipe ( in) . : 12 . 0 tpe of Pipe: PVC inning ' s n: 0 . 012 )ad Loss Coefficient : 0 . 0 �ow Type: Manning' s Equation (open Channel Flow) kLCULATION OUTPUTS ischarge (cfs ) : 4. 1347 �pth of Flow: 1 . 0 alocity ( fps ) : 5 . 3966 B. RIM = 205.1 SIGN PARAMETERS: 07/07/2003 nbankment Elevation: 205 .10 iximum Water Elevation: 202 . 08 alet Elevation: 201 . 0E itlet Elevation: 198 . 00 ailwater Depth: 0 . 00 Lope in Percent: 2 . 63 ?ngth of Pipe: 117 . 0 Lameter of Pipe ( in) . : 12 .0 rpe of Pipe: PVC inning ' s n: 0 . 012 aad Loss Coefficient : 0. 0 Low Type : Manning' s Equation (Open Channel Flow) 4LCULATION OUTPUTS Lscharge (cfs) : 6 . 7053 spth of Flow: 1 . 0 �locity ( fps ) : 8. 7519 M. H . RIM = 202 . 0 SIGN PARAMETERS: 07/07/2003 ibankment Elevation: 202 .00 ximum Water Elevation: 199 . 00 filet Elevation: 198. 00 ttlet Elevation: 190 . 99 3ilwater Depth: 0. 00 ope in Percent: 4 . 64 mgth of Pipe : 151 . 0 ameter of Pipe ( in) . : 12. 0 rpe of Pipe: PVC inning' s n: 0 . 012 ?ad Loss Coefficient : 0 . 0 ow Type : Manning' s Equation (Open Channel Flow) kLCULATION OUTPUTS Lscharge (cfs) : 8. 9064 Spth of Flow: 1 .0 3locity (fps ) : 11 . 6247 .B. RIM = 193 . 6 9SIGN PARAMETERS: 07/07/2003 nbankment Elevation: 193 . 60 3ximum Water Elevation: 190 . 60 llet Elevation: 189 . 60 itlet Elevation: 189 . 10 3ilwater Depth: 0 . 00 Lope in Percent : 0 . 5 �ngth of Pipe: 100 . 0 Lameter of Pipe ( in ) . : 12 . 0 ape of Pipe : PVC inning' s n: 0 . 012 Bad Loss Coefficient : 0 . 0 Low Type: Manning' s Equation (Open Channel Flow) 4LCULATI0N OUTPUTS Lscharge (cfs ) : 2 . 9237 epth of Flow: 1 .0 3locity (fps ) : 3 .816 B. RIM = 195 .0 INV. = 189 . 1 SIGN PARAMETERS: 07/07/2003 bankment Elevation: 195 . 00 ximum Water Elevation: 190 . 35 let Elevation: 189 . 10 tlet Elevation: 188. 73 ilwater Depth: 0 . 00 ope in Percent: 0 . 5 ngth of Pipe: 74 . 0 ameter of Pipe ( in ) . : 15 . 0 pe of Pipe : PVC nning' s n: 0 . 012 ad Loss Coefficient: 0 . 0 ow Type : Manning ' s Equation (Open Channel blow) ►LCULATION OUTPUTS scharge (cfs ) : 5 . 3049 kpth of Flow: 1 . 25 locity (fps ) : 4.4314 B. RIM = 195 .0 INV. = 185 . 5 ;SIGN PARAMETERS: 07/07/2003 abankment Elevation: 195 , 00 tximum Water Elevation: 186 . 75 filet Elevation: 185 . 50 ztlet Elevation: 185.01 tilwater Depth: 0.00 .ape in Percent: 1 . 5 mgth of Pipe: 33 . 0 .ameter of Pipe ( in) . : 15 .0 rpe of Pipe: PVC inning ' s n: 0 . 012 tad Loss Coefficient: 0 . 0 _ow Type : Manning' s Equation Open Channel Flow) �LCULATION OUTPUTS .scharge (cfs ) : 9 . 1884 �pth of Flow: 1 . 25 alocity (fps ) : 7 . 6754 STORM DRAIN PERMIT APPLICATION To the Town of Agawam,Department of Public Works- The undersigned being the Owner of the property located (eg.Owner,Lessee.Tenant,Intended Purchaser,etc.) at 371 South Westfield Street, Agawam, MA does hereby request a permit to increase impervious cover on his property and to dr,Ain, into a proposed detention basin that will release storm water . towards a wetland locatgd on his VrQperky,_ 1. A plan of the property showing accurately all storm drains,water courses,channels or detention facilities now existing is attached hereunto as Exhibit"A". (Submit in Duplicate) See Site Plait 2. Plans and specifications covering any work proposed,includin%soil erosion and sedimentation control,to be performed under this permit is attached hereunto as Exhibit B (Submit in Duplicate) See Conservation Plan 3. Calculations deternnining existing and proposed storm water runof capacity of existingfacilities impacted by the planned work acid the design of detention facilities are attached herewto as Exhibit"C", (Submit in Duplicate) See Drainage Calculations dated: July, 2003, 4. The name and address of the engineer or firm who prepared the calculation,design platy and specifications covered by this permit is: D.L. Bean, Inc. _ Westfield, MA 5. The name and address of the person or firm who will perform the work covered by this permit is: Not. Icn=L,at this time _ IN!CONS1DERAnON OF THE GRANTING OF THIS PERMIT THE LINt7EitS[GNED AGREES: I. To furnish any additional information relatingg to the installation of use of the storm drain for which this permit is sought as may be requested by the Superimeruient. 2. To Accept and abide by all the provisions of Section 175-1 through 175-59 inclusive of the Ordinances of the Town of Agawam and or all other pertinent ordinance or rt gu ations that may be adopted in the fittitre. 3. To operate and maintain any storm drain and detention facilities,as may be required as a coMtion of the stone drainage permit in an efficient manner at all tithes,and at no expense to the Town. 4. To cooperate at all times with the Superintendent of Public Works and his representatives in their inspection of storm drains,and any maintenance thereof. 5. To notify the Superintendent ofPubiic Works immediately in the event of any accident negligemr,or other occurrence that occasions discharge to the storm drain of any wastes or process waters not covered by this permit or allowed by Section 175 of the Ordinance of the Town of Agawam. 6. To indemni fy the Town from loss or damage that may directly or indirectly be occasioned by the installation of the storm drain and related facility or connection. APPLICANT:Er ,�f���„ , DATE: July 7, 2003 ADDRESS: Luigi Chiarel-la 1 South We tfield St. , Agawam, MA CONDITIONS OF PERMIT: APPLICATION APPROVED AND PERMIT GRANTED PERMIT NO. DATE: SitNIED: . SUPERINTENDENT D. L. BEAN, INC. Land Consultants 12779M @[ ° a IGMDV4Tll Forty Schoo! Street WESTFIELD, MASSACHUSETTS 01085 DATE Xe No. (413) 562-7566 Au&msg 6. 2003 FAX (413) 562-2091 "'rENT1ON Adam e TO RE: Agawam Engineering Department Luigi Chiarella 36 Main Street Agawam, MA 01001 WE ARE SENDING YOU fN Attached ❑ Under separate cover via the following items: G Shop drawings IN Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ® Rev.det. has. volume COMS DATE NO. DESCRIPTION 1 7M-*03 1 Revised Site Plan - 371 South Westfield Street 1 8E84-' THESE ARE TRANSMITTED as checked below: ® For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted El Submit copies for distribution ❑ As requested 7 Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Adam: We received your comments dated 7-,24-03, and believe tihat thP:y are - addressed with the changes/additions to the plan enclosed herein. If there are other concerns, please let us know. Thank you. AU6 0 7 M Sincer COPY TO lannin Board Lug are a SIGNED: rt enclosures are not as noted,kindly nadty us ar orwc David L. Bean, president STORAGE VOLUME FOR DETENTION BASINS Version 2.10 Project : LUIGI - SO. WSFLD. ST. , AGA. User : DLB Date : 07-02-2003 County : HAMPDEN State : MA Checked: Date: Subtitle: PROPOSED CONDITIONS TO WETLAND Drainage Area: 3 . 12 Acres Rainfall Frequency: 100 years Rainfall-Type : III Runoff : 4. 9 inches Peak Inflow: 15 .49 cfs Peak Outflow: 9 . 83 cfs Detention Basin Storage Volume: 1 . 12 inches or 0 . 3 acre feet REQUIRED STORAGE VOLUME=L=(3.12)(43,560)= 12,695 CF 12 PROPOSED DETENTION BASIN VOLUME Fly &L Ayr.. X km = SL 185 2,547 3,433 1 = 3,433 186 4,320 6,385 2.3 = 14,686 188.3 8,451 TOTAL BASIN CAPACITY TO ELEVATION 188.3' = 18419 CF OF AU6 0 7 2003 Lim ng , D1and Consumrft4C�G3 Forty School Street WESTFIELD, MASSACHUSETTS 01085 DATE ras No. (413) 562-7566 Au st 8 00 FAX (413) 562-2091 A77ENT M Adam Chase, CE I TO Agawam Engineering Department Lui i iarella — Site an 36 Main Street Agawam, MA 0 001 WE ARE SENDING YOU (X Attached ❑ Under separate cover via the following items: ❑ Shop drawings [X Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO- DESCRIPTION 1 7!IX-'03 1 Revised DETAIL Plan - 371 South Westfield Street - Sht. 2 of 2 THESE ARE TRANSMITTED as checked below: x'.'For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For eeview and comment ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Adam: Sorry we forgot: to mail this the other day. Thank.you for your assistance. ry . •Y4� �SE}�` - Since COPY T Planni Board iarella SIGNED: ' M.v alosums an nm as not 4 kindly naft us at ancs� David L. Bean, President