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8413_SITE PLAN - TAYLOR RENTAL - SPRINGFIELD ST. $UI 3 S�)t man To: Planning Board From: Town of Agawam Commission on Disability Subject: Site Plan - Taylor Rental - Springfield Street Date: Friday, April 07, 2006 We received the site plans for Taylor Rental located on Springfield Street, on Monday, April 03, 2006. We found that with the amount of construction taking place warrants enough for Taylor Rental to bring it's entryway in full compliance. We recommend that the Handicap entrance to be brought up to full code, and have a level entrance for opening the doors, and not ramped in the door swing path, in accordance to State and Federal Codes. Disability Commission Frankie Mazzei �OVED 11.,R 0 '1 2006 P LA ��M d OA S TOWN OF AGAWAM Department of Public Works 36 Main Street • Agawam MA 01001 y ` Tel (413) 786-0400 a Fax (413) 786-9927 �Py John P. Stone — Superintendent D MEMORANDUM To: Planning Board From: Georganne J. Hoyman, P.E., Town Engineer CC: Date: March 27, 2006 Subject: SP 376 —Taylor Rental Addition —221 Springfield St. Per the Planning Board's request dated March 15, 2006, 1 have reviewed the site plan for the proposed building addition to the Taylor Rental site. All engineering comments have been addressed. own all% IVL�T� �SL, k�A MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Revised Site Plan - Taylor Rental - Springfield Street DATE: March 16, 2006 Please review the attached Revised Site Plan for Taylor Rental to be sure it is ready for the Board's signatures at their April 6`h meeting. Thank you. DSD:prk DEPOT VILLAGE PROFESSIONS UILDING • TEL. (413) 283-6210 3 CONVERSE STREET, SUITE 203 FAX (413) 289-1025 PALMER, MA 01069 E-MAIL SANDW@SAMNET.NET SHERMAN & FRYDRYK February 28, 2006 GandSumeying and Engineering Town of Agawam Planning Board 36 Main Street Agawam, MA 0 100 1 RE: Taylor Rental 221 Springfield Street Site Plan Approval Dear Board Members: Enclosed please find three sets of revised plans for the above referenced project. These plans, along with the following information have been submitted in accordance with your February 22, 2006 correspondence to Mr. Robert Conti: I. The relocated fuel storage tanks and the LP(propane) Storage and Dispensing Area are shown on Sheet 2 of the plans. 2. The applicant has agreed and is currently working with the Agawam Zoning Officer to satisfy all zoning requirements. 3. The applicant is currently working to determine the status of the existing storage units. Once this issue is resolved, updated plans will be submitted as required. 4. The revised plans and the attached updated drainage report, including the Operation & Maintenance Plan will be forwarded to the Agawam Department of Public Works as part of the Storm Drainage Permit Application. 5. The owner has met with the Fire Inspector and determined that the LP tank can remain in its current location and that the Fire Connection can also remain in its current location. Any other outstanding issues will be addressed prior to the start of building. Thank you for your assistance with this project. Very t yours, i' Donald J. Frydryk, P.E., P.L.S. Enc C Walcon Realty, LLC �- '' r� I,J� Crocker Building Co. XAp05105243105243-2.doc - " " o� 9 Town of ltawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 ATEO February 22, 2006 Robert Conti cw u'c-. Taylor Rental 221 Springfield Street Agawam, MA 01001 Dear Mr. Conti: At its duly called meeting held on February 16, 2006, the Agawam Planning Board voted to approve the Site Plan entitled: "Taylor Rental Site Plan, 221 Springfield Street, Agawam, MA" prepared by Sherman & Frydryk and dated January It, 2006, revised February 14, 2006 with the following conditions: l. Submit a revised plan showing the existing propane tank and the location of the new fuel tanks. 2. The applicant must work with the Agawam Zoning Officer to satisfy all zoning requirements. 3. If the present storage units are allowed, the applicant must submit a plan showing a landscaped visual or manmade screen running along the eastern property line. 4. The Engineering comments contained in the memo dated February 1, 2006 and attached must be addressed. 5. The comments contained within the Fire Department's January 31, 2006 and February 15, 2006 memos must be addressed. Three (3) sets of the revised plans must be submitted to the Planning Board for their signatures. If you have any questions, please do not hesitate to contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins, Chairman Agawam Planning Board cc: Cleric Sherman & Frydryk Engineering Fire Building File TOWN OF A4KWAM Department of Public Works se :r 36 Main Street a Agawam MA 01001 y Tel (413) 786-0400 • Fax (413) 786-9927 r0�p Py�� John P. Stone —Superintendent �Righp M MEMORANDUM To: Planning Board, Don Frydryk, P.E. —Sherman Frydry From: Georganne J. Hoyman, P.E., Town Engineer I CC: Date: Feb. 1, 2006 Subject: SP 376 —Taylor Rental Addition ;221 Springfield St. Per the Planning Board's request dated January 30, 2006, 1 have reviewed the site plan for the proposed building addition to the Taylor Rental site. I offer the following comments. 1 . Sheet 3 -The construction detail should be revised to show gravel,at ground level to be consistent with the plan view of the improvements. 2. ' The design engineer must submit a copy Operations and Maintenance Manual for the proposed drainage structures to the DPW as part of the Storm Drain permit. This O&M document is for the owner's use and must include a description of maintenance activities and a schedule of when they should occur. The owner will be responsible for completing maintenance to keep the proposed system functional. 3. The proposed erosion and sediment controls shown on the plan are a minimum. The owner will be responsible to ensure that they or the site contractor maintain the sedimentation barriers. If off-site erosion and sedimentation does occur, the owner will be responsible for remediating any negative impacts. 4. The applicant should ssubmit a completed Storm Drain Permit form to the DPW in order to receive approval for the Building Permit. 5. The owner or his contractor must notify DPW Engineering at 786-0400 x 275 for inspections as follows: a. Erosion and Sediment Control Inspection - At least 48 hrs notice for inspection of installed erosion and sediment controls. Land disturbing activities may not begin until erosion and sediment controls have been inspected and approved. b. Construction Inspections - During construction as appropriate when the subsurface structures will be placed. Underground.utilities must be inspected before they are backfilled. (preferably 24 hrs notice) c. Final inspection - once work is complete, soils are stabilized, and before the occupancy permit can be issued. (preferably 24 hrs notice) r F AGA*AM FIRE DEPAROENT 800 MAIN STREET • AGAWAM, MA 01001 QVFNT !� TELEPHONE (413) 786-0657 FAX(413) 786-1241 - �� David A. Pisano Chief of Department p�p0�p Stephen M. Martin Deputy Chief FIRES Michael R. Mereadante Fire Inspector 1/31/06 RE: SITE PLAN [TAYLORRENTAL] 221 Spfld.St. DEAR BOARD MEMBERS: As per. 780, 527, and 521 C.M.R.s' and 148 M.G.L. and N.F,P.A. 13 and 72 this addition shall be sprinkled, and alarmed. Please note that the current Fire department connection must be brought to the,front of the building from behind the gate,(its current location) Per. 780 CMR 915 / 916, Also be advised that a paved surface joining all exits located at the perimeter of this building must be provided. This access way must comply with all aspects of 527 CMR 25.05, 521 CMR 20.0, and 780 CMR 1007.0. Along with this paved access way this office is requiring that the (propane storage tanks) be relocated to conform to the standards of N.F.P.A. (58) and 527 C.M.R.,6.0 Complete Narratives, Drawings, and Calculations, shall be submitted along with a copy of the sprinkler installers license before work is to begin. Fire Insp. M.Mercadante •This(Report)is a true and amaate accom h%of evai s and Endings whith were c=mtcred on the day or days menpoaed in the report.Mus(Rom")may be coped but NOT ALTERED IN ANYWAY OR BY ANY OMISSIGNS.Per,M.G.L.Part 1V.Title 1.Chapter 268-xe.6 A-"Whoever,being an gtJtcer or empAyta of fhe Commomrealth or of mfypoh1tca!mbdf vW*n thereof,In the eovrit Of hlr O�Itt o!dvflG LLecvler,filer ar publisher anyJoLe xrtffea repoH,mrtmrer or afalaanersl,knowing the tame to be falre 1n a matrrtal wormer,SHALL BE PUNISHED by a fine ofnof more than(S1080)DOLLARS and or IMPRISONMENTRor not mom than ONE YEAR. AGAWAM FIRE DEPARTMENT' �F 800 MAIN STREET • AGAWAM,MA 01001 r TELEPHONE(413) 786-0657 '' FAX (413) 7864241 Z� David A. Pisano Chief of Department Mpg Stephen M.Martin Deputy Chief FIRES q Michael R. Mercadante Fire Inspector MEMO 2/15106 TO: PLANNING BOARD RE: TAYLOR RENTAL PROJECT Dear Board Members: REVIEW OF PREVIOUSLY UNKNOWN DOCUMENTS SHOW THAT"TAYLOR RENTAL" HAS AN AGREEMENT WITH TENNESSEE GAS THAT"NO" BUILDING WILL BE PLACED ADJACENT TO THE PRESENT PROPANE TANK, AND AS LONG AS THE TANK IS NOT TOUCHED OR MOVED IT MAY STAY AT THE PRESENT LOCATION. (see att.) FIRE INSPECTOR MICHAEL R.MERCADANTE ''Shia(Ream)is a tme and accurate aecountinj of evma and&Abi s which w=mmuneessd on the day of days mcn imod in go Sep mlba(Repart)maybe copied but iVQ'[A1,IERED �'ANY WAY OR"ANY 03fi,4r914fI�PM;61,G.I..Put IV,'[&I.Map1R 26$sm.6 A•"WI wver bainj an cpcer or aeployrr q�fAe Carunonwrakh erof arrypdiilcd+vAdirlaEnn rluregf,in At coma eha qffleial Mir:araaetra,fifuoravhlr'thar wtyfauc+ fttaa nport,mimes watalmsml,knrsej the mma to Ea fa m is a marvial fnanear.SisALL aft PUN191191)6y a flna aln"mWe 0mr(51000)DOLLARS ands 1MPRISONMSN'F Forrat mart thm Or4EYEAR. Tennessee•G ipellne PO.Box 286 i ��rrEcv Agawam,Massachu 1001 (413)786,2782 November 22, 1988 Mr. Robert Conti 221 Springfield Street Agawam, Massachusetts 01001 RE:" In Lieu of Right of Way - Massachusetts Hampden County Agawam Fee Property 'LL Massachusetts Spring. 39 Dear Mr. Conti: Our engineers have reviewed your plans forwarded to this Company's Mr. E.A. Marsh on November 15, 1988, and this letter is to inform you that this Company has no objection .to your request for variance to the Town of Agawam. As you requested, your plans are being returned. Should you have any question's, kindly contact me. Very truly yours., W. B. Arcese, Jr. Division Right of Way Supervisor WBA/mto Enclosure • j FIL a CUM AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah Dachos DATE: February 9, 2006 DATE RECEIVED: January 27, 2006 DISTRIBUTION DATE: January 30, 2006 PLANNING BOARD MEETING DATE: February 16, 2006 APPLICANT INFORMATION 1. Name of Business: Taylor Rental Address: 221 Springfield Street, Agawam, MA 01001 2. Owner: Walcon Realty,-L.L.C. Address: 161 Bel Air Drive, Longmeadow, MA 01106 Telephone: 413-786-4433 Fax: 3. Engineer: Sherman & Frydryk- Land Surveying and Engineering Address: 3 Converse Street, Suite 203, Palmer, MA 01069 Telephone: 413-283-6210 Fax: 413-289-1025 PLAN REVIEW Scale: 1 inch=40 feet Date: February 9, 2006 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): 221 Springfield Street, Agawam, MA 01001, Walcon Realty, L.L.C., 161 Bel Air Drive, Longmeadow, MA 01106, 1 inch=40 feet, Sherman & Frydryk- Land Surveying and Engineering Site Plan Review Page 2 Description of Project: Proposed 80' X 100' addition to existing retail building. Description of.Site: Disturbed site behind existing building. There are no apparent wetlands issues. Provision for Traffic Flow: Unchanged. Parking: Supply plan that shows present parking. Parking analysis cannot be completed without this information. Drainage: See engineering comments. Public Utilities: See engineering comments. Landscaping/Screening and Buffers: OK. Sign Location: Unchanged. Exterior Lighting: Not Provided. Rendering or Elevations: Not Provided. Must supply plan with colors and textures provided. Dumpster Location: All dumpsters must be fenced, screened, and gated. Other Comments or Concerns: What is the purpose for the addition? Will there be additional truck traffic, and if so, where will the trucks be parking? Per the building inspector, the trailer bodies on-site are illegal, and the additional storage facilities are not allowed. DEPOT VILLAGE PROFESSION�JILDING TEL. (413) 283-6210 3 CONVERSE STREET, SUITE 203 FAX (413) 289-1025 PALMER, MA 01069 E-MAIL SANDW@SAMNET.NET SHERMAN & FRYDRYK Land-Sumeying and Engineering February 15, 2006 _ Town of Agawam Planning Board 36 Main Street Agawam, MA 0 100 1 RE: Taylor Rental 221 Springfield Street Site Plan Approval Dear Board Members: Enclosed please find two sets of revised plans for the above referenced project. These plans have been revised as follows: I. Existing parking spaces have been added to the plan. 2. Existing and proposed lighting on the building has been added to the plan. 3. The proposed relocated dumpster is shown to include screened fencing and is to be gated. 4. The leaching chamber detail has been revised to show gravel around the frame and cover to match the conditions on the plan view. We look forward to meeting with you to discuss this project in detail. Very truly yours, Z Donald J. Frydryk, P.E., P.L.S. Eric C Walcon Realty, LLC Crocker Building Co. X Ap05105243105243-L doc 06 04: 13p P. i • AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAM, MA 01001 Q TELEPHONE (413) 786-0657 fitFAX(413) 786-1241 yr David A. Pisano Chief of Department Mpg Stephen M.Martin Deputy Chief FIRES Michael R. Mercadante Fire Inspector MEMO 2115/06 TO: PLANNING BOARD RE: TAYLOR RENTAL PROJECT Dear Board Members- REVIEW OF PREVIOUSLY UNKNOWN DOCUMENTS SHOW THAT"TAYLOR RENTAL" HAS AN AGREEMENT WITH TENNESSEE GAS THAT"NO" BUILDING WILL BE PLACED ADJACENT TO THE PRESENT PROPANE TANK, AND AS LONG AS THE TANK IS NOT TOUCHED OR MOVED IT MAY STAY AT THE PRESENT LOCATION. (see att.) FIRE INSPECTOR MICHAEL R. MERCADANTE V,� '7tk(!+Kart)is a hue arA swurah ape o mdng of evar6 and And!w which weft awowomed oaf the dry or days mcrtianad in the repot!.ibis(Rgmi)may he cgjwA but not ALTEREb IN ANY WAY OR SYANIY OMi,RMION9 Per,M G.L-Pen lY,7te 1.CbVtd 25a 6ac.E A•'Whoewr,belrrj an o�lnarar empleyae ofda Cowwom.0Ah a of Wypali71ea1eabdrr6iaa thmgf,in Ike eaarn ofAUgtRod&Imfj uecures,jilmor publisher wVfalre+wurm repuH,mhmre,ar efatemem,bnwtog the rmne to befa m rn a maerr.uf w xa ,,SMALL ER PUNL9IWD by o fine of rose mwo Ihmi MOM DOLLARS nd w IMPA 3UXMMq Fernot mwe than OME YEAR 06 04: 13p p. 2 Tennessee GaSpeline P.O.Box286 TENNECO Agawam,Massachusetts P001 (413)786.27a2 November 22, 1988 Mr. Robert. Conti 221. Springfield Street Agawam, Massachusetts 01001 RE: In Lieu of Right of Way - Massachusetts Hampden County Agawam Fee Property LL Massachusetts Spring 39 Dear Mr. Conti: Our engineers have reviewed your plans forwarded to this Company's Mr. E.A. Marsh on November 15, 1988, and this letter is to inform you that this Company has no objection to your request for variance to the Town of Agawam. As you requested, your plans are being returned. Should you have any question's, kindly contact me. Very truly yours, W. B. Arcese, Jr. Division Right of Way Supervisor WBA/mto Enclosure UU5 Y MEMO F-:'� i Z 2006 To: Planning Board From: Sgt. Richard NILES Safety Officer Qe ti.L., J ... _. — - ..J d` Subject: Site Plan - Taylor Rental - Springfield Street Date: 02/13/2006 For the purpose of this survey, WMECo pole#254/23 was utilized as a point of reference (P.I.). This utility pole is located 5.6' from the road surface and midway between the two entrance/exits. o dv - Quantity of flow of traffic: light to heavy, dependent on the time of day/day of week. Width of lanes: Total width is 38.1'. West bound travel lane is 12.0', with a 8.4' breakdown lane. East bound travel lane is 12,2',with a 4.6'breakdown lane. Distance to other existing streets: Columbus Street is .1 miles to the east. Maple Street is .1 miles to the west. Surface makeup: paved asphalt. Defects in road surface: minor. is' 7i - Westerly: 300+' Easterly: 300+' in - Closest utility pole with a street lamp is 60.1'northwest of P.I. on the north side of the street. Trq(fi:c Control,F - None present. Sd—ewalk - Present on south side of street. School Zones - The Agawam Middle School is located .6 miles from P.I. Robinson Park Elementary School is located .25 miles from P.I. Mygrounds- See School Zones for details. Parking in compliance with Town_Ordinance, or Handi rtp Parking- No information provided. .r freed Limit- Posted 35mph. Road Markin - Double solid yellow(no passing). Traff—tc Knit Impact Estimates - None provided. ther- Combination residential/business area. Original plan submission. Respectfully Submitted Sgt. Richard NILES Safety Officer, Agawam Police Department 0 F TOWN OF AG WAM Department of Public Works 36 Main Street • Agawam MA 01001 Tel (413) 786-0400 * Fax (413) 786-9927 y� John P. Stone — Superintendent MEMORANDUM L , L, To: Planning Board, Don Frydryk, P.E. — Sherman Frydry From: Georganne J. Hoyman, P.E., Town Engineer r kkmww bUARD Date: Feb. 1, 2006 Subject: SP 376 —Taylor Rental Addition — 221 Springfield St. Per the Planning Board's request dated January 30, 2006, 1 have reviewed the site plan for the proposed building addition to the Taylor Rental site. I offer the following comments. 1. Sheet 3—The construction detail should be revised to show gravel at ground level to be consistent with the plan view of the improvements. 2. The design engineer must submit a copy Operations and Maintenance Manual for the proposed drainage structures to the DPW as part of the Storm Drain permit. This O&M document is for the owner's use and must include a description of maintenance activities and a schedule of when they should occur. The owner will be responsible for completing maintenance to keep the proposed system functional. 3. The proposed erosion and sediment controls shown on the plan are a minimum. The owner will be responsible to ensure that they or the site contractor maintain the sedimentation barriers. If off-site erosion and sedimentation does occur, the owner will be responsible for remediating any negative impacts. 4. The applicant should submit a completed Storm Drain Permit form to the DPW in order to receive approval for the Building Permit. 5. The owner or his contractor must notify DPW Engineering at 786-0400 x 275 for inspections as follows: a. Erosion and Sediment Control Inspection - At least 48 hrs notice for inspection of installed erosion and sediment controls. Land disturbing activities may not begin until erosion and sediment controls have been inspected and approved. b. Construction Inspections - During construction as appropriate when the subsurface structures will be placed. Underground utilities must be inspected before they are backfilled. (preferably 24 hrs notice) c. Final inspection - once work is complete, soils are stabilized, and before the occupancy permit can be issued. (preferably 24 hrs notice) AGA AM FIRE DEPARfAENT �F 800 MAIN STREET • AGAWAM, MA 01001 Q NT TELEPHONE(413) 786-0657 FAX (413) 786-1241 David A. Pisano Chief of Department D p Stephen M. Martin Deputy Chief FIRES Michael R. Mercadante Fire Inspector 1131/06 RE: SITE PLAN [TAYLOR RENTAL] 221 Spfld.St. DEAR BOARD MEMBERS: As per. 780, 527, and 521 C.M.R.s and 148 M.G.L. and N.F.P.A. 13 and 72 this addition shall be sprinkled, and alarmed. Please note that the current Fire department connection must be brought to the front of the building from behind the gate,(its current location) Per. 780 CMR 915 /916, Also be advised that a paved surface joining all exits located at the perimeter of this building must be provided. This access way must comply with all aspects of 527 CMR 25.05, 521 CMR 20.0, and 780 CMR 1007.0. Along with this paved access way this office is requiring that the (propane storage tanks) be relocated to conform to the standards of N.F.P.A. (58) and 527 C.M.R. 6.0 Complete Narratives, Drawings, and Calculations, shall be submitted along with a copy of the sprinkler installers license before work is to begin. Fire Insp. M.Mercadante nu(Report)i,a true and aommac toomudbW of eveM and f ndinp which wee ammocted on the day or days mentioned m the report.This(Report)may be copied but NOT ALTERED aMY WAY OR BY ANY OMISSIONS.Per,M.G.L.Part 1V.Tble I.Chapter 268:aec.G A•"Whoever,being an qfficer or employee of the Cavmnonweahh or ojany poLtical sabdl vision lhav4 in!lu cwcp of hfa o,�Jcfa!�etla ereerte;fekt ar p�bt{rMf mry jaLe wrtlttn per '►,xmirs oretale now bmwtng Lhe same to be false in a materlal mmmw SHALL BE PUNISHED by a fine ojmt morr than(31000)DOLLARS and or IMPRL9ONMENT Far not more than ONE YFAR- MEMO TO: Engineering Dept. Police Dept. Fire Dept. ADA Committee FROM: Planning Board SUBJECT: Site Plan - Taylor Rental - Springfield Street DATE: January 30, 2006 Please review and comment on the attached Site Plan for an addition to Taylor Rental on Springfield Street prior to the Board's February 16' meeting. Thank you. DSD:pre DEPOT VILLAGE PROFESSIONRUILDING TEL. (413) 283-6210 3 CONVERSE STREET, SUITE 203 FAX (413) 289-1025 PALMER, MA 01069 E-MAIL SANDW@SAMNET.NET SHERMAN & FRYDRYK Land Sumeying and Engineering January 16, 2006 Town of Agawam Building Department 36 Main Street Agawam, MA 0 100 1 RE: Taylor Rental 221 Springfield Street Site Plan Approval Dear Sir: Please find enclosed the following information submitted for the above referenced project: 1. Ten copies of the site plan for a proposed building addition. 2. Ten copies of the drainage report. 3. Ten copies of building plans. As shown on the attached plans, this projects includes a proposed 80' X 100' building addition on the southerly side of the existing building. Since all space within the proposed building is non- retail space, no changes to the existing parking are proposed at this time. We look forward to meeting with you to discuss this project in detail. TwIED Very truly yours, I A N 2 7 2006 Donald J. Frydryk, P.E., P.L.S. P LAN II t'11\11!01, 6 a AR a Enc C Walcon Realty, LLC N CV Crocker Building Co. D o o ^' .o Mp05\05243\05241duc ,I x t a� ._e��u a i a 4 t Vwl• VI 1•ll.l l'lull'11 1 AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 cop ics of the Site Plan to: Agawam Building Department 36 Main Street Agawam,MA 01001 1. Name of Business Taylor Rental Address 221 Springfield Street, Agawam, MA 01001 Telephone_ 413-786-4433 . Fax 2. Name of Applicant/Owner Walcon Realty, LLC Address 161 Bel Air Drive, Longmeadow, MA 01106-2727 Telephone 786-4433 Fax 3. Name of EngineerlArchitect Sherman & Frydryk Address 3 Converse- Street Suite 203 Palmer MA 01069 Telephone 413-283-6210 Fax 413-289--1025 4. Please give a brief description of the proposed project: Please see attached cover letter. z 1I 4 11 'F y It�l A l�L� Revised 8114/03 � ,;�;`.: ,' - rn O r N TOTAL P.02 CB U-POLE #25/T FD. CB J00,00' SIGN 0 - GRASS ASSESSORS PARCEL 0 115-8-13 �. STORAGE ASSESSORS PARCEL BIT. BOX 115-8-12 BERM 0 226.51' �-- SIGN - FENCE CB I C__ \ 340.00' CL I.P. CB ❑l / D. U-POLE53 ` --- -__ -- - -�_ #1178/X�j -� r O �CB 2 � RIM 299.88 CA \ - INV 294.78 SIGN yam, \ ASSESSORS PARCEL a �` -- MH 3 -"-�-- --- i15-$-12 � 1RIM 299.41 (D]--•--,D 3--RCP D_____---D-,� --� 12" RCP NV FENCE /INV 290.31 T /" - � ----�D� 292.45 DEED LINE 5X.. LfGHT D 3 RCP T LAND I5 P a / 175W D MH 2 ZONED -- BUSINESS A LAND IS ZONED 1 �--_ 1 / INV RIA ED INDUST \ -- -- ____ L A ! o TAYLOR DENTAL 2-& ASSESSORS PARCEL2g�\ "- -- #221 SPRIN q FIELD ST. '� INV-- b 115-8W 13 N/E --._ Q WALCON REALTY \ -__ (F.F. 3 1.9fj � 29d.7 COMPANY o "- ) ____ 4 U- REMOVE 1 -- , - - S ACES POLE 171 FENCE o FUEL / p TANKS / f SIGN r b 256.90' �, 1 SHED DUMPSTE \ N �_-- ES REMOVE OR f -a LLARD E75WIC T Swc_ �- RELOCATE / (TYP.) ---V _ �_---- SHED RELOCATE RELO ATE MH 1 DUMPSTER \ FUEL BANKS RIM 300.88 0 TP-2 �, \ INV1 297.88 SIH 4 iNV2 298.88 RI 300.50 « 5 t S IN 1 293.3 6" PVC s IN 2 295.3 : ;_s;.:,:,, RIM 299.88 co`� =v' EDGE OF `- `� ..;:Y ' ,�_ ° INV 292.78 PAVEMENT •_, > ,'_ '-s.,.ca;an,^ -0s` c"ti`rho_ _ 10 SPACES S.$. \ 1 1 I L!TY U GENERAL NOTES: -U T"POLE STORAGE \ UTILITY 539.78' ` POLE i. DEED REFERENCE BOOK 14624 PAGE 8 CONTAINERS REMOVE --_ POLE 2. PLAN REFERENCE PLAN 267 PAGE 84 BIT PAVE �' a ASSESSORS PARCEL ~---_�UTILITY -' 3. LAND IS ZONED AS SHOWN ON PLAN 114-5-27 POLE=_ 4. EXISTING PARKING ON SITE AS SHOWN ` ----�_ --�/ TBM: TOTALS 33 SPACES INCLUDING TWO I.P. FND. FLUSH HANDICAP SPACES. ELEV = 300.26 �O i GRAPHIC SCALE INDEX OF SHEETS 0 WNE.R/APPLICA,NT; 40 0 20 40 80 160 SHEE T 1 OF 3 - EIS TING CONDITIONS PLAN WAL CON REALTY, L.L. C. (IN FEET) SHEET 2 OF 3 -- LA YO UT PLAN 161 BEL AIR DRIVE 1 INCH = FORTY FEET SHEET 3 OF e) — DETAIL SHEET LONCMEADO W, MA 01106--2727 1 ! NO. DATE BY REVISIONS DESIGN: GPH P,1�1 0'44.,� SCALE: PROJECT NUMBER 1 2/14/06 DJF ADDED EXISTING PARKING SPACES AND LIGHTS ON BUILDING & FRYDR� �'� sq`' _ EXrs�rNG coND�T�o Ns PLAN TA YLOR RENTAL 05243 p / Q o� DONALD ti! HORZ: 1 =40 j PLAN 22/2$/06 GPH ADDED RELOCATED FUEL TANKS AND LP GAS LOCATIONS DRAFTING: GPH J. FRYDRYKSl E No-35839 VERT: N/A SLEET NUMBER 3 Converse Street, Suite 203 CHECKED: DJF �Fc, ; �° � 221 SPRI.NGFIELD ,STREET 1 OF 3 Palmer, MA 01069 APPROVED: DJF DATE: 1/11/06 AGA WAM, MA 05243-2.dwg V) I.P. ._.^•(,I) cn FU. 3Qd 0�, a -�-•-_._._ GRASS ASSESSORS PARCEL a ` 115-8-13 ASSESSORS PARCEL BERM t o 226.51 1 FD: El L 1 < o PROP. $0'7C10 �" PROPOS® ---___ ASSESSORS PARCEL HT TYP. `--- - -__ --__ I15-8-12 1 ADDITION � K WALL Q --�-�-------D D -z— TP-] - - -- =-..-k LAND IS ZONED BUSfN .......:.- _-= -_ f dLND S ZONED INDUSTRIAL A - - TAYLOR DENTAL r � PROPOSED PO w ASSESSORS PARCEL \ #221 SPRIN FIELD ST. N F DRIVE-UNDER 115-8-11 F.F. 30 . ) u WALCON REALTY PROPOSED _ ---- V) bANOPY ..._...... ...-.... ter' COMPANY EROSION 1 P_R43P. CONTROL 1E _ 1 D RYW ELLBARRIER \ TYP 256.90 --f \ PROP. FUEL TANKS W \ \ s CONTAINMENT CHAMBERS \ Ex_ Li `T - spAc_`�_- -y w 1 - DIESEL ® 300 GAL. �-- 75w 1 - KEROSENE 0 300 GAL. PROPOSED~` D RET. WALL S 3°�� PROPOSED `�`�S• j / � =f'. ; -. aD DOCK, ELEV. 2 5f PRO OSED `� - BIT. P VE s w. . 1 0 SPACES04 S 8 GENERAL NOTES: 539.78' co d 1. DEED REFERENCE BOOK 14624 PAGE 8 RELOCATED _ � 2. PLAN REFERENCE PLAN 267 PAGE 84 �- 3. LAND IS ZONED AS SHOWN ON PLAN DUMPSTER W r ASSESSORS PARCEL -~----- . �- 4. EXISTING PARKING ON SITE AS SHOWN SCREENED 11`E•-5-27 LP GAS �----- �� TBM: TOTALS 33 SPACES INCLUDING TWO FENCING & STORAGE & I.P. FND. FLUSH HANDICAP SPACES. GATE DISPENSING ELEV = 300.25 W/ FENCING GRAPHIC SCALE INDEX OF SHEETS 0 WNER/APPLICANT: 40 0 20 40 SO 160 SHEE T 1 OF 3 -- EXI S TING CONDITIONS PLAN TEAL CON REALTY, L.L. C. (IN FEET) SHEE T 2 OF 3 - LA YO UT PLAN 161 BEL AIR DRIVE 1 INCH = FORTY FEET SHEET 3 OF 3 — DETAIL SHEET LONGMEADOY, CIA Q 1106-2727 NO. DATE BY REVISIONS SCALE: PROJECT NUMBER 1 2/14/06 DJF ADDED EXISTING PARKING SPACES AND LIGHTS ON BUILDING ��pp D DESIGN: GPH :S,�PL��:o�rLDss9c. TAYLOR RENTAL 05243 2 2/28/06 GPH ADDED RELOCATED FUEL TANKS AND LP GAS LOCATIONS r� o� C?ONALi7 HORZ: 1 =40 LA YOUT PLAN Z�i/lGG7� XJ an DRAFTING: GPH s J. FRYDRYK :' SITE PLAN SHEET NUMBER .UVIL 358 VERT' N/A f�o. 35B39 3 Converse Street, Sete 203 4 ' CHECKED: DJI= A 9 �� 221 ,S'PRI.11rG.F'IELD STREET ~� ors i�� a� Palmer, MA 01 009 y/CFIAL� AT�ITAIYI 11�A � OF 3 APPROVED: DJF DATE: 1/11/06 A. , 05243-2.dwg OVERFLOW PIPE 10' MAX. 10' MAX. , BALED HAY OR STRAW PROPOSED DOWNSPOUT 6"x6" 10/10 WELDED _ WRE FABRIC ; BALES BUTTED CLASS "C" CONCRETE TOGETHER FILL VOID WITH WATER 8._0" A PROOF CAULK x �w YFINISH GRADE SILT FENCE 3" 3" - � . �_. `�` � (SEE DETAIL) CAP FOR CLEANOUT " s" MIN,-/ FLOW (SCREW—IN) -- WEDGE LOOSE STRAW BETWEEN BALES TO " 040 oq o o ~ ELEVATION = ' CREATE A CONTINUOUS \ \ \ \ \ \ FINISH GRADE s BARRIER ,/i./i,/�, 2" CLEAR ' 2"x2"x3' LONG STAKES f r A OR REBAR EACH BALE 8'-6" MIN. EROSION CONTROL NOTES = s (2 STAKES PER BALE) GRAVEL BASE (IF REQUIRED 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BY TOWN ENGINEER) BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. PLAN STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIATED AND MAINTAINED DURING 1"x2" WOOD STAKE _ CONCRETE DUMPSTER PAD ALL PHASES OF CONSTRUCTION. SELF-SUPPORTING MIN. LENGTH: 3 --6 © SILT FENCE FABRIC N.T.S. 2. ALL EROSION CONTROL MEASURES ARE TO BE DIRECTION OF BINDING MAINTAINED AND UPGRADED AS REQUIRED TO FINISH GRADE WIRE OR TWINE ACHIEVE PROPER SEDIMENT CONTROL DURING COMPACTED CONSTRUCTION. BACKFILL _ TO DRYWELL FLOW 1 2'--6" MIN. 6" PVC 1.0% MIN. SLOPE 3. STOCKPILES OF SOIL SHALL BE SURROUNDED BY HAYBALES AND/OR SILT FENCE. BURY TO A /�c ryp /� r 4. ALL DISTURBED AREAS SHALL BE GRADED AND DEPTH OF 4" 12" MIN. ROOF DRAIN CONNECTION COVERED WITH 4" OF LOAM AND SEEDED. SLOPES EXTEND 6" OF FABRIC GREATER THAN 4:1 SHALL BE MULCHED. BELOW GROUND AND 7RECOMPACTED N.T.S. ALONG BASE OF TRENCH BACKFILL sEcTION EROSION CONTROL BARRIER DETAIL N.T.S. HEAVY DUTY MANHOLE COVER (MATCH TO GRADE) 1" TOP COURSE 12" MIN. GRAVEL BORROW 12 FINISHED GRADE 2" BINDER COURSE TYP. TOP 6" TO BE PEASTONE a °o° „' 000 MIN. 12 GRAVEL �DooO NOTES: K oG BORROW �oJo�p°pQo� 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE 1988 MASS. PRECAST CONCRETE LEACHING ? v� °�°��°QO�° HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS & BRIDGES AND THE 1994 CHAMBER 8'-0" DIAM. SUPPLEMENTAL SPECIFICATIONS. 3/4" WASHED STONE ` PAVEMENT SECTION 2. ALL DISTURBED AREAS SHALL BE RETURNED TO THE ORIGINAL GRADES & SHALL BE COVERED WITH STONE A MINIMUM OF 4" OF PLANTABLE SOIL BORROW AND SEEDED OR SHALL RECEIVE PAVEMENT PATCH. " o MINI L 6" P.V.C. AT 1.0% N.T.S. 4 P.V.C. AT 0% TO CONNECT I _ 3. LOCATIONS OF UTILITIES SHOWN HEREON ARE THE RESULT OF SURFACE EVIDENCE AS LOCATED BY TO ADJACENT CHAMBER FIELD SURVEY, PLANS OF RECORD, AND OTHER AVAILABLE SOURCES. THIS PLAN DOES NOT FILTER FABRIC NECESSARILY DEPICT THE EXACT LOCATIONS OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME WITHIN ALL AROUND THE PREMISES SURVEYED. EXISTING SEWER ON CALKINS ROAD IN THE AREA OF THE PROPOSED L--E— A CROSSING SHALL BE LOCATED BY THE USE OF TEST PITS AT THE TIME OF CONSTRUCTION. NOTE:SYSTEM COMPONENTS SHALL N 4. THE CONTRACTOR SHOULD VERIFY THE EXISTING CONDITIONS TO HIS SATISFACTION PRIOR TO BE DESIGNED TO WITHSTAND BEGINNING ANY EXCAVATION. "DIG SAFE" SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO BEGINNING H-20 LOADING. ANY WORK. LEACHING CHAMBER DETAIL N.T.S. NO. DATE BY REVISIONS DESIGN: GPH jH O� >1qs SCALE: TALGR RENTAL PROJECT NUMBER 1 2/14/06 DJF REVISED LEACHING CHAMBER DETAIL (REMOVED PAVEMENT) SIMUMN & PMYDRYj� ��P�. sycy HORZ: N A DETAIL SHEET 05243 YJ 1�.111 q DOIVAtC� S1L.C111 DRAFTING: GPH ti J. FRYDRYK s^ 358 VERT. N IA SHEET NUMBER �0 35839 3 Converse Street, Suite 203 CHECKED: DJF �90 9�r�sTEP�o�``a 221 SPRINGFI.E'LD STREET , CIA 01069 S`�"A�E��` AGAWAM MA � �� APPROVED: DJF ` DATE: 1/1�/06. ._....— � 05243--2.dwg CB U) U-POLE #25/T FD. CB c 304, SIGN ° GRASS ASSESSORS PARCEL d ` ST R 115-8-13 ASSESSORS PARCEL BIT. gOXGE 115-8--12 BERM CB ° 226. �' SIGN -- __—` -�. FENCE 5 \ 308.00, I.P. r�r► "-t CB �� / ,D U-POLE�� I -- -- -- r #1178/A Q GB 2 RIM 299.88 --INV 294.78 SIGN 7 ARCEL ` ` -- M H 3 _ -- ASSESSORS P BRIM 299.41 p 3 RCP � 12,. RCP INV DEED LINE FENCE � INV 290.31 � 292.45 D D LIGHT D -�D 3' RCP �`- --- LAND !S ZONED BUSINESS T -1 ° 175W D MH 2 INV LAND IS INV ZONED INDUSTRIAL A ___ °1 TAYLOR RENTAL r 2-8 • r ASSESSORS PARCEL 296\ J "" cn I , -____ \ #221 SPRINGFIELD ST. "� � EfV 115-8-1i WALCON/REALTY I o --- (F.F 31{{1.9t} � 290.7 COMPANY i REMOVE 4 U- FENCE ° FUEL / 7�_ 5 POLED I I SIGN TANKS 1 J }o v 258.90' _ SHED - y / DUMPSTE _ram- w / 4 / EX. LIGHT ©� SPACv-S REMOVE OR BQLLARD 7.5W w RELOCATE ' (TYP.)1 SHED RELOCATE RELO ATE MH 1 DUMPSTER FUEL NKS RIM 300.88 a S H 4 w S" TP-2 INV1 297.811 �, INV2 298.88 RI 300.50 s iN 1 293.3 & PVC IN ,2 295. EDGE OF RIM 299:58 ° INV 292.78 PAVEMENT ;' - /f/ 1 1) SPACESGENERAL t S.B. . -U^T LI I TY U-- � -Y � � ; STORAGE 1. DEED REFERENCE BOOK 14624 PAGE 8 POLE CONTAINERS UTILITY 539-Z$ I `� PALE 2. PLAN REFERENCE PLAN 267 PAGE 84 REMOVE -� POLE BIT PAVE ASSESSORS PARCEL � ----__.UTILITY 3. LAND IS ZONED AS SHOWN ON PLAN E14-5--27 POLE-- 4, EXISTING PARKING ON SITE AS SHOWN __ �. �� TBM: TOTALS 33 SPACES INCLUDING TWO I.P. FND. FLUSH HANDICAP SPACES. ELEV = 300.26 GRAPHIC SCALE INDEX OF SHEETS 0 WNER/A.PPLICA,NT. -- 40 0 20 40 80 160 • SHEE T 1 OF 3 -- EXISTING CONDITIONS FLAN WAL COAT .REALTY, L.L. C. (IN FEET) S,IIEE T 2 OF 3 - LA YO UT PLAN 161 BEL AIR DRIVE 1 INCH = FORTY FEET SII., E T 3 OF 3 - DETAIL SHEET L ONGMEAD 0 W, MA 0110 O--2 72 7 NO. DATE BY REVISIONS DESIGN: GPH ��OF A%ssq SCALE: ' ECT':' NUMBER 1 2/14/06 DJF ADDED EXISTING PARKING SPACES AND LIGHTS ON BUILDING 0 TAYLOR RENTAL 05243 2 2/28/06 GPH ADDED RELOCATED FUEL TANKS AND LP GAS LOCATIONS ` +1 �o� �o A [z �, HQRZ: 1 =40 .E'XISTING CONDITIONS' PLAN DRAFTING: GPH J. FRYpRYK I PLAN CIVIL �„ No. 35839 VERT: _N/A SHEET NUMBER 3 Converse Street, Suite 203 CHECKED: DJF ��G, ; ��° `� 221 SPRINGFIELD STREET � f /� Palmer, MA 01 069 APPROVED: DJF 1 DATE: 1f 11/06 AGA CAM, MA // 0l- 05243-2.dwg LJ} I.P. FD. a� o 300.pp, � GRASS ASSESSORS PARCEL 115-8-13 ASSESSORS PARCEL BIT. 115-8-12 BERM 0 226.51' Fb. o °l/ � 1 U �-- _ a- -- 'x100 `- - PROPOSED PROP. 8o ASSESSORS PARCEL LIGHT TYP. ---- 115-8-12 ADDITION WAS �D �----- D D � LIc HT , D `-- -- LAND I 1< TP-1 = = _: ====-=-:.=- --`. ; .-w-_ i7�w D BUSINESS - S ZONED ,..l.: .- _-- - -_ -- - _-- -_- ---__ - a i - v LAND J. 000: - _ -- - v ---- is b aiS ZONED INDUSTRIAL TAYLORDENTAL � 2 o cn 9 PROPOSED _...._, .:=> _ 221 SPRIN � FIELD ST. ASSESSORS PARCEL DRIVE-UNDER `,: :.. > : _ : - ..:: ...:. ._._.._: == _ # l ... _. �._._. F.F. 301.9t1 �. WALCON REALTY PROPOSED bANOPY .: --COMPANY --- 4 EROSION __ c�s PROP. - _ A :. CONTROL = 256. BARRIER j(0 (DRtt LL �r _ = / � � �►{ 4 PROP. FUEL TANKS W w SpAc�s CONTAINMENT CHAMBERS / x. LIGHT --'�-� DIESEL 300 GAL. '> -- 75W w D _ PROPOSED 1 KEROSENE � 300 GAL. - �r RET. WALL PROPOSED CD 1 LOADING D CK. :' . s' ELEV. 29'1:5p. 2., PRO OSED �' f. -` x .,' BIT. PAVE s Y. i jFY IL �. M MR ."r '> ' �� :<'• M "'" dam` zw PACES ENERA NO 539.78' c 1. DEED REFERENCE BOOK 14624 PAGE 8 2. PLAN REFERENCE PLAN 267 PAGE 84 RELOCATED 3. LAND IS ZONED AS SHOWN ON PLAN DUMPSTER W ASSESSORS PARCEL 4. EXISTING PARKING ON SITE AS SHOWN SCREENED 114 -5-27 LP GAS "---- �� TBM: TOTALS 33 SPACES INCLUDING TWO FENCING & STORAGE & I.P. FND. FLUSH HANDICAP SPACES. GATE DISPENSING ELEV = 300.26 W/ FENCING GRAPHIC SCALE INDEX OF SHEETS 0 WNER/APPLICANT: 40 0 20 40 80 160 SHEET 1 OF ' 3 - EXISTING CONDITIONS PLAN WALCON REALTY, L.L. C. (IN FEET) SHEET 2 OF 3 --- LAYOUT PLAN 161 BEL AIR DRIVE 1 INCH = FORTY FEET SHEET 3 OF 3 -- .DETAIL SHEET LONGMEADO THY, MA 0 1 1 06--2727 N0. DATE BY REVISIONS DESIGN: GPH SCALE: PROJECT NUMBER 1 2/14/06 DJF ADDED EXISTING PARKING SPACES AND LIGHTS ON BUILDINGSIIERM" & P.YDR� ��P� ss9c HORZ: 1"=40' LAYOUT PLA1V TA YLOR RENTAL 05243 2 2/28/06 GPH ADDED RELOCATED FUEL TANKS AND LP GAS LOCATIONS o` DONALD yG �,� �� DRAFTING: GPH FF3YJ�RYK n' SITE PLAN SHEET NUMBER civil_358 u, VERT: N1A- !�/ No. 35833 - 3 Converse Street, Suite 203 Q ' CHECKED: DJF 221 SPRINGFIELD STREET 9 < 2 ' �9n CIS T hF''�\,>�, ,2 OF 3 Palmer, MAC 01069 APPROVED: DJF DATE: 1/11/06 AGA WAM, MA 05243-2.dwg �_ qc,P OVERFLOW PIPE 10' MAX. 10' MAX. BALED HAY OR STRAW PROPOSED DOWNSPOUT sbxs" 10/10 WELDED ; WIRE FABRIC BALES BUTTED CLASS "C" CONCRETE TOGETHER FILL VOID WITH WATER 1211 PROOF CAULK fi .ja FINISH GRADE = (SILT FENCE SEE DETAIL) !SiS.p. CAP FOR CLEANOUT 1�4 � T == (SCREW—IN) 6" MEN,—/ FLOW I WEDGE LOOSE STRAW BETWEEN BALES TO u 0 0 ,, o 0 ELEVA11ON =— CREATE A CONTINUOUS FINISH GRADE 9 --- BARRIER /i ✓��/�./��/��/i�/i� 2" CLEAR " 2"x2'x3' LONG STAKES OR REBAR EACH BALE 8'-6" MIN. EROSION CONTROL NOTES _- - � (2 STAKES PER BALE) GRAVEL BASE (IF REQUIRED 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BY TOWN ENGINEER) BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. PLAN z STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE g AREAS WILL BE INITIATED AND MAINTAINED DURING 1"x2" WOOD STAKE CONCRETE DUMPSTER PAD ALL PHASES OF CONSTRUCTION. SELF-SUPPORTING MIN. LENGTH: 3'-6") I SILT FENCE FABRIC N.T.S. 2. ALL EROSION CONTROL MEASURES ARE TO BE DIRECTION OF BINDING MAINTAINED AND UPGRADED AS REQUIRED TO FINISH GRADE WIRE OR TWINE ACHIEVE PROPER SEDIMENT CONTROL DURING COMPACTED I _ CONSTRUCTION. BACKFILL TO DRYWELL 1 2'-6" MIN. 6" PVC 1.0% MIN. SLOPE FLOW 3. STOCKPILES OF SOIL SHALL BE SURROUNDED BY I HAYBALES AND/OR SILT FENCE. BURY TO A 4. ALL DISTURBED AREAS SHALL BE GRADED AND DEPTH OF 4" 12" MIN. ROOF DRAIN CONNECTION COVERED WITH 4" OF LOAM AND SEEDED. SLOPES EXTEND 6" OF FABRIC GREATER THAN 4:1 SHALL BE MULCHED. BELOW GROUND AND RECOMPACTED N.T.S. ALONG BASE OF TRENCH BACKFILL. SECION EROSION CONTROL BARRIER DETAIL N.T.S. HEAVY DUTY MANHOLE COVER (MATCH TO GRADE) - 1" TOP COURSE 12" MIN. GRAVEL BORROW 12" 2" BINDER COURSE TYP FINfSHED GRADE /F TOP 6" TO BE PEASTONE �o�p MIN. 12" GRAVEL ��000° NOTES- BORROW BORROW �0 �oo4p 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE 1988 MASS. PRECAST CONCRETE LEACHING Dv v - �,� - �,��O • HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS & BRIDGES AND THE 1994 CHAMBER 8'-0" DIAM. SUPPLEMENTAL SPECIFICATIONS. IM 5 71. 3 4" WASHED STONE I PAVEMENT SECTION 2. ALL DISTURBED AREAS SHALL BE RETURNED TO THE ORIGINAL GRADES & SHALL BE COVERED WITH STONE " o MIN. 6" P.V.C. AT 1.0%21 N.T.S. A MINIMUM OF 4" OF PLANTABLE SOIL BORROW AND SEEDED OR SHALL RECEIVE PAVEMENT PATCH. 4 P.V.C. AT 0% TO CONNECT _ 3. LOCATIONS OF UTILITIES SHOWN HEREON ARE THE RESULT OF SURFACE EVIDENCE AS LOCATED BY TO ADJACENT CHAMBER FIELD SURVEY, PLANS OF RECORD, AND OTHER AVAILABLE SOURCES. THIS PLAN DOES NOT FILTER FABRIC NECESSARILY DEPICT THE EXACT LOCATIONS OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME WITHIN ALL AROUND THE PREMISES SURVEYED. EXISTING SEWER ON CALKINS ROAD IN THE AREA OF THE PROPOSED CROSSING SHALL BE LOCATED BY THE USE OF TEST PITS AT THE TIME OF CONSTRUCTfON. NOTE- SYSTEM COMPONENTS SHALL z 4. THE CONTRACTOR SHOULD VERIFY THE EXISTING CONDITIONS TO HIS SATISFACTION PRIOR TO BE DESIGNED TO WITHSTAND BEGINNING ANY EXCAVATION. "DIG SAFE" SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO BEGINNING H-20 LOADING. ANY WORK. LEACHING CHAMBER DETAIL N.T.S. NO. DATE BY REVISIONS DESIGN: GPH �ti OF SCALE: PROJECT NUMBER 1 2/14/06 DJF REVISED LEACHING CHAMBER DETAIL (REMOVED PAVEMENT) Q �� Ass9 TA YrLOR RENTAL 05243 �✓ .�-R a� cti HORZ: N/A DETAIL SHEET ando DCIVILD �� SI11PE p.�AN SHEET NUMBER + DRAFTING: GPH s J. FRYDRYK r CIVIL Na 35839 VERT: N A 3 Converse Street, Sure 203 CHECKED: DJF °moo g� P�°�LQ 221 SPR.INGFI E'LD STREET 3 OF 3 Srcraat�NU� Palmer, MA 01069 APPROVED: DJF DATE: 1/11/06 AGAW AY, MA 05243—2.dwg DRAINAGE REPORT TAYLOR RENTAL SITE PLAN 221 SPRINGFIELD STREET AGAWAM,MA January 11, 2006 (Revised Feb 28, 2006) 44 OF MQ�` O� DONALD J. FRYDRYK u� O CIVIL No. 35630 9QFEGr Pti�' 1 S Prepared for: Walcon Realty LLC 161 Bel Air Drive Longmeadow, MA 01106-2727 Prepared by: Sherman&Frydryk Land Surveying and Engineering 3 Converse Street, Suite 203 Palmer, MA 01069 1a.d �,l�✓J n4 dw:J i TAYLOR RENTAL SITE PLAN 221 SPRINGFIELD STREET AGAWAM, MA Drainage Report January 11, 2006 (Revised February 28,2006) Introduction This report has been prepared to summarize improvements at the site of the proposed building addition located at 221 Springfield Street, Agawam, MA and to analyze storm water management on the site for existing and proposed conditions. A USGS Locus Map showing the general area of work is included in Appendix A. This report has been prepared in conjunction with a plan entitled "'Taylor Rental, Site Plan, 221 Springfield Street, Agawam, MA", by Sherman&Frydryk, Land Surveying and Engineering dated January 11, 2006. This project consists of construction of an 8,000 S.F. addition to the existing building on the site. A proposed bituminous apron will be constructed in the vicinity of the new loading docks. The project will include a roof leaders conveying stormwater runoff from the proposed addition roof to four underground leaching chambers as shown on the plans. These chambers will hold the stormwater until it leaches into the ground. In the event of a surcharge from the chambers the runoff will discharge at the downspouts and flow overland. Drainage Report Site Soils: According to the Soil Survey of Hampden and Hampshire County.(central part) soil snaps,the site falls entirely within the soil classification MeA, Merrimac sandy loam. Merrimac soils fall into hydrologic group A. These soil data were supplemented with 2 test pits,as shown on the"Existing Drainage Conditions"plan. Existing conditions: The site is entirely one drainage area(Subarea 101)flowing southerly toward the brook. Proposed conditions. The proposed conditions for this site maintain the same general flow patterns as for the existing conditions. (Subarea 201)flows southerly toward the brook. (Subarea 202) is from the roof runoff and flows directly to the underground leaching chambers <Pond 210>. Stormwater peak flows are mitigated through the use of the proposed leaching chambers. The above areas were evaluated for peak flows using the"HydroCAD"Stormwater Modeling System,using a 2-year 24 hour rainfall of 3.1 inches, a 10-year 24 hour rainfall of 4.5 inches,and a 100-year 24 hour rainfall of 6.5 inches as taken from the"Rainfall Frequency Atlas for the Northeast"compiled by the Soil Conservation Service. - - - - A summary of drainage calculations for existing conditions is contained in Appendix C of this manual. A summary of drainage calculations for proposed conditions is contained in Appendix D of this manual. See Table 1 for a summary of peak flows from each storm. TABLE 1 —SUMMARY OF PEAK FLOWS FOR EXISTING& PROPOSED CONDITIONS Existing 2-yr 10-yr 100-yr Proposed 2-yr 10-yr 100-yr Conditions storm storm storm Conditions storm storm storm Subarea cfs cfs cfs Subarea cfs cfs cfs (101) 1.58 3.09 5.42 (201) 1.89 3.26 5.26 SUMMARY The proposed peak flow rates for all storms analyzed will increase for the 2-yr and 10-yr storms and be reduced for the 100-yr storm. The increase in the 2-yr and 10-yr storms are small, 0.31 cfs and 0.17 cfs respectfully, and flow to the back of the site. As such,we believe this project will have a minimal impact on the existing watershed. An Operation and Maintenance Plan is included as Appendix E of the report. APPENDIX A LOCUS PLAN V 'Ir I \NV� si '• ,� /`. Y �1 . V 1Il LOCUS fl 71 wa ' � � � �^ � '�. •' •� fit. � .. • 'i •��_ 4 � ,R �� ,� � I 1°I� - �:�� y• ` � �'a'��'' �: -soh iOr To F1 Granger --• `�\ '• '�' _ �1 �1.4• WEST SPRINGFIELD QUADRANGLE LOCUS MAP PREPARED FOR TAYLOR RENTAL 221 SPRINGFIELD STREET AGAWAM MA DATE: 12/28/05 PROJECT NO: 05243 DRAFTING: GPH CHECKED: DJF APPROVED: DJF HORZ: 1"=2083' APPENDIX B SOILS INFORMATION .=r+' f SOIL SURVEY OF Hampden County, Massachusetts Central Part United States Department of Agriculture Soil Conservation Service I . In cooperation with Massachusetts Agricultural Experiment Station -sriri'�CIV COUNT'e, MASSACHUSE i-S. CENTRAL PART — SHEET NUMBER 32 _ Pac Wn6. Su VQ Ho8 H0 ur • AjA : .. .� "�i •� �ti •!� �.JGKfF1: A�Y•'� 1' ti a�[•�f�,. \ '„a1•l tl ':r ri Tire sp ��I -MeB y ., �..' j• .� I' ` ��!�. �: !=AAe �_� ` s i f'• r.•re;W :C -M:,�*��;fVr! ^-' r }e- 4•�1. i _ .y�!ti: r' .� Ire., �. ,.•• _a- �:4r l•'.�,:;v•MEA. •� -'; ;--��:,.. ti.• r '• t �.r .0 47 �• c t.: err ;: -. +: �; ! �:f�...1y4 1 r. .. •`MeC '��•' r 4, t3,.L'�l.� r_•-��.- r �� 'J _ f:•�•.'i' .Y.' r•,., ! i`� �.! �i•4 :� �?«% i'ti ;t r •1.y LOCUS a me .e ::;'.''"'4": -1.'=..,.. ±,'..'s;;_, y^7� i�-: Y ° ?I•�M� '�• � �f.� (�.� ., ��'�` .'R��"r '6. erl; -.r•.,c` _ .f�� !-.� .,,� 'jam •' '•.`� t is �Co• r�>' 1. ;( , :tea �=r�:.• II('''-+ •rivG• '... • -�.� "' .fr.• ��_• � •'=. ��"•;"� ,.t fir' r _� I<<hi� �=L -.r '� `l.5� •_ _ :�.�:'••�e8' ;J .x„y„��'i.' �=.:' _Say. 6• .�.�+ .ti�'�i,� �.,� dr,4. � 41: � �„ 1? ��. -'�` ..�.^•�• •��.,. ' •• � - a•}�� .-. r` a w tiI.„ ^•.r'^� r. ♦• :V izAi.. 1il,y-•.��t •�� * .� /s%1.�., /'C;:ynq�rr�..y Vr �Y*�'Y,S•,.. tidy '.-��' • •-• ff W Y �!.',j��1•�•f� p. n MeA' ;� " ,,.. � e *• yam, -. �.nt• •1. .•. ,M � n � rw 7. + �i•.V'�'� ''�,p �: -.'f l' '♦C. _�' iti.-�.. y' -:•a: GRRv6 :'1 ,.y _r"►.. �A��i A erm ♦ :: ` M• PIT a Me9 &AP '� y: .,�• X __ Si, . MeA ♦' {f.+ r .j t t Rsr Ss~ , k •P. A T: 47 sr -�.f* �'♦'.rt.�`� 1 i GRA VEL PIT. - S�'"' .r�� . t jyl, r: Wn ♦�S :y ♦ i .Mew. y. WnA �i 'GRAVEL PI�'., .y - �-i��• ; �s P• ''+ � N 7( ;y�eAj,y'� _ 1 �• ..AgA'. :�i, Me$ '�1Y y :�; _ •y S',JlllJ ri�l Wu~MCC ` Wa MCB Hlia . , 196 SOLL SURVEY TABLE 16.--SOIL AND WATER FEATURES--Continued :Hydra-� odina -:_ H Ovate Cab "-------^� Soil name and 1 logic, ; , i map symbol {group Frequency Duration :Months Depth ; Kind ;Months ; Depth ; Hard- !Potential frost nags Pq Charlton: ; ; Ft ; : 1 In ; 1CrC: Rock outcrop : part. Hollis part----i C/D !None--------; 1 >6.0 1 -_- 10-20 ;Hard !Moderate. Charlton part--I B !None--------: ___ ! , , : >64 1 ;Lax. Rock outcrop part. Hollis part----: C/D ;None-------_' � -�- � --- i >6.0 1 --- ! --_ ! 10-20 'lHard !Moderate. Deerfield: De---------------1 B ;None--------; - ; - : 1.0-3.O:Apparent;Dec-A r: >60 --- � P :Moderate. Eldridge: d -------------- C None-------- 1� ___ i ___ , 1.0-2.DiApparentlJan-Hay; >60 , --- ;Mader ate. Enfield: : EnA, EnB, EnC----: B :None-------- >6.0 � : , ! --- ! --- >60 --- ;Moderate. Enosburg: Es---------------: D ;None--------' --- --- ! 1 , � � ,0.5-1.O,Apparent,Nov-May! >60 ; --- ;Moderate. : Gloucester:GfB --- --------------� A None------- --- � , >6.0 ! --- ; --- ; >60 ;Hard ;Low. GhB, GhC, GxB, ! i GxC, GxD---------, A !None--- ----: --- --- 1 >6.0 --- --- , , - , , ' )60 --- ,Low. , Hadley: , 1 1 , , , Ha, HbA, HbB-----: B :Common------!Brier-----:Oct-Apr:3.0-6.0:Apparent:Nov-May! >6D : --- :High. i : : ! : Hinckley: , : : : , HgA, HgB, HgC, : : : : : : 1 , HgD, Hg£--------- A None--------; --- : ___ : >6.0 : --- : --- : >60 ; --- :Low. Holyoke: HoB HOC-------- ' C/D 'None------- ' ___ ' ___ ' 1 ' '� -� >fi.0 , --^ , --- : 10-20 ;Hard ;Moderate. 1 , 1HrC: - Holyoke part---: C/D :None--------� + ' ' ` + --- : >6.D : --_ ! ___ : 10-24 !Hard !Moderate. Rock outcrop : 1 part. : Limerick: It Lk--------------- C Frequent----!:Brief-----:Apr-Jun;4.5-1.5;Apparent:Jan-Jun: >60 : --- !High. + 1 , Ludlow: • LuB, LwB, LxB, ; LxC--------------' C None--------1 ___ ; _-- : 1.5-2.0:Perched :Nov-Apr: >60 : --- :High. 1 ; : Meckesville: : 1 MaB,' MaC, MaD, : MbB, MbC, MbD, I ; McB, McC, McD----; C 'None------- ' --- : --- :2 ' -' .5-3.51Perched !Nov-Apr: >60 : --- :Moderate. 1 1 , Merrimac: MeA, MeB, HeC, ! t MeD--------------1 A :None------- --- : --- : >6.0 : - : --- : >60 : --- !Low. Montauk: i ' MmB--------------I C :None--------: --- : --- ; 2-3 ;Perched !Apr-May; >60 : --- ;Moderate. See footnote at end of table. FORNI 11 - SOIL EVALUATOR' Fog, Page i aE' No. 0fZ43- Cr�e�(c rl3u�{dl�ny CIO. Date: ,2 o Flt_E : Sarat Forq 04043 Commonwealth of Massachusetts AGAWANl , Massachusetts Soil Suitability Assessment for On-site Sewrxgoe Dis�osgl Perar:ied By: ..AKT�I1.` ...C. 4 �?......._.._................................................. Date: 'Z(.°f°�.... WitnessedBy: ..N. ._.._._......._................................................................ ...:.................._..._.............................-.........................._----._....---- �... t1=111AaMAW ZZI S�riw� �;e�C� Street onv.M.,n.. Crocker j3fAddiA5 Tor IQYj &n I La t A4dmu. " ew+constructlan Lam! Rejoalr Cl O_Cf'tce Review Published Soil Survey Available: No ❑ Yes Year Published Publication Scale CA4�d4b Soil Mao Unic M&A-.....- Drainage Class _. Soil Lirnications . ............ » ..... _......_._ _r»__._..�. Surticial Geologic Report Available: No Yes Q Yeas Published Publication Scale Geologic Material (Map Unit) Landform �.. _�.. —•- ..._.. . ._... ... ....._ ... .._._ _._. ._ Flood Insurance Rate Map- Above 500 year flood boundary No VIYY, es Within 500 year flood bo=dary NoFyes ❑ Within 100 flood bound No ❑ Y� �Y Wetland Area_ National Wetland Inventory Map (map unit) _ _.__ .._. ..r_ Wetlands Conservancy Program Map (map unit) - Current Water Resource Z'20nnal itions (USGS): Month R,ingc :Above Normal QBelc^. Normal Q other References Reviewed: 4 cis Aarstovaa Fop-%t-darns yALUATOP, FOki�� Pa;a2af3 Location Address or Lot No. ZZI �P g S-tv-tit, Ajr,04,n 'AAA. Rr. 243 —C'rO4" 13,11Idir J ILF—' 0r t ro-ld 04043 Orgy-site review . Oeep Hole Number �...� ... Date:.. �Z. `.� Time:..r Weather Location {identify on site plans Land Use - Slope (efo} �. Surface Stones __... .... ..w _ . ...� .. . Vegetationf f if . .... .. . . __ ,..-..._ __..__..,.. ... _. �__ . ...,.. .. ... Landforrn . ._. _._,..... .. .... ...._.. . Position on landscape-{sketch on the backs $�. a�1" ��► #.•p.lar�.._.� __.........,�.� .. _ •... Distances from: Open Water Body Zoo feet Drainage way feet Possible Wet Area ZOO feet Property Line 2.2°...... feet Drinking Water Well >.1 d+! feet Other . .,. DEEP OBSERVATION MOLE LOG' Death from Soil Horizon Soil Texture Soil Cater Soil Other Sur'aca (lnrrhesl tUSOA) tMunselll Mordina {Structure.Stones. Boulders. Consistanw. Ye graveE) j P-� graUtf >to I Z ' F4 CL S) Sir E`-(A- or,A, A r 2„ g gr,a.n Ctsj p G S )oy�fs(a ININI r 4 h+ LtS XMIAr.0 AV e o Parent Material (geologic) ,,;, O Geoty ro-Grovndwar r. Standing Water in the Hole: tN&- l0 WReping trornPitFace: Hv n o estimated Seasame High Ground Water. r10 A0 ..-. Ph4-1 ►4-7Z - Dep A8Ptt0vto poltM-11-07r95 ! 20 Nl°,*£ Fx,Bing. rvx:yi 11 - SOIL EVALUATOR F'fl t} Page 3 of 3 5,arat Ford 04043 Location Address or Lot No. �2t__SPri"4icf� A9,Awam MA Determinat'oon for_Seasonal High_ Water Table Method Used: U Depth observed standing in observation hQie...._. ......_.. inches Depth weeping from side of observation hole ................... inches r�o P`Q Depth to soil mottles ..,... ..y . inches Ground water adjustment .-- _. feet Index Well Number Reading Date � Index well le veI Adjustment factor _. Adjusted ground water level ................................. ................ peaty of Naturally OccurrinSL Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Q6.5 If not,' what is the depth of naturally occurring pervious material? Certification i certify that on (date) I have passed the soil evaluator examination approved by the Department of EnvironmentatProtection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature 0 L, ate / 2m " DEP APPRO,61M FORK•1110719S a o�043 FOPIM 12 PERCOLATION SST LE: �4ra"� Location Address or Lot No, ZZI Sprin� �e(� �t�y'� COMMONWEALTH OF MASSACHUSETTS A6A'WAM , Massachusetts Percolation 'hest' Date: Time: ..._._-...__ Observation Hole ## P P P Depth of Pere'' To &i tc+m r ke(e. c Sr ►� Start Pre-soak End Pre-soak ro.4-� ' df Time at 1 2" & qwl 00 Time at Time at 6" Time W-61 a Rate Min./inch �� <i ' Minimum of 1 percolation test must be performed in both the primary area AND reserve.area. Site Passed . Site Failed Performed By: Witnessed By: Ig Comments: . cop AmtoVEa PORM-LsmrnJ APPENDIX C PRE-DEVELOPMENT DRAINAGE CALCULATIONS EXISTING BODY SHOP \ 0 {} STORAGE LIGHT POLE/ BOX U-POLE GRASS EXISTING ° {} HOUSE CB j l ° —MH 3 _ ROM 299.41 --X-RC� 12 I 290.31 i Q5 Tp-1 \ � 1 TAYLOR O10 1 RENTS L 1 1 (F.F. 3 5t) C � ° FUEL I TANKS / J C=l DUMPS R BOLLARD`V (TYP.) MH 1 1 a J 7P_2 \ RIM 3 8 IN V1 297-88 / IN V2 298.88 n J EDGE OF a i PAVEMENT )LA,TY POLE UTILITY STORAGE V --POLE tiTIUTY CONTAINERS POLE, - EXISTING DRAINAGE CONDITIONS PREPARED FOR TA YLOR RENTAL SPRINGFIELD STREET AGAWAM MA DATE: 12/28/05 PROJECT NO: 05243 DRAFTING: GPH CHECKED: DJF APPROVED: DJF I HORZ: 1"W60' 1 .01 Exist . Area of N Additimon Subca Reach o� Link Drainage Diagram for 05243-EX FPrepared by SW-WWw&WOODS,Lana SmeyhV& n9 1212MAM ►iydmCADO7.12 sin O01287 02005 HydmCAD Software Soludom LLc 06243-EX Type I1124-hr 2 Year Rainfall=3.10" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 1 droCAD®7.12 stn 001267 ®2005 HydroCAQ Software Solutions LLC 1 1 812005 Subcatchment 101: Exist. Area of New Addition Runoff - 1.58 ds; @ 12.08 hrs, Volume= 0.111 af, Depth= 1.20" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.50-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2 Year Rainfall=3.10" Area (so CN Description 45,005 76 Gravel roads, HSG A -T 3,390 98_ Paved parking& roofs_ 48,395 78 Weighted Average 45,005 Pervious Area 3,390 Impervious Area Tc Length Slope Velocity Capacity Description (min} (feet) ( ft) (ftlsec) _ (cfs) 5.0 Direct Entry, 05243-EX Type 111 24-hr 10 Year Rainfall=4.50" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 2 HydroCAD®7.12 sin 001267 0 2005_HydroCAD Software Solutions LLC 12/28/2005 Subcatchment 101: Exist Area of New Addition Runoff = 3.09 cfs @ 12.08 hrs, Volume= 0.212 af, Depth= 2.29" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.50-30.00 hrs, dtt= 0.01 hrs Type III 24-hr 10 Year Rainfall=4.50" Areas CN Description 45,005 76 Gravel roads, HSG A _ 3,390 98 Paved parking & roofs 48,395 78 Weighted Average - - 45,005 Pervious Area 3,390 Impervious Area Tc Length Slope Velocity Capacity Description _ (min) (feet) _ (ft(ft) (ft/sec) (cfs) - 5.0 Direct Entry, 05243-EX Type 11124-hr 100 Year Rainfall=6.50" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 3 HydroCAD®7.12 sln 001267 ®2005 HydroCAD Software Solutions LLC 12/28/2005 Subcatchment 101: Exist, Area of New Addition Runoff w 5.42 efs @ 12.07 hrs, Volume= 0.373 af, Depth= 4.02" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.50-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100 Year Rainfall=6.50" Area sf) CN Description 45,005 76 Gravel roads, HSG A 3,390 98 Paved parking.& roofs 48,395 78 Weighted Average 45,005 Pervious Area 3,390 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet} (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, APPENDIX D POST-DEVELOPMENT DRAINAGE CALCULATIONS i 4 EXISTING BODY SHOP �-� GRASS EXISTING o {} HOUSE cl/ i t RAPos� \ — aD>31T�N 1 PR POSED DRIVE-- ® UNDER CAN OP \ p TAYLPR O RENT L � n (F.F. 3CM St) 9 � / ch n { N PROP. DRYWELI� k (TYP) PROPOSED BOLLARD LOADING DOCK, n (TYP ) ELEV. 29Y.S PRO SED RET. LL BIT. PAVE o - - o PROPOSED DRAINAGE CONDITIONS PREPARED FOR TA YLOR RENTAL SPRINCFIELD STREET ACAWAM MA DATE: 12/28/05 PROJECT NO: 05243 DRAFTING: GPH CHECKED: DJF APPROVED: DJF HORZ: 1"=60' A 202 Dry Well Addition Roof 201 Remainder of Site SUbCB Reach art d Drainage Diagram for 05243-PR Papered by&ERMAN&WOODS,Land SuneybV&Enpin oft i 212&2005 Hydr*CADS 7.12 sfi 001267 0 2005 HydroCAD Software Soludoru LLC 05243-PR Type 11124-hr 2 Year Rainfall=3.10" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 1 ICI(droCADV 7.12 s/n 001267 0 2005 HydroCAD Software Solutions LLC 12/28/2005 Subcatchment 201: Remainder of Site Runoff = 1.89 cfs @ 12.08 hrs, Volume= 0.129 af, Depth= 1.67" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.05-30.00 hrs, dt-- 0.01 hrs Type III 24-hr 2 Year Rainfall=3.10" Area (sf)___CN Description 23,315 76 Gravel roads, HSG A 17,090 98 Paved parking & roofs 40,405 85 Weighted Average 23,315 Pervious Area 17,090 Impervious Area Tc Length Slope Velocity Capacity Description - (min) _ (feet) (ft(ft) (fttsec) (cfs) -� 5.0 _ Direct Entry, Subcatchment 202: Addition Roof Runoff - 0.57 cfs @ 12.07 hrs, Volume= 0.044 af, Depth= 2.87" Runoff by SCS TR-20 method, UH=SCS,Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2 Year Rainfall=3.10" Area (sf) CN Description 8,000 98 Paved parking & roofs 8,000 Impervious Area Tc Length Slope Velocity Capacity Description min feet ft/ft ft/sec cfs 5.0 Direct Entry, Pond 210: Dry Well Inflow Area = 0.184 ac, Inflow Depth = 2.87" for 2 Year event Inflow - 0.57 cfs @ 12.07 hrs, Volume= 0.044 of Outflow - 0.16 cfs @ 11.78 hrs, Volume= 0.044 af, Atten= 73%, Lag= 0.0 min Discarded = 0.16 cfs @ 11.78 hrs, Volume= 0.044 of Routing by Stor-Ind method, Time Span= 0.05-30.00 hrs, dt-- 0.01 hrs Peak Elev= 292.60'@ 12.40 hrs Surf.Area=452 sf Storage= 320 cf Plug-Flow detention time= 9.1 min calculated for 0.044 of(100% of inflow) Center-of-Mass det. time= 9.1 min (765.3- 756.1 ) 05243-PR Type /1124-hr 2 Year Rainfall=3.10" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 2 HydroCAD®7.12 sln 001267 0 2005 HydroCAD Software Solutions LLC 121 8/2005 Volume Invert Avail.Storage Storage Description #1 291.00' 555 cf 12.00'D x 5.00'H Vertical ConelCylinder x 4 2,262 cf Overall-675 cf Embedded = 1,587 cf x 35.0%Voids #2 292.00' 675 cf 7.33'D x 4.00'H Vertical Cone/Cylinder x 4 inside#1 ~� 1,231 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 0.00' 15.000 inlhr E41tration over Surface area Discarded OutFlow Max-0.16 cfs @ 11.78 hrs HW=291.05' (Free Discharge) L1=Exfiltration (Exfiltrafion Controls 0.16 cfs) 05243-PR Type 11124-hr 90 Year Rainfall=4.50" Prepared by SHERMAN & WOODS, Land Surveying & Engineering Page 3 HydroCAD®7.12 s/n 001267 0 2005 HydroCAD Software Solutions LLC _ _ _ w _ 12/28/2005 Subcatchment 201: Remainder of Site Runoff = 3.26 cfs @ 12.07 hrs, Volume= 0.225 af, Depth= 2.91" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.05-30.00 hrs, dt=0.01 hrs Type III 24-hr 10 Year Rainfall=4.50" Area (sf) CN Description 23,315 76 Gravel roads, HSG A 17,090 98 Paved parkiN&roofs 40,405 85 Weighted Average 23,315 Pervious Area 17,090 Impervious Area Te Length Slope Velocity Capacity Description _(min) (feet) (fVft) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment 202: Addition Roof Runoff - 0.84 cfs @ 12.07 hrs, Volume= 0.065 af, Depth= 4.26" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.05-30.00 hrs, dt- 0.01 hrs Type III 24-hr 10 Year Rainfall=4.50" Area �sf) CN Description _ 8,000 98 Paved parking & roofs 8,000 Impervious Area Te Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 5.0 Direct Entry, Pond 210: Dry Well Inflow Area = 0.184 ac, Inflow Depth = 4.26" for 10 Year event Inflow - 0.84 cfs @ 12.07 hrs, Volume= 0.065 of Outflow = 0.16 cfs @ 11.68 hrs, Volume= 0.065 af, Atten= 81%, Lag= 0.0 min Discarded = 0.16 cfs @ 11.68 hrs, Volume= 0.065 of Routing by Stor-Ind method, Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Peak Elev= 293.86' @ 12.50 hrs Surf.Area= 452 sf Storage=658 cf Plug-Plow detention time=20.9 min calculated for 0.065 of(100% of inflow) Center-of-Mass det. time=20.9 min ( 769.8-748.9) 06243-PR Type 11124-hr 10 Year Rainfall=4.50" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 4 droCADO 7.12 s/n 001267 ®2005 ftdroCAD Software Solutions LLC 12128 2005 Volume Invert Avail.Storage Storage Description #1 291.00' 555 cf 12.00'D x 5.00'H Verfical Cone[Cylinder x 4 2,262 cf Overall -675 cf Embedded= 1,587 cf x 35.0% Voids #2 292,00' 675 cf 7.33'D x 4.00'H Vertical Cone/Cylinder x 4 Inside#1 1,231 cf Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 0.00' 15.000 infhr Exfiltration over Surface area Discarded OutFlow Max=0.16 cfs @ 11.68 hrs HW=291.05' (Free Discharge) L1=E01tration (Exfiltration Controls 0.16 cfs) 06243-PR Type 11124-hr 100 Year Rainfal1=6.50" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 5 HydroCAD®7.12 sln 001267 ®2005 HydroCAD Software Solutions L.LC 12/28/2005 Subeatchment 201: Remainder of Site Runoff = 5.26 cfs @ 12.07 hrs, Volume= 0.369 af, Depth= 4.78" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.05--30.00 hrs, dt-- 0.01 hrs Type III 24-hr 100 Year Rainfall=6.50" Area 0 CN Description 23,315 76 Gravel roads, HSG A __ 17,090 98 Paved parking & roofs _ 40,405 85 Weighted Average 23,315 Pervious Area 17,090 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) _(NM (ft/sec) (cfs) 5.0 Direct Entry, - Subcatchment 202: Addition Roof Runoff - 1.21 cfs c@ 12.07 hrs, Volume= 0.096 af, Depth= 6.26" Runoff by SOS TR-20 method, UH=SCS, Time Span= 0.05-30.00 hrs, dt-0.01 hrs Type III 24-hr 100 Year Rainfall=6.50" Area (sf) CN Description 8,000 98 Paved Parking &roofs T w 8,000 Impervious Area Tc Length Slope Velocity Capacity Description min feet ft/ft) (fUsec) (cfs 5.0 Direct Entry, Pond 210: Dry Well Inflow Area= 0.184 ac, lnflow Depth = 6.26" for 100 Year event Inflow = 1.21 cfs @ 12.07 hrs, Volume= 0.096 of Outflow = 0.16 cfs @ 11.60 hrs, Volume= 0.096 af, Atten= 87%, Lag= 0.0 min Discarded = 0.16 cfs @ 11.60 hrs, Volume= 0.096 of Routing by Stor-Ind method, Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Peak Elev=295.82'@ 12.58 hrs Surf.Area= 452 sf Storage= 1,183 cf Plug-Flow detention time= 43.2 min calculated for 0.096 of(100% of inflow) Center-of-Mass det. time= 43.2 min (786.2-743.1 ) 05243-PR Type ///24-hr 100 Year Rainfall=6.50" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 6 droCAD®7.12 s/n 001267 0 2005 ftdroCAD Software Solutions LLC 12/28/2005 Volume Invert Avail.Storage Storage Description #1 291,00' 555 cf 12.00'D x 5.00'H Vertical Cone/Cylinder x 4 2,262 cf Overall-675 cf Embedded = 1,587 cf x 35.0% Voids #2 292.00' 675 cf 7.33'D x 4.00'H Vertical ConE Cylinder x 4 Inside#1 1,231 cf Total Available Storage Device Routing Invert _Outlet Devices _ #1 Discarded 0.00' 15.000 inlhr Exfiltration over Surface area Discarded OutFlow Max=0.16 cfs @ 11.60 hrs HW=291.05' (Free Discharge) L1=Exfiltration (Exfiltration Controls 0.16 cfs) r APPENDIX E OPERATION AND MAINTENANCE PLAN OPERATION & MAINTENANCE PLAN Taylor Rental 221 Springfield Street Agawam, MA The owner of the property,upon completion of this project,will be Walcon Realty, L.L.C., 161 Bel Air Drive, Longmeadow, MA 01106, and will become responsible for the operation and maintenance of the stormwater system upon completion of construction. Crocker Building Company, 186 Stafford Street, Springfield, MA 01104, will be responsible for the operation and maintenance of the temporary erosion control measures during construction and the stormwater management system during the construction phase of the project. Erosion control measures shall be installed and maintained as shown on site plans for the project in accordance with details shown on the plan. Erosion control shall be maintained as detailed on the site plans. The following maintenance and inspection recommendations are taken from DEP's Stormwater Management Technical Handbook and shall become part of the operation and maintenance plan for the stormwater management system located on the site: All stormwater management devices shall be thoroughly cleaned immediately after any spill which may occur on site. All stormwater management components shall be inspected on a monthly basis during the first six months of operation after the completion of construction. At least three monthly inspections of the stormwater management system must take place during the first growing season after the completion of construction. Roof Gutters: Gutter screens shall be installed in the roof top gutters over the downspouts to trap particles, leaves and other debris. These must be cleaned twice a year in order to allow free flow of the runoff to the dry wells and prevent overflow of the gutters. Dry Wells: Dry wells shall be inspected after every major storm in the first few months after construction to ensure proper stabilization and function. Thereafter, the dry well shall be inspected at least once per year. Water depth within the drywell shall be observed by removing the manhole cover and shall be measured at 0, 24,and 48 hour intervals after a storm. Any significant water remaining in the dry well after a period of 48 hours after a storm could indicate that the dry well is not functioning properly. If water remains in the dry well after 48 hours of a storm,an additional set of observation shall be made at 0,24,and 48 hours after the next subsequent storm. If the dry well again fails to drain,the owner shall be responsible to initiate steps for the repair or replacement of the dry wells. DRAINAGE REPORT TAYLOR RENTAL SITE PLAN 221 SPRINGFIELD STREET AGAWAM, MA January 11, 2006 OF MASs.4 o` DONALD C, J. FRYDRYK ry ca CIVIL -; N .35839 A p O Q fpA� 0/ P� S Prepared for: Walcon Realty LLC 161 Bel Air Drive Longmeadow, MA 01106-2727 Prepared by: Sherman&Frydryk Land Surveying and Engineering 3 Converse Street, Suite 203 Pahm, MA 01069 Ln IAN 2 7 2006 y zc 0 d. q 3 D ~' rn a C). N TAYLOR RENTAL SITE PLAN 221 SPRINGFIELD STREET AGAWAM, MA Drainage Report January I1, 2006 Introduction This report has been prepared to surcrnarize improvements at the site of the proposed budding addition located at 221 Springfield Street,Agawam, MA and to analyze storm water management on the site for existing and proposed conditions. A USGS Locus Map showing the general area of work is included in Appendix A. This report has been prepared in conjunction with a plan entitled "Taylor Rental, Site Plan, 221 Springfield Street,Agawam, MA",by Sherman&Frydryk, Land Surveying and Engineering dated January 11, 2006. This project consists of construction of an 8,000 S.F. addition to the existing building on the site. A proposed bituminous apron will be constructed in the vicinity of the new loading docks. The project will include a roof leaders conveying stormwater runoff from the proposed addition roof to four underground leaching chambers as shown on the plans. These chambers will hold the stormwater until it leaches into the ground. In the event of a surcharge from the chambers the runoff will discharge at the downspouts and flow overland. Drainage Report Site Soils: According to the Soil Survey of Hampden and Hampshire County(central part) soil maps, the site falls entirely within the soil classification MeA, Merrimac sandy loam Merrimac soils fall into hydrologic group A. These soil data were supplemented with 2 test pits, as shown on the`Existing Drainage Conditions"plan. Existing conditions: The site is entirely one drainage area(Subarea 101)flowing southerly toward the brook. Proposed conditions: The proposed conditions for this site maintain the same general now patterns as for the existing conditions. (Subarea 201)flows southerly toward the brook. (Subarea 202)is from the roof runoff and flows directly to the underground leaching chambers<Pond 210>. Stormwater peak flows are mitigated through the use of the proposed leaching chambers. The above areas were evaluated for peak flows using the"HydroCAD"5tormwater Modeling System using a 2-year 24 hour rainfall of 3.1 inches, a 10-year 24 hour rainfall of 4.5 inches, and a 100-year 24 hour rainfall of 6.5 inches as taken from the"Rainfall Frequency Atlas for the Northeast'compiled by the Soil Conservation Service. 1 A summary of drainage calculations for existing conditions is contained in Appendix C of this manual. A sunnnary of drainage calculations for proposed conditions is contained in Appendix D of this manual. See Table 1 for a sumnary of peak flows from each storm TABLE 1 —SUMMARY OF PEAK FLOWS FOR EXISTING& PROPOSED CONDITIONS 1 Existing 2-yr 10-yr i 00-yr Proposed 2-yr 10-yr 100-yr Conditions storm storm storm Conditions storm storm storm Subarea cfs cfs cfs Subarea cfs cfs cfs (101) 1.58 3.09 5.42 (201) 1.89 3.26 5.26 SUMMARY The proposed peak flow rates for all storms analyzed will increase for the 2-yr and 10-yr storms and be reduced for the 100-yr storm The increase in the 2-yr and 10-yr storms are small, 0.31 cfs and 0.23 cfs respectfWly, and flow to the back of the site. As such, we believe this project will have a minimal impact on the existing watershed 3 f APPENDIX A LOCUS PLAN V \ / _.1{" �COY � � •' LOCUS ;•• :' NA High 616/ 202 �� I art••, v � i.•r t ti ,y, /' `'emu �7� �� - .�.. .�`:• •��• '� ��• �i� 3 ,-.��'r� :13 nK •i�,• �IIwYxs,• �' r�— '•t 1 Sm hB M �+f�� lei .E t6t ling EMU Granger - WEST SPRINGFIELD QUADRANGLE LOCUS MAP PREPARED FOR TAYLOR RENTAL 221 SPRINGFIELD STREET AGAWAM MA DATE: 12/28/05 PROJECT NO: 05243 DRAFTING: GPH CHECKED: DJF APPROVED: DJF I HORZ: 1"=2083' APPENDIX B SOILS INFORMATION y r : c. '. . C I SOIL SURVEY OF Hampden County, Massachusetts Central Part !� 1 United States Department of Agriculture Soil Conservation Service VkUmAl In cooperation with Massachusetts Agricultural Experiment Station HAMPDEN COUNTY, MASSACHUSET--S, CENTRAL PART — SHEET NUMBER 32 PaC Wn8 Su Ng Hoe Ho ;; :.•ice-� .. 1 •• b+�� }J .ti; :�7 h 1 •::..,ir'l�•• r M1 •-•'4 i r�r��s `,.• .tj�� i f^ i ti.•4, �1' !•�Y •* L �•, �'i � �"'• •1, •� f �`, �` . 'a ''•,may-.-i. ` •'� r l. rtC -Mae " L �!\ 1.h'S J � �- .%: I'1T:.M'e 'ti` ° s tY .1:. HOB •.�ti' •p:f'•:..i •.� _J! f ,; � ' .r,' � �(� -�' ` :�. '�`Y i. •. � c �, ..r;'., e. � �y• .f -.�- f.r.lME/; r!T ^'• �� = \, r •NJr- r a �,. •.• � ,I �•�- �1 I� Z t4 1 '.+ '�eL9•.7 r i_'�"ji .•+��^�.t�'y`, "• r' -�+'��• LOCUS ��'.`�`,T�4fCC.r �_' A +v� � ,� •'�':.. 'ice \ 'r` '"]ten �`�= •1 •� �~ tr t .�_. ; 4• r f;. •r��,T�"yr��Si' r. � jam. � i' ... t ''-..- fP' �' r�^ •�... Mai' r, .".,�.`~r. �ns�.;J*'s • ' _ , .� +'; r y •4ty .�•''' _'�..:. �' "M •' h T�, ' ` •. ! •��i.,' 'fit _ .4 _ don r I 1 ify � • .1 ..�! . 'J ►min-y��. eA We 00 .rI ; f#z'^`�± _n �r.}�'Y_ s •F•i' i,jt� r / y. i ;F/ �1�►, + •R MeA ',��• _ .�Z,. �e '} .�. '�,t' sti,. �r t!1 Y` ►' '� , �: ~e�.�^' �. ,j i" ,mot'. ♦ ii_ `v�[,°•• M • .,r'•• . may,, h `�•�.� ,�5 •� f�f ,jY.-�? •I+ :A. .; •tip.- , �- �. � '£ e,I GRAVEL 40 t r.7i' ;;-'a MeA , L r. .}4. 'C�►ti _ �+' .�•. •• � �v _ -r.. +�L �\ �., y,' .'fir � -;.•: '•�_ s �� ti.. � � • .�� J N8 ,ti�r�f rx. - •i CFU� GRAVEL Pir. �'� ,• .: AWA ti - � Z4• 1+- r •! r t •e r• -- z. - •a t7,hk1:EL 11 wa Mi.0 --�•+ Wa Mee HgB 196 SOIL SURVEY TABLE 16.--SOIL AND WATER FEATURES--Continued Hydro-: Flooding Y HIq water a Bedr Soil name and , logic, + —�r tab---T•- R��S_i map symbol (group 1 Frequency Duration Months Depth Kind ;Months i Dept — Hard- ;PotPrp�tl action + , 1 Ft , -- Charlton: + , , In 1CrC: Rock outcrop .part. Hollis part----: C/D ;None"------- >6.0 ` ! ! ! : 10-20 Hard Moderate, 1CrD: Charlton part--: B !None--------' , � --- � --- � >6.0 i --- >60 --- ;Low. Rock outcrop part. Hollis part----1 C/D :None--------� --- -_ >6.0 ; _-- : --- : 10-20 ':Hard :Moderate. Deerfield: De---------------� B None--------1 --- : --- : 1.0-3.0:Apparent:Dec-Apr: >60 , --- ;Moderate. . Eldridge: d --------------, C :None--------; ___ ; -_- 11.0-2.0:A arent'3an-Ma ' >60 PP + Y+ : --- :Moderate. Enfield: , EnA, EnB, EnC---- B :None--------i --- --- ; >6,0 1 ___ ___ i >60 1 --- !Moderate. £nosburg: Es---------------� D None-------- 0 ± ___ i _-- .5-1.0:Apparent:Nov-May; >60 : --- ;Moderate. Gloucester: GfB--------------1 A !None--------; _-- : --- : >6.0 1 _-- 1 --- 1 >60 Hard :Low. GhB, GhC, GxB, 1 GxC, GxD---------: A :None--------` --- : --- : >6.0 1 -,•- i --- 1 >60 : --- :Low. Hadley: : : : 1 1 Ha, HbA, HbB-----: B !Common------:Brief-----:Oct-Apr13.0-6.01ApparentlNov-May! >60 1 --- ',High, Hinckley: HgA, HgB, HgC' , HgD, HgE-------- A None--------i --- : --- i >6.0 i --- : --- >60 ' --- :Low. Holyoke: : i 1 It HoB, HoC---------1 C/D !None--------: --- --- ---: 1 >6.0 ', , --_ , 10-20 :Hard !Moderate. It 1HrC: 1 1 i i 1 Holyoke part---i C/D :None--------; ' ' ; --" 1 --- 1 >6.0 ! --- � --- i 10-20 Hard :Moderate. 1 1 Rock outcrop part. Limerick: Lk---------------i C !Frequent----!Brief-----:Apr-Jun10.5-1.5!ApparentlJan-Jun! >60 1 --- ;High. Ludlow: • LuB, LwB, LxB, i LxC--------------� C None-------- --- : --- 11.5-2.0,Perched ',Nov-Apr! >60 : --- High. Meckesville: MaB, MaC, MaD, MbB, MbC, MbD, : NCB, MeC, McD----: C !None--------1 --- : --- 12.5-3.51Perched :Nov-Apr: >60 i --- :Moderate. Merrimac: MeA, MeB, MeC, MeD--------------, A :None--------: --- 1 --- : >6.0 : --- i --- i >60 i --- :Low. , Montauk: MmB--------------, C :None--------, --- 1 --- 1 2 !Perched :Apr-May! >b0 1 ': -3 --- ,Moderate. See footnote at and of table. FORM II - SOIL EVALUATOR Fop Nt Page 1 of 3 No. 0CZ41 Grocktr Ow;141ty Co. Date: �z FILE : 5arat Forq 04o43 Commonwealth of Massachusetts Massachusetts Soil Suitability Assessment , or On-site Sewao-e Disposal Perror►ned By: .. gT'magy...C.l zo....._._._................................................. Date:' W itnessod BY: ...N A..................................................................................................................................................................... __.._......._ ...... t—,— ,wa,,*r ZZI -,pr;0jT e0 Strom Groc,l<P.r 31-14 � ' Tor Folfor v%taI UepeaK , 44 3-1-31- ew Construction Repair ❑ QtTce Review Published Soil Survey Available: No ❑ Yes Year Published Publication Scale I. .4+ow Soil Map Unic M?�._... Drainage Class IBC _. Soil Limitations .�Wj.d o{!;6A4J.P......................_....._,_ ...._......._.._ _..__.. __.._.. Surficial Geologic Report Available: No Cy Yes ❑ Year Published Publication Scale Geologic Material (Map Unit) _. ..w ._ .. _..._. .._._ .__.... ..._ ._._ .. Landform Flood Insurance Rate Map: Above 500 year flood boundary No Olyn zs Within 500 year flood boundary No ❑ -' Within 100 ear flood bound No ❑ Y �Y Wetland Area_ National Wetland Inventory Map (reap unit) -- Wetlands Conservancy Program Map (map unit) Current Water Resource zcrrnal . C1BalcwNorrnal itions (USGS): Month N.4Y•.._ . Rasige :Above Normal ❑ Other Refcraaaes Reviewed: none. 0EP APPROVVM FORM-1=7/95 ••••, . it - JUIL lVAI-UATOR FOANj ' Pagc 2 of 3 Location Address or Lat l4o. zzl SP"I'A1�;-ejs S�rcct, Al4WQ-n MA - w Z 4 3 — Craclter f3ta11 1 04043 On-side Review . Deep Hate Number .�.�.2,., Oate:./.z tc o3� �Qrfstiy�� ¢ TiRte: :�� Weather W i Location (identify on site plan) Land Use _ Slope S°/a} �1cc'� Surface Stones Vegetation ��ffl. .... _..,.. . ., . __., _ w..... ...v__ _. , ...... ..._.. Lardform M._.. ..,. .. -w ._., . . . .. r . ,...... ..._. . ....,...,..,.. _.. Position on landscape-(sketch On the backs Distances from: Open Water Body 7-00 feet Drainage way feet Passible Wet Area ? Z100 test Properly Line ...... feet Drinking Water We(( ?.t00 feet Other DEEP OBSERVATION HOLE LOG' Oeottt erorn Sail Horizon Sod Texture Sail Color Sail Other Surface Ilncmesh (USOA) (Munsell) lording (Structure. Stones, souiders• Consistancr. % Graved . t r G_ c^A, A �y+(44 1 2 S 1�r(4(4-i', fl(9 $t} C- INIh r' A ht ct3 McaulticQtZvtrjY , Parent Material (900109id � >?apttttagadrvek: ►1_D�►}O OeothraGrour+dwater Standing Water in the Hole: 0/i10 Waapirea from Pit Face: Estimated Seasonal High Ground Water, r10 p0 DeP APPROvi:O FOILM-11-0719S t 20 i N, d.r ti r'ORIM I i - SOIL LV VALUATOR ,,;.•H�y.; uSG43 -GrockX-� l�u��d,My Co. Pacr I 4e3of3 LE: Se,tu Ford 04043 Location Address or Lot No. ZZI 5 riK } Strtti; Nawam ) MA Determination ,for Seasonal Ti_ h Water Fable Method Used: dDepth observed standing in observation hole...._._......_.. inches Depth weeping from side of observation hole................... inches n o nQ Depth to soil mottles ___ inches 60 10 IR Ground water adjustment ......A.. feet index Well Number .:......... ..... Reading Date ....... ..... Index well leveE Adjustment factor ........ ......... Adjusted ground water level ..................._._........... ................ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? &S If not, what is the depth of naturally occurring pervious material? Certification I certify that on o� 6 (date) l have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature 0 date /2 Ze off . DEF APPROVED FORM-J:J07195 ; Lrwker guQ11A9 or. tJo, ; .DSy�� • a4a43 FORM 12 - PERCOLATIOv TFST Location Address or Lot No. zzl -Will j'tf� Stwr_ COMMONWEALTH OF MASSACHUSETTS A&AWAM , Massachusetts Percolation Test' Date: iio off'_ .- . Time: . ...._�...... Observation Hole # Depth of Perc 54 TO aortann of Rok Start Pre-soak : �11 ll End Pre-soak ro:4� U Time at Z 2" 4 gaf Time at 9" Time at 6" a Time i9"-6") a y Rate Min./inch Minimum of 1 percolation test must be performed in both the primary area AND reserve.area. . Site Passed . Site Failed ❑ - Performed By: WItnessbd By: Comments, . Dal AMLOVIZ 7030it-L2=19J ' APPENDIX C PRE-DEVELOPMENT DRAINAGE CALCULATIONS EXISTING BODY SHOP # {� STORAGE LIGHT POLE/ BOX U—POLE GRASS EXISTING {} HOUSE CB cl/ l / - - I l —MH 3 \ t RAA 299.41 —RC g` 12 IbW 290.31 00 r 1p TAYL \ II o \ \ f o 1 RENTPR 101 1 o FUEL (F.F. 2.5t) ! ` TANKS / cl7j DUMPS R BOLLARD V -- (TYP.) MH 1 J TP 2 \ \ RIM 300.88 IN V1 297.97.88 / INV2 298.88 n EDGE OF o / PAVEMENT ATY POLE UTILITY STORAGE �P9LE UTILITY CONTAINERS PoL ' ` EXISTING DRAINAGE CONDITIONS PREPARED FOR TA YLOR RENTAL SPRINGFIELD STREET AGAWAM MA DATE: 12/28/05 PROJECT NO: 05243 DRAFTING: GPH CHECKED: DJF APPROVED: DJF HORZ: 1"=60' 101 Exist . Area of N Additimon SubCa Reach on �jn Prepared by SW JMAN&nvwoos,L�msuv�&EnOwaft 12r2&2oos HydmCADO7.12 sin 001 267 0 2005 HydroCAD Software Soludons LLC 05243-EX Type 11124-hr 2 Year Rainfall=3.101, Prepared by SHERMAN &WOODS, Land Surveying& Engineering Page 1 HydroCAD®7.12 sln 001267 ®2005 HydroCAD Software Solutions LLC _ _ _ _ — 12/28/2005 Subcatchment 101: Exist Area of New Addition Runoff = 1.58 cfs @ 12.08 hrs, Volume= 0.111 af, Depth= 1.20" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.50-30.00 hrs, dt= 0.01 hrs Type III 24-hr2 Year Rainfall=3.10" Area (sf) CN Description 45,005 76 Gravel roads, HSG A 3,390_ 98 Paved parking & roofs 48,395 78 Weighted Average 45,005 Pervious Area 3,390 Impervious Area Te Length Slope Velocity Capacity Description _((min) (feet) (ft/ft) —Esec) (cfs) _ — - 5.0 Direct Entry, 's k l t 05243-EX Type 11124-hr 10 Year Rainfall=4.50" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 2 tdmCAD®7.12 s/n 001267 0 2005 HydroCAD Software Solutions LLC _ _ 12/28/2005 Subcatchment 101: Exist Area of New Addition Runoff = 3.09 cfs @ 12.08 hrs, Volume= 0.212 af, Depth= 2.29" Runoff by SCS TR-20 method, UH=SCS,Time Span= 0.50-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10 Year Rainfall=4.50" Area (so CN _ Description 45,005 76 Gravel roads, HSG A _3,390 98 Paved parking & roofs 48,395 78 Weighted Average 45,005 Pervious Area 3,390 Impervious Area Tc Length Slope Velocity Capacity Description min feet ft/ft fttsec cfs 5.0 Direct Entry, 05243-EX Type 11124-hr 100 Year Rainfall=6.50" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 3 tdroCADD 7.12 s/n 001267 0 2005 HydroCAD Software Solutions LLC _ 12/28/2005 Subcatchment 101: Exist Area of New Addition Runoff = 5.42 cfs @ 12.07 hrs, Volume-- 0.373 af, Depth= 4.02" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.50-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100 Year Rainfall=6.50" Area (so CN Description R - 45,005 76 Gravel roads, HSG A 3,390 98 Paved parking& roofs 48,395 78 Weighted Average 45,005 Pervious Area 3,390 Impervious Area Tc Length Slope Velocity Capacity Description (min, (feet) - (fVft) (ft/seq) (cfs)_ - 5.0 Direct Entry, APPENDIX D POST-DEVELOPMENT DRAINAGE CALCULATIONS ED EXISTING BODY SHOP GRASS EXISTING {} HOUSE ©/ / I � ° \?�>� ROPOSI`D� \ -- MEE ADDITLQN i PROPOSED DR 'p-' SUNDER CANOPIIC ' ' ['• r \ \ O - rr f TAYLOR 01 0 u t NT L 0 (F.F.E3C .5f) a t / 1 � n 1� /DRYWELI,J PROPOSED BOLLARD`�7 LOADING D CK. �. 0 ELEV. 29Y.5f N PRO SED �,�� 2'�'� RET. WALL n PROPOSED / N BIT. PAVE o PROPOSED DRAINAGE CONDITIONS PREPARED FOR TA YLOR RENTAL SPRINGFIELD STREET ACAWAM MA DATE: 12/28/05 PROJECT NO: 05243 DRAFTING: GPH CHECKED: DJF APPROVED: DJF LHORZ: 1"=60' 21 202 Dry Well Addition Roof 201) Remainder of Site Subc� Reach on Link Drainage Diagram fbr 05243-PR Prepared by SHERMAN&WOODS,Land Smaying 4 Enghee ft 12►2&2005 HydroCADV 7.12 sJn 001267 a 2005 HydroCAD Software Solutions LLC 05243-PR Type 11124-hr 2 Year Rainfall=3.10" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 1 �iydroCADS 7.12 s/n 001267 ®2005 HydroCAD Software Solutions LLC 12/28/ 005 Subcatchment 201: Remainder of Site Runoff = 1.89 cfs @ 12.08 hrs, Volume= 0.129 af, Depth= 1.67" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2 Year Rainfall=3.10" Area(sf) CN Description _ 23,315 76 Gravel roads, HSG A 17,090 _98 Paved parking& roofs 40,405 85 Weighted Average 23,315 Pervious Area 17,090 Impervious Area Te Length Slope Velocity Capacity Description _ (min) (feet) (ft/ft) Lft/sec) (cfs) 5.0 Direct Entry, Subcatchment 202: Addition Roof Runoff = 0.57 cfs @ 12.07 hrs, Volume= 0.044 af, Depths 2.87" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Type III 24-hr 2 Year Rainfall=3.10" Area (sq CN Description 8,000 98 Paved pig & roofs 8,000 Impervious Area Tc Length Slope Velocity Capacity Description min feet ft/ft ft/sec cfs 5.0 Direct Entry, Pond 210: Dry Well Inflow Area = 0.184 ac, Inflow Depth = 2.87" for 2 Year event Inflow = 0.57 cfs @ 12.07 hrs, Volume= 0.044 of Outflow = 0.16 cfs @ 11.78 hrs, Volume= 0.044 af, Atten= 73%, Lag=0.0 min Discarded = 0.16 cfs @ 11.78 hrs, Volume= 0.044 of Routing by Stor-Ind method, Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Peak Elev= 292.60'@ 12.40 hrs Surf.Area=452 sf Storage= 320 cf Plug-Flow detention time= 9.1 min calculated for 0.044 of(100% of inflow) Center-of-Mass det. time= 9.1 min (765.3- 756.1 ) 05243•PR Type 11124-hr 2 Year Rainfall=3.10" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 2 HydroCADO 7.12 sln 001267 0_2005 HydroCAD Software Solutions LLC 12/28/2005 _Volume Invert Avail-Storage Storage Description _ #1 291.00' 555 cf 1200'D x 5.00'H Vertical ConelCylinder x 4 2,262 cf Overall -675 cf Embedded= 1,587 of x 35.0%Voids #2 292.00' 675 d 7.33'D x 4.00'H Vertical Cone/Cylinder x 4 Inside#1 1,231 cf Total Available Storage Device Routines_ Invert Outlet Devices #1 Discarded 0.00' 15.000 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.16 cfs @ 11.78 hrs HW=291.05' (Free Discharge) t1=Exfltration (E.41tration Controls 0.16 cfs) 05243-PR Type !!l 24-hr 10 Year Rainfall=4.50" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 3 HydroCADO 7.12 s/n 001267 ®2005 HydroCAD Software Solutions LLC 12/28/2005 Subcatchment 201: Remainder of Site Runoff = 3.26 cfs @ 12.07 hrs, Volume= 0.225 af, Depth= 2.91" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Type III 24-hr 10 Year Rainfall=4.50" Area (so CN Desertion 23,315 76 Gravel roads, HSG A 171090 98 Paved parking& roofs 40,405 85 Weighted Average 23,315 Pervious Area 17,090 Impervious Area Tc Length Slope Velocity Capacity Description (min) Meet) (ft/ft) (ft/sec) (cfs) _ 5.0 Direct Entry, Subcatchment 202: Addition Roof Runoff — 0.84 cfs @ 12.07 hrs, Volume= 0.065 af, Depth= 4.26" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Type ill 24-hr 10 Year Rainfall=4.50" Area (sf) CN Description 8,000 98 Paved parking 8roofs 8,000 Impervious Area Tc Length Slope Velocity Capacity Description _(min) feet) (ft/ft) (ft/sec) (cfs) _ 5.0 Direct Entry, Pond 210: Dry Well Inflow Area = 0.184 ac, Inflow Depth = 4.26" for 10 Year event Inflow = 0.84 cfs @ 12.07 hrs, Volume= 0.065 of Outflow = 0.16 cfs @ 11.68 hrs, Volume= 0.065 af, Atten= 81%, Lag= 0.0 min Discarded = 0.16 cfs @ 11.68 hrs, Volume= 0.065 of Routing by Stor-Ind method,Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Peak Elev=293.86'@ 12.50 hrs Surf.Area=452 sf Storage= 658 of Plug-Flow detention time= 20.9 min calculated for 0.065 of(100% of inflow) Center-of-Mass det. time= 20.9 min (769.8-748.9) 05243-PR Type !ll 24-hr 10 Year Rainfall=4.50" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 4 HydroCADO 7.12 s/n 001267 ®2005 HydroCAD Software Solutions LLC „ 12/2812005 Volume Invert Avail.Sto_rage _Storage Description - #1 291.00' 555 cf 12.00'D x 5.00'H Vertical ConefCylinder x 4 2,262 cf Overall-675 cf Embedded= 1,587 cf x 35.0% Voids #2 292.00' 675 cf 7.33'D x 4.00'H Vertical Cone/Winder x 4 Inside#1 1,231 cf� Total Available Storage Device Routines- Invert Outlet Devices _ #1 Discarded 0.00' 15.000 Whr Exflltration over Surface area Discarded OutFlow Max=0.16 cfs @ 11.68 hrs HW=291.05' (Free Discharge) t-1=Exfiltration (Exfiltration Controls 0.16 cfs) 05243-PR Type 11124-hr 100 Year Rainfall=6.50" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 5, droCADV 7.12 s/n 001267 ®2005 droCAD Software Solutions LLC 121 812005 Subcatchment 201: Remainder of Site Runoff = 5.26 cfs cQ 12.07 hrs, Volume= 0.369 af, Depth= 4.78" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100 Year Rainfall=6.50" Area (sf) CN Description _ 23,315 76 Gravel roads, HSG A -17,090 98 Paved parking& roofs 40,405 85 Weighted Average 23,315 Pervious Area 17,090 Impervious Area Tc Length Slope Velocity Capacity Description _ (min) _(feet) (ftlft} _(fttsec) (cfs) 5.0 Direct Entry, Subcatchment 202: Addition Roof Runoff - 1.21 cfs @ 12.07 hrs, Volume= 0.096 af, Depth= 6.26" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Type III 24-hr 100 Year Rainfall=6.50" Area (sf) CN Description - 8,000 98 Paved parking & roofs 8,000 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ftlft)_ (ftlsec)„ (cfs)_ 5.0 Direct Entry, Pond 210: Dry Well Inflow Area= 0.184 ac, Inflow Depth = 6.26" for 100 Year event Inflow = 1.21 cfs @ 12.07 hrs, Volume= 0.096 of Outflow = 0.16 cfs @ 11.60 hrs, Volume= 0.096 af, Atten= 87%, Lag= 0.0 min .Discarded = 0.16 cfs @ 11.60 hrs, Volume= 0.096 of Routing by Stor-Ind method, Time Span= 0.05-30.00 hrs, dt= 0.01 hrs Peak Elev=295.82'Q.12.58 hrs Surf.Area= 452 sf Storage- 1,183 cf Plug-Flow detention time=43.2 min calculated for 0.096 of(100% of inflow) Center-of-Mass det. time=43.2 min (786.2-743.1 ) : 05243-PR Type 11124-hr 100 Year Rainfall=6.50" Prepared by SHERMAN &WOODS, Land Surveying & Engineering Page 6 HydroCADV 7.12 sin 001267 0 2005 HydroCAD Software Solutions LLC 12/28/2005 Volume Invert Avail.Storage Storage Description _ #1 291.00' 555 cf 12.00'D x 5.00'H Vertical Cone/Cylinder x 4 2,262 cf Overall-675 of Embedded= 1,587 cf x 35.0% Voids #2 292.00' 675 cf 7.33'D x 4.00'H Vertical Cone/Cylinder x 4 Inside#1 1,231 of Total Available Storage Device Routing Invert Outlet Devices #1 Discarded 0.00' 15.000 inthr Wiiltration over Surface area Discarded OutFlow Max=0.16 cfs a@ 11.60 hrs. HW=291.05' (Free Discharge) t1=Exfiltration (ExhItration Controls 0.16 cfs) CB 4 U') U-POLE #25/T I.P. � CB FD. c yn D� 300 00, SIGN o o GRASS ASSESSORS PARCEL O STORAGE 115-8-13 ASSESSORS PARCEL BIT. BOX 115-8-12 BERM \ ° 226.5i SIGN -- FENCE c. C \ - 08.00' E.P. err. � c8 \ U-POLES \� FT7.-- r� - #1178/XM" 4 rr -- O CB2 RIM 299.88 �N \ \ � -�INV 294.78 SIGN ASSESSORS PARCEL � MH 3 115-8-12 -\f21M 299.41 a-- PD � 12" RCP D INVi ~Dom- 292.45 1 -LIGHT D ~' `� "-- --- --- —DEED LINE FENCE -- \f N V 290.31 � �� 3' RCP �-- \ �3 LAND IS ZONED BUSINESS A TP— o 175W D MH 2V LAND IS ZONED I N V INDUSTRIAL A TAYLOR CENTAL ASSESSORS PARCEL N�F #221 SPRIN +GFIELD ST. "�Ld IN1�-- 115-8-11 WALCON REALTY \ --- (F.F. 361.9t) < 290.7/_- COMPANY ° REMOVE w-__ --- cun ,-6 °' `� `� U v� i,.S-- FENCE o FUEL \ s�A� s_ POLE FEN i TANKS \ v SIGN t \ / 256.90' ,. ' E SHED � DUMPSTESP REMOVE OR J f4 IOLLARD EX. LIGHT - - -- \ ! RELOCATE I (TYP.) SHED _ .��--_.-- �30� RELOCATE RELO ATE MH 1 s DUMPSTER \ FUEL TANKS RIM 300.88 d '�S \ Tta—z 1NV1 297.88 SMH 4 INV2 298.88 RI 300.50 _.:::;; s IN 1 293.3 a L 6" PVC s IN!{2 295.3 r ,= �, RIM 299.88 OF EDGE o ° INV 292.78 n PAVEMENT 10 SPACES S.B. kYTILkTY R NO POLE STORAGE \ ti UTILITY 539.78' c0 U--- 1. DEED REFERENCE BOOK 14624 PAGE 8 CONTAINERS REMOVE POLE o POLE 2. PLAN REFERENCE PLAN 267 PAGE 84 BIT PAVE ASSESSORS PARCEL � �"�-�—� UTILITY 3. LAND IS ZONED AS SHOWN ON PLAN 114--.5-.27 PZG -- 4. EXISTING PARKING ON SITE AS SHOWN -`--ti_ _----� TBM: TOTALS 33 SPACES INCLUDING TWO I.P. FND., FLUSH HANDICAP SPACES. ELEV = 300.26 GRAPHIC SCALE INDEX OF SHEETS O WNER/APPLICANT: 40 0 20 40 80 160 SHEE T 1 OF 3 -- EXISTING CONDITIONS PLAN WAL CON REALTY, L.L. C. {IN FEET) SHEET 2 OF 3 •— LA YO UT PLAN 161 BEL AIR DRIVE 1 INCH = FORTY FEET SHEEN'' 3 OF 3 ---- DETAIL SHEET LONGMEADOW, MA 01106---2727 NO. DATE BY REVISIONS DESIGN: GPH �P��OF hf'jssq SCALE: TA YLOR RENTAL PROJECT NUMBER 1 2/14 06 DJF ADDED EXISTING PARKING SPACES AND LIGHTS ON BUILDING S & .M � �`a� pONALQ �ti� HORZ: 1"=40' j Y] ] ]�� ]�]��] T T [� 05243 J. FRNALD n l:lXIST.L .LYG COND CONDITIONS PLAN j PLAN DRAFTING: GPH CIVIL1 T� SHEET NUMBER �11 No :35839 VERT: NLA 3 Converse Street, Suite 203 4 ' CHECKED: DJF \��F�,G;��\�� 221 SPRINGFIELD STR.E'.E"T 1 OF 3 Palmer, MA 01069 APPROVED: DJF I DATE: 1111/06 AGA WAM, MA J 05243 2.dwg 88�trZ-� V) I.P. FD. 3p0 ©0' GRASS ASSESSORS PARCEL. 115-$-13 ASSESSORS PARCEL BIT. } 115-8-12 BERM 0 226.512 0- 108.00. ck I.P. Fitr I -- -- - - FD. CAo ; —_ ASSESSORS PARCEL 2y>_ \ \ -� -�PROP. 80 x100 - _ PROPOSED -- 11 -8--12 \ ADDITION 5w Wa D- --- -D------- -_AM-- -___ --� IS 175W oLAND TP-1 \ZOdEDBUSINESSA \ LAND 1S ZONED IN �- --_ DUSTRIAL A PROPOSED _ �� DRIVE-UDER \ N = - = TAYLOR DENTAL - - -- ?�..� � - - - - - wr�3 Q cn ASSESSORS PARCEL 1 C =` _ =.=- :::.::::_.--::._ -_;_:.:_•.-: :.:_ ._.:3 221 SPRIN q FIELD ST. 4 WALCON REALTYPROPOSED v� : COMPANY ! --- _1 �' EROSION : ir :.__ _-" - -__ ==: ::-::= ____ CONTROL ACES BARRIER 256.90 /PROP. .. 1 / DRYWELL J \ EX. Llcl `r / sp,aC - y 75W w�— D PROPOSED LOADING DOCK, o \ •3 ELEV. 297.5 ✓_:, PROP\Q1SED / wL =•<y RET. WA s S PROPOSED BIT. PAVE 10 SPACES S.B. gEtIERAL NOTES: � 539,78' �o 1. DEED REFERENCE BOOK 14624 PAGE 8 2. PLAN REFERENCE PLAN 267 PAGE 84 RELOCATED 3. LAND IS ZONED AS SHOWN ON PLAN DUMPSTER W ASSESSORS PARCEL �--- � -- 4. EXISTING PARKING ON SITE A5 SHOWN SCREENED FENCING & 114-- -27 �� ' '`---` TBM. TOTALS 33 SPACES INCLUDING TWO I.P. FND. FLUSH HANDICAP SPACES. GATE ELEV = 300.25 GRAPHIC SCALE INDEX OF SHEETS 0 WNER/APPLICANT: 40 0 20 40 80 160 SHEET 1 OF 3 --- EXISTING CONDITIONS PLAN WAL CON REALTY, L.L. C. {IN FEET) SHEE T 2 OF 3 -- LA YO UT PLAN 161 BEL AIR DRIVE 1 INCH = FORTY FEET SHEET 3 OF 3 --- DETAIL SHEET L ONGMEAD O W, MA 01166--2 7,2 7 NO. DATE BY REVISIONS OF DESIGN: GPH �� Ass'�c SCALE: PROJECT NUMBER 1 2 14 06 DJF ADDED EXISTING PARKING SPACES AND LIGHTS ON BUILDING & PRYDRYK c LAYOUT PLAN TA YLOR RENTAL 40NALD �� HORZ: � =40 05243 DRAFTING: GPH s`- J. FRYDRYK ...� �� S XJ (7/lGf li n CIVIL rn �/j, SHEET NUMBER No. 35839 VERT- N/A 3 Converse Street, Suite 203 CHECKED: DJF 229 SPINGFIE'LD STREET 2 OF 3Palmer, MA 01069 APPROVED: D,IF DATE: 1 11 06 AGAWAM, .MA 05243-2.dwg HAY ED OVERFLOW PIPE 10' MAX. 10' MAX. ORLSTRAW PROPOSED DOWNSPOUT 6"x6" 10/10 WELDED WIRE FABRIC BALES BUTTED CLASS "C` CONCRETE TOGETHER FILL VOID WITH WATER PROOF CAULK =t FINISH GRADE G SILT FENCE 3" 3" i� ^% = (SEE DETAIL) GAH FUN ULLANUU I $„ i "" ti"- MIN._' FLo3nr -" (SCREW—IN) WEDGE LOOSE STRAW W ' BETWEEN BALES TO 9" Q o Q o ELEVATION ' CREATE A CONTINUOUS FINISH GRADE BARRIER 2" CLEAR ' 2"x2"x3' LONG STAKES I I OR REBAR EACH BALE '8 (2 STAKES PER BALE)—6 MI". EROSION CONTROL NOTES GRAVEL BASE (IF REQUIRED 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BY TOWN ENGINEER) BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. PLAN STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE I AREAS WILL BE INITIATED AND MAINTAINED DURING 1"x2" WOOD STAKE CONCRETE DDMPSTER PAD ALL PHASES OF CONSTRUCTION. SELF—SUPPORTING (MIN. LENGTH: 3 -6 SILT FENCE FABRIC 2. ALL EROSION CONTROL MEASURES ARE TO BE N.T.S. MAINTAINED AND UPGRADED AS REQUIRED TO FINISH GRADE DIRECTION OF BINDING WIRE OR TWINE ACHIEVE PROPER SEDIMENT CONTROL DURING COMPACTED TO DRYWELL CONSTRUCTION. BACKFILL 2'-6" MIN 6" PVC 1.0% MIN. SLOPE 3. STOCKPILES OF SOIL SHALL BE SURROUNDED BY FL...._.aW,_ HAYBALES AND/OR SILT FENCE. BURY TO A 4. ALL DISTURBED AREAS SHALL BE GRADED AND DEPTH OF 4" 12" MIN. ROOF DRAIN CONNECTION COVERED WITH 4" OF LOAM AND SEEDED. SLOPES EXTEND 6" OF FABRIC - GREATER THAN 4:1 SHALL BE MULCHED. BELOW GROUND AND ECOMPACTED N.T.S. ALONG BASE OF TRENCH BACKFILL 5EQIIQN EROSION CONTROL BARRIER DETAIL N.T.S, HEAVY DUTY MANHOLE COVER (MATCH TO GRADE) 1" TOP COURSE 12" MIN. GRAVEL BORROW 121p 2" BINDER COURSE TYP FINISHED GRADE TOP 6" TO BE (A PEASTONE — oo Qo� MIN. 12" GRAVEL QoO0© NOTES: z �� u�- BORROW °ooOa 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE 1988 MASS. PRECAST CONCRETE LEACHING HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS & BRIDGES AND THE 1994 CHAMBER 8'-0" DIAM. SUPPLEMENTAL SPECIFICATIONS. 3 4" WASHED STONE r PAVEMENT SECTION 2. ALL DISTURBED AREAS SHALL BE RETURNED TO THE ORIGINAL GRADES & SHALL BE COVERED WITH STONE A MINIMUM OF 4" OF PLANTABLE SOIL BORROW AND SEEDED OR SHALL RECEIVE PAVEMENT PATCH. 21 L" P.V.C. TO [? MlN. fi" P.V.C. AT 1.0� N.T.S. 4 P . AT 0 CONNECT ( 3. LOCATIONS OF UTILITIES SHOWN HEREON ARE THE RESULT OF SURFACE EVIDENCE AS LOCATED BY TO ADJACENT CHAMBER I ` FIELD SURVEY, PLANS OF RECORD, AND OTHER AVAILABLE SOURCES. THIS PLAN DOES NOT i FILTER FABRIC NECESSARILY DEPICT THE EXACT LOCATIONS OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME WITHIN ALL AROUND THE PREMISES SURVEYED. EXISTING SEWER ON CALKINS ROAD IN THE AREA OF THE PROPOSED CROSSING SHALL BE LOCATED BY THE USE OF TEST PITS AT THE TIME OF CONSTRUCTION. S�TEM COMPONENTS SHALL z � 4. THE CONTRACTOR SHOULD VERIFY THE EXISTING CONDITIONS TO HIS SATISFACTION PRIOR TO BE DESIGNED TO WITHSTAND 6L BEGINNING ANY EXCAVATION. "DIG SAFE" SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO BEGINNING H-20 LOADING. ANY WORK. LEACHING CHAMBER DETAIL N.T.S. NO. DATE BY REVISIONS DESIGN: GPH P�A OF 44ssy SCALE: PROJECT NUMBER 1 2/14/06 DJF REVISED LEACHING CHAMBER DETAIL (REMOVED PAVEMENT) & PRYD1`Y p DONALD c<� HORZ: N/ DETAIL SHEET TA�LOR RENTAL05243 DRAFTING: GPH U J. FYDRYfC � r s civ4L PLAN No_ 35839 VERT: N/A SHEET�''7' IV TMB�''R ---------- 3 Converse Street, Suite 203 � CHECKED: DJF A9oc�FG STZ'' 221 SPRING.F'IELD STREET iVAL ENt'\ 3 L/ Palmer, MA 01 069 APPROVED: DJF ATE: 1/11/06 AGAWAM, MA 05243-2.dwg S "Acc,R( DOOR 5Y1° 50L KEY 12'-01E 3'-4" 6'-4" 3'-0" 5'-011 SYM. DESCRIPTION 2il 31_oik 211 21 3I-041 'ail 2 �I-/f1El 2" �2" +S!-nll 211 �2" it-Qli 2" S[/ 5[/ 6— V -F V JAMB �. DOOR `1` Ep Q DOOR WIDTH �I cil gi-iR 1, 7 0 r? WEATHERSTRIP Lu — 1 C4 - �" `' KEY LOCK Ah N -011 31„0Ei + Q ADA CLOSER - " � Q w Im C ❑1 2 3 IS GA. PAINTED 5 18 GA. PAINTED ❑ ❑ ❑ 1/4" CLEAR 1/4° CLEAR l,'o GA. HM. !^BANE 18 GA, PAINTED 18 GA. PAINTED TEMPERED GLASS TEMPERED GLASS @ i E, ONLU j um 4`I uj 0 u. HOLLOW METAL FRAM'E5 ""� (3 � 11 i- It Q o © o a I sC,a�E: �,� 1 m 0z 1-3/4" 16 GA. 1-3/4" 18 GA. INT, I-3/4" 18 GA. 1-3/4" 18 GA. INSULATED STEEL DOORS INSULATED STEEL DOORS ® STEEL PAINTED STEEL PAINTED STEEL PAINTED STEEL PAINTED �,;o9_r_fN1Gwr= l RMI _PINIAWPO 0 M 1-3/4" 16 GA. EXT. INGUDE: ALL 'CRACKS, JAMBS, HEADS, INCUDE: ALL TRACKS, JAMBS, HEADS, � (NSU. STEEL PAINTED WEATHER STOPS, GASKETS, WEATHER STOPS, GASKETS, RELATED HARDWARE, RELATED HARDWARE, BALANC11N�s AND OPENERS, BALANCING AND OPENERS, CALL EXTERIOR DOORS TO B"�E' INSULATED) SEE SPECIFICATIONS SEE SPECIFICATIONS WOOL) 1 5TE E L D 0 0 R 5 � SCALE. 1/4" I'—/A11 c w 1 f` �it 13t-0" •f0t 011 70t /JLiI 1/Jyl-�fl � 1'-0" I 1 I i II—�IE 11-�1i I > (V i STEEL RAIL (PAINTED) r I � � T— (y)d ic'0 N PAVING I Z I I OWNER ' I C BRACE TO - � STRUCTURE 0 It V\ LT \1 I STRUCTURE � ABDvE U � � N � EXISTING NEW � � � . I I I YA STABlLItY � ccn zW0) A-4 A-4 H$. 13'-0" ' 20'-0" ` © � Q o aoco LM', n 11 + 0 BREAK I 11J' li ; ; i 1 I ACOUSTIC 0 / f RtX�'I I � L61--oll CEILINCx TILE7 5/5" SHT. ROCK SEE MFG. 6'_p�+` — ,_,, BOTH 51DE5 1 p 141_ IE 511 SPECIFICATIONS 21'-P�11 _ BLOCKING - - FOR LE LER ._ _ AS REO'D. = z I I � - - I Q 3-5/S" 25 GA. STEEL 9 STUDS AT 16" O.G. W/ ((6 O i _ VfITC�H FLO R _ a ca SOUND BATT INSUL. U 7- t- cf) T4 4" FL. DRAIN I ` LD 3 I —�C - 0 Q Rl`ER I LAUNDRYF- � �- 3 _ _ _ O Lu ® I I in Ud 5" GONG. SLAB I 1 - - z x WI W 45" O W.W.M. 61 N ' 4" VINYL BASE I— z ASHE WfTH 8" COMPACTED FILL `� —' '"'- U TORAa ® TO 0 DRY r .'. ... ..... ....... L. _ _. � �$ 3000 • BE�1RlNCs -- --- M U 1 I CAPACITY MIN. ' - - I W W _ I - _ _ _ �J LL �' i��`I�' O�1 C P. ,J z �,, r. _ _ _ e I — ] t /� W o ,�..,...—..—T SCALE, 1/2" V-011 4 FLOOR : 1D3 DRAM 5TESIZE E TO B!E DETE I 1NED STS y W I --- -- AT IS" O.G. AND Z d LINEN I R @ .... ._ 5RIDGING J � nf- STORAG - ,; 2 u o CU RURR WALL,WITH I0Z ;' L r 2x4 STyIC�S AT �n k — — I I I I 4 O.G. AND I 3[-Sii _ _ `~ — — BY 1/ARCO l$1 I N J l W a 5/8" SHiET ROCK � � MEZZ. BEAMS f = BY VARCO 1 36 3b IQ — - sIl � W N o a ® U 0 T_ co I I z 0) 0 f' :E a_ I ' I ' C�IINA STORRAACs� k � A - 1 I I I 1 1 1 1 1 1 1 1 III I I I I I I I l i l l l t � 3"x3"xl/4" � z � � o -' �` 10 COLUMN t t it O N cv 61 PROVIDE 2 x2 xI2 W "' - -�' THICKENED SLAB W - I BELOW COLUMN W Fes` Il_M �� SCOPE OF WORK � O C�/3 jig AT 7 Q KEY PLAN EXIST1NCs NEW - N.TS. DRWN BY: DATE: 11/03/05 A-4 A-4 SCALE: As NOTED M5E#ZANlNE � FLOORPLAN MEZZANINE FRAMING PLAN Y. SCALEI {{ QQ : 1/ " _ V-Olt GG iJCALE: 1/6" : EI-/All V I I II II i I f 1 € i II ! I € i 11 I I N I I II � V- . 1 ■ -� . �i N� Zr� V� I i fif « M (Pm ZDO Ib O1 �3 /Zi C z M Zl A r Z - (p O M4'-0" 41-0' ES`-0„ rn lid _ _ O 4'-0' lot-Olt 81-0„ m 3 1 ! � ! I I I e To! m I I I E I m I 1 1 � I z • . 1 1 p� _ ? 0 rn I ! 31 ! _ N I • 3 I I I 1 N p , n ! I 3 O XCf1 I 1 I 1 I I I � i = � X z - 1 I 6x c A I r� 9� ° 1 I ! rO • '� i1 iMr A I r n• 'gyp�' I ! i - - - - I I r rr-jJ I I ' ! I ❑ X I n i I ° I f _ t I I i I i rn e = 4 I c A aO 13 I j � � n 1 i L------ ——— I f ! 1 a E ra 1 3 I I i LL_—_7, I I I t ! iI Da • N II 11 t ! ! a [ ! I r a r1 I I 3 — I ! - 1 I � r I ! 1 I I ! I I I I z I I I I mi fj II m 4'-0" 4'-0" I I : ! € I ! 1 m"f I I -� �s ,_ ,I , rr , 11 m. miz L m� z � " 4 0 -0 -0 Q 8 ;GcPmD rN �((PD. �N 0 (p0) =�rnz mp 0M I ! 11 r� M ra If -4 I E —4 I ! � It 11 II II 11 j 11 II tl rl li 11 li II 11 II II II II 11 € 1 tl II li I ! IE Ir Ir y F_ m z SE�N�R� M . S�CHENKELSEI��i A R C H I T E C T ADDITION FOR: rn _ < ONE MONARCH PLACE -- SUITE 2.540 3309 SPUR LANE TAYLOR SUITE 2540 SPRINGFIELD MA 0)1144 GREEN BAY WI 543�I3 c' CONNECTICUT ILLINOIS MASSACHUSETTS ' o PHONE: 413-739-01 62 MINNESOTA WISCONSIN PHONE: 920-434-3277 2 21 S PR I N G F I E L. STREET o FAX: 413-739-0163 FAX: 920-434-3301 ' `` , m%'%mA �I/AM MSS SAA H lJ S Elm I.P. �{/) FD. 1 �00 0 O, io 4 ASSESSORS PARCEL GRASS O 115-8---13 �. ASSESSORS PARCEL BIT. 115---8•--12 BERM 0 226.51' 345.C)Q I.P. — \ FD. to p El/ Ld wo L ASSESSORS PARCEL __�ORQP. 80'x10 PROPOSED �y `— ---- -__ 115-33-12 a ADDITION 77 w W� .� D-�----D ACK Qr --r...:�._w.�. -I_� D -- --_ LAND IS ZONED ! TP-1 ~" i_ _-: : _ :r - _.':;.- ::.-. 1�5w D FD BUSINESS A � AND IS ZONED �` ` _ - _ ---- _.•--.. - \ INDUSTRIAL =PROPOSED _ �\ DRIVE-UNDER = - - # TAYLOR DENTAL 2 U DER :> .:`: ' = :` = - o V) tz ASSESSORS PARCEL CANOPY N�� #221 SPRIN FIELD ST. n � 115-8-11 v : i = w -_ F.F. 31.9f WALCON REALTY \ 3 �:-, PROPOSED _ --- COMPANY � ___ - _ _- -- - - - _ - _ _ __ - _ -- __-_ � �. EROSION _ -":air::_�___�r�--_:�: --__ �":=-�-==�=_.-::::..-�- .___._ _ ,.. -- S AGES CONTROL.. ::r BARRIER �3 ' /PROP. Ir DRYWELL / J yy - EX. LIGHT 75W w D PROPOSEDlop ``' ?� LOADING DOCK, o ELEV. 297.5 rn cA PROPO\SED RET. WALLs `/ 5�7�'Y•?.'C.aY*1"o-.'/'r!x`.i::':ems'. :.Y ••}7-• Ea 1 •di // _ - ^� PROPOSED t •y'� ' BIT. PAVE �.- ,,,■ =.'r:r?tia 4:;`. : =:e',? <= 70 SPACESS.B GENERAL t!QTES: _ 539.7$' ro 1. DEED REFERENCE BOOK 14624 PAGE 8 -� 0 2. PLAN REFERENCE PLAN 267 PAGE 84 RELOCATED ` �Y 3. LAND IS ZONED AS SHOWN ON PLAN DUMPSTER W ASSESSORS PARCEL SCREENED 11`�"-5-27 �"�"' �_ TgM; TOTALS 33 SPACES INCLUDING TWO 4. EXISTING PARKING ON SITE A5 SHOWN FENCING & I.P. FND. FLUSH HANDICAP SPACES. GATE ELEV = 300.26 GRAPHIC SCALE INDEX OF SHEET',S' 0 WNL'R/APPLICANT: 40 0 20 40 80 160 SHEE T 1 OF 3 -- EXISTING CONDITIONS PLAN WAL CON REALTY, L.L. C. (IN FEET) SHEET 2 OF 3 -- LA YO UT PLAN 161 BEL AIR DRIVE 1 INCH = FORTY FEET SHEET 3 OF 3 --- DETAIL SHEET L ONGMEAD O W, MA Cl 1 1 0 6--2 72 7 No. DATE BY REVISIONS ° "'� fiAYLOR 3E2�fiAL PROJECT NUMBER DESIGN: GPH �tia�� s40 SCALE: 05243 1 2 14 as DJF ADDED EXISTING PARKkNG SPACES AND LIGHTS ON BuiLBING &, MYDR� LAYOUT PLAN p OONALD G � / DRAFTING: GPH J. 1 RYD�iYK -A HORZ: 1 =40 c5 CIVIL SITE PLAN Nc3.3839 VERT: NZA SHEEN' NUMBER 3 Converse Street, Suite 203 e ' CHECKED: DJF 2,21 SPRING FIELD STREETrC�3nt.�N •�� 2 OF 3Palmer, MA 01069 APPROVED: DJF DATE: 1 1 1/06 _ AGA YAM, MA 05243-2.dwg S--` Q�iRR 38StrZ-� OVERFLOW PIPE 10' MAX. 10 13AL ED HAY ' MAX. OR STRAW PROPOSED DOWNSPOUT 6"x6" 10/10 WELDED WIRE FABRIC BALES BUTTED CLASS "C" CONCRETE TOGETHER FILL VOID WITH WATER 6'-0* PROOF CAULK FINISH GRADE - SILT FENCE 3" 3" I �'g _ — i+7 m _ —"— (SEE DETAIL) �---- CAP FOR CLEANOUT ./4FT' - - a" nniocr 1 tUw (SCREW-IN) _ ----w- � WEDGE LOOSE STRAW - BETWEEN BALES TO " o o•Q J . •.o a Q V� AT10N CREATE A CONTINUOUS FINISH GRADE -- ! BARRIER 2" CLEAR ' 2"x2"x3' LONG STAKES �-- OR REBAR EACH BALE $'--6" MIN. EROSION CONTROL NOTES � (2 STAKES PER BALE) GRAVEL BASE (IF REQUIRED 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BY TOWN ENGINEER) BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. PLAN z STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIATED AND MAINTAINED DURING 1"x2" WOOD STAKE CONCRETE DUMPSTER PAD ALL PHASES OF CONSTRUCTION. SELF-SUPPORTING MIN. LENGTH: 3 -6 I � SILT FENCE FABRIC N.T.S. 2. ALL EROSION CONTROL MEASURES ARE TO BE DIRECTION OF BINDING MAINTAINED AND UPGRADED AS REQUIRED TO FINISH GRADE WIRE OR TWINE ACHIEVE PROPER SEDIMENT CONTROL DURINGjj COMPACTED CONSTRUCTION. 1 __ To DRYWELL BACKFILL 6" PVC 1.0% MIN. SLOPE FLOW 2'-6" MIN. 3. STOCKPILES OF SOIL SHALL BE SURROUNDED BY __ � HAYBALES AND/OR SILT FENCE. BURY TO A 4. ALL DISTURBED AREAS SHALL BE GRADED AND DEPTH OF 4" 12" MIN. ROOF DRAIN CONNECTION COVERED WITH 4" OF LOAM AND SEEDED. SLOPES EXTEND 6" OF FABRIC GREATER THAN 4:1 SHALL BE MULCHED. BELOW GROUND AND RECOMPACTED N.T.S. ALONG BASE OF TRENCH BACKFILL SECTION EROSION CONTROL BARRIER DETAIL N.T.S. HEAVY DUTY MANHOLE COVER (MATCH TO GRADE) 1" TOP COURSE 12" MIN. GRAVEL BORROW 12" 2" BINDER COURSE TYP FINISHED GRADE TOP 6" TO BE PEASTONE _ _ o$o�[00 o�o MIN. 12" GRAVEL �po�po0� NOTES: �o°oDab' BORROW ,� °Oo 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE 1988 MASS. PRECAST CONCRETE LEACHING ? °aC'""�' v - o $� HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS & BRIDGES AND THE 1994 CHAMBER 8'-0" DIAM. TSUPPLEMENTAL SPECIFICATIONS. 3/4" WASHED STONE 2. ALL DISTURBED AREAS SHALL BE RETURNED TO THE ORIGINAL GRADES & SHALL BE COVERED WITH STONE 2' L PAVEMENT SECTION N.T.S. A MINIMUM OF 4" OF PLANTABLE SOIL BORROW AND SEEDED OR SHALL RECEIVE PAVEMENT PATCH. 4" P.V.C. AT 0% TO CONNECT �? MIN. 6" P.V.C. AT 1.0% 3. LOCATIONS OF UTILITIES SHOWN HEREON ARE THE RESULT OF SURFACE EVIDENCE AS LOCATED BY TO ADJACENT CHAMBER FIELD SURVEY, PLANS OF RECORD, AND OTHER AVAILABLE SOURCES. THIS PLAN DOES NOT FILTER FABRIC NECESSARILY DEPICT THE EXACT LOCATIONS OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME WITHIN ALL AROUND THE PREMISES SURVEYED. EXISTING SEWER ON CALKINS ROAD IN THE AREA OF THE PROPOSED CROSSING SHALL BE LOCATED BY THE USE OF TEST PITS AT THE TIME OF CONSTRUCTION. NOTE: SYSTEM COMPONENTS SHALL z y 4. THE CONTRACTOR SHOULD VERIFY THE EXISTING CONDITIONS TO HIS SATISFACTION PRIOR TO BE DESIGNED TO WITHSTAND BEGINNING ANY EXCAVATION. "DIG SAFE" SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO BEGINNING H--20 LOADING. ANY WORK. LEACHING CHAMBER DETAIL N.T.S. NO. DATE BY REVISIONS DESIGN: GPH tiQ��N OF A4Assq SCALE: PROJECT NUMBER 1 2/14/06 DJF REVISED LEACHING CHAMBER DETAIL (REMOVED PAVEMENT) & PRYDRYK �'� c� HORZ: N ZA DETAIL TA IL SHEET TA YLOR RENTAL 05243 o DONALD G L/�••1 DRAFTING: GPH J FRYDRYiC 2alndCIVIL SITE .P.LA1 No. 35839 VERT: NZA SHEET NUMBER 3 Converse Street, Suite 203 Q�' CHECKED: DJF �� SPRIIITG�'I `LD STREET 3 OF 3 Palmer, MA 01069 APPROVED: DJF ATE: 1 11o6 AGAWA.M, MA 05243-2.dwg