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8613_SITE PLAN H.P. HOOD MAIN ST. NEW SILOSr [A 16044ft Art 24.5 TO' Deborah S. Dachos, Director ® of Planning & Community D"opment FROM: 'Henry A. Kozloski, Chairman Conservation Commission SUBJECT: H.P. Hood - two new silos L "11, 17tJ -tyl, advised that thetwo proposed silos are at least 170'A" from an intermittent stre;im. Theftis 160d a ® an ad"brial V "re the resonrce am. No filing with the Conservation Commissidnis necessary fbr this work. Henry A. Kdzloski, Chzai44�� AGAWAM CONSERVATION COMMISSION 11 11 "I"ry M M,,-T$O g Chief Robert Campbell Subject. Site Plan. — H.P. Hood — Main Street Date: June 16, 2009 As submitted, this project would appear to have little negative impact on pedestrian, bicycle, and/or motor vehicle traffic safety. Respectfully Submitted I; 'Town of Agawam 36Main. Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 June 19, 2009 H.P. Hood LLC 233 Main Street Agawam, MA 01001 To Whom It May Concern: At its duly called meeting held on -June 18, 2009, the Agawam Planning Board voted to approve the Site flan for the installation of two new silos at H.P. Hood on Main Street as shown'on the plan submitted with the attached applications (no title)` conditional upon all professional staff comments be addressed. If you have any questions, please contact this office at 786-0400, extension 283;; Sincerely, Travis P. 'Ward, Chairman AGAWAM PLANNING BOARD TPW/DSD:prlc cc: Building Inspector, Board of Appeals, Engineering Dept., Town Cleric, File AGAWAM PLANNING BOARD Forin 1 Applcatioli for Site Flan Approval Please complete the following form and return it and 10 copies of the Site Plan to.. ,r Agawam Building Department , 1000 Suffield Street Agawam, MA 01001 Co 1. Name of B siness H i HooP6 U-0,... Address 5 V'::J - D100 t Telephone1 ? Fait ' -- 2_ Name o terrier Address ' ' S '_ 1 _ 'telephone 13 ZZLw 22.E Y 3 ._ . 3. Name of Engineer/Arehitect '=' ?NvLkQj� v 1110 Address LA tftJt:. t'.GfCJ i . Please ;give a brief description of'the proposed project: 3 ) ' c-E f Esed 2/1/0 F Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site f'Ian t0 Agawam wilding Department 1000 Suffield; Street Agawam, MA 01001 a, 1. Name of Business Hi;�� � . Address P�`f -J Q Q s Telephone L 4 Fax 2. Name of e Address f-VIJ ' 11:Q f r iLjF`,-r\ ,n.lI _ book Telephone i t_41 pay + 3 - ' . 'I�larne ofEngineer/Architect i `�` r-M yt�tr-1�� Ir =; w - K-S,r,c^ w Address y1 4. Please give a Brief description of the proposed project: vised 2/1 /Q7 06/18/2009 08:49 FAX 4138210631 IM002/002 TOWN OF AGAWAM Department iqfPOlk "jrO 1000 SUffiekl Siftet - Agawam, MA 01001 W (413) $210600 - Fax (413) 821 "31 JAA P� stone - supe�� If you have any questions please do not hesitate to contact Us division Sincerely, Vladimir C-1ceres Vich-a`ti C. Chase, P. Civil Engineer I Town Engineer OspNS 13 b.p. hooft"orandum Moe AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE RECEIVED: June 8, 2009 DATE: June 15, 2009 DISTRIBUTION DATE- June 8, 2009 PLANNING BOARD MEETING DATE: June 18, 2009 APPLICANT INFORMATION 1. Name of Business: H.P. Hood, LLC Address: 233 Main Street, Agawam, MA01001 2. Owner: H.P. Hood, LLC Address: 233 Main Street, Agawam, MA 01001 Telephone: 413-726-2284 Fax: 413-786-5484 3. Engineer: Andrew Pavlica, P.E., Engineering Design Associates Address: 969 Main Street, Springfield, MA 01103 Telephone: 413-788-0182 Fax: 413-788-0967 PLAN REVIEW Scale: 1 1/2" = 1' Date: August 29, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Name and address of applicant and site should be shown on the plan. Description of Project: Proposed installation of two new silos, one 37' high and one 58' feet high adjacent to existing silos. Site Plan Review Page 2' Description of Site: Site is on the south side of the building in same location as other silos. At its closest, one of the silos is 174' from the brook. Applicant should check with the Conservation Commission to determine whether a filing is necessary. Provision for Traffic Flow: Unchanged. Parking: Unchanged Drainage: Unchanged. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Unchanged. Sign Location: Unchanged. Exterior Lighting: Not provided. Rendering or Elevations OX Dumpster Location: Not applicable. Other Comments or Concerns. Town f Agawam 36 Main Street Agawam, Massachusetts 011,001-1837 t. 413-7 0400 Fax 413-786-"27 MEMO T4 Engineering Dep., Pali Dept., Fire Dept., ADA Comrnitt e' FROM: Planning Board SUBJECT:. Site Plan-- H.P. Hood .. Main Street DATE June 8, 2009 Please review and comment on'the attached Site Plan for a new silo at H.P. Hood on Main Street prior to the Beard's June 18`' meeting. Thank you. DSD:prk gmm�� Please complete the following form and return it and 10 copies of the Site Plan to,: . Agawam Building Department rn 1000 Suffield Street ---4 Agawam, MA 01001 00 MI= Address -s) Telephone Fax. Z, - �q S y I , Name ofOwner H-L-� �-AOQ6 U-Z Address rPVJ S:ift6 ffi� EM .' M, U i QD I �N3 jG 3 :�--PZNNe . Name of Engineer/Architect JZS t6Q 1vS,-oaIft1'ES Address Owag Telephone- - tit 3 , - ; S?, - 0: b Z Yax q ( ?, - r b - 03 G� 4. Please give a brief description of the proposed project: —MLM-MIDN Op Kvzwo'T su-o (2�;,o:,o GA(,) S\L0 I Revisrd 2/1/07 MMMM MME= Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Building Department 1000 Suffield Street Agawam, MA 01001 1. of mess-''' Address TJ D Telephone- -QJ(O - 5 �C Nmne of Aprheaftt/Owner Address 213. hi-knj 'SIjQzr Rwnm �Qo Telephone -----F"� �Si6 3 Name of Engmeet/�hitect Prau �h' OE. emoveettNG Address MIq Telephone- ax 3. - r)3 O'> - C) 9 (0 4. Please give a brief description of the proposed project: Nc��Quk !3'sLO (90,0 '0 G),L) V?9O)(knM'F-LY Revised 2ft/07 4gqisw� MA 010 DATE: June8,2009 TO . PlanningBoard Board of Appeals • Site Plans f0r: HR Hood, LLC 233 Main Street REASOM ff. P.Hood, LLC, which is sp*i4g a Special Permit in accordance with Section 180. 56 of the Zoning Ordinances, which would allow the construction of &hew silo to replaco and existing SHO at the premises identified as 211 Main: Str� 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 cw 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. 11 Ll Eng[neering Design Associates, Inc. 11. Central Street West Springffeld, Massachusetts 01089 TO> r r • Hood H.P, Inc.. 233;Main Street Agawam, MA 01001 Phone: 413.788.0182 Fax: 413.788.0967 Email Addresses: General Mail: info@edastructural.com Andrew Paviica, Jr.; apavlica@edastructural.com M ark Ebreo; J r mebreo@edastructural.com DATE 5/21/2009 ATTENTION' Mr. Bob Hale PROJECT: 25,000 & 40,00OGallonSilo Replacements at Main Street Agawam, Massachusetts Sending Yooliovving ❑ Shop Drawings, 0 Letter ❑ Peer Review information Original Drawings ❑ Report ❑ Addendum Materials Prints' ❑ Calculations ❑ RFI Responses ❑ Electronic Media ❑ Proposal for Acceptance ❑ Sketch or Sketches ❑ Specifications ❑ Company; Brochure ❑ Photographs Copies Date 6 R• Sheet No./ Specification Section Description Foundation _ _. Letter ❑ For Approvat ❑ For Distribution ❑ For Review & Comment ❑ ❑ For Pricing Only ❑ ❑ For Bid/ Release ❑ For Construction Remarks: Copies To: File Approved Approved As Corrected Approved As Corrected/ Resubmit Stamped & Signed File Copy Not Approved Reviewed For Information Only Refer To Shop Drawing Log For Your Use As Requested For Record Approved As Corrected, Revise and Resubmit File Copy ElPrints Returned Alter Loan SIGNED: r Mark Ebreo, ,J r. 11 LI E3221M H.P. Hood Main Street Agawam, MA 0 100 1 Attention: Mr. Bob Hale Referehto* Silo Foundation HXH004 Agawam, Massachusetts i ! RIOINIFE qr.* , "1 11' A 1 .0 i n or 9690 and is dated 3/22/94. was prepared by Walker Stainless Equipment Co., Inc. 3 1825- 1 -D and is dated 8/29/00. The 40,000 gallon silo 'o., Inc. entitled'(2) 40,000 Gallon Silo Tanks' drawing mnm�* �*Trl;x• ' - . - 0 , , tl" �1— and 'have concluded that the foundation pad as designed and shown on our drawings 'S. I - New Silo Foundation plan' and'o DetaIIW dated March N, 2067, *itadeq� the silo. Tim asp n 11 Central Street West Springfield, MA 01089 PhQne, 41 i.788.0182 Fax- 413.788,M7 g N coca w- WES7-FIE,LLEGEND LXiSTINV, CkTC:i-! BIAIS8,"I Err -1 BASIN EjEtAEW OF FXiS 1NG CAM SEW ST ttoN GOO THE *10C 0 Wf HoLDAI`4 NE LW EXISTING M0NI`0R WELL -114E PE No E'ftetCE 4 207 Sr, 4m R/vE m,�S ORIE SM�4 13 AMID WjUj�, 242 - V STI N G DRAIN MANHOLE +04 1��OAO &�ro A 0 FXI- VE 00 - C14ECKEU �: BY" TJqE, 31,9 FXISlNG SEINE- M-ANHOLE -to 'S A AND 'a ljow" 0 USF w C gig LEI 104 Nc XT so -I t� IWIN 0 BOND ip �UmEw- /p 14 TIGHE D 6c 'To ORIENT 2 ME-4DO Zi 'S '8a, cp -4- SIAHRF-con AS , PVPUJNE TZ —7 ELXIS'�ING SEWF-, G i, TE Lo OF MAR 1959. A TOP Q , F H" V Q4 0 r, aMw tp �A Ln EXIS INS' E1J-'C:RI1C MANW)LE Z 60'3-* ALONG RIVER La E.X I S 1� NC, TFI-EPHONIE MAN"HOLE E.XIS' rING H -`#I0, RN T 00 o" EXISTING WA'TER, CATE o x� ------ (p, I- , ORME HCH RANK z 1KIS,iNC ELECTRIC TRANFf 0 TOP OF 0 o a N, - x 599. ' 1�� E.CIS 'VINC :ILL U (44A I E. xj S - INC,, LIGHT ON PCA-E 0 i1cp 'XISTING STREFT S!GN z \)AVID C�iorc� 0 -,p I'n -cp kk Aiql) P4pC ENS N110111111p olw'Aft - T, oBANKK p OF MON 4 1 16,9, 313 ..... . . . . . . . . Q- �11 44OAI� PARCEL 3 ....... . .. . .... .... PARCEL 8 TOWN AF AGAWAM 7.0t\,ING REQUIREMENTS APPLICANT H.P. HOOD, INC. 233 MAIN STREET AGAWAM, MA 01001 P RO J F- i, T AD,r'I]`CN OF ONE MILK S'-ORAGE U E-S CP P T 1 (", N SILO AND REPLACFNAFN- &T- ONE ,,AkI_K STORAGE S?-o SANK DESCRIPTION ONE 25,000 GAL SILO AND ONE VOLUME 40,000 GAL SILO D!Af%i-ETER 12 FEET HEIGHT" 37 FEET I-N CONCRETE FOUNDATION 58 FEET CIN CONCRETE FOUNDATION MATLRF AL OF STAINLESS STEEL WE-DED 1, 101N ST R U C 110 N I N S U L47 E E ZONING 0,STRJCT NDJSTRIAL A �ECUJRED PROPOSED SE.- BACKS AT LEAST FORTY (40) FEET GREATER THAN FORTY WIDE IN THEIRLr'AST (40) FEET WIDE IN ALL DWENSION DIMENSIONS L07 COVERAGE '40 MORE THAN FIFTY SILO FOUNDATION 545 PERCENT (50%) OF TOTAL Ant7A SQUARE FEET �OARU OF APPEALS FOR SILO IS APPROX j/ EEIEi; EQUIPMENT TALLER THAN HEIGHT OF 40.000 GAL FORTY (40) FEET SILO IS APPROX 58 FEET-, APPURTENANT TO INDUSTRIAL MEASURED FROM THE 3UiLDINGS TOP OF THE FOUNDATION LO1- SIZE :-RONTAGE MORE THAN ONE TOTAL LOT AREA 16.738± HUNDRED (100) -FEET ON ACRES. FRONTAGE STREET OR AN AREA LESS APPROXIMATELY 818 FEET THAN FORTY THOUSAND ;40.000) SQUARE FEET -J- 10. > 19 4kp40 Irg to. s lZ P, Z -011 C9. Az. ....... ....... S11N -- Af .... . ......... . .... . . .... to PARCEL DE s;,w dotJp 1 . I DEED BOOK 770o FIRST PO 12 ELECo. :ff 18 W;DP- r- BOOK "7700 N1b DELD PG 72 I cVENM fp I P APARCEL Z 41 PARCEL 5 CFs4� asp 163,02 41 Alf, Go 4 N 79- DNU op 16 --02' -c — ----- 0 D L a ob N 4- 4 • .0 0. cl. e_- �r 00 N4 00 c ice, 0 \c, 0 'o 4z� Z 41 oll PARCEL 9 0 q, ell A ok 4.� -7 ir 0 c: E NOTES: 0 L.C.C. 1369 PARCEL 10 THE PARCELS OF LOCUS IDENIIFIEH EO4 A,E v!_FEI--'ENG`-'D iC x `98 - F.P. woo�"j, It.:1 AREA = 9.238± ACRES THE PARCELS IN DEED BOOK 9344 P. P, L4000 & sor.--s' INC, DATED -JE­1�1. OF DE,'7.MrFR -Ry 0;� 'jEEI"- J, DEED -BOOK 9344 PG. 498 r: '��H PARCEL AS RECORDED IN THE HAkPDE )UN:y L.C. GERTO 27210 00✓ SF. PARCEL N IN THE A80VE REFERENCE[) DEI.ILD, MO�'.E PkRT!"-U1,-'-R FND -7'OFT F-AGE 207 IS 30U.-JI)EID O�TFJ is �, s, #(v 0-6 DESCRIPTION FOUND IN EICOK 2424 C NEIR NOR`TH 'BY THE MEADOW ROAD', - H r-� N 0 DEW 4 PsE OR AS � C EV Al GROUND OF A ROAD AND THEPE E. DEN, u ED 2424/,D P'F IK .A, 1 PkPAT iE e LDA LAR-c 2MEADOW ROADWAY IS 'WASHED OU-", JNE'. 0.' OtNERSHIP A4 CONSTRUED TO BF TO THE RNER. RCJG� EA OF THE UN - PECISTE��7_'c ST -I osc�, 0 T q E AR Ls FT'l 0, FOLjP'H IN T�-E A!�O`VE RF7ERENC.- ) `,ED A-141, �,S SHC AeN -tFiv 06 IS ABOUT 7.5± ACRES OF LAND I TLi E FiIGE CIF HE Riv: R LOCKT:,D. WH-OJA; JAF:' EN CATED ON 2: 1 46 HE RiV ,S ' -T IN A FLOOD S AGE THE FIELD WCRK JPON WfitCH T�,!, P -Vq S W,- -,R-P',,Mf Rlr MNTER TIME CONDITIONS- SNOW OV-`R IRE"! TFt A--A'-,'-tTf' TU SEE VARIANCES DATED IMPROVEMENTS AND PROPERTY CORNERS. EVERY ATrEMPT WAS MAtE DUNE 12, 1987 AND TO 0�&-RCOME THIS OBSTACLE. TIrlS .,IJRV-,IY 2s 1;btDIE SUE?-tEC`7 TO THE -K 0CT0aER 26. 190 EFFECM OF THIS CONDITION, FleLD '#ORK Wt--S' PERFOI�. ED 1/11/96-2/11/ 6 THE AREA OF LAND OWNED BY H.P. HOOD & SONS, INC SHOWN HEREON pd-2V* cp. q� IS 9.238± ACRES REGISTERED AND 7.5± ACRES UNREGISTERED FOR A TOTAL AREA OF 16.738± ACRES OF LAND. �7 REFERENCE S: n'. PLANS AND DEEDS USED IN THE PREPARATION OF Tt 3 f AN NC A ,Oh 'LF' L, C- 4- Pt,NS A1W DE-.0S ,VA ABE ')R <(1 /5 0 N `00, g4 4S �-i�,1' (t')C�, - -0) ir L.C. PLAN 1369E FILED WITH CER '1049 I RT7, c T� 7-E -27."O F-.RC I E L-C� PLAN 21817C cp L.C.C. 1369 A -4 FOR CASE A .-ED IN 6('49 -AGF I LC. PETITIONERS PLA� 25817 BUXTON INC - �,ATE, D- C. 95,1 Cl� RT�FICA;F 01 -E P00i, 1.�: PC 1 PARCELS 11 & 7 PLAN OF LAND IN APAWAM BY 9YRKEE, WHITE & TOWNE #70-3239-C' CC -'RE rEr, 4/ 3/!` 1-EG IN 100- 24)4 '"'Ar," 20': A EASEMENT'-f3LAN OF4iESfT---IiLD RIPER UNK SEWEA TG�,N' F AW M AG-"32� SITE PLAN OF LAND IN AGAWAM, MASS. DATED 0:11TOill-IR 1.,77 IA-LD IN �,UOF- 2009 5`A(,,1, I 21 !t4 I ; I 10 Ic A ��Arl, lo: 2Y L1-- 41 '1,10 IN 700�' 8 0'8 AG -� S 2 BY WESTER. MASS, ELECTRIC' COMPANY DRG. #'C-'62' swow PALE LINE #0-51.5398 1, , CED IN !>,OOI. 4( t,? I AGt 240 P JMP ST,'ION Cf.-EO IN 1!�91 `AQ� 37, 'DROP PLAN OF LAND & EASEMENTS FOR WESTFIFLD ICA'; `22��47 'N B'L)OF- 12,' PC 1-,' GF:EEP- G' I LE POLE -ONIL3. -4 TOWN OF AGAWAM - By TIGHE & BOND <1\ DATED JUNE 8, 1990 :-R P7. J ��27 `4 BDOO� 11 PG. I -ATION Ci-PT CA� Cl! T :LE "151, 16 N 76 Pk"f: 7E SITE AND GRADING PLAINS OF WESTFIELD RIVER PUIOPI�c-, S TOWN OF AGAWAM - 13Y TIGHE &- BOND, INC CC'�AS- N tf-'•'N E S CS �Q to DATED MARCH 1990 - TWO SHEETS, FEBRUARY 14, 1996 THE LAND LIES IN ZONING DISTRICT INDUSTRIAL -A LAND IS SHOWN ON ASSESSOR MAP K- 14 AS PARCEL 8 (MORE OR LESS) MATERIAL SCHEDULE PLAN MEW,, SCALE: 1(2" - V -0, i N 3 � i i i,, E lill Hilli'ill!ili ! Y i, i T W ., TOE 800 AND 16 FT. ! i i i . � • P yY { 1 i l Will T • t :i i i 3i i i ei i I k n �iP .i Ulm*"! f i om .i ->. � P � ����� ��'�:+;W1nn"���a ImfiAii 1 1 •. k� i.i y� E i i i+i w1mg SoRtE]4,POW ., i 1 i tlM U i iW, 3- BWNET CONN. i i TO ALCM 11i ivw SCIREEN. i_ E 5 FABRICATION TO 'BEGIN UPON RECEIPT OF APPROVED 'DRAWINGS. TO MAINTAIN OUR DELIVERIES, AND CUSTOMER RELATIONSHIPS, WE RESERVE THE RIGHT TO ''EVALUATE REQUESTED CHANGES WHICH COULD AFFECT OUR PRODUCTION SCHEDULE. THEREFORE REQUEST *NO CHANGES- WITHIN () WEEKS PRIOR TO SCHEDULED SHIP DATE. NO. REO'OP SERIAL NO. SPG-21825 ATION; , 5 IRR e AI4IBIE°NT �._ ROUTING FABRICATOR APPROVED FOR OONSTR OT1 N QUALITY CONTROL. Y DATE °ARTS STOCK ROOM REVISED SALES" FlL£ ACOMPAAfY Y FINISH 'NSIE}E WALKER STAINJSS EQUIPMENT CO., INCH I & FLUSH.: TO #4 SANITARY FINISH) t i t { =1_CkEGY. i BY: STYE1%2"SJG IEI! I F-3 - STRIPE RIFFED SMOOTH OATE. a j2g/t}p APPRMD ate. ReASM H) SNAG FREE. DISCOLORATION REIAM. SANITARY WELDS- ;F-5 ND 90TH FLUSH10 A INDUSTRIAL FINISH 25T GALLON SILO TANK „ Q ti Q I(OOTH AND FL WITH E BU FINEST E � D(TREEE ENDS OF TANK FOR SHIPPING. : CROUCH ENGINEERING FLAV-O-RICH BRISTOL, VA DRKMNG NUMM: PLAK SPG-15-1-- �. NOTE -DO N0178CALETRS DRAWINGI i