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8049_SITE PLAN- 339 SILVER ST.- RESPONSIVE TRUCKING INC.
Sloe P/a4r, 339 S� 1ve ,— S+ kesp&ve June 22, 2000 Town of Agawam Board of Appeals 36 Main Street Agawam, MA 0 100 1 Dear Board Members: On August 11, 1999 a decision was made to transfer operations of Responsive Trucking to a new site located at 339 Silver Street. In a letter sent to me granting them this approval of a trucking terminal is paragraph number nine, I quote below. "The petitioners usual hours of operations sbaIL-he 7:00 a.m. tq 7 p.m. Monday thru Friday. The petitioner is allowed a maximum of two (2) trailer trips during off hours, including weekends,except during the last week of June and the last week of September when there will be a maximum of six (6) trailer trips". Look at the daily log sheets which are attached to this letter and explain why so man trailers are leaving and arriving so early in the morning and also why when the last time listed above is 7:00 p.m,, and in the daily logs you will see some are coming later than this. We have been awaken from sleep on each and every night that I have listed in the daily logs, The noise and vibration from trailers leaving and entering can be heard and felt within my home. I live right across the street from the driveway where all trailers must either enter or go out. We hear the gears being shifted, brakes making noises as they slow down to make the turn either in or going out onto Silver Street. At this time in the morning when it is quiet the noise can be heard, especially when windows are open. If the hours are 7:00 a.m. - 7:00 p.m. Monday thru Friday, this company must be made to abide by the rules. I would appreciate a response to this matter as soon as possible. Y urs truly o Rosemarie Remillard 340 Silver Street Agawam, NIA 01001 cc: Planning Board JUN 2 3 2009 Building Inspector Mayor Richard Cohen DAILY LOG FOR TUESDAY, J-U`NtE 20, 2000 TIME # ARRIVAL TIME # DEPARTURE 1:00 a.m. I Trailer Cab & Body 1:07 a.m. I Trailer Cab 1:13 a.m. I Trailer Cab & Body 1:16 a.m. I Trailer Cab & Body 3:34 a-m. I Trailer Cab & Body 4:15 a.m. I Trailer Cab &Body 7.05 p.m. 2 Trailer Cab &Body 4:19 a.m. I Trailer Cab 7:10 p.m. I Trailer Cab & Body 4.20 a.m. I Trailer Cab 7:25 p.m. 1 Trailer Cab &Body 4:39 a-m. I Trailer Cab & Body 7:33 p.m. I Trailer Cab&Body 5:03 a.m. 3 Trailer Cab 7:3 5 p.m. I Trailer Cab 5:05 a.m. I Trailer Cab 7:50 p.m. I Trailer Cab 5:24 a.m. 1 Trailer Cab 9:15 P.M. I Trailer Cab 5:24 a.m. I Trailer Cab & Body 5:26 a.m. 1 Trailer Cab 6:00 a.m. I Trailer Cab & Body 6:00 a.m. 1 Trailer Cab 6:08 a.m. I Trailer Cab 6:08 a.m. I Trailer Cab & Body 6:15 a.m. I Trailer Cab & Body DAILY LOG FOR MONDAY, JUNE 19, 2000 TIME # ARRIVAL TIME # DEPARTURE 2:53 a.m. 1 Trailer Cab 3:00 a.m. 1 Trailer Cab 2:53 a.m. 1 Trailer Cab 4:01 a.m. 1 Trailer Cab 4:02 a.m. 1 Trailer Cab &Body 4:02 a.m. I Trailer Cab 4:49 a.m. 1 Trailer Cab 4:05 a.m. 9 Trailer Cabs 4:10 a.m. I Trailer Cab 4:13 a.m. 1 Trailer Cab 8:00 p.m. 1 Trailer Cab &Body 4:17 a.m. 1 Trailer Cab &Body 8:25 p.m. 1 Trailer Cab & Body 4:29 a.m. 1 Trailer Cab 8:30 p.m. 1 Trailer Cab 4:39 a.m. 1 Trailer Cab &Body 4:42 a.m. 1 Trailer Cab 4:58 a.m. 1 Trailer Cab 5:02 a.m. 1 Trailer Cab & Body DAILY LOG FOR FRIDAY,JUNE 16, 2000 TIME # ARRIVAL TIME # DEPARTURE 2:30 a.m. 1 Trailer Cab 3:10 a.m. 2 Trailer Cabs & Bodies 3:50 a.m. 1 Trailer Cab 3:53 a.m. 1 Trailer Cab 3:55 a.m. 2 Trailer Cabs 4:05 a.m. 1 Trailer Cab & Body 4:09 a.m. 1 Trailer Cab 4:29 a.m. I Trailer Cab 5:10 a.m. 1 Trailer Cab &Body 5:20 a.m. 1 Trailer Cab & Body 5:30 a.m. 1 Trailer Cab & Body 5:30 a.m. 1 Trailer Cab 3 DAILY LOG FOR THURSDAY, JUNE 15, 2000 TIME # ARRIVAL TIME # DEPARTURE 8:20 p.m. 1 Trailer Cab 3:30 a.m. 2 Trailer Cabs 10:30 p.m. 1 Trailer Cab 4:00 a.m. 3 Trailer Cabs 4:05 a.m. 1 Trailer Cab 4:15 a.m. 1 Trailer Cab 4:20 a.m. 1 Trailer Cab 5:10 a.m. 1 Trailer Cab & Body 5:20 a.m. 1 Trailer Cab &Body 5:20 a.m. 1 Trailer Cab 6:05 a.m. 1 Trailer Cab & Body 6:05 a.m. 1 Trailer Cab & Body DAILY LOG FOR WEDNESDAY,JUNE 14,2000 TIME # ARRIVAL TIME # DEPARTURE 5:10 a.m. I Trailer Cab 5:25 a.m. 1 Trailer Cab 5.15 a.m. 1 Trailer Cab 5:30 a.m. 1 Trailer Cab 5:40 a.m. 1 Trailer Cab 5:30 a.m. 1 Trailer Cab 5:35 a.m. 1 Trailer Cab & Body 5.40 a.m. 1 Trailer Cab& Body 5:45 a.m. 1 Trailer Cab & Body 10:30 p.m. 1 Trailer Cab 6:00 a.m. 1 Trailer Cab & Body 6.00 a.m. 1 Trailer Cab & Body 6:05 a.m. 1 Trailer Cab 6:10 a-m. 1 Trailer Cab 6:10 a.m. 1 Trailer Cab TowN OF AGAWAM MEMORANDUM To: Dominic Urbinati, Building Inspector CC: John P. Stone DPW Supt., File From: Engineering Department Date: June 2, 2000 Subject: Responsive Trucking - Silver Street - SP 339 - Certificate of Occupancy As per your request of June 1, 2000 we are notifying you as to the status of the Engineering Departments' site inspections for this project: 1. All in-ground utilities with respect to Engineering (water, drainage, sanitary sewer) have been inspected in their entire ty and have passed inspection. 2. Chlorination of the water main has been perfbrmed and this main has been passed fbr potability requirements. 3. Testing of the water and sanitary sewer main has been completed with both systems passing. 4. Surface improvements (landscaping, curbing, loaming & seeding, top and base coat bituminous concrete, strip ing/sig nage, cleanup, etc.) are not complete. 5. We have yet to survey the detention pond and cannot recommend the issuance of a Storm Drain Permit. If you have any questions, please do not hesitate to contact our department. Sincerely, Richard S. Seidnitzat' James T. Daley, P.E. -Civil Engineer I Town Engineer S:\Siteplan\Sp339_3.wpd 17 A 0 0 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 Q February 28, 2000 Mr. Pete Sickler, Construction Division Mgr. The O'Leary Co. P. 0. Box 377 Southampton, MA 01073 Re: Responsive Trucking , 3)39 Silver St, SP3319 Dear Pete: On February 25, 2000,you stopped in at our office to discuss drainage pipe material to be used on subject project. The Site Plan for this site, approved on November 21, 1999, called for all drainage to be SDR 35 PVC and you noted that you wished to use corrugated polyethylene pipe, instead. I said that we allow such alternate, approved on a site specific basis and that when we allow it, we require that the corrugated polyethylene pipe (conforming to AASHTO M294)have a smooth interior polyethylene liner and be provided with bell and spigot joints similar to Hancor TiteLine or"Shur Lock" ( bands as couplings are not allowed). The above are the materials used by the Agawam Public Works Department and provide a superior product, thus helping to reduce future complaints from tenants as well as the general public. Of course, if you choose to use PVC pipe as approved, there is no need to discuss this matter further with us. S'ncerely, James T. Daley, P. E., Town �nggineer C: John P. Stone, DPW Director; Deborah Dachos, OPCD Dir. S:\sp\339\01.wpd 0 0 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 490 November 16.. 1999 William Mocclo CZ) Responsive Trucking, Inc. co 339 Silver Street Agawam, IMA 0 100 1 Dear Mr, Moccio, C) At its meeting held on November 4, 1999, the Plann�ing Board discussed the revised plans for your new facility to be located at 339 Silver Street. The Board approved the revised plans entitled "Proposed Site Plan, Agawam, Massachusetts, For: Responsive Trucking, Inc., 3)39 Silver Street, Agawam, MA" prepared by D.L.Bean, Inc. and dated July 21, 1999, revised November 3), 1999 with the following condition'. 1. The first four(4) trees to be planted along the driveway are to be removed. The remainder of the trees are to be a mix of upright deciduous or ornamental trees, at least 1.5" in diameter. If you have any questions, please contact the Planning Office at 786-0400, extension 28'). Sincerely, Ronald LaRiviere, Acting Chairman Agawam Planning Board cc: Clerk Engineering Building O'Leary File Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 0 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department FROM: Planning Board DATE: October 27, 1999 SUBJECT: Revised Site Plan - Responsive Trucking - Silver Street Please review the attached revised Site Plan for Responsive Trucking to be sure it is ready for the Board's signatures. This office cannot sign off on the"white form" until the conditions of the Planning Board's Site Plan approval have been met. Thank you, DSD:prk THEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ENGINEERING PLANNING 0-ILEARY CONSTRUCTION 111111111IN11COMPANY SINCE 1955 October 27, 1999 Ms. Debbie Dachos Town of Agawam Planning Board 36 Main Street Agawam, MA 01001-1837 Re: Responsive Trucking Dear Debbie: In the process of applying for a building permit for Responsive Trucking, Nick Urbaniti has informed me that the conditions outlined in a letter to William Moccio from the Agawam Planning Board dated August 6, 1999, have not been addressed to the Board's satisfaction. With this letter I am submitting to you three copies of the revised site plans as prepared by D. L. Bean, Inc., dated July 21, 1999, revised September 15, 1999. In response to the comments from the Engineering Department issued August 5, D. L. Bean has added the additional notes as requested. A Notice of Intent was filed and an Order of Conditions was issued September 23 and recorded with the Hampden County Registry of Deeds October 22. A storm drain permit was issued September 24. All of the other necessary permits have been applied for at the DPW. The necessary plans were sent to Tennessee Gas, and a letter of approval was issued August 18. Also enclosed are cut sheets on the proposed light poles and building wall packs. I hope that the Planning Board conditions will be satisfied with the information provided herewith and that you will give your approval to Nick for issuance of a building permit. If any conditions remain unsatisfied or if you require more information, please give me a call at The O'Leary Company, Very truly yours, THE O'LEARY COMPANY, INC. OCT 2 7 1999 Theodore J. Boulais Project Manager lmk Enclosures THE O'LEARY COMPANY. INC. <S�UTLER MAIL ADORESS� P.O. BOX 377, SOUTHAMPTON, MA 01073-0377 0 CORPORATE HEADDUARTERS: 376 COLLEGE HIGHWAY, ROUTE 10, SOUTHAMPTON. MA 0107:3 BUILDER TELEPHONE: 413 527-13130 - PAX 413 527-2492 CAT. # WPM-W]B-250 HPS-PC-MT-BRZ j B' THE WALL PACK SERIES PACKSThe WP's contemporary design exceeds requirements and complements virtually any architectural detail. Its sound, weather-resistant construction ensures durability, providing maximum lighting efficiency and energy-eff icient low wattage. For a superior wall light, specify WP. SPECIFICATIONS HOUSING SOCKETS FINISHES The WP's die-cast aluminum The porcelain medium-or Each WP fixture is provided with a housing is available in three sizes� mogul-base sockets feature a durable baked-on Polyester small,medium,and large.The single piece screw shell and Powder Paint Finish.Standard housing gives a clean appearance spring-loaded center contact for finish is bronze. while increasing housing strength long life, BALLAST WPS and ensuring weather-tight LIGHT SOURCES H igh-powe r f actor type Metal construction. The WP is designed to Halide ballasts(+10%to-10% LENS operate with any of the lamp power regulation)are rated WPS is provided wfth one piece following lamp types:High for-20' F operation.High Pressure polycarbonate front housing. Pressure Sodium or Metal Halide. Sodium ballasts are rated for.40' F WPM is provided with Clear lamp is supplied as standard. operation. polycarbonate front housing or REFLECTORS/DISTRIBUTION INSTALLATION front borosilicate tens in two piece housing. WPL is provided with PATTERNS Each WP fixture is shipped two piece housing with The WP fixture is offered with complete with cast-in drilling borosilicate lens. wide beam distribution. The templates or plugged,threaded DOOR FASTENERS anodized reflector ensures 1/2'conduit outlets for installation maximum photometric convenience. Not recommended WPM WP door fasteners have two performance. Photometric data is for ceiling mounting. captive corrosion resistant screws certified by an independent testing to ensure proper locking. facility. PHOTOMETRICS WPM-WB-150-PC 15OW High Pressura SodIUM in Wide Beam Distribution MTG. WPL 3MH 2MH IMH 0 IMH HT. A B C 0 E F 0 12' 13.891 5.561 2.78 1.39 .56 .28 .14 U91. ct 14'110.20 08 2.04 1.02 .41 .20 .10 T 0 6. 8 08 listed for wet locations. 1 V 7.81 3.13 1.56 .78 .31 .16 .08 1181 6.17 2.47 1,23 .62 .25 .12 .06 2 20.1 5-00 .05 2.00 1.00 50 20 .10 .05 0'1 5.00 22'1� 4.13 1.65 .83 41 .17 .08 .04 2MH 24*1 3.47 1.39 .691 .351 .14 26' 2.961 1.18 .591 .301 .12 -N .03 3Mji 12C 2.551 1.02 .511 .261 10 A5 .03 1 30'� 2.221 .89 .441 .221 .09 .04 .02 4MH 5MH Lumen Rating 16,000 Levels shown are in footundles. Front *�HTIHO SYSTEMS 10000 Alliance Road-P.O.Box 42728-Cincinnati,Ohio 45242-D728-(513)793-3200-FAX 4513)9114-1335 -7 LA WPS WPM WPL DIMENSIONS WPM WPL WIPS F-117" I V 14 7/8" r ORDERING INFORMATION select appropriate choice from each column to formulate order code. Refer to example below. Luminalre Lamp Line Lumina're Prefix Distribution Wattage Light Source Lans Voltage Flivislo, 11 options 1 1 50 MH-Metal Halide-50 PC-Polycartionate 120 BRZ-Bronze PCI-Photoelectric WPS _W8_Wide Beam Smal 70 HPS-High Pressure Sodium-70 control 150 MH-Metal Halide-175.250 PG-Pressed Glass BRZ-Bronze RD-No Options 175 46U High PrOssure Sod ium- L at WPL 400 MH-Metal Halide-400 PG-Pressed Glass POR-Photocell Recept3cle' Large HPS-High Pressure Sodium- 4W EXAMPLE OF A TYPICAL ORDER WPPA WB 175 MH PG MT BRZ NO 'PCR option requires PCE accessory "Multi Tap consists al 12OV,208V,240V,and 27TV. Multi Tap is pre-wired for 27TV. Alternate voltages will require field re-wiring. ACCESSORY ORDERING INFORMATION (Accessories are Field Installed) Destriplion Order Number PCE MT-External Photoelectric Control 148887 PCE 480V-External Photoelectric Control 148688 NOTE:PCE Available for Urge Flartura Only CAT. # WPL-W13-400 HPS-PG-MT-BRZ HE L PACK SERIES 11* WALL PACKS The WIP's contemporary design exceeds requirements and complements virtually any architectural detail. Its sound, weather-resistant construction ensures durability, providing maximum lighting efficiency and energy-eff icient low wattage. For a superior wall light, specify WP. SPECIFICATIONS HOUSING SOCKETS FINISHES The WP's die-cast aluminum The porcelain medium-or Each WP fixture is provided with a housing is available in three sizes: mog ul-base sockets feature a durable baked-on Polyester small,medium,and large.The single piece screw shell and Powder Paint Finish.Standard housing gives a clean appearance spring-loaded center contact for finish is bronze. while increasing housing strength long life. BALLAST WPS and ensuring weather-tight LIGHT SOURCES H ig h-power factor type Metal construction. The WP is designed to Halide ballasts(+10%to-10% LENS operate with any of the lamp power regulation)are rated WPS is provided with one piece following lamp types:High for-20' F operation.High Pressure polycarbonate front housing. Pressure Sodium or Metal Halide. Sodium ballasts are rated for-40' F WPM is provided with Clear lamp is supplied as standard. operation. polycarbonate front housing or REFLECTORS/DISTRIBUTION INSTALLATION front borosilicate lens in two piece housing. WPL is provided with PATTERNS Each WP fixture is shipped two piece housing with The WP fixture is offered with complete with cast-in drilling borosilicate lens. wide beam distribution. The templates or plugged,threaded anodized reflector ensures 1/2'conduit outlets for installation DOOR FASTENERS maximum photometdc convenience. Not recommended WPM WP door fasteners have two performance. Photometric data is for ceiling mounting. captive corrosion resistant screws certified by an independent testing 0 to ensure proper locking. facility. PHOTOMETRICS WPM-WB-150-PC I SOW High Pressure Sodium Wide Beam Distribution WITG. WPL 3MH 2MH IMH 0 IMH HT. A B C 0 E F G 12' 13.891 5.561 2.78 1.391 .56 .28 .141 t ct 0 14' 10.20 4.08 2.04. 1.02 .41 .20 .10 listed for wet locations. 4 3 5 0 8 3 2 47 2 00 22' 4.13 1.65 .83 .41 .17 .08 .041 1 9 2MH 24' 3.47 139 69 .35 .14 .07 03� ,.1. - 26' 296 118 .59 .30 .12 .06 .031 3NAH 51 26 10 '05 % 3.1 V�221 .891 �441 16' 7.81 3.131 1.56 .781 .31 .16 .08 18' 6.17 2.47 1.23 .62 .25 .12 .06 1MH 5.00 2.00 1.00 .50 .26 .10 .051 *Bi �221 �09 G4 Z21 QH 5MH Lumen Rating 16,000 Levels shown are in tootcandles. Front OLT 7 19S9 Vuk r . LIOHrING SYSrEMS 10000 AllianCB Roacl-P.O.Box 42728-Cincinnati.Ohio 45242-0728*(513)793-3200-FAX(513)984-1335 A, JOB: LUDLOW TECH WPL_- WB—,400 �31 L /C_1#-ff/N0 SySrLVPfS WPS WHA WPL DIMENSIONS WPM WPL WPS F-16 5/8" F-17' I V Lsl/4"i 89/15.j ORDERING INFORMATION select appropriate choice from each column to formulale order code, Refer to example below. Lurninalre Distribution Lamp LighlSource Larks Line Luminalre Options Prefix Wattage Voltage Finish 7 WPS WB-0de Beam 50 MH-Metal Halide-50 PC-Polycarbonale 120 BRZ-Bronze PC)-Photoelectric &mail I L'OORDELRI,NG conlrol min'" pre," �vPS wa_wd s_ail 70 HPS-High PreSSU,'e Sodium-70 W P PM 150 MH-Metal HaFde-1 75,250 PG-Pressed Glass LMT Milli-Tao-,' )BRZ-Bronze NO-No Options Medium 175 HPS-High PreSSurl Soclium- 481 250 150,250 PC-Polycarbonate K, L w L L4:f .,MH-Metal H I IPG--Pressed Glass PCR-Phoiocell Receptacle' �Ww PrL, L", HPS-High Pressure Sod�um- L.,J. 400 EXAMPLE OF A TYPICAL ORDER WPM WEI 175 IMH PG MT BRZ_N0 'PCS Option reqUire$PCE accessory "Multi Tap consists of 120V,20BV.240V,and 277V. Multi Tap is pre-wired for 277V. Alternate voltages will require field re-wiring, ACCESSORY ORDERING INFORMATION (Accessories are Field installed) DascrIpilan Order Number PCE MT-External Photoelectric Control 148687 PCE 480V-External Photoelectric Control 148688 NOTE:PCE Available lor Large fixture Only CITATION@ SERIES .' OTATION DfOctive styling combined with excellent lightiontrol...that is the Citation. Available in three sizes,the clean, strong, and refined Citation enables the achievement of architectural continuity. This is accomplished by combining small, medium, and large fixtures in a harmonious lighting landscape. SPECIFICATIONS HOUSING SOCKETS FINISHES The Citation's one-piece aluminum Porcelain mogul-base sockets Each Citation fixture is finished housing is available in three sizes: feature spring-reinforced with DuraGrie,LS1 Lighting small,medium,and large,Corners contacts for long lite, Systems'revolutionary superior are welded and finished to produce LIGHT SOURCES baked-on polyester-powder a clean,sharp appearance while finishing process,to give the increasing housing strength The Citation is designed to operate fixture an exceptionally attractive and ensuring weather-tight with any of the f ol lowi ng lam p appearance,Standard finish construction.Each fixture is types:High Pressure Sodium, colors available for the Citation LIL listed and CSA certified Super Metal Halide,or Metal Halide are bronze,black,platinurni , for wet locations. with mogul-base sockets. cocoa,buft,while,and green. LENS/GASKET REFLECTORS/DISTRIBUITION The DuraGrip polyester finish Citation's clear flat tempered PATTERNS withstands extreme weather glass lens is sealed to the lens Three reflector systems changes without cracking or frame with silicone sealant.The and distribution patterns are peeling.Finish is guaranteed lens frame features a continuous, available with the Citation: f o r f ive fu 11 years. one-piece EPDM gasket for Asymmetdcal(A),Type 111(3) BALLAST maximum sealing to the housing. medium distribution pattern for High-power factor type ballast increased pole spacing,and is mounted to the housing DOOR FASTENERS Forward Throw(FT)for perimeter reinforcing plate.The ballast is The Citation features an extruded lighting applications to eliminate designed for-200 F operation. aluminum door frame.The Citation stray light and produce a sharp features two captive door fasteners backside cutoff.A field-rotatable BRACKETS to provide secure closure and easy reflector,which provides flexibility Bolt-on brackets are shipped access with no loose hardware. in distribution patterns without standard with Citation fixtures. moving the fixture,is available A 2-1/2'x 6'x 6'aluminum with the large 1000 Watt Forward arm mount(bolt-on bracket) Throw Citation only.All is shipped with a small Citation photometric data is certified by (CTS),and a 2-112*x 6'x 12* an independent testing facility. aluminum arm mount(bolt-on PHOTOMETRICS bracket)is shipped with a medium or large Citation(CTM, 1 OOOW Metal Halide(Single) CTL). (A 6'bracket is available Type FT-forward Throw for CTM,CTL in single and MT(; D1800 configurations, It must be 3MH 2MH 1MH 0 2MH HT� A 8 C 0 E ordered from the Options column 20' 1125 4.50 215 1.13 0.45 of the ordering chart.)Refer to NN 22' 9.30 3.72 1.86 0.93 0.37 ZSP,Q uam 24' 7,81 3,13 1.56 0.78 0.31 Poles/Brackets section of catalog 25' 6.66 2.66 1.33 0.67 0.27' for other mounting options,which 2 4' 5. ON", 2 B. 10 2B 5,74 2.30 1.15 0.57 0.23 must be ordered separately. 2 30, 5.00, .00, 1 00 0,50 0.20, A 5. POLES IMH 35' 3.67 1A71 0.73 0.371 0,151 6 39- 2.96 1.181 0,59 0,30 0,12 Ref er to Po les/B rac kets secti on 5 0.22 0.09 2MH [45--72-2-0.891 0.44 L9 of catalog for pole information. 50' 1.80 0.721 0.36 0.18 0.07 UL listed for wet locations. MEN04MH T Lurnen Rating 107,800 CSA CertIfled MENE Levels shown are in foolcandles. GO Front kw L10HTING SYSTEMS A Division of LSI Inclusiries Inc. ;0000 Artiance Road-P.0,13ox 42728-Cincirtnati.(>hio 45242-0728-(513)793-3200-FAX(513)984-1335 .JOB: LUDLOW TECH IF CTS-150 BPS-F-Pff-BRZ *11;w7wasysmHS C110 CITATION DIMENSIONS F 1)--r—A I AMC Bracket- 2-ball Pattern Flat Lens A . B . G 0 CTS(smaq IZU-1/6-1 b- 114-bi I D" CTIVI(Medium) 125' 8- 118-3/8' 12- CTL(Large) 129' 10- 121* 12" Note:A six-inch arm mount lbolt-on bracket)is shipped standard with a small Citation.A twelve-inchlarm mount(boll-on braclket)is shipped standard with a medium or large Citation,unless otherwise specified. LUMINAIRE EPA CHART Includes 6racket. *W_-- E single D90* D18D- go. TN120' 090, Parallel Small Citation(CTS)6'Bracket 'rT— 2.2 2.8 1 3.6 1 3.6 4,4 Medium Citation(CTMi 12*Bracket 2.4 4.1 4.8 1 6,5 1 6.6 8 2 Large Citation(CTL)12'Bracket 3.2 5.1 1 64 1 8L3 1 8.5 102 5.4 ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. Lummaire Lamp Line Luminair$ Prells Distribution Wattage Light Sourte Lens Voltage Finish Options 100 �F-Ciear flat 347V ULR—Z�3ron 68K-6'Bracket�CTM or CTL onr#' I Cij7S�all A-Asymmetrical Tempered BLK-Black PA-ParVel Fr-Forward Throv., 175 Glass IMT-Multi Tap- PLT-Platinum PCR-Phomelecmc Control 175 Watt COA-Cocoa Receptacle MH-Metal Halide BLIF-Bull LL-Less Lamp 175 Wait WHT-White CL-Coated Lamp CTM-Medium A,-Asymmetrical 250 fi�P_S-HiFh—Pressu(e Sodium GRN-Green FS I 20V-Single Fusing rT__r7P_eW___1 an tj!4'0'0 Wo� FS277V-Single Fusing FS34 7V-Single Fusing UL��101.11 SMH-Super Metal Halide FD206V-Double Fusing 250,400 Wait F0240V-DGUD�e Fusino MH-Metal Halide F046OV-Douc It Fusin 250,400 Wait NO-No Options CTL-Large A-Asvrnmetrical 1000 HIPS-High Pres5ure Sodium 3-Type III 1000 Wait FT-Forwara Throvi' MH-Metal Halide 1000 Watt Note:PCIR 113nori installec and PC ' 27 prewireO for 277V.Alterna', EXAMPLE OF A TYPICAL Ij", f? ER vo3ages%!viIJ require fiela re',:nring. iei ]d�[? oja 'CTL-FT-Forward Throw reflectors are� 3table. CTM 3 400 HPS F MT BRZ NO "For international voltages.consult factory. I 'MT-M06 Tap is shipped standard unless otherwise specified. Multi Tap consists of 120V.208V,240V.and 277V. ACCESSORY* ORDERING INFORMATION 6'bracket can only"ofoerea wilh single and 0180,configurations, OPTIONAL BRACKE ORDERING INFORMATION DesOption Order Number Internal Fitter Tenon CTS HSS-House Side Shield 122519"- Mount! CTM HS5-House Side Shield 122520" Fitter' 99 C%HSS-House Side ShieW Q2521 singlelo-110 0.90 CTS PLS-Polycarbonate Shield 122522 Order jorinea (ondea Bracket Number 2 Sides) 4 SideSl Configuration CTM PLS-Polycarbonate Shield 122523 BKA-NM-Dl8O---CLR D1800 CTL PLS-Polycarbonate Shield 122524 Order Bracket BKA-NM-090---CLR 090, Number Configuration Jtnon size is 2-18'0 0.Consult faaM ior whef sizes RPP—Round Pole Plale 6908901* 8KA-41SF.0150---CLR 0180; Wall Mount PC120V—Photocell 122514 BKA-4[SF-090-*-CLR 090, Plate PC209V—Photocell 122515 BKA-5ISF-Dl8O-*-CLR 0180' PC240V—Photocell 122516 BKA-SISF-090-.-CLF 09V Order 0. Bracket Number Configuration PC277V—Photocell 122517 6KS-8O-WMUR Wall Mount PC480V—Photocell IZ2518 NMI:CLR-$peel)11WA 'Accessories are field installed. "SpKity lmlsh� 'Black oniv. EL SQUARE POLES STEEL #Square Poles from LSI Lighting Systems*r durable aesthetics to enhance your SQUARE specified lighting design. For a look that lasts, specify LS1 poles. SPECIFICATIONS POLE SHAFT BASE GROUND LUG POLES Pole shaft is electro-welded Pole base is ASTM-A36 hot-rolled Ground lug is standard. ASTM-A500 Grade C steel tubing steel plate with a minimum yield N,, with a minimum yield strength strength of 36,000 psi.Two-piece DUPLEX RECEPTACLE SON- SOBO- of 50,000 psi.On Tenon Mount fabricated square aluminum base Weatherproof duplex receptacle 2-3/8"O.D. Bolt-On is optional. x 4-314" Mount, steel poles,tenon is 2-3/8'0.D. cover is optional. Tenon 2-Boll high-strength pipe.Tenon is P 4-3/4'in length.Straight poles ANCHOR BOLTS GROUND FAULT Poles are furnished with anchor CIRCUIT INTERRUPTER are 4',5%and 6'square. bolts featuring zinc-plated double Ground fault circuit interrupter HAND-HOLE nuts and washers.Galvanized is optional, Standard hand-hole location is anchor bolts are optional.Anchor FINISHES 4 12'above pole base.Hand-hole bolts conform to ASTM-A36 with Each pole is finished with DuraGrip", size is 2'x 4'.Poles 22'and a minimum yield strength of LS1 Lighting Systems'revolutionary above have a 3'x 6"reinforced 36,000 psi. superior baked-on polyester-powder Square hand-018. Pole Top finishing process,to give the pole an exceptionally attractive appearance. STEEL SQUARE POLES The process electrostatically applies POLE SELECTION CHART(All, 511 and 6" steel square poles) and thermally fuses a polyester powder to the pole.This unique but- Hitight EPA r OuWde Material Bull protection process provides an No 70 MPH 80 MPH 90 MPH 100 MPH Dimensions Circle Mounting 31 - - - - 4' s11G 8 extremely smooth and uniform Holes V 50.0 37.7 29.3 23.2 4' S11G 8 finish which withstands extreme to- ,-37.6 28.0 21.5 16.8 4' stir, __B weather changes without cracking �,V � A or peeling.OuraGrip finish features &-\151 23.3 16.7 12.2 9.0 4- S11G 0 a two-year limited warranty. ow- ,- ]7 Standard finish colors available for 16' -18.6 13.1 9.3 6.5 4' s11G 8 161 34.6 25.0 18.5 13.8 5' S11G C poles are bronzR,black,platinum, SF- is. 14.4 9.7 6.5 4,2 4' S11 G 8 cocoa,buff,white,and green. Single 18' 27.9 19.7 14.1 10.1 5- S11G C Flood Pole, 20' 11.0 7.0 4.2 2.2 4� SlIG 8 Optional DuraGrie Plus features Preparation 20' 18.7 12.8 8.8 5.9 4' S07G 8 added protection with a 3.0 to 5.0 20, 22.5 ISA 10.5 7.0 51 S11G c mil thickness of polyester-powder 20' 35.5 25.4 18.4 13.4 51 S07G D finish plus an inner coating.This M 22' 10A 153 3.4 1A 4' S1113 8 specially developed inner coating 22' 1&7 12�6 8.4 5A 4' S07G 8- is a thermal plastic hydrocarbon 22' 20,8 13,8 8.9 5.5 51 S11G c 22' 34.0 23,9 ITO 12,0 5* S07G D resin applied to the inside of the 24' 7.7 4.0 1,5 - 41 SlIG B pole to seal and protect against 24' 15.1 9.7 6'a 3.3 4" S07G B atmospheric and corrosive matter, 24' 16,7 10.5 61 11 5' S11G c OuraG(ip Plus finish features a 24' 22.5 14.9 9.7 5.9 51 Sl1H* 0- five-year limited warranty. 24- -28.6-. 19.6 13.4 8.9 51 S07121 0 24' 46.2 32.6 23.2 16.6 6. S076 J 26' 5.3 2.1 - - 4' S11G 9 26' 12.0 7.2 3.9 1.5 4' S07G a 26, 13.2 7.6 3.8 1.0 5' S11G c 26' 24.0 15.8 10.3 6.3 51 S07G D 26' 39.6 27.3 18.9 12.9 6' S07G J 28' U 4.9 1.9 - 44 S07G 8 25, 14 5 8.4 4.2 1.2 51 s11H' D 28* 19�9 12.5 7.5 3.9 51 S07G 0 _2 Hand-hoie 30, 313112 en 5.7 1.9 5' S11H* D I 30' 28.8 16.6 M15 6.6 6' S07G J 35' 18.3 lU 43 - 6. S07G J 39, 11,5 4.3 - - 6, SD7G 12, optional Standard Refer lo EPA data sheet for complete EPA information. "H"denotes high yi0d steel(70,00 psi). Base coy" Follow these steps to determine the luminaire/pole combination for your application. Projection *Select luminaire from Luminaire -Refer to Luminaire EPA Chart -Select MPH to match the wind speed in (4) Ordering Information. to determine EPA value. the application area. A,nchor -Select bracket configuration. &Select Height of pole. -Confirm the pole EPA that is equal to or B [Is exceeds the luminaire/bracket EPA as was previously determined. Foundation By Other k4gi L ICTHTINCT SYS 7"EHS A Division of ILSI industries Inc. 10000 Alliance Roaa-P.O.Box 42728-Cincinnati,Ohio 45242-0728-(513)793-3200-FAX(513)984-1335 ,a :7- 40W JOB: 'LUDLOW TECH i�POLES CAT 0 4SQ1 -A-1 5'-S-'BRZ-" WITH 0 40C-BRZ STEE QUARE , POLES LIOHTINO SYSM��.. BOLT CIRCLE or 14UN r 1, r mum �—ir 14.—j irwarcie 1'0*11clrdw iroroacude tr train b 0 C Slatted o'. We Boll Circle 13,1011, Anchor Boll Size 3/4'x 30* 3/4'X W V x.36' V X 36* Anchor Boll Projection 3-Vil, 3-1/4' 4- 4' ease Plate opening for Winoway ttry 3-i/8' 4-3/4' 4.518' 5-5/8, ease Plate Dimensions 10-1/8'sq.x3/4'thk. 10-1/8'Sq.x 3W thk. 10-1/8'sq.X 314'Ink. 12'sq.x 3/4'thk. Note.Base piale illustrations may 0anfid wAftot&f40ft.'DO-=-it for Setting anchor tititts.Consult factory for the base plate templates, ORDERING INFORMATION Select appropriate choice trom each column to formulate Order code. Refer to example below. ---------------- Palo Material Height Mounting Palo Finish Optlans Series Configuration 2- Rem RZ-BronzeT GA-Galvanized Anchor Ela; _1§W_A UUL_1UL.Sl=L.' 4SO130 S07G-7 Ga.Steel a, 'M73--Tauble 4LK-Black SF-Single Flood' 5SQBO St IR-I I Ga.Steel 10' 090*-Doutile PLT-Platinum OF-Double Flood' 6SOBO 12' BNW,-Double COA-Cocoa OGP-OuraGrip#Plus Consult pole selection 14' T90*-Triple BUF-Buff LAB-Less Anchor Baits chall on Opposite page� 16' TN1120,-triple WtIT-While NO-No Options 18, Q901-Quad GPIN-Green 20' QN901-Quad 22, PA-Twin Parallel Square Pole for 24' PT-Pole Top Mount Pole Top Mount 26, 28' 4SOP 30, 5sop 35' 6SOP, 39, Square Palo lot N-Tenon Mount Tenon Mount 115 (Standard tenon 4SON size is Z'pipe) 5SON 6SQN Square Pole (NO MOURtIng 11111611 4SQ1 5SOBO S07G 24 D180 PLT SF EXAMPLE OF A TYPICAL. ORDER D6P 'See Flood Lighting Brackets-i3olt-0i (page 62). ACCESSORY' DRILLING LOCATIONS Sides ORDERING INFORMATION A a C Side Hand-hole X Description Order Number _c. 48C-4'Souare Bass Covet 122559" 1 Sjq2le X 11 - D1801 X 58C-5*SQuare Base Cover 122561 090* X X 6BC-6'Square Base Cover 122563" iwj 0 T90* X X X ER2-WeatherproDl Duplex Receptacle 122564 side- Side T1201' X X X ER2-Weatherproof Duplex Receotacla for 122566" o"* X X Reinforced Hand-hole(Poles 18'and above) — Single FBO X +77 GF1-Ground Fault Circuit Jnrerrupler 722565— LN I Double F80 X GFI-Ground Fault Circuit Interrupter fat 122567' Sill. LIVW two"Mmismit be 120*10 the left and fight 0 We K Reinforced Harld-hole(Poles 22'and above) Ir Notes-Consult factory for custom variations. MHP`-Mounting Hole Plugs(3 plugs standard) 132336 [Hand-hole SidW Standard SF and OF Dole preparations are located Y4 of the height of the Pole frDM the base. *Accessories are field installed. finish. All LSI Lighting Systems'poles are guaranteed to meet the EPA requirements listed.LSI Lighting Systems is not responsible if a poJe order has a lower EPA rating than the indicated wind-loading zone where the pole will be located.Caution:This guarantee does not apply if the pole/bracket/ fixture combination is used to support any other items such as flags,pennants,or signs,which would add stress to the pole.LSI Lighting Systems cannot accept responsibility for harm or damage caused in these situations.Note:Pole calculations include a 1.3 gust factor over steady wind velocity.Example*poles designed to withstand 80 MPH steady wind will withstand gusts to 104 IVIPH-EPAs are for locations 100 miles away from hurricane ocean lines.Note:Hurricane ocean lines are the Atlantic and Gulf of Meyjco coastal areas. 'BRZ -:&'ZINGLE JOB: CTN—FT—i00 E1PS—F—NT—BRVBKA—B0—ADJ—.6 CTM_—?C)q@ g BR3EVA—B0—AW6—BRZ 10�SINGLE Cik Ic[TAT ki 2 -:6 —'TWIN @ 18(. 2 C I - — 0 PS r,CT IVt S�lj4 0 M%IneUF 07 1 at, VT a ItF I g C�n r I A Dis?i ng co e)jefefY11Igrp Ir ..in s �Btlf on. CITATION Available in three sizes,the clean,strong,and refined Citation enables the achievement of architectural continuity.This is accomplished by combining small, medium, and large fixtures in a harmonious lighting landscape. SPECIFICATIONS HOUSING SOCKETS FINISHES The Citation's one-piece aluminum Porcelain mogul-base sockets Each Citation fixture is finished housing is available in three sizes: feature spring-reinforced with DuraGdV.LSI tighting small, me'dium,and large.Corners contacts for long life. Systems'revolutionary superior are welded and finished to produce LIGHT SOURCES baked-on polyester-powder a clean,sharp appearance while finishing process.to give the increasing housing strength The Citation is designed to operate fixture an exceptionally attractive and ensuring weather-light with any of the following lamp appearance.Standard finish construction. Each fixture is types:High Pressure Sodium, colors available for the Citation UL listed and CSA certified Super Metal Halide,or Metal Halide are bronze,black,platinum, for wet locations. with mogul-base sockets. cocoa. buff,white.and green, REFLECTORVDISTRIBUTION The DuraGrip polyester finish LENS/GASKET PATTERNS withstands extreme weather Citation's clear flat tempered changes without cracking or glass lens is sealed to the lens Three reflector systems peeling. Finish is guaranteed frame with silicone sealant.The and distribution patterns are fur live full years. lens frame features a continuous, available with the Citation: one-piece EPDM gasket for Asymmetrical(A),Type 111 (3) BALLAST maximum sealing to the housing. medium distribution pattern for High-power factor type ballast increased pole spacing,and is mounted to the housing DOOR FASTENERS Forward Throw(FT)for perimeter reinforcing plate,The ballast is The Citation features an extruded lighting applications to eliminate designed for-200 F operation. aluminum door frame.The Citation stray light and produce a sharp features two captive door fasteners backside cutoff.A field-rotatable BRACKETS to provide secure closure and easy reflector,which provides flexibility Bolt-on brackets are shipped access with no loose hardware. in distribution palfterris without standard with Citation fixtures. moving the fixture,is available A 2-1/2'x 6'x 6"aluminum with the large 1000 Watt Fon-�ard arm mount(bolt-on bracket) Throw Citation only.All is shipped with a small Citation photometric data is certified by (CTS),and a 2-112'x 6'x 12' an independent testing facility. aluminum arm mount(bolt-on bracket) is shipped with a PHOTOMETRICS medium or large Citation(CTM, I OOOW Metal Halide(Single) CTQ. (A 6"bracket is available Type Fr-forward Throw for CTM,CTL in single and MTG. 01180�configurations. It must be 3MH 2MH 1MH 0 2MH HT. A B c a F ordered from the Options column 20' 11.251 4,50� 2,25 1,13 0.45 of the ordering chart.) Refer to 22' 9.301 3 721 1.86 0.931 0.371 Poles/Brackets section of catalog 24' 7.8113.131 1.56 0.7810.311 26' 6.66 2.661 1.33 0,67 0.27 for other mounting options,which 10 28' 5.74 2.301 1.15 0.57 0,23 must be ordered separately. MEN A 30' 5.00 2,001 1,00 0.50 0.20 POLES IMH 35' 3.67 1.471 0.73 0.37 0.15 MWILa 39� 2.96 0.30 0.12 Ref eir to Poles/Brackets section L:�6-I& 2MH 4 ' 2.221 1 022 009 Of Catalog for Pole information. 50� 1.80 0.721 0,36 MOM 3MH UL listed for wet locations: MEN (�o No0411-1 Lumen Rating 107.800 CSA Certified 0 Levels shown are�n fooicandles. C" Front L 10H77NCY SYS TEHS A Division of LSI Industries Inc. 10000 Alliance Road-P.O.Box 42728-Cincinnati.Ohio 45242-0728-(5131793-3200-FAX 1513)984,1335 JOB: LUDLOWTECH CAT. 0 CTM—FT-400HPS—F—f4T—BRZ/BKA—BO—ADJ-6—ERZ SING. 11 CAT.# CTM-3—GHPS—F—MT—BRZ/BKA—BO—AW—&Z SIN ;�;H7%&.§yiq;rg-3-400HPS—F—bff—BRZ/2#BKA—BO—IWJ-6— I I A1TJ 0 N BRZ 61MENSIONS F D--r—A I Bracket- 2-boll Pattern Flafteris A B C D w", CTS(Small) 20-1/8' 8* 14-5/8' T CTM(Medium) 25' 8' 18-3/8' 12" CTL(Large) 129' 10- 121- M12' Note:A six-inch arm mount(boll-on bracket)is shipped standard with a small Citation,A twelve-inchlarm mount(bolt-on bracket)is shipped standard with a medium or large Citation,unless otherwise specified. LUMINAIRE EPA CHART,.,t— Includes bracket. f L — Si 91, D90- 0180- T90' TN120' Q90* Parallel Small Citation�CTSi 6'13raCket —14— 2.2 1' 1 3.6 1 3.6 1 __r4_ Meji urn Calion I CTM 1 12'Bracket 2.4 4.1 1 4.8 1 6.5 1 6.6 1 82 Large Citalion(CTLi 12-Bracket 3.2 1 5.1 1 6A 1 11.3 1 8.5 1 10.2 5.4 ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. Luminaire Distribution Lamp Lighl Source Lens Line Luminaire Options Prefix Wattage Voltage*" Finish CTS-Srnv A-AsviTimetfical 100 HPS-High Pressure Sodium F Cl ar Rat 347V tRZ-Bronze 68K-6'Bracket(CTM or CTL calyj" too,150 Wait 3-T.,�e 111 150 mpeired —ER-7—acK PA-Parallel r-�crward Throw 175 SMH-Super Metal Halide Mf_-hlufti Tap'! PLT-Plat�num PCR-Photoeleclr;c Control 175 Watt COA-Cocoa Receptacle MH-Metal Halide BUF-Buft LL-Less Lamp 175 Watt WHT-White CL-Coated Lamp ov GFIN-Gieen FS I 20V-Sing le f using CTM-klemuq A-AS,mmetrical 250 JjE5_-_jiigh Pressure Sodium FS277V-Singfe Fusing 31 115 250.�2�Walt FS347V-Single Fusing FT-FON�ard Throw SMH-SwpFr-Me al Halide FD208V-Double Fusing C T P m r n I a x a TM 250.400 Wait FD240V-Do Lible Fusing MH-Metal Halide FD480V-Double Fusing 250.400 Wait NO-No Options CTL-Lage A-Asymmelrical 1000 HPS-High Pressure Sodium 3-Type 111 1000 Wait FT-Forward Throw MH-Metal Halide 1000 Watt Note:PCFI fact cry installed and prewired to,277V.Allernate EXAMPLE OF A TYPICAL ORDER voltages will require field rewiring TTL-l"T--orviard Throvi reflectors are field-rolataol, f CTM 3 400 HPS F MT BRZ wo "For inlerna�ionat voilageS,Consult factory. 'MT-M u�ii Tap is shi p PeC standard unless otherwise specified. Multi Tap consists of 120V,208V,240V,and 277V. "A 6'tlrac'�et can anty,be ordered with single and D180-conflgurations. ACCESSORY* ORDERING INFORMATION OPTIONAL BRACKE ORDERING INFORMATION Description Order Number Internal Fitter Tenon CTS HSS-House Side Shield 122519'* Mount CTM HSS-House Side Shield 122520" Fitter* GTL HSS-HousL Side Shield 122521 Singwo-i8o 0.90 CTS PLS-Polycarbonate Shield 122522 Order (onileo r0filled Bracket Number 2So..) 4 SideS� Configuration CTM PLS-Polycarbonate Shield 122523 OKA-NM-D]80---CLR D1801 CTL PILS-Polycarbonate Shield 122524 Order Bracket BYA-NM-090---CLR 0904 Number Configuration RPP-Round Pole Plate 6908901, OKA-4ISF-D160---CLR D180' Tenon size is 2-319'0 0.Consuft factory for other sizes PCl 20V-Photocell 122514 BKA-41SF-Q90---CLR 090, Wi Mount PC208V-Photocell 122515 RA-5ISF-DI80---CLR 0180� P L:It 11 8 PC240V-Photocell 122516 S -5JSF-O9D---CLR - U,der 8. Co racket KA 090' -_ Number rifiguration PC277V-Photocell 122517 Nola:CLP-_,�.4n,1-r-Sr OKS-BO-WM---CLR Wall&taunt PC480V—Photocell 122518 'Accessories are lield inslailed. "Specify iinisn. 'Black only. _j diEPLACEMENT AND RETROJJ BRACKETS BRACKETS 'Wackets are easily ordered from Ordering InlWation Chart on the next page. F 0 R A R E A L I G H T I N G F I X T U R E 5 OPTIONAL BRACKETS HABO—Hatteras HSBO—Hilton HIBO—Hilton Bolt-On Small Bolt-On Medium Bolt-On BO—Bolt-On Bracket SO_wM—wal I RBO_WM—Wall Mount Plate Mount Plate 2-1/2'x 6' 8'x 8* 8'X 2-1/2'x 12' 2-1/2'x 14' 80-PA— NM-PA—Tenon Mount NM—Tenon Mount Fitter' Parallel Arm Parallel Arm e��_3x 5. 24' Tx Wx 4 T A non dap o 2 for' Singla/D-180 0-90 prined (Drilled 2 Sides) 4 Sides) 6V, BO-ADJ—Boll-On NM-ADJ—Tenon NM-AD—Tenon Adjustable Mount Adjustable Reducers 11> 9 3/4' B A 0 d 2.5/2' 3,0/2* -A us D t 'b B 0"-on [Note:Bolt-on and tenon moun�t parallel arms are designed lor direct mounting of flxture to face of bracket. *Sliplitter fits standar�d 2-3/8'OD tenons(2.0 pipe). .0. . 3.0'.3.51.0,pipe sins are reduced to standard size Z-3Z 00(2.0 pipe),Consult factory for other sizes. .3 5 1.1)�OP,S'nsr ACCESSORY* ORDERING INFORMATION RPP — ROUND POLE PLATE For mounfing square braclarted fixtures to round poles. Omription Order Number RPP— RPP-Round Pole Plate 69089011, Round 'Accessories are field installed. Pole Plate '�HTWO SYSTENS AC)Msioaol LSJ Industries Inc. 10000 Alliance Road-P,O,Box 42726-Cincinnati,Ohio 45242-0728-(513)793-32W-FAX(5131984-1335 k66 U W AREA11GH1tqG BRACKETS L10HTINO SYSTLVHS INTERNAL F11TTER—ISF The internal titter is a patent-pending universal mounting bracket system that can dramatically reduce costs when used in retrofit or new construction applications. DETAIL OIL "J Positioning Rings Bracket Cap • Allows use of more existing poles and bases. • Internally slip fits into 4-inch or 5-inch square steel poles with wall thickness of 11 ga.(0.120')or 7 ga.(0.180'). • Can be used with all LSI Lighting Systems fixtures. Positioning 3-114, Rings;n • Easy,quick installation dramatically reduces installation time and costs. Lowest L Retaining Pin — When retrofitting,simply cut off the top of the existing pole to the required height.Drop the filter into the hole Threads and turn to tighten. • Design provides automatic alignment of fixture to pole,ensuring the fixture is always straight. Pol-snaft • Easy to adjust for unrestricted aiming. • Available in two sizes, • Fabricated from aluminum and polyester powder coat finished for extra durability and life. ORDERING INFORMATION Select appropriate choice from each column to formulate order code.Refer to example Delow. Bracket Bracket Bracket Length Bracket Options Designation Width/Type Configuration Finish 8KA-Bracket Aluminum HABO-Hatteras Soll-On S-Single 6' t aliZ--8fonzo' NO-No Options KSBO-Hilton Small Bolt-On 6' _9LK-black KIN-Hilton Med./Lrg.Soll-On 61 PLT-Platinum Color Decals COA-Cocoa 45-Ug4l Gold Metallic BLIF-Buff 20-Charcoal Metallic 1,11-IT-White 94-Blue Metallic GRN-Green 59-Dark Green 21-Tomalo Rea 55-Black 50-Wh;le 575-PLtly 01-Chrome 51-Dark Red 80-Bolt-Ort S-Single 61 12' 14' ADJ-Adjustable 6' NO-No options RBO-Round Bolt-On WM-Wall Mount BKS-Bracket Steel 80-Boll-On WIVI-Wall Mount PA-Parallel Mount 24' NM-Tenon Mount PA-Parallel Mount 48, RD-Reducers 2.5/2' 3.0/2' 3.512 SKA-8fackel Aluminum NM-'renon Mount S-Single D 1801-Double 090*-Double T901-Triple TN120*-Uple 0901-Quad AOJ-Adjustable BKA-Bracket Aluminum 41SF-IntairriaJ Fitter 01801-Doubl 51 SF-Internal Fitter 0901-Quad I r E 7F EXAMPLE OF ATYPICAL ORDER (BKA BO S 6 BRZ NO Note:Standard slipfilter fits 2-318'OD tenon(2.0 pipe size). q 97 � I I C 1 1, 1 .� ", I EL SQUARE POLES STEEL #Square Poles from LSI Lighting Systems*durable aesthetics to enhance your SQUARE specified lighting design. For a look that lasts, specify LSI poles. SPECIFICATIONS POLES POLE SHAFT BASE GROUND LUG Pole shaft is electro-welded Pole base is ASTM-A36 hot-rolled Ground lug is standard. ASTM-A500 Grade C steel tubing steel plate with a minimum yield DUPLEX RECEPTACLE with a minimum yield strength strength of 36,000 psi.Two-piece SON- 511110- of 50,000 psi.On Tenon Mount fabricated square aluminum base Weatherproof duolex receptacle I 2-31r D.D. Bolt-Dn is optional. X 4-31V 1 steel poles,tenon is 2-318*O.D. cover is optional. Mount. Tenon 2-80ti high-strength pipe.Tenon is ANCHOR BOLTS GROUND FAULT Pattern 4-3/4'in length.Straight poles F, Poles are f urn ished with anchor CIRCUIT INTERRUPTER No 11 are 1',1",and I'square. bolts featuring zinc-plated double Ground fault circuit interrupter HAND-HOLE nuts and washers.Galvanized is optional. 14 Standard hand-hole location is anchor bolts are optional.Anchor FINISHES 12'above pole base.Hand-hole bolts conform to ASTM-A36 with Each pole is finished with DuraGrjpg, size is 2'x 4'.Poles 22'and a minimum yield strength of 5r, above have a 3'x 6'reinforced 36,000 psi. LSI Lighting Systems'revolutionary quare hand-hole. superior baked-on polyester-powd.er Pole Top finishing process,to give the pole an exceptionally attractive appearance. STEEL SQUARE POLES The process electrostatically applies POLE SELECTION CHART(4", Y1 and 6" steel square poles) and thermally f uses a polyester Sol- powder to the paJe.This unique Height EPA i' Outside Material Bolt protection process provides an No 70MPH SOMPH 90MPH 10OMPH Dimensions Circle Mounting 3- - - - - 4' SIIG B extremely smooth and unif orm Holal 81 50.0 37.7 29.3 23.2 4' slia B finish which withstands extreme 19 37.6 28.0 21.5 16.8 4' sl IG 0 weather changes without cracking 12, 29.3 21.5 16.2 12.3 4' SIIG p or peeling.DuraGrip finish features W 23.3 16.7 12.2 9.0 4' S116 9 a two-year limited warranty. ow 14' 42.3 31.0 23.3 17.7 5. S11G c Standard finish colors available for 16, 18.6 13.1 9.3 6.5 4' S11G B 16* 34.6 25.0 15.5 13.8 5' S11G C poles are bronze,black,platinum, SF- 18' 14.4 9.7 6.5 4.2 4' sliG B cocca,buff,white,and green. slegle 1 ;8' 27.9 191 14.1 10.1 Y Silo c Flood Pole 20' 11.0 7.0 4.2 2.2 4' S11G Optional DuraGrir Plus features Preparation 20' 18.7 12.8 8,8 5.9 4' S07G B added protection with a 3.0 to 5.0 2D' 22,5 15.4 10,5 7.0 51 S1115 c mil thickness of polyester-powder 20' 35.5 25,4 18A 13.4 5' S07G 5 finish plus an inner coating.This 22' 1D.4 63 14 1.4 41 S11G B specially developed inner coating 22' 18.7 12.6 &4 5.4 4' S07G B 22, 20�8 13.8 9.9 5.5 5, SIIG c is a thermal plastic hydrocarbon 22' 34.0 23.9 ITO 12.0 51 S07G 0 resin applied to the inside of the 24' 7.7 4.0 1.5 - 4' S11G 8 pole to seal and protect against 24' 15.1 9.7 Co 3.3 4' S07G 8 atmospheric and corrosive matter. 24' 16.7 10's 6.2 3.1 5' S1 IG c DuraGrip Plus finish features a 24- 22.5 14.9 9.7 5.9 5' S11H' D five-year limited warranty. 24' 20.6 19.6 13.4 8.9 5' S07G D 24' 46,2 32,6 212 16.6 6' S07G J 26' 51 2.1 - - 4' SIIG 8 26, 12.0 7.2 3.9 1.5 4' S07G 0 26' 13.2 7.6 3.8 1.0 51 S11G c 25' 24.0 15.8 101 6.3 5' SD7G D 26' 39.6 271 18,9 12.9 6' S07G J 2 2 2 2 28' 92 49 1,9 4' S07G 8 2 2 2 2 2 2 2 2 2 4 4 6 6 6 2 4 4 4 4 5 6 a 2a, 14.5 8,4 4,2 1.2 51 511H, D 28, 19.9 t2.5 7.5 3.9 51 S47G 0 014- 30 Hand-hD1111 30, 11.2 5.7 1.9 51 SIIHI 0 X 2118 18.6 11.6 6.6 6' S070 J 3 5 5' 18.3 10.0 43 - 61 S07G J V't. ) 11's 43 - - 6' 507G J 12, optional Standard Aeter to EPA data sneet jor complete EPA Wormation. H"Oefloles high yield stW(70.MO C$il Base C*Val I I Follow these steps to determine the luminaire/pole combination for your application. Projection -Select luminaire from Luminalfe - Refer to Luminaife EPA Chart -Select MPH to match the wind speed in (4) Ordering Information. to determine EPA value. the application area. Anchor -Select bracket configuration. -Select Height of pole. -Confirm the pole EPA that is equal to or Baits exceeds the luminaire/bracket EPA as was previously determined. Foundation By Other L10HTIHO SYSTIENS A Mvision of LSI inaustries Inc. 10000 Afliance Road-P 0.Box 42728-Cincinnati,Ohio 45242-0728-(513)793-3200-FAX(513)984-1335 -JOB: --LUD.LOW- TECH - 30' LES W"H SINGIZS TWI 1800 % CAT 0 5SQBO—SllH_3 GA 0-'*Zi STE QUARE POLES 5SQB0—S11H-30—D 0— RZ—GA EA I-IGHTING SYSrEHS BOLT CIRCLE r2ainn rsquare Ir go"cl It 6 C Slotted Bait Circle 8*to I V 11" 111 12' Anchor Bolt Size 3/4'x 30' 314'x 30' V x 36' 1'x 36' Anchor Solt Projection 3-114* 3-114' 4' 4- Bass Plate Opening for Wireway Entry 3-5/6' 4-a/4* 4-5/8' 5-5/8' Base Plate Dimensions 10-1/8'sq.x 3/4'thk. 10-1/8'sq.x 3/4'.thk. 10-1/8'sq.x 314'thk, 12'Sq.x 3f4'thk. mplate Note:Base plate illustrations may phange without notice.Do not use for setting anchor bolts.Consult factory for M�� ORDERING INFORMATION Select appropriate choice from each column to formulate order code.Refer to example below. Palo Material Height Mounting Pole Finish Options Series Configuration tr'"M ",.Vr.4 a. C,9,- , 2-Boll Pattern Sl 16-11 Ga,Steel 3' S-Single $R GA-G31vpnized Anchpr Betts 8. LZ-Bronze, ok - S07G-7 qj._L1UL__ BLK--Black SF-Single Flood* l[§1 I TH-I I Ga.Steel 10- D9011-Double PILT-Platinum OF-Double flood' 6SQBO ------- 12, ON901-Double COA-Cocoa OGP-OuraGripa Plus Consult pole selection 14' T90*-Triple BUF-Buff LAB-Less Anchor Bolts chart on Opposite page. 16' TN120*-Triple WHT-While NO-No Options 18, 090,-Quad G FIN-Green 20' ON901-Quad 22' PA-Twin Parallel Square Pole lor 24' PT-Pole Top Mount Pole Top Mount 26' __29L. . 4SOP 3n, 5SOP 35' 6SQP 39, Square Pole for N-Terion Mount Tenon Mount (Standard tenon 4SON size is 2'pipe) 5SON 6SON Square Pole jNo mounting holes) 4$01 5sal EXAMPLE OF ATYPICAL ORDER 5SOBO S07G 24 D180 PLT SF DGP Flood Lignting Brackets-Bo It-On(page 62. 2=1 ACCESSORY* DRILLING LOCATIONS Sides ORDERING INFORMATION A 0 C 0 Bids Hand-hole x Description Order Number 4BG-4'Square Base Cover 122559** Sin le X 122561 58C-5'Square Base Cover i D90* X X 6BC-6'Square Base Cover 122563'* T90* x X x EF12-Weatherproof Duplex Receptacle 1225154- Side- Side T1200' x a. Harid-hol, Sin Ele ,.n. ER2-Weatherproof Duplex Receptacle for 122566" 090, X X x x Reinforced Hand-hole(Poles 18'and above) INt. gZ11 Single FBO X GA-Ground Fault Circuit Interrupter 122565 a==p Double FOO x x *Other two WAtions will be 120*to the left and 6M ol Side A. GA-Ground fault Circuit Interrupter for 122567" Sid@ Reinforced Hand-hole(Poles 22'and above) .)k. Notes:Consult factory lor custom variations. MHP-Mounting Hole Plugs(3 plugs standard) 132336 (Hand-hall Sid$) Standard SF and OF pole preparations are located 314 of[he height of the pole from the base. -Accessories are field installed. *'Specify 0ish. I I All LSI Lighting Systems'poles are guaranteed to meet the EPA requirements listed.LSI Lighting Systems is not responsible if a pole order has a lower EPA rating than the indicated wind-loading zone where the pole will be located,Caution:This guarantee does not apply if the pole/bracket/ fixture combination is used to suppont any other items such as flags,pennants,or signs,which would add stress to the pole.LS I Lighting Systems cannot accept responsibility for harm or damage caused in these situations.Note:Pole calculations include a 1.3 gust factor over steady wind velocity. Example:poles designed to withstand 80 MPH steady wind will withstand gusts to 104 MPH.EPAs are for locations 100 miles away from hurricane ocean lines.Note:Hurricane ocean lines are the Atlantic and Gulf of Mexico coastal areas. ATL AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: August 3, 1999 DATE RECEIVED: July 23, 1999 DISTRIBUTION DATE: July 23, 1999 PLANNING BOARD MEETING DATE: August 5, 1999 APPLICANT INFORMATION 1. Name of Business: Responsive Trucking, Inc. Address: 339 Silver Street, Agawam, MA 2. Owner: Responsive Trucking, Inc. Address: 449 Silver Street, Agawam, MA Telephone: (413) 789-1263 3. Engineer: D.L. Bean, Inc. Address: 40 School Street, Westfield, MA 01085 Telephone: (413) 562-7566 PLAN REVIEW Scale: 1"=60' Date: July 21, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): OX Description of Project; The proposed construction of a 12,600 sq.ft. trucking terminal with associated parking for employees, truck drivers and tractor trailers. Site Plan Review Page 2 Description of Site: Site is 36.82 acres in size and is located off of Silver Street. The majority of the acreage is located behind #295, #307 and #325 Silver Street with access being provide via a 60' strip to Silver Street. The Planning Board approved a Definitive Subdivision Plan for this site on July 17, 1997 and the Conservation Commission issued an Order of Conditions on July 31, 1997. Since the plan has changed and the Wetlands Protection Act contains new provision, a new filing with the Conservation Commission will be necessary. Provision for Traffic Flow: Vehicles enter the site by way of a 34' curbcut which decrease to 24' approximately 100' into the site. The proposed driveway is approximately 440' long. Parking: A number of different parking areas are provided. The driver parking area is located closest to Silver Street, is paved and consists of 40 spaces. Just south of this parking lot on the same side of the driveway is a 40 space parking lot for tractors. Across the driveway, adjacent to the building is an employee and visitor parking lot of 29 spaces (2 handicapped). To the south of the building is an approximately 3.44 acre gravel parking area for trailers- The petitioner should provide information regarding their present employment (i.e., number of truck drivers, other employee, number of trucks owned). Drainage: Drainage must be approved by the DPW and the Conservation Commission. Public Utilities: See Engineering comments, Land scapi ng/Sc reeni ng and Buffers: Additional landscaping will be required for this site. The plan shows a 130' X 360' trailer staging area located on the west side of the site, visible from Silver Street. This area must be screened from Silver Street. The trailer parking area should be screened on the north side with a variety of trees (both evergreen and deciduous) which will eventually mature and create an opaque screen shielding this area from the view of the abutters. The tractor area should also be screened. A combination of fencing and living screens could be used. The purpose of the screening in this area, as well as the others, is to screen the view of the trucks from the residential properties across the street. Also in a correspondence from Randy Conklin to the Board of Appeals, it is mentioned that "the access driveway will be tastefully landscaped as will the property lines that face Silver Street to screen those areas from the street. This has not been shown on the plan. The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel". Site Plan Review Page 3 Sign Location: OX Exterior Lighting: A photometric plan should be submitted so that the Planning Board can evaluate the affects, if any, on adjacent properties. Rendering or Elevations: Colors and textures must be submitted. Dumpster Location: Dumpster must be gated. Other Comments or Concerns: This petition is presently before the Board of Appeals for the issuance of a Special Permit. Trucking Terminals must receive a Special Permit. It makes sense to delay any final action on this plan until the Board of Appeals has completed its review and issued its opinion. In addition, the Fire Department's request should be addressed. 0 TOWN OF AGAWAM MEMORANDUM D To: Planning Board CC: John R Stone, File, VRK From: Engineering Date: November 4, 1999 Subject: Site Plan - Revised Plans for Responsive Trucking, Inc. - 339 Silver Street - SP 339 Per your request dated October 27, 1999 we have reviewed the revised site plan entitled, "Proposed Site Plan, Agawam, Massachusetts, prepared for Responsive Trucking, Inc., 339 Silver Street, by D.L. Bean, Inc., dated July 21, 1999, revised September 15, 1999, scale V = 60'." We approve the submitted plan. If you have any questions, please do not hesitate to contact our division. Sli cerely, Si ermel 7--- --" ale an s�r� is Aown Enginee4r Civi Engineer I H:\ENGINEER\SITEPLAN\Sp339-2.wpd Town of Agawam M- 1 36 Nlain Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 October 26, 1999 William Mocclo Responsive Trucking 339 Silver Street Agawam, MA 0 100 1 Dear Mr. Moccio: Please be advised that this office cannot process the"white form" for the Responsive Trucking building permit application until the conditions of the Planning Board site plan approval have been met (see attached letter). More specifically, three sets of revised plans must be submitted to the Board for its approval prior to the issuance of a Building Permit. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, Deborah S. Dachos, Director OFFICE OF PLANNING& COMMUNITY DEVELOPMENT DSD:prk cc: Building Dept. Engineering Dept. I File Town of Agawam 36 Main Street Agawam Massachusetts 01001-1837 Tel. 413-786-0400 Fax 41-3-786-9927 August 6, 1999 William -'Moccio Responsive Trucking, Inc. )39 Silver Street Agawam, INLk 0 100 1 Dear Mr. Mocclo: At its duly called meeting held on August 5. 1999, theAgawarn Planning Board voted to approve the Site Plan entitled- " Proposed Site Plan, For: Responsive Trucking, Inc., 3)39 Silver Street, Agawam, VLV prepared by D.L. Bean. Inc. and dated July 21, 1999 with the following conditions: I The comments contained in the Engm' eering- Department's memo dated August 5, 1999 and attached. must be addressed. Cut sheets an the proposed lights and poles musts be submitted. landscaping plar must be submitted. A revi I � Three (3) sets of the revised Site Plan must be subrnitted to the Planning, Board for its approval prior to the issuance of a Building Perrnlit- If you have any questions, please contact the Planning Department at 786-4000, e-,aension 283). Sincerelv, Charles R. Calabrese, Chairman A!aawam Planru'ricy Board cc: Clerk D.L. Bean, Inc. O'Leary Co. Engineerima Building File ToNvNi OF AGAWAM MEMORANDUM To: Plannina Board CC: John P. Scone. File, VRK From: Enzineerinz Date: Auzust 3, 1999 Subject: Site Plan - Responsive Trucking,, Lne. - 339 Silver Street - SP 339 Per your request dated July 22. 1999 we have reviewed the site p[an entitled, "Proposed Site I Plan. Aea-warn. :.Vlassachuserts. prepared for Responsive Trucking, Inc.. -1,39 Silver Street. by D.L. Bean, Inc., dated July 21.. 1999, scale I" = 601" and we have the following comments: 1,) The following notes should be included on the plan: A. --Prior to any installation of any sewer, water or drainage lines. the conrracror/owner shall contact the Town of Agawam2s Engineering Division, 7 86-0400 x 275/8. No piping/appurienances will be installed or backif-Illed 'Xithout the permission of the division. B. "_-kil plantings must be maintained and that portion of the public ww.- abuning the parce-I andincludinq the treebelt shall be maintained in a safe and autractive condition by the o%vner of the parcel," 2.) Any existing tre.-s and/or woodline should be shown on the plan and labeled "to remain" or "to be removed." 3 P� 3,) A Notice of Inteni will be required For this site, we have received a co y of the StorrnwaLer '�,IanaQernent Fo=and we are in the process of review' - it. Some catch basins may require in" 4' sumps to achieve 80% TSS removal: but that %�dll be determined at a later date. A plan should be submitted includinQ the following: the location of sediment and erosion control, a detail of the sediment and erosion control, the inner and outer riparian of the brook, and 100' buffer zone from the wetlands (but not limited to these listed). 4.) We have received the Storm Drain Permit, storm drain calculations and a copy of the Stormwater ManaGement Form. We ai�e in the process of reviewing the calculations and we vvill address the matter at a later date. Leaching Basins/Cells should include overflow pipes (%viLh positive outflow) to get the run-off into the detention areas. The leeching basin that is cast of the office building does not include the rim elevation, this elevation should be included. .0 D We have received a copy of the application Car the Driveway Permit required by the Department of Public Works. it has be-In forwarded to their office. 6.) There is �in exis:ina I"' stub .or the wacer main that .�xiends to the propervt line, Our office has a plan of the 12" stub. Wldti ties. A reducer (wfiic� should be labeled on the plan) can connect to the stub. -!Irninacin- the ne-.d to lay a corine-.6iori in Silver Street. a, dirust restraint - Cield iok �.ia5ket detail should be included in the plans (artached The proposed 6" line is approximaick- 300' from the propervi line to the proposed buiiding. This distance could cause excessive ft�ction loss. The supply line should be sized for any Fire fighting need but in any case an 3" minimum size should be used - see below, T"he proposed building is more than 300'away from an existing rire hydrant. A Cue hydrant may need to be included on site, with a !ocation that is appropriate with :he Agawam Fire Department. If need be, details of the hydrant should be included as well. 7,) A copy of the plan should be sent to the Tennessee Gas Company. It is proposed that there will be trao rock -gavel surface areas (driveways) proposed over their gas line easement. These areas %ill be used as drive-ways for a trailer staain,:, area that is west of the TENRN-ECO easement. This should be subject to the approval of the Tennessee Gas Company. 8.) The proposed _3 35' radii for the proposed driveway is suff icient: for WB-50 trucks. but the curb cut for Lhis site ex:ends in front of the lands NIF Western Mass Electric Co. and N/F O-A. Inc. The curb cui should be within the frorimae of the proposed truck cerminal, the land of AnEhonv Liquorl and Roser A. Siate. As a m=' um consideration, the radii at the entrance should not interfere with any drives on adjac--ni properties. We are submitting a copy of a lette.- LhaEwas completed bv the Town's Law Deparrment. re2ardincy a sftuEar situation. 9,) Considering that this site is being used as a truc!". terminal we reconunend that thicker bituminous concrete pavement be used instead of the 2.5" shown in Ehe detail. 10.) The concrete sidewalk entering the proposed office building, should be a handicap ramp. The parking lot is lower in this area because there is proposed cape cod berm. The proposed rarnp should conform to the current .kAB standards. 11.) The proposed sa:�imry sv;ve, manhole in Silver Street, will require a Road Opening Pee I g Mlit from the Dcpartment of Public Works. The following note should be added to the Permanent Pavernent Replacemem Detail, "The trench within the road will require flowab[e Fill up to the existing pavement." The existing apron shown on the plan should be removed as well. 12.) The proposed Sanitary Sewer System for this site has flat slopes in between each of the manholes. There is depth to create steeper slopes in betwe-,n each of the saniqry sewer manholes. For instance, the proposed 6" line can have an invert in the propos�'d sanitary SeWer manhole at elevation 133.77. Also the southern most proposed sanitary manhole can be moved northerly 10 shorten the distance. 0.) According to ITE Journal, November 1996, the tractor length of a WB-50 design vehicle is 23.4'. The 40 spaces provide for the tractor parking are i-22' in length. The stalls provided should be increased to accommodate WB-SO trucks. The additional length added to the stalls may req'uiie the tractor parking to extend westerly. If you have any questions, piease do not hesitate to contact our division /J--arnese"e clyS' e T. Daicv, -E. Van �nakis Town Engineer Civil Engineer I H`£1GINEERA SrrEPL#fV1Sp339.wpd 0 0 TowN OF AGAWAM MEMORANDUM To: Planning Board CC: John P. Stone, File, VRK From: Engineering Date: September 23, 1999 Subject: Site Plan - Revised Plans for Responsive Trucking, Inc. - 339 Silver Street - SP 339 We have received a set of revised plans for Responsive Trucking in regards to the addressing our comments entitled, "Proposed Site Plan, Agawam, Massachusetts, prepared for Responsive Trucking, Inc., 339 Silver Street,by D.L. Bean,Inc.,dated July 21, 1999, revised August 12, 1999, scale V = 60'. 1.) We request that a letter be submitted to the Planning Board and our division by the Tennessee Gas Company stating that they approve the proposed trap rock gravel surface areas (driveways) over their gas line easement. 2.) We will grant a storm drain permit for this proposed site with the changes that were made to the drainage system. We would like to reiterate that the proposed drainage pipes are correctly sized for a ten year storm but may be undersized for a 100 year event. Information is available from our office should the proponent wish to size pipes for the 100 year storm. The increased pipe sizes will not create the post-development run-off to be greater than the pre-development run-off. If you have any questions, please do not hesitate to contact our division. on'ac'our I on. a Sincerely S" T re V-1- m )"James T. Daley,-. an col ann Town Engineer Civi ineer I HAENGWEER\S1TEPLAN\Sp339_1,wpd D. L. BEAN, INC ILNUVIew CITI�uRmouuzn Land Consultants Forty School Street WESTFIELD, MASSACHUSETTS 01085 DATE (413) 562-7566 September 24, 1999 FAX (413) 562-2091 ATTENTiON Debbie TO Town of Agawam Plann ResRonsive Trucking .7 N Silver Street, Agawam 36 Main Street Agawam, MA 01001 PLANNINA L�; i Plo "l, -Z 4"Ji"ll WE ARE SENDING YOU M Attached 1-1 Under separate cover via the following items: 0 Shop drawings [I Prints 0 Plans 0 Samples [I Specifications Z Copy of letter 0 Change order COPIES DA7E NO. DESCRIPTION 2 8-18-99 1 Copy of approval letter from Tennessee Gas Pipeline Company THESE ARE TRANSMITTED as checked below- 0 For approval L3 Approved as submitted El Resubmit—copies for approval M For your use 0 Approved as noted 0 Submit—copies for distribution El As requested D Returned for corrections 0 Return—corrected prints El For review and comment 0 :1 FORBIDS DUE 19 — 0 PRINTS RETURNED AFTER LOAN TO US REMARKS I Sincere/V4')A COPY TO SIGNED- If enclosures are not as noted,kindly notify us at once. Mfir� E. Shute, Sr. f. President LT(3P 137A TENNESSEE CAS PIPELINE an El Paso Energy company August 18, 1999 Mr. Marc E. Shute D. L. Bean, Inc. Forty School St. 7 Westfield, MA 0 1085 7f RE: Responsive Trucking, Inc. SEP 2 8 1999 339 Silver Street Agawam, Mass LL. # 15(R) Dear Mr, Shute: Our Engineering Department has had the opportunity to review your plan Entitled Proposed Site Plan Agawam, Massachusetts for Responsive Trucking Inc."dated July 2 1, 1999. Approval is hereby granted subject to the following conditions. I. At least 72 hours prior to any planned excavation or heavy equipment activity on or near our easement, you must call Mr. Al Garcia at(413) 786-1933. He will have someone standby when work is occurring on or near the easement area. 2. Namely, the Owner, or Developer must excavate, inspect and then backfill the excavation with select material. This work must be done under our direct supervision. If new bedding is required within the roadbed it will be at your cost and expense. 3. No structures, dwellings, trees, septic systems, leach fields, swimming pools, fences, water impoundment or other obstructions may be erected or placed upon the Company's permanent right of way and easement area. Such obstructions interfere with our ability to access, patrol, operate and maintain the pipeline fdcilities (especially should it bccome necessary to inoveheavy equipment along the right of way and easement area). 4. All areas of our easement disturbed by your activities must be stabilized as soon as possible. The area shall be limed, fertilized seeded and mulched if necessary. Thereafter, and until re vegetation has been established, any areas that show signs of erosion shall be immediately repaired. 5. Any associated cost Tennessee may have regarding this project outside our normal course of business will be 100% reimbursable by you. Our normal services typically cover items such as, line location, site inspection less than 2 hours, and project review. We will gladly explain what services we provide at no cost and give you an estimate for those reimbursable costs. Tennessee Gas Pipeline Company 8 Anngina Drive Enfield,Connecticut 06082 Phone(860)763-4081 Fax(860)763-6041 6. Compliance with these plans does not suggest or imply that you, your contractors, consultants or any other associated party is relieved of any responsibility or liability in the event Tennessee's pipelines or facilities are damaged in any way before, during, or after the construction of the proposed project. Tennessee will hold all parties responsible for costs incurred for ant breach of pipeline or facility integrity. Please contact me with any questions or comments at (860) 763-6015. R S, I Y ic DeCesare c e r P ci I pip lil rnincipal Pipeline Specialist cc: A. Garcia J. HarLman IfOnCIOSUMS are notes noted,kindly notify us at once, David L. Bean, President � 1 GEiVE.�� L /DOTES co liER4 GE = O . 7 9 -5ro 7��eToe-5 •- Zzo.oS ' Aft 3 r t ATE . . �� JUL 31999 / f 4 �+ p L' A N rN,i v U A R 0 z©ti�.d .• IiY.DWs T,�/.4 C. � 3o /�i20AOSE'L7 SiT�' ra�,9/�/ �6,4�i.q/^ .5�. s9CyUSE�T 7 1% OF DAVID � RICHARD • ' � o "',� CUHK Ha.29g9 H �" DATE: SCALE:cmt su,t y / CHECKED: ` L PLAN NO. SHEET NO. /DF D - L . BEAN, INC. SURVEYORS & 40 SCHOOL STREET WESTFIELD, MASSACHUSETTS ENGINEERS d6- '7. � Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 zz tn August 6, 1999 William Moccio Responsive Trucking, Inc. 339 Silver Street Agawam, MA 0 100 1 Dear Mr. Mocclo: At its duly called meeting held on August 5, 1999, the Agawam Planning Board voted to approve the Site Plan entitled: " Proposed Site Plan, For: Responsive Trucking, Inc., 339 Silver Street, Agawam, MN' prepared by D.L. Bean, Inc. and dated July 21, 1999 with the following conditions- I. The comm' ents contained in the Engineering Department's memo dated August 5, 1999 and attached, must be addressed. 1) Cut sheets on the proposed lights and poles musts be submitted. 3. A revised landscaping plar.must be submitted. Three (3) sets of the revised Site Plan must be submitted to the Planning Board for its approval prior to the issuance of a Building Permit. If you have any questions, please contact the Planning Department at 7864000, extension 28'). Sincerely, Charles R. Calabrese, Chairman Agawam Pianning Board cc: Clerk D.L. Bean, Inc. O'Leary Co, Engineering Building File TOWN OF AGAWAM MEMORANDUM S, To: Planning Board CC: John P. Stone, File, VRK From: Engineering Date: August 5, 1999 Subject: Site Plan - Responsive Trucking, Inc. - 339 Silver Street - SP 339 Per your request dated July 22, 1999 we have reviewed the site plan entitled, "Proposed Site Plan,Agawam, Massachusetts, prepared for Responsive Trucking, Inc., 33)9 Silver Street, by D.L. Bean, Inc., dated July 21, 1999, scale V = 60"' and we have the following comments: 1.) The following notes should be included on the plan: A. "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances Aill be installed or backfilled without the permission of the division." B. "'All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." 2.) Any existing trees and/or woodline should be shown on the plan and labeled "to remain" or "to be removed." 3.) A Notice of Intent will be required for this site, we have received a copy of the Stormwater Management Form and we are in the process of reviewing it. Some catch basins may require 4' sumps to achieve 80% TSS removal, but that will be determined at a later date. A plan should be submitted including the following: the location of sediment and erosion control, a detail of the sediment and erosion control, the inner and outer riparian of the brook, and 100' buffer zone from the wetlands (but not limited to these listed). 4.) We have received the Storm Drairi Permit, storm drain calculations and a copy of the Stormwater Management Form. We ake in the process of reviewing the calculations and we vvill address the matter at a later date. Leaching Basins/Cells should include overflow pipes (with positive outflow) to get the run-off into the detention areas. The leeching basin that is east of the office building does not include the rim elevation, this elevation should be included. 5.) We have received a copy of the application for the Driveway Pen-nit required by the Departmefit70f Public Works, it has been forwarded to their office. 6.) There is an existing 12" stub for the water main that extends to the property line. Our office has a plan of the 12" stub., with ties. A reducer (which should be labeled on the plan) can Lonnect to the stub, eliminating the need to lay a connection in Silver Street. A thrust restraint - field lok -7asket detail should be included in the plans (attached). The proposed 6" line is approximately 800' from the property line to the proposed building. This distance could cause excessive friction loss. The Supply line should be sized for any fire fighting need but in any case an 8" minimum size should be used- see below. The proposed building is more than 800'away from an existing fire hydrant. A fire hydrant may need to be included on site. with a location that is appropriate with the Agawam Fire Department. If need be, details of the hydrant should be included as well. 7.) A copy of the plan should be sent to the Tennessee Gas Company. It is proposed that there will be trap rock gravel surface areas (driveways) proposed over their gas line easement. ZD These areas will be used as driveways for a trailer staging area that is west of the TENNECO easement. This should be subject to the approval of the Tennessee Gas Company. 8.) The proposed 35' radii for the proposed driveway is sufficient for WB-50 trucks, but the curb cut for this site extends in front of the lands N/F Western Mass Electric Co. and N/F O-A, Inc. The curb cut should be within the frontage of the proposed truck terminal, the land of Anthony Liquori and Roger A. Slate. As a minimum consideration, the radii at the entrance should not interfere with any drives on adjacent properties. We are submitting a copy of a letter that was completed by the Town's Law Department, regarding a similar situation. 9.) Considering that this site is being used as a truck terminal we recommend that thicker bituminous concrete pavement be used instead of the 2.5" shown in the detail. 10.) The concrete sidewalk entering the proposed office building, should be a handicap ramp. The parking lot is lower in this area because there is proposed cape cod berm. The proposed ramp should conform to the current AAB standards. 11.) The proposed sanitary sewer manhole in Silver Street will require a Road Opening Permit from the Department of Public Works. The following note should be added to the Permanent Pavement Replacement Detail, "The trench within the road will require flowable fill up to the existing pavement." The existing apron shown on the plan should be removed as well. 12.) The proposed Sanitary Sewer System for this site has flat slopes in between each of the manholes. There is depth to create steeper slopes in between each of the sanitary sewer manholes. For instance, the proposdd 6" line can have an invert in the proposed sanitary sewer manhole at elevation 133.77. Also the southern most proposed sanitary manhole can be moved northerly to shorten the distance. B.) According to ITE Journal,November 1996, the tractor length of a WB-50 design vehicle is 2').4'. The 40 spaces provide for the tractor parking are 22' in length. The stalls provided should be increased to accommodate WB-50 trucks. The additional length added to the stalls may requirer�e the tractor parking to extend westerly. If you have any questions, please do not hesitate to contact our division S' cerely, � � S� e , lames T. Daley, P.E. Van a akis Town Engineer Civi Engineer T H;IENGMEEWSITEPLANISp334.wpd ,rowN OF AGAWAM MEMORANDUM D To: Planning Board CC: John P. Stone, File, VRK From: Engineering Date: August 5, 1999 Subject. Site Plan - Responsive Trucking, Inc. - 339 Silver Street - SP 339 Per your request dated July 22, 1999 we have reviewed the site plan entitled, "Proposed Site Plan,Agawam,Massachusetts, prepared for Responsive Trucking, Inc., 339 Silver Street, by D.L. Bcan, Inc., dated July 21, 1999, scale I" = 60"' and we have the following comments: 1) The following notes should be included on the plan: A. "Prior to any instal iation of any sewer,water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division." B. "All plantings must be maintained and that portion of 'the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." 2.) Any existing trees and/or woodline should be shown on the plan and labeled "to remain" or "to be removed." 3.) A Notice of Intent will be required for this site, we have received a copy of the Stormwater Management Form and we are in the process of reviewing it. Some catch basins may require 4' sumps to achieve 80%TSS removal, but that will be determined at a later date. A plan should be submitted including the following: the location of sediment and erosion control, a detail of the sediment and erosion control, the inner and outer riparian of the brook, and 100' buffer zone from the wetlands (but not limited to these listed). 4.) We have received the Storm Drain Permit, storm drain calculations and a copy of the Stormwater Management Form. We are in the process of reviewing the calculations and we will address the matter at a later date. Leaching Basins/Cells should include overflow pipes (with positive outflow)to get the run-off into the detention areas. The leeching basin that is east of the office building does not include the rim elevation, this elevation should be included. We have received a copy of the application for the Driveway Permit required by the Department of Public Works, it has been forwarded to their office. 6.) There is an existing 12" stub for the water main that extends to the property line. Our office has a plan of the 12" stub, with ties. A reducer(which should be labeled on the plan)can connect to the stub, eliminating the need to lay a connection in Silver Street. A thrust restraint- field lok gasket detail should be included in the plans (attached). The proposed 6" line is approximately 800' from the property line to the proposed building. This distance could cause excessive friction loss. The supply line should be sized for any fire fighting need but in any case an 8" minimum size should be used-see below. The proposed building is more than 800'away from an existing fire hydrant. A fire hydrant may need to be included on site, with a location that is appropriate with the Agawam Fire Department. If need be, details of the hydrant should be included as well. 7.) A copy of the plan should be sent to the Tennessee Gas Company. It is proposed that there will be trap rock gravel surface areas (driveways) proposed over their gas line easement. These areas will be used as driveways for a trailer staging area that is west of the TENNECO easement. This should be subject to the approval of the Tennessee Gas Company. 8.) The proposed 35' radii for the proposed driveway is sufficient for WB-50 trucks, but the curb cut for this site extends in front of the lands N/F Western Mass Electric Co. and N/F O-A, Inc. The curb cut should be within the frontage of the proposed truck terminal, the land of Anthony Liquori and Roger A. Slate. As a minimum consideration, the radii at the entrance should not interfere with any drives on adjacent properties. We are submitting a copy of a letter that was completed by the Town's Law Department, regarding a similar situation. 9.) Considering that this site is being used as a truck terminal we recommend that thicker bituminous concrete pavement be used instead of the 2.5" shown in the detail. 10.) The concrete sidewalk entering the proposed office building, should be a handicap ramp. The parking lot is lower in this area because there is proposed cape cod berm. The proposed ramp should conform to the current AAB standards. L 11.) The proposed sanitary sewer manhole in Silver Street will require a Road Opening Permit from the Department of Public Works. The following note should be added to the Permanent Pavement Replacement Detail, "The trench within the road will require flowable fill up to the existing pavement." The existing apron shown on the plan should be removed as well, 12.) The proposed Sanitary Sewer System for this site has flat slopes in between each of the manholes. There is depth to create steeper slopes in between each of the sanitary sewer manholes. For instance, the proposed 6" line can have an invert in the proposed sanitary sewer manhole at elevation 133.77. Also the southern most proposed sanitary manhole can. be moved northerly to shorten the distance. 13.) According to ITE Journal,November 1996,the tractor length of a WB-50 design vehicle is 23.4'. The 40 spaces provide for the tractor parking are 22' in length. The stalls provided should be increased to accommodate WB-50 trucks. The additional length added to the stalls may require the tractor parking to extend westerly. If you have any questions,please do not hesitate to contact our division S' cerely, � � S' e i James T. Daley, P.E. Van a akis Town Engineer Civi Engineer I HAENGINEERIS1TEPLAN\Sp339.wpd MEMO To: Planning Board From: Sergeant Donald Gallerani 6� Subject: Site Plan-Responsive Trucking, Inc.-339 Silver Street Date: August 4, 1999 Roadway: Silver Street is a heavily traveled roadway. It has both commercial traffic and residential traffic. In front of 339 Silver Street the total width of the roadway is 32 feet. The east bound lane is appr. 12 feet wide. The west bound lane is appr. 12 feet wide. The breakdown lanes on both sides of the roadway are appr. 4 feet wide. Visibility: Visibility is clear and unobstructed in both directions. Lighting: There are street lights within close proximity of the proposed driveway. There is one street light directly across the street from the driveway. There is another street light appr. 100 feet east of the driveway. There is another street light appr. 150 feet west of the driveway. There is private lighting in the area from other businesses and houses. Traffic Controls:None present. Sidewalks: There is a sidewalk located on the south side of Silver Street which is the same side as the proposed terminal. School Zones: Agawam High School and Perry Lane Nursery School are both located within a mile of this site, Playgrounds: Agawam High School and Perry Lane Park are both located within a mile of this site, Parking: The site plan calls for 69 parking spaces with 2 Handicapped parking spaces. This is not in compliance with the Town Code on Handicapped parking. Sixty nine parking spaces would require at least 3 designated Handicapped Parking Spaces Traffic Unit Impact Estimates-None Provided. Other. I have concerns of safety regarding these tractor trailer trucks pulling onto Silver Street from the terminal driveway. According to the site plan, the terminal driveway is 34 feet wide. Is a tractor trailer pulling out of the terminal going to be able to make a right hand turn onto Silver Street without crossing over the double solid line? If not, this would cause a head on accident to traffic traveling west on Silver Street and would be a violation of Mass General Laws for failing to keep right and staying within marked lanes. A 0 TOWN OF AGAWAM 'SE17S 01001 oil .36 MAIN STREET AGAWANI, NIASSACHU Tel. 413-796-0400 MIEMO TO: Building Inspector, Engineering, Police Dept., Fire Dept. FROM- Planning Board DATE: July 23), 1999 SUBJECT- S ite Plan - Resip onsi ve T rucking, Inc. - 3 9 S ilver S treet Please review and comment on the attached Site Plan for Responsive Trucking located on 339 Silver Street prior to the Board's August 5' meeting. Thank you. DSD/jq k 2 wzcp t jk CXPPCKt 6- uj/,-V11 wo aF 1:-.�,G A- WAM FIRE DEPARTMENt. APPR VAL TOWN OF AGAWAM .16 MAIN STREET ACAWANLNIASSACHUSETTS 01W1 Tel. 413-786-0400 MEMO TO: Building Inspector, Enginee6ng, Police Dept., Fire Dept. FROM: Planning Board DATE: July 23j 999 SUBJECT: Site Plan - Re§ponsive Trucking,'Inc. - 339, Silver Street Please review and comment on the attached Site Plan for Responsive Trucking located on 3 3 9 Silver Street prior to the Board's August 5h meeting. Thank you. DSD/jq F04F AGAWAM PLANNING BOARD FORM D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board office of Planning and Community Development 36 Main Street Agawam, MA 01001 1 Name of Business Responsive Trucking, Inc. Address 339 Silver Street, Agawam, MA 01001 2 . Name of Applicant/Owner Responsive Trucking, Inc. - Applicant Address 449 Silver Street, Agawam, MA 01001 Telephone 789-1263 3 . Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street - Westfield, MA 01085 Telephone 413-562-7566 4. Please give a brief description of the proposed project: This proposal is to construct a 12,600 sq.ft. build�ng in an industrial "B" zone as a trucking terminal. Es Current Owner: Anthony Liquori and Roger Slate L; Rev. 2/14/94 Em ESPONSIVE TRUCKING INC. JULY 7, 1999 TOWN OF AGAWAM BOARD OF APPEALS 36 MAIN STREET AGAWAM, MA 01001 TO WHOM IT MAY CONCERN: SUBJECT: SAFETY PROGRAM RESPONSIVE TRUCKING INC. , CONDUCTS QUARTERLY SAFETY SEMINARS FOR ALL DRIVERS EMPLOYED WITHIN OUR COMPANY. ALL NEW HIRES RECEIVE A SAFETY MEETING ALONG WITH FILMS AND CORRESPONDENCE ON DRUG AND ALCOHOL TRAINING. WE ARE CURRENTLY IN A RANDOM POOL FOR BOTH DRUG AND ALCOHOL TESTING WITH A LOCAL COMPANY (OCCU-HEALTH/EAST LONGMEADOW, MA) . IN ADDITION, IT IS ALSO A NORMAL PRACTICE WITHIN OUR COMPANY TO FOLLOW OUR DRIVERS ON A RANDOM BASIS TO INSPECT THEIR DRIVING ABILITIES WHILE OUT ON THE ROADWAYS . IF YOU HAVE ANY QUESTIONS OR NEED ANY ADDITIONAL INFORMATION, PLEASE FEEL FREE TO CONTACT ME AT YOUR EARLIEST CONVENIENCE AT THE NUMBER LISTED BELOW. SINCERELY, ESPONSIVE TRUCKING INC. b% L '41 JOSE�H HERRING JR. SAFETY DIRECTOR JUL 2 0 1999 P.O. Box 472 -Feeding Hills, MA 01030 .(413) 789-1263/789-2460 - FAX: (413) 789-4134 masswest July 19, 1999 Zoning Board Town of Agawam Agawam, Mass 0 100 1 Re: Responsive Truicking - Policy CA0080676 - Effective 4/10/99-00 To Whom It May Concern: MassWest Insurance Company has provided Automobile Liability to Responsive Trucking, Inc. of Agmvam, Mass for the past several years. During that time period, Responsive Trucking has maintained Commercial Automobile insurance coverage to protect the public's interest in the evcnt of an accident. Some of the poiicy coverage details are as follows: The Bodily Injury/Property Damage Limits for the above pol icy are $1,000,000 Combined Single Lim its each person and each accident. 'nic Experience Modifications For the current policy are 1.0 Liability and .81 Physical Damage. The loss experience has been very favorable 'In consideration of the exposures generated from this type short and long haul trucking operation. Please do not hesitate to contact me if I can be of service, Sincerely, Josep h D5. felato, CPCU, AU Senior C mmercialCLines U6nderwriter A member of the Wntorrhur'Swi�s Insurance Group 10,d74H FROM P 2 EALTH 43CCU-Fir= OCCURATIONIAL HEALTH AND QOMRLI./,,NCe GERVICFES 200 North Nlain Street - C;Dst Longmeadow, MA 01026 1413) 525-6003 - PAX (4131 SZ?5-9009 June 25. 1999 Mr. Joseph Herring Responsivo Trucrking Company P.O. Box 4 72 Feeding Hiiis NIA. 01030 Oear Thts letter i.onfirms Re*ponsive Trucking Companies participation in Occu-Health's random drug testing program. Responsive Trucking also provides pre-employment, pest accident, and for Cause testing under 49 CFR part 40 ruleS. Occu-Heallb's program i5 designed to meet all current Department of Triansporlation guidelines for random drug end alcohol testing, If you have any questions. please feel free to call me, BM.�. 7Z Christopher R. Parent THE OLEARY CO P�:a-IF- U1 Post-W Fax Noto 7671 r./25./.g IP'2,1,0� '70 BILL MOCCIO, SR. RANDY CONKLIN T Co. THE O'LEARY _'n' E N La F R I r%J G RLANrIJING Pnono 0 Phone 0 413-527-1360 01 ARY Ct:)P4STQ,;CTj0j,! 911110:14114co M PAN y M 413-7;9-1915 Far-# 413-527-2499 June 25, 1999 Town of Aoawam W Zomog Boud of Appeals ,Main Street Agawam, MA 01001 Re- Responsive Trucking, Case 91598 De4t Mr, Cbairmarj: As PCr Our Cun-iciSatiOn 1,15t Dight regardiDg Responsive Trucklog's request for a special pei-init, the fol.lowing Luformatiori sbould help to clarify somc of your coricerw: A-H paved areas will contain gas tTap oil/water catch basizi to prevent asny fuel spills froin entering the proposed storm water drainage systein. Buiidiug and yard ligbting %vill. be positioned to minimize glare onto abutters property. 9 -rhe site will corita�i a gated entrance off the Silver Street driveway whb fe'Dclng around the en(ranc-v, alon- with the driver aji6 tractor parking areas for- securilv. I ropeity lines that face 9 access driveway wil I be tastefiul!y landscaped cis will b�- the p S I I-,er S treet t D screen those areas fro ni the street, We will work with Jack Stone to elitninate his stated concerns regarding the driveway entrance onto Silver Sti-ect. As requested, please find enclosed a copy of the building floor plan and elevatious foc the proposed new facility for your review. Please review this additional L'nform-atiori and feel free to contact me foT ziny fiirther clarifi.cation that may be required. Sincr.rely, "M 0,,\,-A.RY CO3NQIUNrY, TNIC'. Randy Conklin President SM MA.L.AVQ$IF-5j5: P.O. GD-� Z:77. $OU'r�44AAP ON, MA 010-23-0377, 0 COPIPOAATE HLAOr-UAATU;6� 376 r--OLLFGEF FADU-rE iG. Gou-r�4Amr-rr;r,4, Nix,\0,z_,;7_�i TEL9PkONE:413 527-43ZO- FAA 4'Q Ze7-2403 STORM DRAIN DETENTION BASIN DESIGN Responsive Trucking July 1999 1 . : FFF I N D E X SOIL TYPES MAPS & SOIL LOGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J. — 7 COVER TYPES MAPS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 — 10 DRAINAGE AREAS MAPS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11— 15 TR55 TABULAR (EXISTING I & II) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16— 24 TR55 TABULAR (PROPOSED I & II ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25— 34 TR55 GRAPHICAL PEAKS (EXISTING I & 11 ) . . . . . . . . . . . . . . . . . . . . . . . �5— 41 TR55 GRAPHICAL PEAKS (PROPOSED I & II) . . . . . . . . . . . . . . . . . . . . . . . 42— 49 TR55 GRAPHICAL PEAKS (PROPOSED Iep) . . . . . . . . . . . . . . . . . . . . . . . . . . 50— 54 RATIONAL METHOD — DRIVEWAY & PARKING AREAS STORM SYSTEM DESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55— 60 LEACHING CELL/BASIN (ROOF DRAINS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61— 68 SYNOPSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69 DETENTION BASIN DESIGNS . . . . . . . . . . . . . . . . . . . . . mo . . . . . . . . . . . . . . . jO— 73 DEP — STORMWATER MANAGEMENT FORM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �4— 80 STORM DRAINAGE PERMIT APPLICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81 ri SCS SOILS WITHIN DRAINAGE AREA ON-SITE SOIL INVESTIGATION RESULTS IPDEN COUNTY, MASSACHUSETTS, CENTRAL PART SHEET AgA A ps Wel H MeA M A . MeA Me A M I t n aC A c% .OWA, Ng �.m eA :V 4L m c 'eA MeB WnS i N4 MeA MaS ip -%- (11 m e Poe F M e!d E u MeA s A; B 7 MeC ::E BuB -puA 4 N 16. ' 46 '0% c MeA e B X Wn B IF Wa "ev , AME3 MaC de f yn, b H u r MaR s 4' Corn Pu Ng SCS SOIL MANUAL let 48001 BUB -F i I Q � ` �a4Q cif t • � , � EPt�'�JLf t �,( U ti V •�r...aJI✓ � Y .r� r t• ruC,G�.v Gs'9S P. f�lc) r y3t L 4ri97dp zo1 i \ y � Jf� Nf • y r � r ��• Mottling Proposed4P//, Elevations r � 1 F.drssrs a'r�r 141 ' 14 138.7' 142' df #10 130.8 131 ' { ,� ' '# 129.7' 134' f 3�j ! #13 136. 1 135.5' �1 #14 133.2 134.7' � yy iL Xle ' 1 D h d ' m Va - U m m * J m • .•. rJ7 � L Nlly m a D h o a. u C ^ r i O a N m 0 f z � Is Ln d N 0 �► 10 dit m � m tu .i V m 0 y r O 1 0 ! `'1 « � H f - � 4 r � ~ 1 S _ � J m w 4 V i a L _m O e U C a. O C Z. In � ? J/ m D c , m v m � Z v m w � m O w All. Ln sm N ► J � v • ' � `o I y � _ {.7 � fl m 0 a V \ c � a 0 EXISTING & PROPOSED COVER TYPES EXISTING SOILS, COVER, & DRAINAGE AREAS July 19! M k� DRAINAGE AREA I I E lu 14 Ata 49 jW AREA 1E DRAINAGE 4. W-1 Al '6A A L P LEGEND Black = Impervious Blue Lawn Green - Cultivated Field Yellow = Over grown Pastui Brown - Gravel Drive Red - Swamp / Woods A Soil Type 1" 200' PROPOSED SOILS, COVER, DRAINAGE AREAS JUly 1999 vr DRAINAGE AREA I P "A" ItC11 -P� �61 t 4011: 1:t" -f -=z- 11C11 rass rass # `7 igras,"s L ITC1, ? DRAINAGE AREA II P C11 grass f "D" ras Note: Cover as noted on plan. Grass = Grass and/or Pasture !1. 1 CONTRIBUTING DRAINAGE AREAS OVERLAND FLOW ROUTES IV --- y .�'}� �� �� �' r ' -��•�� II -'4 11 - �'r ti , N( yea C'p 4' i �• F � � �G m ,y, i�.v O � .cb nr:dam. h-- t, — ��i J , y� o; 12 CP lab \^mil `}\�1[[VVI!„(.•�1 c - ..- - -, . ` } i� .�' •ice:r r..v; h ' �, 3 �, + F 4 w� ram♦ � �'Y , P •\ 'I 'a�� ;yam 1,•� r' S�lY� '� ,� '1 P•l V L' r I � I + ile •� to .s. It ji f TABULAR HYDRGGTAPH - EXISTING /7 RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: MA Checked: Date: Subtitle: EXISTING CONDITION (RES-TABE) Subarea : I ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% 2.75(39) - Impervious Areas Paved parking lots, roofs, driveways 4.28(98 ) - 0.48(98) - Streets and roads Gravel (w/ right-of-way) 0.51(76) - 0.23(89) - CULTIVATED AGRICULTURAL LANDS Row crops SR + Crop residue . good 5.46 (64) - 0.87(82) - OTHER AGRICULTURAL LANDS Pasture, grassland or range fair 6 . 33(49) - 5.89(79 ) - Woods - grass combination fair 3.22(43 ) - 2. 68 ( 76) - Total Area (by Hydrologic Soil Group) 22. 5 10. 1 ------------------------------------------------------------------------------- SUBAREA: I TOTAL DRAINAGE AREA: 32. 7 Acres WEIGHTED CURVE NUMBER: 66 ------------------------------------------------------------------------------- RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: MA Checked: Date: Subtitle: EXISTING CONDITION (RES-TABE) Subarea : rI ---------------------------------------------------------- -------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Streets and roads Gravel (w/ right-of-way) 0. 15(76 ) - OTHER AGRICULTURAL LANDS Pasture, grassland or range fair 5 .07(49) - 0 . 47(79) Woods - grass combination fair 1. 54(43) - 0. 17( 76) 1. 92(82) Total Area (by Hydrologic Soil Group) 6. 76 . 64 1. 92 ------------------------------------------------------------------------------- SUBAREA: II TOTAL DRAINAGE AREA: 9.32 Acres WEIGHTED CURVE NUMBER: 57 ------------------------------------------------------------------------------- TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: MA Checked: Date: Subtitle: EXISTING CONDITION (RES-TABE) -------------------------------- Subarea #1 - I ------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time' rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 200 0.030 F 0.364 Shallow Concent 'd 450 0.058 U 0.032 Shallow Concent'd 1275 0 .011 U 0. 209 open Channel 415 4 0 .029 Time of Concentration = 0 . 63* Shallow Concent'd 450 0.058 U 0.032 Shallow Concent'd 1275 0 . 011 U 0.209 open Channel 41.5 4 0. 029 Travel Time = 0.27* ------------------------------- Subarea #2 11 ------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr� ------------------------------------------------------------------------------- Sheet 3 100 0.009 J 0.207 Shallow Concent'd 780 0.021 U 0.093 Open Channel 300 5 0 .017 Time of Concentration = 0. 32* Shallow Concent'd 780 0.021 U 0.093 open Channel 300 5 0.017 Travel Time = 0. 11* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural Generated for use by TABULAR method CM 7 TABULAR HYDROGRAPH METHOD Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: MA Checked; Date: Subtitle: EXISTING CONDITION (RES-TABE) Total watershed area: 0.066 sq mi Rainfall type: III Frequency: 2 years -------------------------- Subareas -------------------------- I II Area(sq mi) 0.05* 0.01* Rainfall (in) 3.0 3.0 Curve number 66* 57* Runoff(in) 0.54 0 . 25 Tc (hrs) 0. 63* 0 . 32* (Used) 0.75 0.30 TimeToOutlet 0 . 00 0. 00 Ia/P 0 . 34 0.50 (Used) 0.34 0.50 Time Total -------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow I II 11 . 0 0 0 0 11. 3 0 0 0 11 . 6 0 0 0 11. 9 0 0 0 12 .0 0 0 0 12 . 1 0 0 0 12 . 2 0 0 0 12. 3 1 1 0 12. 4 2 1 1P 12. 5 4 3 1 12. 6 5 4 1 12. 7 7 6 1 12 . 8 8P 7P I 13. 0 7 7 0 13 . 2 6 6 0 13 . 4 5 5 0 13 . 6 4 4 0 13 . 8 3 3 0 14. 0 3 3 0 14. 3 2 2 0 14. 6 2 2 0 15 . 0 2 2 0 15 . 5 2 2 0 16 .0 1 1 0 16. 5 1 1 0 17 . 0 1 1 0 17 . 5 1 1 0 18 . 0 1 1 0 19.0 1 1 0 20.0 1 1 0 22.0 1 1 0 26 .0 0 0 0 P - Peak Flow value(s) provided from TR-55 system routines TABULAR HYDROGRAPH METHOD version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: MA Checked: Date: Subtitle: EXISTING CONDITION (RES-TABE) Total watershed area: 0.066 sq mi Rainfall type: III Frequency: 5 years -------------------------- Subareas -------------------------- I II Area(sq mi) 0.05* 0.01* Rainfall(in) 4.0 4. 0 Curve number 66* 57* Runoff(in) 1.09 0. 62 Tc (hrs) 0.63* 0.32* (Used) 0. 75 0. 30 TimeTooutlet 0 . 00 0.00 Ia/P 0. 26 o.38 Time Total ------------?- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow I II 11. 0 0 0 0 11. 3 0 0 0 '11 . 6 0 0 0 11. 9 0 0 0 12. 0 1 1 0 12. 1 1 1 0 12.2 2 1 1 12. 3 4 2 2 12. 4 7 4 3P 12. 5 10 7 3 12. 6 14 11 3 12 . 7 16 14 2 12 . 8 18P 16P 2 13. 0 17 16 1 13 . 2 14 13 1 13 . 4 11 10 1 13.6 8 7 1 13. 8 7 6 1 14. 0 6 5 1 14. 3 5 4 1 14.6 5 4 1 15. 0 4 3 1 15. 5 4 3 1 16 .0 3 3 0 16 . 5 2 2 0 17.0 2 2 0 17.5 2 2 0 18. 0 2 2 0 19.0 1 1 0 20.0 1 1 0 22. 0 1 1 0 26. 0 0 0 0 P - Peak Flow value(s) provided from TR-55 system routines TABULAR HYDROGRAPH METHOD Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: MA Checked: Date: Subtitle: EXISTING CONDITION (RES-TABE) Total watershed area: 0.066 sq mi Rainfall type: III Frequency: 10 years -------------------------- Subareas -------------------------- I II Area(sq mi) 0.05* 0.01* Rainfall(in) 4. 6 4. 6 Curve number 66* 57* Runoff(in) 1.46 0. 90 Tc (hrs) 0. 63* 0.32* (Used) 0. 75 0.30 TimeToOutlet 0.00 0.00 Ia/P 0 .22 0.33 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow I II 11. 0 0 0 0 11. 3 1 1 0 11. 6 1 1 0 11. 9 1 1 0 12 . 0 1 1 0 12 . 1 3 2 1 12 . 2 4 2 2 12 . 3 8 4 4 12. 4 12 7 5P 12.5 16 11 5 12. 6 21 16 5 12. 7 25 21 4 12. 8 26P 23P 3 13 . 0 24 22 2 13 . 2 18 17 1 13 . 4 14 13 1 13 . 6 11 10 1 13 . 8 9 8 1 14.0 8 7 1 14. 3 7 6 1 14. 6 6 5 1 15.0 5 4 1 15 . 5 5 4 1 16.0 4 3 1 16 . 5 3 3 0 17 . 0 2 2 0 17. 5 2 2 0 18. 0 2 2 0 19.0 2 2 0 20. 0 1 1 0 22. 0 1 1 0 26 . 0 0 0 0 P - Peak Flow value(s) provided from TR-55 system routines TABULAR HYDROGRAPH METHOD Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: MA Checked: Date: Subtitle: EXISTING CONDITION (RES-TABE) Total watershed area: 0.066 sq mi Rainfall type: III Frequency: 25 years -------------------------- Subareas -------------------------- I II Area(sq mi) 0.05* 0. 01* Rainfall(in) 5 . 3 5 . 3 Curve number 66* 57* Runoff(in) 1. 94 1.27 Tc (hrs) 0.63* 0. 32* (Used) 0 . 75 0. 30 TimeToOutlet ' 0.00 0 . 00 Ia/P 0. 19 0 . 28 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow I II, 111.0 1 1 0 11. 3 1 1 0 11. 6 1 1 0 11. 9 2 2 0 12. 0 3 2 1 12. 1 4 3 1 12 . 2 7 4 3 12.3 13 7 6 12.4 19 11 8P 12. 5 25 17 8 12.6 30 23 7 12. 7 34 28 6 12. 8 35P 31P 4 13 .0 33 30 3 13.2 25 23 2 13. 4 19 17 2 13 . 6 15 13 2 13. 8 11 10 1 14. 0 10 9 1 14. 3 8 7 1 14. 6 7 6 1 15 . 0 6 5 1 15 . 5 6 5 1 16. 0 5 4 1 16.5 5 4 1 17. 0 4 3 1 17. 5 4 3 1 18. 0 2 2 0 19. 0 2 2 0 20.0 2 2 0 22.0 1 1 0 26.0 0 0 0 P - Peak Flow value(s) provided from TR-55 system routines TABULAR HYDROGRAPH METHOD Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: MA Checked: Date: Subtitle: EXISTING CONDITION (RES-TABE) Total watershed area: 0.066 sq mi Rainfall type: III Frequency: 100 years -------------------------- Subareas -------------------------- I II Area(sq mi) 0.05* 0.01* Rainfall(in) 6. 5 6.5 Curve number 66* 57* Runoff(in) 2. 82 1. 99 Tc (hrs) 0. 63* 0. 32* (Used) 0.75 0. 30 TimeTooutlet 0 . 00 0 . 00 Ia/P 0. 16 0 . 23 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow I II 11.0 2 2 0 11. 3 2 2 0 11.6 3 3 0 11. 9 5 4 1 12 . 0 7 5 2 12 . 1 9 6 3 12 . 2 14 8 6 12 .3 22 12 10 12. 4 31 18 13P 12. 5 40 27 13 12. 6 47 36 11 12. 7 53P 44 9 12.8 53 47P 6 13 .0 48 44 4 13. 2 36 33 3 13 . 4 26 24 2 13. 6 20 18 2 13 . 8 16 14 2 14. 0 14 12 2 14. 3 12 10 2 14. 6 10 8 2 15.0 8 7 1 15 .5 7 6 1 16 . 0 7 6 1 16 . 5 6 5 1 17.0 5 4 1 17 . 5 5 4 1 18 .0 4 3 1 19 . 0 4 3 1 20 . 0 3 2 1 22.0 2 2 0 26 . 0 0 0 0 P - Peak Flow value(s) provided from TR-55 system routines as. I TABULAR HYDROGRAPH - PROPOSED I a i RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-TABP) Subarea : IP ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% 2.75(39) - 0. 21(74) Impervious Areas Paved parking lots, roofs, driveways 4.85(98) - 1.58(98) Streets and roads Gravel (wl right-of-way) 0.39(76) - CULTIVATED AGRICULTURAL LANDS Row crops SR + Crop residue good 5 . 46(64) - 0.87(82) OTHER AGRICULTURAL LANDS Pasture, grassland or range fair 3. 10(49) - 1. 60(79) good 1.31(39) - 1.65(74) Woods - grass combination fair 1.30(43 ) - 1. 43( 76) Total Area (by Hydrologic Soil Group) 19. 1 7. 34 ------------------------------------------------------------------------------- SUBAREA: IP . TOTAL DRAINAGE AREA: 26 . 5 Acres WEIGHTED CURVE NUMBER: 69 ------------------------------------------------------------------------------- aA RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-TABP) Subarea : IIP ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) open space (Lawns,parks etc. ) Good condition; grass cover > 75% 0. 61(39) - 0.08 (74) Impervious Areas Paved parking lots, roofs, driveways 0.56(98 ) - Streets and roads Gravel (w/ right-of-Way) 3 . 67 (76 ) - 0. 38(89 ) OTHER AGRICULTURAL LANDS asture, grassland or range good 3.82(39) - 1 . 47 (74) Woods - grass combination fair 1.05(43) - 1. 52(76) 1. 92(82) Woods fair 0 . 44(36) - Total Area (by Hydrologic Soil Group) 10. 1 3 . 45 1. 92 ------------------------------------------------------------------------------- SUBAREA: IIP TOTAL DRAINAGE AREA: 15.52 Acres WEIGHTED CURVE NUMBER: 64 ------------------------------------------------------------------------------- TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-TABP) ------------------------------- Subarea 11 - IP ------------------------------- Flow Type 2 year Length Slope Surface n Area Wp velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 200 0.030 F 0. 364 Shallow concent'd Soo 0.040 U 0.069 Shallow Concent 'd 550 0.005 U 0. 134 Open Channel 450 3 0.042 open Channel 415 4 0.029 Time of Concentration 0. 64* hallow Concent'd 80 0 0.040 U 0.069 hallow Concent'd 550 0.005 U 0. 134 pen Channel 450 3 0.042 pen Channel 415 4 0. 029 Travel Time = 0.27* ------------------------------ Subarea #2 - IIP ------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 200 0.020 1 1. 121 Shallow Concent'd 520 0.014 U 0.076 Shallow Concent'd 520 0 .008 U 0. 100 Open Channel 320 3 0.030 Open Channel 300 5 0. 017 Time of Concentration 1. 34* Shallow Concent'd 420 0. 014 U 0.061 Shallow Concent 'd 520 0. 008 U 0. 100 Open Channel 320 3 0.030 Open Channel 300 5 0. 017 Travel Time = 0. 21* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural Generated for use by TABULAR method TABULAR HYDROGRAPH METHOD Version 2. 00 Project : RESPONSIVE WAY - AGAWAM User; DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-TABP) Total watershed area: 0. 066 sq mi Rainfall type: III Frequency: 2 years -------------------------- Subareas -------------------------- IP lip Area(sq mi) 0. 04* 0.02* Rainfall(in) 3. 0 3.0 Curve number 69* 64* Runoff(in) 0. 67 0.47 Tc (hrs) 0. 64* 1.34* (Used) 0. 75 1.25 TimeToOutlet 0.00 0.00 Ia/P 0. 30 0. 38 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow IP lip 11 . 0 0 0 0 11 . 3 0 0 0 11 . 6 0 0 0 11. 9 0 0 0 12. 0 0 0 0 12. 1 0 0 0 12 . 2 0 0 0 12 . 3 1 1 0 12. 4 2 2 0 12. 5 3 3 0 12. 6 6 5 1 12. 7 8 7 1 12. 8 9 8P 1 13 .0 lop 8 2P 13 . 2 8 6 2 13 . 4 7 5 2 13 . 6 6 4 2 13 . 8 5 3 2 14. 0 4 3 1 14. 3 3 2 1 14. 6 3 2 1 15. 0 3 2 1 15 . 5 3 2 1 16 . 0 2 1 1 16 . 5 2 1 1 17.0 2 1 1 17 . 5 1 1 0 18 . 0 1 1 0 19 . 0 1 1 0 20. 0 1 1 0 22.0 0 0 0 26 .0 0 0 0 P - Peak Flow value(s) provided from TR-55 system routines TABULAR HYDROGRAPH METHOD Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-TABP) Total watershed area: 0. 066 sq mi Rainfall type: III Frequency: 5 years -------------------------- Subareas -------------------------- IP IIP Area(sq mi) 0 .04* 0.02* Rainfall(in) 4. 0 4.0 Curve number 69* 64* Runoff(in) 1.27 0. 97 Tc (hrs) 0. 64* 1. 34* (Used) 0. 75 1. 25 TimeToOutlet 0.00 0 . 00 Ia/P 0. 22 0. 28 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow IP IIP 11 . 0 0 0 0 11 . 3 0 0 0 11 . 6 1 1 0 11 . 9 1 1 0 12 . 0 1 1 0 12 . 1 1 1 0 12 . 2 2 2 0 12. 3 3 3 0 12. 4 6 5 1 12.5 9 8 1 12. 6 13 11 2 12.7 16 14 2 12.8 19 16P 3 13 . 0 21P 16 5P 13. 2 17 12 5 13. 4 14 9 5 13. 6 12 7 5 13 . 8 10 6 4 14. 0 8 5 3 14. 3 7 4 3 14. 6 5 3 2 15 . 0 5 3 2 15 . 5 4 3 1 16 . 0 3 2 1 16.5 3 2 1 17.0 3 2 1 17. 5 3 2 1 18 .0 2 1 1 19 . 0 2 1 1 20 . 0 1 1 0 22 . 0 1 1 0 26 .0 0 0 0 P - Peak Flow value(s) provided from TR-55 system routines TABULAR HYDROGRAPH METHOD Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date; Subtitle: PROPOSED CONDITIONS (RES-TABP) Total watershed area: 0 . 066 sq mi Rainfall type: III Frequency: 10 years -------------------------- Subareas -------------------------- IP IIP Area(sq mi) 0.04* 0.02* Rainfall(in) 4. 6 4. 6 Curve number 69* 64* Runoff(in) 1. 67 1. 33 Tc (hrs) 0.64* 1 . 34* (Used) 0. 75 1.25 TimeToOutlet 0 . 00 0. 00 Ia/P 0. 20 0 . 24 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow IP IIP 11. 0 1 1 0 11. 3 1 1 0 11.6 1 1 0 11 . 9 1 1 0 12 . 0 2 2 0 12 . 1 2 2 0 12.2 3 3 0 12 .3 6 5 1 12 . 4 8 7 1 12 . 5 13 11 2 12. 6 19 16 3 12. 7 24 20 4 12. 8 27 22P 5 13. 0 28P 21 7 13. 2 24 16 8P 13 . 4 19 12 7 13. 6 15 9 6 13. 8 12 7 5 14. 0 10 6 4 14. 3 8 5 3 14 . 6 7 4 3 15. 0 6 4 2 15. 5 5 3 2 16 . 0 5 3 2 16 . 5 3 2 1 17.0 3 2 1 17 . 5 3 2 1 18 . 0 3 2 1 19. 0 2 1 1 20 .0 2 1 1 22.0 2 1 1 26 .0 0 0 0 P - Peak Flow value(s) provided from TR-55 system routines 3a TABULAR HYDROGRAPH METHOD Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: 14A Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-TABP) Total watershed area: 0. 066 sq mi Rainfall type: III Frequency: 25 years -------------------------- Subareas -------------------------- IP IIP Area(sq mi) 0. 04* 0.02* Rainfall (in) 5 . 3 5.3 Curve number 69* 64* Runoff(in) 2. 18 1. 78 Tc (hrs) 0 . 64* 1. 34* (Used) 0. 75 1 . 25 TimeToOutlet 0. 00 0.00 Ia/P 0. 17 0.21 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow IP IIP 11. 0 1 1 0 11. 3 1 1 0 11. 6 2 2 0 11. 9 3 2 1 12 . 0 4 3 1 12 . 1 4 3 1 12 . 2 6 5 1 12. 3 8 7 1 12 . 4 13 11 2 12 . 5 19 16 3 12. 6 26 22 4 12. 7 32 27 5 12.8 36P 29P 7 13.0 36 27 9 13 . 2 31 21 lop 13 . 4 25 15 10 13. 6 19 11 8 13 . 8 16 9 7 14 . 0 14 8 6 14. 3 10 6 4 14. 6 9 5 4 15 .0 8 5 3 15 . 5 6 4 2 16 .0 6 4 2 16. 5 5 3 2 17.0 5 3 2 17. 5 3 2 1 18 . 0 3 2 1 19 . 0 3 2 1 20 . 0 2 1 1 22. 0 2 1 1 26.0 0 0 0 P - Peak Flow value(s) provided from TR-55 system routines TABULAR HYDROGRAPH METHOD Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-TABP) Total watershed area: 0. 066 sq mi Rainfall type: III Frequency: 100 years -------------------------- Subareas -------------------------- IP lip Area(sq mi) 0.04* 0.02* Rainfall(in) 6. 5 6.5 Curve number 69* 64* Runoff(in) 3. 11 2. 63 Tc (hrs) 0 . 64* 1. 34* (Used) 0. 75 1.25 TimeToOutlet 0.00 0 .00 Ia/P 0. 14 0 . 17 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow IP lip 11 . 0 3 2 1 11. 3 3 2 1 11.6 4 3 1 11.9 5 4 1 12. 0 6 5 1 12 . 1 8 6 2 12 . 2 10 8 2 12 . 3 13 11 2 12. 4 20 17 3 12. 5 30 25 5 12.6 41 34 7 12. 7 49 40 9 12. 8 54P 43P 11 13.0 54 39 15 13 . 2 45 29 16P 13 . 4 36 21 is 13.6 28 16 12 13 . 8 23 13 10 14.0 18 10 8 14. 3 15 9 6 14. 6 12 7 5 15.0 10 6 4 15. 5 8 5 3 16.0 8 5 3 16 . 5 6 4 2 17.0 5 3 2 17. 5 5 3 2 18 . 0 5 3 2 19 . 0 3 2 1 20 . 0 3 2 1 22.0 3 2 1 26. 0 0 0 0 P - Peak Flow value(s) provided from TR-55 system routines TR-55 STORAGE VOLUME FOR DETENTION BASINS Version 2 .00 User DLB- Date 07-16-99 Project RESPONSIVE WAY - AGAWAM. . . . . . . County HAMPDEN. . . . . . . . . . . . . State KA Subtitle PROPOSED CONDITIONS (RES-TABP) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Drainage Area . . . . Acres or Sq.Mi. Rainfall-Type ( I, IA, II, III ) III . IRainfall Frequency 100 years 24-Hour Rainfall - - - - inches unoff 2. 93 inches Runoff Curve Number eak Inflow 54 - - - - cfs Peak Outflow 53 . . . . cfs Detention Basin Storage Volume inches or . . . . acre-feet Computed Qo/Qi ratio outside range of . 1 to .8 - compute aborted r i 35 GRAPHICAL PEAKS - EXISTING 3(q. RUNOFF CURVE NUMBER COMPUTATION Version 2. 00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: MA Checked: Date: Subtitle: EXISTING CONDITIONS - (RES-IE) Subarea : IE ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% 2.75(39) - Impervious Areas Paved parking lots, roofs, driveways 4.28(98 ) - 0. 48(98) - Streets and roads Gravel (w/ right-of-way) 0. 51(76) - 0 . 23(89) - CULTIVATED AGRICULTURAL LANDS Row crops SR + Crop residue good 5 .46(64) - 0.87(82) - OTHER AGRICULTURAL LANDS Pasture, grassland or range fair 6 . 33(49) - 5 . 89(79) - Woods - grass combination fair 3 .22(43) - 2 . 68(76) - Total Area (by Hydrologic Soil Group) 22. 5 10 . 1 ------------------------------------------------------------------------------- SUBAREA: IE TOTAL DRAINAGE AREA: 32. 7 Acres WEIGHTED CURVE NUMBER: 66* ------------------------------------------------------------------------------- Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: MA Checked: Date: Subtitle: EXISTING CONDITIONS - (RES-IE) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 200 0.030 F 0. 364 Shallow Concent'd 450 0.058 U 0.032 Shallow Concent'd 1275 0 . 011 U 0.209 Open Channel 415 4 0.029 Time of Concentration = 0. 63* Shallow Concent 'd 450 0.058 U 0. 032 Shallow Concent'd 1275 0.011 U 0.209 Open Channel 415 4 0.029 Travel Time = 0. 27* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense Shallow Concentrated B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2 .00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: MA Checked: Date: Subtitle: EXISTING CONDITIONS (RES-IE) Data: Drainage Area 32. 7 * Acres Runoff Curve Number 66 * Time of Concentration: 0. 63 * Hours Rainfall Type III Pond and Swamp Area 1. 4 Acres 4. 3 % of Drainage Area Storm Number 11 2 3 1 4 5 11 6 11 7 11 ---------------------- Frequency (yrs) 1 2 5 1 10 25 1 50 100 1 24-Hr Rainfall (in) 2 . 5 3 4 4.6 1 5 . 3 E, 6.5 Ia/P Ratio 0.41 0. 34 0.26 0 . 22 0. 19 0 . 17 0. 16 Runoff (in) 0. 33 0 .54 1.09 1. 46 1. 94 2. 44 2. 82 Unit Peak Discharge 10 . 375 10- 446 10 . 507 10. 523 10 . 537 10.547 10-553 1 (cfs/acre/in) Pond and Swamp Factorl 0 . 72 1 0. 72 1 0 . 72 1 0. 72 1 0. 72 1 0. 72 i 0 . 72 i i 5 . 0% Ponds Used ---------------------- ------ ------ ------ ------ ------ ------ ------ Peak Discharge (cfs) 3 6 13 18 24 31 37 ------------- Value(s) provided from TR-55 system routines RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: 14A Checked: Date: Subtitle: EXISTING CONDITIONS - (RES-IIE) Subarea : IIE ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Streets and roads Gravel (w/ right-of-way) 0. 15(76) - OTHER AGRICULTURAL LANDS Pasture, grassland or range fair 5 .07(49) - 0 . 47 (79) Woods - grass combination fair 1.54(43) - 0. 17( 76) 1.92(82) Total Area (by Hydrologic Soil Group) 6 . 75 . 64 1. 92 ------------------------------------------------------------------------------- SUBAREA: IIE TOTAL DRAINAGE AREA: 9.32 Acres WEIGHTED CURVE NUMBER: 57* ------------------------------------------------------------------------------- Generated for use by GRAPHIC method TIME OF CONCENTRATION AND TRAVEL TIME Version 2. 00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State: KA Checked: Date: Subtitle: EXISTING CONDITIONS - (RES-IIE) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 100 0.009 J 0.207 Shallow Concent 'd 780 0.021 U 0.093 open Channel 300 5 0. 017 Time of Concentration = 0 . 32* Shallow Concent 'd 780 0.021 U 0.093 open Channel 300 5 0.017 Travel Time = 0. 11* --- Sheet Flow Surface Codes A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-15-99 County : HAMPDEN State* MA Checked: Date: Subtitle: EXISTING CONDITIONS (RES-IIE) Data: Drainage Area 9.32 * Acres Runoff Curve Number 57 * Time of Concentration: 0. 32 * Hours Rainfall Type III Pond and Swamp Area 3 4 5 6 7 Storm Number 1 2 ---------------------- ------ ------ ------ ------ ------ ------ ------ Frequency (yrs) 1 2 5 10 25 50 100 24-Hr Rainfall (in) 2.5 3 4 4. 6 5.3 6 6.5 It Ia/P Ratio 0.60 0. 50 0.38 0.33 0.28 0. 25 0. 23 Used 0. 50 0 . 50 0.38 0.33 0.28 0.25 0.23 Runoff (in) 0 . 12 0.25 0 . 62 0. 90 1.27 1 . 68 1. 99 Unit Peak Discharge 110- 339 10- 339 10.541 : 0. 611 : 0 . 656 10. 675 10. 686 (cfs/acre/in) Pond and Swamp Factorl 0 . 72 1 0.72 1 0 . 72 1 0. 72 1 0. 72 1 0. 72 1 0 . 72 5 . 0% Ponds Used ---------------------- ------ ------ ------ ------ ------ ------ ------ Peak Discharge (cfs) 0 1 2 4 6 8 9 ---------------- Value(s) provided from TR-55 system routines ,, yam GRAPHICAL PEARS PROPOSED RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-IP) Subarea : IP ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) open space (Lawns,parks etc. ) Good condition; grass cover > 75% 2 . 75(39) - 0. 21(74) impervious Areas Paved parking lots, roofs, driveways 4. 85( 98) - 1. 58(98) Streets and roads Gravel (w/ right-of-way) 0. 39(76) - CULTIVATED AGRICULTURAL LANDS Row crops SR + Crop residue good 5-. 46(64) - 0. 87(82) OTHER AGRICULTURAL LANDS Pasture, grassland or range fair 3 . 10(49) - 1. 60 (79) good 1. 31(39) - 1. 65(74) Woods - grass combination fair 1. 30(43) - 1.43(76) Total Area (by Hydrologic Soil Group) 19. 1 7.34 ------------------------------------------------------------------------------- SUBAREA: IP TOTAL DRAINAGE AREA: 26.5 Acres WEIGHTED CURVE NUMBER: 69* ------------------------------------------------------------------------------- Generated for use by GRAPHIC method Aff TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: . 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-IP) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 200 0.030 F 0 . 364 Shallow Concent'd 800 0.040 U 0.069 Shallow Concent 'd 550 0. 005 U 0. 134 open Channel 450 3 0.042 Open Channel 415 4 0 . 029 Time of Concentration 0. 64* Shallow Concent 'd 800 0.040 U 0.069 Shallow Concent 'd 550 0.005 U 0. 134 Open Channel 450 3 0.042 open Channel 415 4 0.029 Travel Time = 0.27* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural Generated for use by GRAPHIC method It..) . GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-IP) Data: Drainage Area 26. 5 * Acres Runoff Curve Number 69 * Time of Concentration: 0. 64 * Hours Rainfall Type III Pond and Swamp Area . 4 Acres 1. 5 % of Drainage Area Storm Number 11 2 3 4 5 6 11 7 ---------------------- ------ ------ ------ ------ ------ ------ ------ Frequency (yrs) 1 2 5 10 25 . 50 100 24-Hr Rainfall (in) 2. 5 3 4 4. 6 5.3 6 6. 5 Ia/P Ratio 0 . 36 0. 30 0. 22 0.20 0. 17 0 . 15 0. 14 Runoff (in) 0 .42 0. 67 1 . 27 1. 67 2. 18 2. 71 3 . 11 t Unit Peak Discharge 110.427 : 0.484 10.519 : 0.532 10.544 10.554 10.559 1 (cfs/acre/in) Pond and Swamp Factor: 0. 87 1 0.87 0 .87 0. 87 0. 87 1 0.87 1 0.87 1 1 . 0% Ponds Used i 11 1 1 ---------------------- ------ ------ ------ ------ ------ ------1 ------ 1 Peak Discharge (cfs) 4 7 is 21 27 35 40 Value(s) provided from TR-55 system routines 'A/&" RUNOFF CURVE NUMBER COMPUTATION Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-IIP) Subarea : IIP ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CK) ------------------------------------------------------------------------------ - FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% 0. 61(39) - 0. 08(74) Impervious Areas Paved parking lots, roofs, driveways 0.56(98) - Streets and roads Gravel (w/ right-of-way) 3 . 67(76) - 0. 38 (89) OTHER AGRICULTURAL LANDS Pasture, grassland or range good 3.82(39) 1.47(74) Woods - grass combination fair 1. 05(43 ) 1. 52 (76) 1. 92(82) Woods fair 0.44(36 ) Total Area (by Hydrologic Soil Group) 10 . 1 3. 45 1. 92 ------------------------------7------------------------------------------------ SUBAREA: IIP TOTAL DRAINAGE AREA: 15.52 Acres WEIGHTED CURVE NUMBER: 64* ------------------------------------------------------------------------------- Generated for use by GRAPHIC method Y7, TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITIONS (RES-IIP) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 200 0.020 1 1. 121 Shallow Concent'd 520 0. 014 U 0.076 Shallow Concent 'd 520 0. 008 TJ 0. 100 Open Channel 320 3 0.030 Open Channel 300 5 0 . 017 Time of Concentration 1. 34* Shallow Concent'd 420 0.014 U 0.061 Shallow Concent'd 520 0.008 U 0. 100 open Channel 320 3 0.030 Open Channel 300 5 0 . 017 Travel Time = 0.21* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2 . 00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date; 07-16-99 County : HAMPDEN State: MA checked: Date: Subtitle: PROPOSED CONDITIONS (RES-IIP) Data: Drainage Area 15.52 Acres Runoff Curve Number 64 * Time of Concentration: 1. 34 Hours Rainfall Type III Pond and Swamp Area 1 2 3 4 Storm Number 5 6 7 1 ---------------------- ------ ------ ------ ------ ------ ------ ------ Frequency (yrs) 1 2 5 10 25 50 100 24-Hr Rainfall (in) 2 . 5 3 4 4. 6 5 .3 6 6 . 5 Ia/P Ratio 0.45 0. 38 0 . 28 0. 24 0. 21 0 . 19 0. 17 Runoff (in) 0. 27 0. 47 0. 97 1. 33 1 . 78 2.26 2. 63 It It Unit Peak Discharge 10. 244 10.290 : 0.339 10. 351 10. 361 10.369 10.373 1 (cfs/acre/in) Pond and Swamp Factorl 0. 72 1 0. 72 1 0. 72 1 0. 72 1 0. 72 1 0 . 72 1 0. 72 1 5.0% Ponds Used i 11 i i i i i ---------------------- ------ ------ ------ ------ ------ ------ ------ Peak Discharge (CfS) 1 2 4 5 7 9 11 ------------------------------- Value(s) provided from TR-55 system routines TR-55 STORAGE VOLUME FOR DETENTION BASINS Version 2. 00 User DLB - Date 07-16-99 Project RESPONSIVE WAY - AGAWAM. . . . . . . County HAMPDEN. . . . . . . . . . . . . State MA Subtitle PROPOSED CONDITIONS (RES-IIP) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Drainage Area 15 . 5 Acres or . . . Sq.Mi. Rainfall-Type ( I, IA, II, III) III . Rainfall Frequency 100 years 24-Hour Rainfall . . . . inches Runoff 2.62 inches Runoff Curve Number Peak Inflow 10.960 cfs Peak Outflow 9. 16 - - cfs Detention Basin Storage Volume . . . . inches or - - - - acre-feet Computed Qo/Qi ratio outside range of . 1 to . 8 compute aborted GRAPHICAL PEARS - Iep "IS7 54 4b 7T.- t%k G RUNOFF CURVE NU14BER COMPUTATION Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date; 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITION - (RES-Iep) Subarea : Iep ------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns.parks etc. ) Good condition; grass cover > 75% 0,89(39) - 0 . 02(74) - Impervious Areas Paved parking lots, roofs, driveways 1.28( 98 ) - 0 . 28(98) - OTHER AGRICULTURAL LANDS Pasture, grassland or range fair 0. 73(49) - 1.01(79) - Woods - grass combination fair - 0 . 14(76) - Total Area (by Hydrologic Soil Group) 2. 9 1 . 45 ------------------------------------------------------------------------------- SUBAREA: Iep TOTAL DRAINAGE AREA: 4. 35 Acres WEIGHTED CURVE NUMBER: 72* ------------------------------------------------------------------------------- Generated for use by GRAPHIC method 5_31 TIME OF CONCENTRATION AND TRAVEL TIME Version 2.00 Project RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITION - (RES-Iep) ------------------------------------------------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain ( ft) (ft/ft) code (sq/ft) (ft) ( ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 200 0.025 F 0.391 Shallow Concent 'd 450 0. 011 U 0.074 open channel 510 4 0 .035 Time of Concentration = 0. 50* Shallow Concent 'd 450 0.011 U 0.074 open Channel 510 4 0. 035 Travel Time = 0. 11* --- Sheet Flow Surface Codes A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short J Range, Natural Generated for use by GRAPHIC method GRAPHICAL PEAK DISCHARGE METHOD Version 2.00 Project : RESPONSIVE WAY - AGAWAM User: DLB Date: 07-16-99 County : HAMPDEN State: MA Checked: Date: Subtitle: PROPOSED CONDITION (RES-Iep) Data: Drainage Area 4. 35 * Acres Runoff Curve Number 72 * Time of Concentration: 0. 50 * Hours Rainfall Type III Pond and Swamp Area NONE Storm Number 1 2 3 4 -5 6 7 ---------------------- ------ ------ ------ ------ ------ ------ ------ Frequency (yrs) 1 2 5 10 25 50 100 24-Hr Rainfall (in) 2.5 3 4 4. 6 5. 3 6 6 .5 Ia/P Ratio 0. 31 0. 26 0. 19 0. 17 0. 15 0. 13 0. 12 Runoff (in) 0.53 0. 81 1.46 1.89 2.43 2. 99 3 . 41 Unit Peak Discharge : 0.528' : 0 . 561 10 . 594 10. 607 10. 618 10. 627 10 . 632 1 (cfs/acre/in) i i Pond and Swamp Factorl 1.00 1 1 . 00 1.00 1 1.00 1. 00 1 1. 00 1 1 .00 1 0. 0% Ponds Used ---------------------- ------ ------ ------ ------ ------ ------ ------ Peak Discharge (cfs) 1 9 2 4 5 7 Value(s) provided from TR-55 system routines i 5:5"I DRIVEWAY & PARKING AREAS STORM SYSTEM DESIGN W E-1 ::) 0 lox 0 zt are Ov. bb/— J-4, I IL r*v 00.7.?, W-W p t 17'7rll IN vp 1 .17 SiP . I .:4 CO 1 Igo I 0 Ov 9z lk f/ CAWX MAW??, W�,,aw .17 afx/wg ;wv cwor&w .4,lip. "r. a cv) jrAj? L -4 AW7 0 .0 ahl_ tv/ Cl) Arip 00 C; 4 0 tJ lag 10,11006- O'Ad 10 V07 ,*A or r"/ -lk VIOJV 11 IN�111111�11�1�1 ��R�■�IIA�I 1 Illlnll�l��I��1�1 16 �IY �� IY�I�I�II TRIBUTARY AREA I DISTANCE TO TIME OF OVER- INLET ACRES INLET- FEET LAND FLOW-MIN. N 0. PAVE- SUe PAYE- PAVE- MENT TURF BOTH TOTAL MENT TURF TOTAL- MENT TURF TOTAL. 1091 l/w N 0,01 d.39 0,03 � � ae V6` T ol D,So 4S"a G � �• 7 /y f.`8 .y O 33"1 2,3 �F7 A�ro• _ ,. z• 3 D. L. BEAN , INC. LAND CONSULTANTS Forty WKXA Street Westfield, Mass. 01085 Drainage and Erosion Control 10-25 7.0 6.0 5.0 4.0 3.0 N4�2.0 FREQUENCY (YRS. I 0 1.0 -K NJ i CL .7 z LU .2 Is —j —j U- .09 cc 'Da .07 .D6 .05 .04— .03 .01 5 6 7 89 10 1 20 20 40 50 60 2 3 4 S 6 8 10 12 (MINUTES) DURATION (HOURS) Figure 10-7. Intensity — Duration — Frequency Curve for Springfield, MA 11 O/ 000 35 800 Tp0 0 30 5 C AG)vcd z t17 ' 40o p LU D 00 Z L O L w 200 B re � Z 20 Z w 5o I u- u w � P0 2 Z cc Surfer Q O Ir 4 U o.s _ Z 0 ioo Qvel Gros p, Is p go Surface $o 2.Q :-I G' Dense �� ANT � 70 Gross 5.0 u Ar Z 4 60 � � cc w w _3 50 � � a z 0 = 40 to V CD 30 w Z 9 J LU Z 8 20 7 10 6 FIG. H - OVER LAND FLOW TIME . LEACHING CELL/BASIN LEACHING BASIN DESIGN "RESPONSIVE WAY" AGAWAM BY D.L. BEAN, INC. JULY 1999 PURPOSE: DETERMINE THE 100 YEAR STORM RUN-OFF FROM ROOFS AND DESIGN A SUBSURFACE COLLECTION SYSTEM TO DISPOSE OF THE RUN-OFF. GIVEN: FROM U.S.D.A. S.C.S. SOIL SURVEYS, THE TYPE OF SOIL LISTED ON SITE IS SHOWN TO BE MERRIMAC. THIS IS AN "All GROUP SOIL. SOILS OBSERVED, LOGGED, AND LABORATORY TESTED THROUGHOUT THIS SITE INDICATED MEDIUM COARSE TO WELL GRADED SANDS. UTILIZING HAZEN' S FORMULA FOR PERMEABILITY WHERE: D ( 10%) PASSING SIZE OF SIEVE ANALYSIS. 10 2 K = C (D C 1 - 1.5 CONSTANT (USE 1.25 AVE. ) 10 CORRECTED FOR VISCOSITY TO 50 F. x 86% Sample #15 D = 0 . 18mm 10 2 K = 1.25 (0. 18) X 86% 1 K = 0 . 034830 CM/SEC. X 2. 54 X 12 K = 0.001143 FT./SEC. Sample #16 D = 0-09mm 10 2 K = C (D X 86% 10 2 K = 1. 125 (0 . 09) X 86% 1 IN. 1 FT. K = 0.008708 CM/SEC. X 2 . 54cm X 12 IN. K = 0.000286 DESIGN LEACHING BASIN/CELL: 1. EACH CELL = 101 X 101 IN SURFACE AREA WITH DEPTHS TO VARY ACCORDING TO DESIGN CAPACITIES NEEDED. 2. EACH CELL TO CONTAIN ONE PRECAST CONC. DRYWELL OF H-10 DESIGN LOADING SURROUNDED BY 311 MINUS CRUSHED STONE TO PROVIDE A PERVIOUS AREA. 3. VOIDS ASSUMED TO BE 35% 4. CONSTANT HEAD PERMEABILITY ASSUMED FOR BOTTOM OF LEACHING CELL. 5. HYDRAULIC GRADIENT ASSUMED TO BE THE DEPTH OF HEAD. 6. SIDEWALLS - HYDRAULIC GRADIENT TO BE . 5 THE DEPTH OF HEAD. 7. TOTAL PERMEABILITY VARIES WITH HEAD. RATIONAL METHOD - RUN-OFF FROM ROOFS TOTAL AREA Iscif "ill (100 year storm) 0 . 29 Arces 0 . 90 5.8 Ci A 1 . 51 CFS Total Roof Runoff Sample #15 (K = 0.001143) PERMEABILITY OF BASE: Q = K i A (i = HYDRAULIC GRADIENT) D = 61 0 = 0 . 001143 CFS (61 ) (101 X 101 ) . 69 CFS PERMEABILITY OF SIDE: Q = (K) (D/2) (D X 40) D = 61 Q = 0. 001143 (31 ) (61 X 401 ) = . 83 CFS TOTAL PERMEABILITY AT VARIOUS DEPTHS: D 61 Q 0 . 69 CFS + 0. 83 CFS = 1. 51 CFS Sample #16 (K 0.000286) PERMEABILITY BASE: Q = K i A HYDRAULIC GRADIENT) D = 61 Q = 0 . 000286 (61 ) ( 101 X 101 ) = . 17 CFS PERMEABILITY OS SIDE: Q = (K) (D/2) (D x 40) D = 61 Q = 0 . 000286 (31 ) (61 X 401 ) = .21 CFS TOTAL PERMEABILITY AT VARIOUS DEPTHS: D = 61 Q = 0. 17CFS + 0.21 CFS = 0. 38 CFS TOTAL CAPACITY OF BOTH LEACHING CELLS = 1 .89 CFS i a 1 � m � U m r V _a w H a w (jj f .r v IF W o 3 r U , + y • rn v • � o { V D r. r a d ALLIED TESTING LABORATORIES, INC. 115 St George Road a Springfield,Massachusetts 0 1104 Phone: (413) 736-1846 Fax: (413) 736-1838 Report No. 21 of Soils Tests Date: 7/14/99 Client: D.L. Bean, Inc. Project: Quality Control Subject: Soils Tests Reported to; D.L. Bean, Inc. Herewith is submitted, results of soil tests conducted on material delivered to the laboratory on 7/13199 by client's representative. TEST: SIEVE ANALYSIS Lab. No. 1415 1416 Identification: Moccio #1 Moccio #2 Sieve No. - Z Fassin& % Passing 3/4 100.0 1/2 98.3 3/8 97.2 100.0 4 95.4 98.4 8 89.4 95.3 16 84.6 87.0 30 73.5 61.2 50 49.4 27.6 100 22.1 7.7 200 7.8 2.5 ATTACHED: GRADATION CURVES Respectfully submitted, ALLIED TESTING LABORATORIES, INC. ai�, ill aov--4- By: Chester V. Dawicki Director of Testing Services MEMBER: A.S.T.M. A.C.I. / AWS, / A.S.N.T. / M.C.I.B. / I.A.C.R.S. ii��i���si��i�iiiii��ii�s���iiii ii=s � i��■�i�i , �11 =1111somm111;���1N 1111� �.. -sivAtf-sr-Am— ■ WIII INNIII �f■Y��.���NYY�f111N .. 11ORMOon ■ . ■NN IIH� 111 now llligimII�Nm�� 110 . SYNOPSIS Peak run-off for entire site remained the same from the existing to proposed conditions. Volume of run-off increased in the proposed condition and the difference in acre feet was the design parameter for the Detention Basins. Because there are two separate drainage areas, two basins were designed. The basins are oversized and may accommodate more impervious cover for future development. Normal outletting of the basins was based on the existing flows from a 5 year storm event. Water levels will have to reach 1. 65 feet & 0. 90 feet in the north & south basins respectively, in order to achieve these flows. ' Lower Water levels will have less than the 5 year flow. overflow outletting was based on the 100 year existing flows for each drainage area. An emergency spillway is designed at 0 . 25 feet above the overflow outlet and is 0 . 25 feet below the free-board of the basins. Safety factors incorporated into this design are first, that the entire roof areas, which were included in the overall calculations, will be discharged into sub-surface leaching systems that are designed for a 100 year storm. Second, we have incorporated another basin for the purpose of sediment and pollution control as well as recharge, in accordance with Best Management Practices per DEP policy guides. This total area was also included in the overall calculations as well as more than 4 acres that will flow into it. A fail-safe leaching structure is positioned in this retention basin for discharge to unfrozen earth during the winter months. The rim is set one foot above the basin grade to allow settlement of suspended solids. I t I 1 i I I j I i DETENTION BASINS DESIGN I • I I I I I I I • i t 1 , r 1 i a i , r r 4 f N .n kW v e f wx P011 ly 's sit rsc G•C+t 13 Jy'K ^,of F mo ,. NORM BASIN �•' /i 'r,r6 4 OVERFLOW1 �,�• TOT LUXE 134.00 ! 0.60 l � Awr K� M r T,�r,G,r � � '•• xocAr ,8 rsF 1 � .•,��,. 1 � t 1 t SOUTH BOVERFLO t ./ t � a � •� 1 ASIN I�• t k S l TOTAL VOLE - I37.00 �rjrrt,.e/n ! � Iv �.Yi.0 • `. �S 7Z DETENTION BASIN DESIGN 100 Year Storm Existing Conditions Run-off (TR55 - Tabular I & 11) = 53 CFS Proposed condition Run-off (TR55 - Tabular I & II) = 54 CFS Proposed - Existing Existing Condition Run-off Volume (TR55 - Graphical I + II ) = 9. 23 AF Proposed Condition Run-off Volume (TR55 - Graphical I + II ) = 10-27 AF Difference For Detention = 1.04 AF AREAS FOR DETENTION NORTH BASIN_(_I) EL- 134 = 17, 040 S.F. 23, 200 X 2 = 23,200 CF. EL. 132 = 6, 160 S .F. 6, 160 x 1 = 3, 080 CF. EL. 131 = 0 S.F. TOTAL VOLUME = 0. 60 AF. SOUTH BASIN_ ( II ) EL. 137 = 13, 700 S.F. 26,500 x 1 = 13,250 CF. 2 EL. 136 = 12, 800 S.F. 14, 100 x 1 = 7, 050 CF. 2 EL. 135 = 1,300 S.F. TOTAL VOLUME 0.47 AF. TOTAL VOLUME BOTH BASINS 1.07�: AF. NORMAL OUTLETS OVERFLOW OUTLETS 5 Year Storm (Max.) 100 Year Storm NORTH BASIN NORTH BASIN DESIGN PARAMETERS: Existing Condition I- Run-off Peak - 36.7 CFS Embankment Elevation: 134 . 00 Proposed Peak Ic. = 9.4 CFS Maximum Water Elevation: 132. 65 (by-passes basin) Inlet Elevation: 131.00 Outlet from Basin - 27.3 CFS Outlet Elevation: 130 . 88 Tailwater Depth: 0 .00 USE: 24" PVC @ 1.25% Slope in Percent : 1 . 25 Q = 27.4 CFS Length of Pipe : 10 . 0 V = 8.7 FPS Diameter of Pipe (in) . : 15. 0 Type of Pipe : Manning' s n: 0 . 012 Head Loss Coefficient: 0 . 04 Flow Type : Pipe Control CALCULATION OUTPUTS Discharge (cf a ) : 9. 2573 (Exist. I Prop. lep) Depth of Flow: 1 . 65 - Velocity (fps ) : 7. 5436 SOUTH BASIN SOUTH BASIN DESIGN PARAMETERS: Existing Condition Il - Run-off Peak = 9.2 CFS Embankment Elevation: 137.00 Maximum water Elevation: 135 . 60 Outlet from Basin = 9.2 CFS Inlet Elevation: 134. 70 Outlet Elevation: 134. 53 USE: 15" PVC @ 1.75% Tailwater Depth: 0. 00 Q = 9.2 CFS Slope in Percent: 1. 75 V = 7.5 FPS Length of Pipe: 10 .0 Diameter of Pipe ( in) . : 8. 0 Type of Pipe : Manning' s n: 0 .012 Head Loss Coefficient: 0. 04 Flow Type: Pipe Control CALCULATION OUTPUTS Discharge (cfs ) : 2.1368 Depth of Flow: 0 . 9 - Velocity ( fps ) : 6. 1216 7!• i I I I F - I I DEP - STORM WATER MANAGEMENT FORM i I I I I i I I I I I I I I Massachusatts Department of Environmental Protection Bureau of Resource Protection— Wetlands WPA Appendix C - Stormwater Management Form Massachusetts Wetlands Pro tection A ct M.G.L- c. 13 1, §40 '31ease type or print dearly all Instructions information requested on this The Department of Environmental Protection (DEP)reCom- demonstrate how equivalent water quality and water quan�ty form. mends that applicants submit this form,as well as supporting protection will be provided-DEP encourages engineers to use documentation and plans,with the Notice of Intent to provide this form to Certify that the projeCt meets the stormwater stormwater management information for conservation management standards as well as acceptable engineedrig commission review consistent with the wetiand regulations standards.For more information,consult the Stormwater (310 CMR 10.05(6)(b))and DEP's Stormwater Management Management Policy.(Note.-this September 1998 version of the Policy(March 1997). if a parlicular stormwater management Stormwater Management Form supersedes earlier versions, standard cannot be met,information should be provided to including those contained in DEPs Stormwater Handbooks.) Project Information 1. The proposed project is: . 3. List afl plans and documents (e.g,,calculations and New deVelDpMent 2 Yes —. No additional narratives)submitted to supplement this form.: Redevelopment �—_- Yes 2 No Combination redevelop mentInew development __"nLoposed Site Plan" for gesponsi e :7 Yes — No (if combination project, distinguish redevelopment Trucking — Sheets 1-4 dated: components from new development components on the project plans.) JuIX 22, 1999. 2. Stormwater run off volumes to be treated for water quality "Storm Drain & Detention Basin are based on the following calculations: (check one): —_ 1 inch of runoff x total impervious area of post- - Design" for Responsive Trucking development site for dischaTge to critical areas(Outstand- ing Resource Waters,rec�arge areas of public water dated; July 1999 — 83 pages supplies,shellfish growiing areas,swimming beaches,cold water fishedes). "COnservation Overlay Plan" for 2 0.5 inches of runoff x total impervious area of post- Responsive Trucking — Sheees 1-4. development site for other resource areas. 0 Stormwater Management Standards DEP's Stormwater Management Policy(March 1997)includes nine Standards that are listed below.Check the appropriate boxes for each standard and provide documentation and additional information when applicable. Slandard fl: Untreated stormwater Standard#3: Recharge to groundwater :X The project is designed so that new stormwater point Amount of impervious area(sq.ft.)to be infiltrated-, discharges do not discharge untreated stormwater into,or 109,000 S.F. cause erosion to,wetlands or waters. Standard 02: Post-development peak discharge rates Volume to be recharged is based on: Z Not applicable-project site contains waters subject to tidal S: the following U.S.Natural Resources Conservation action. Service(NRCS)hydrologic soil groups(e.g.,A,8,C, D,or. Post-development peak discharge rates do not exceed pre- UA)or any combination of groups. development rates on the site at the point of discharge or 5% "All downgradient property boundary for the 2-year and I 00-year, (0 IMMMDUS jw) owokgic Wit proup) 24-hour storms. 11% 11C11 i without stormwater controls Of IMXfi7��'$JIU) wil with stormwater controls designed for the 24-hour, 0 IfDft 2-year and I 0-year storms Omvervi=area) (h)�Jrolaqic sv group) The project's slormwater design wifl not increase offs�te or flooding impacts from the 100-year,24-hour storm, Rev. 10198 Page I of 3 Massachuseft Department of Envimmental Protection 7; Bureau of Resource Protection— Wetlands WPA Appendix C , Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 U storm water management Standards (cont.) X Site-specific pre-development recharge rate and Standard#5: Higher potential pollutant loads volumeare 19,747 -C.F. and Does the project site contain land uses with higher potential were determined as follows: pollutant loads?(See Stormwater Policy Handbook-Volume 1, page 1-23,for land uses of high pollutant loading.) "A" soils (527,934 S.F. X 0.4") = Yes I No 12 17,598 C.F. If yes,describe land uses: "C', soils (257,882 S.F. X 0. 111) = 2,149 C.F.- 12 List each 8MP or non-structurall measure proposed to be Identity EIMPs which have been selected to treat stormwater utilized to infiltrate stormwater to meet Standard 03(e.g,.dry runoff. It inliftTaton measures are proposed,describe the pre- well.infiltration trench): treatment?(Note.,/f the area of higher potential pollutant loading is upgradient of a critical area.infiltration is not Roofdrains to leaching basins. - allowed.). Detention basin. - Street sweeping, rip—rap sedimant Retention basin. traps, forebays, leaching basin for -roofs, deep sump catch basins, water quality swales, detention basins, The annual groundwater recharge for the post-development site approximates the annual recharge from existing site sediment/pollutant control retention basin. conditions. 2 Yes No Standard#5:Prothlion of critical areas Will the project discharge to or affect a critical area? Standard#4: 8O%TSS Removal (See Stormwater Policy Handbook-Volume 1,page 1-25, :X The proposed stormwater management system will remove for c6tical arms.) 80%of the post-development site's average annual Total —, Yes .1 No Suspended Solids JSS)load. If yes,describe areas: Identity the BMPs proposed for the project and describe how the 80'110 TSS removal will be achieved: Sep attached Calculation Work Sheet identify BMPs selected for stormwater discharges in these areas and describe how 8NIPs meet restrictions listed on pages 1-27 and 1-28 of the Stormwater Policy Handbook-Volume 1: If the project is redevelopment.explain how much TSS will be removed and briefly explain why 80%removal cannot be achieved. Rev. 10/98 cl ge 2 of 3 a C fts Department of Environmental Protection 77, Bureau of Resource Protection— Wetlands WPA Appendix C - Stormwater Management Form a; Massachusetts Wetlands Protection Act M.G.L. c. 13 1, §40 Stormwater Management Standards (cont) Standard V: Redevelopment projects Standard#9: Operation./maintenance plan Is the proposed activity a redevelopment project? X An operabop and maintenance plan forthe post-develop- Yes No ment Stormwaler controls has been developed.The plan includes ownership of the stormwater BMPs,parties Note:components of redevelopment projects which plan to responsible for operation and maintenance,schedule for develop previously undeveloped areas do not fall under the inspection and maintenance,routine and long-term scope of Standard 7. maintenance responsibilities,and provision forappropriate access and maintenance easements extending from a public If the activity is a redevelopment project,the following right-of-way to the sic rmwater ccntro�s. see attached., stormwater management standards have been met: "OPERATION/MAINTENANCE PLAN" 2 Sheets PyaNTNO Daft SEE: B-3 PINVIIII; Dille Signatures: The following stormwater standards have not been met for the Davt4. Afa/ following reasons: 7,7�, 7��� TVVW M_ L I I C-l"" President, D. L. Bean, Inc. rilie July 22, 1999 Date The proposed project will reduce the annual pollutant load on the site wit new or improved stormwater controls. Standard#8: Erosion/sediment control Z Erosion and sediment controls are incorporated into the project design to prevent erosion,control sediments,and stabilize exposed soils during construction or land disturbance, Rev. IMB Page 3 of 3 0 RESPONSIVE WAY off Location: Silver Street, Agawam A B C D E TSS Removal Starting TSS Amount Remaining (D BMP Rate Load* Removed (BxC) Load (C-D) (1) wC Parking Lot 10% 0. 10 0.90 M sweeping 1 .00* b o Sediment 25Z 0.90 0.225 0.675 ETraps CL) Detention 70Z 0.675 0.4725 0.2025 0 Basins Outlet in 25% 0.2025 0.0506 . 1519 :3 Buffer Zone Total TSS Removal 0.85 Project: Responsive Trucking Prepared By: —D.L. Bean, Inc. Equals remaining load from previous BMP (E) Date: JuIX 22, 1999 which enters the BMP D . L. BEAN , iNC, LAND CONSULTANTS 7y, 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 July 22, 1999 ENGINEERS OPERATION/MAINTERANCE- PLAN Parkin5 lot and driveway sweeping (nonstructural: The parking lots and driveways should be inspected monthly and swept as needed, especially during late spring, summer, and early fall . Depending on the sediment load, a more rigorous once monthly sweeping program may be necessary. A regular sweeping program will decrease sediment and debris loading of the catch basin sumps and riprap sediment traps; greatly simplifying the maintenance of these structures. Rip rap sediment trap: The traps should be inspected monthly and cleaned four times per year. All sediments and hydrocarbons should be handled properly and disposed in accordance with local, state, and federal guidelines and regulations. Leaching basins_(roof drainage & sediment basin) : The leaching he first few basins should be insDected after every major storm in t months after construction to ensure proper stabilization and fuaction. Thereafter, the basins should be inspected at least once per year. water depth in the observation well should be measured at 0, 24, and 48 hour intervals after a storm. Clearance rates are calculated by dividing the drop in water level (inches) by the time elapsed (hours) . A comnarison of clearance rate measurements taken over the years provides a useful tool for tracking any clogging problems within the dry wells. Sediment basin: The sediment basin should be inspected monthly and after major storm events and cleaned a minimum of once per year. Disposal of accumulated sediments and hydrocarbons must be in accordance with applicable local, state, and federal guidelines and regulations. 9c, Page -2- July 1999 Water quality swales: The swales should be inspected at least semi-annually, and maintenance and repairs made as necessary. Additionally inspection should be scheduled during the first few months to make sure the vegetation becomes adequately established. Repairs and reseeding should be done as necessary. Swales should be mowed at least once per year to control woody vegetation. Grass clippings should be removed from the swale, The grass must not be cut too often or shorter than four inches in order to maintain the effectiveness of the swale. Sediment and debris should be removed manually, at least once per year, before the vegetation is adversely impacted. Care should be taken to protect ...later quality swales from snow removal and disposal practices and from off street parking impacts. Detention basins: The detention basins should be inspected at least once a year to ensure proper operation of the basin flow structures. Insuections should occur during wet weather to determine if the basin is meeting the design detention times. At least twice during the growing season the forebay, side slopes, embankment, and emergency spillway lif not rip rapped) should be mowed, and accumulated trash and debris removed and properly disposed. Accumulated sediment should be removed from the basins as necessary, and at least once every ten years. Responsive Trucking will be responsible for maintaining the storn. water control structures and implementing the maintenance plan. The owners will also be responsible for submitting any required maintenance reports to the Town of Agawam. 610KIM DI"INAGE I'L-'MllTiV'1'LICA'l'lQN� To the Town of Agawam,Department of Public Works: The undersigned being the Intended Purchaser of the properly located (eg--Owner.Lessee,Tenant,Intended Purchaser.etc.) at 339 Silver Street does hereby request a permit to inc ease impervious cover on 36.8225 acres of land and install (eg:Connect to,Altir, Increase Runoff to,or increase Impervious Cover of an a strom water collec tion IL�tem and detention swale facijLtX_which will discharge into areadrainingto) existing wetlands on the roperty. a storm drain,water course,criannel or detention facility a? I A plan of the property showing accuratcly all storm drains.water courses,channels or detention facilities now existing is attached hereunto as Exh[bil"A". (submit in Duplicate) See site plan dated: 7-21-99 2. Plans and speci fications covering iny work proposed.including 50il erosion and sedimentation control,to be performed under this permit is attachcd hereunto as Exhibit"B". (Submit in Duplicate) See site plan. 3. Calculations determining existing and proposed storin water runoff.capacity of existing facilities impacted by the planned work and the design of detention facilities are attached hereunto as Mxhibit"C". (Submit in Duplicate) See Attached. 4. The name and address of the engineer or firni who prepared the calculation,design plans and specifications covered by this permit is: D. L. Bean, Inc. 40 School Street — Westfield, MA 01085 5. The name and address of the person or firm who will perform the work covered by this permit is-. IN CONSIDERATION OF THE GRAN.I-lb[G Q[THIS PEBMIJ I[IE LINDERSIGNED AGRE-Fs: I. To rumish any additional information relating to the installation of use of the storm drain fior which this permit is sought as may be requested by the Superintendcnt. 2. To Accept and abide by all the provisions or Section 175-1 throu b 175-59 inclusive of flic Ordinnaces of the Town or Agawam and of al I other pertinetit ordinance or regulations that may be adopted in the future. 3. To operate and maintain any storm drain and detention facilities,as may be required as a condition of the storm drainage permit in an efficient manner tit all times,and at no expense to the Town. 4. To cooperate at all times with the Superintendent of Public Works and his representatives in their inspection of storm drains,and any maintenance iliereof. 5. To notify the Superintendent or Public Works immediately in the event of any accident negligence,or other occurrence that occasions discharge to the storm drain of any wastes or process waters not covered by this permit or allowed by Section 175 oftlic Ordinance orthc Town ol'Agawam, 6. To indemnify the Town from loss or dima e that may directly or indirectly be occasioned by the installation of the storm drain and related �acility or connection. APPLICANT; DATE: July 22, 1999 William Moccio ADDRESS-� , Respa ve Trucking. Inc. 449 Silver S Agasiam, MA CONDITIONS OF PERMIT: APPLICATION APPROVED AND PERMIT GRANTED PERMIT NO. DATE: SIGNED: SUPERINTENDENT f D 7777b" JUL 2 3 1999 SITE PLAN APPROVAL APPLICATION Responsive Trucking, Inc. 339 Silver Street Prepared by: D. L. BEAN, INC. 40 School Street Westfield, MA 01085 D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax #413-562-2091 SURVEYORS Westfield, Mass. 01085 July 22, 1999 ENGINEERS Planning Board Town of Agawam 36 Main Street Agawam, MA 01001 RE: Site Plan Approval Application - Responsive Trucking, Inc. 339 Silver Street Dear Board Member: Enclosed for your review is an Application for Site Plan Approval, a Storm Drain Permit Application, and an Application for Driveway Permit; as well as the Proposed Site Plan, Building Facade and Floor Plans, and Storm Drain Calculations. These are being submitted on behalf of Responsive Trucking, Inc. who propose to build a trucking terminal for their trucking business. We will be pleased to present this proposal at your earliest convenience. Sincere , D. L. n I David L. Bean, President Enclosures DLB/ssc AGAWAM PLANNING BOARD FORM D Application for Site Plan Approval Please complete the following form and return it and 10 coDies of the Site Plan to: Agawam Planning Board office of Planning and Community Development 36 Main Street Agawam, MA 01001 I Name of Business Responsive Trucking, Inc. Address 339 Silver Street, Agawam, MA 01001 2 . Name of Applicant/Owner Responsive Trucking, Inc. - Applicant Address 449 Silver Street, Agawam, MA 01001 Telephone 789-1263 3. Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street - Westfield, MA 01085 Telephone 413-562-7566 4. Please give a brief description of the proposed project: This proposal is to construct a 12,600 sq.ft. building in an industrial "B" zone as a trucking terminal. Current Owner: Anthony Liquori and Roger Slate Rev. 2/14/94 Application for Driveway Permit A-ELLICATION S211-DRIXT- WAY PERM TOWN OF AGAWAM 36 h4ArN STREET AGAWAK Mk 01001 FEE: S5.00 DATE: July 22, 1999 TO: John P. Stone Supt. of Public Works 36 Main Street Agawam, MA 0 100 1 Dear Sir: The undersigned William Moccio of Responsive Truckin&., Inc. ,. -44-9 Sily r Street Agawam hereby makes 'aippli'Cation'for pCrnlission to open the roadway on 339. Silver Street for the purpose of .-Constructing a driveway for a Prbposed truckin&-terminal. as shown on the attached plan. Proposed Site Plan Applicant agrees to set building grade as required and to construct driveway so as to conf9m whh Agawam DPW Standard for Residential Drives. Where buildin- is part ofan approved subdivision. applicant certifies 5 that he has revivived subdivision grading plan and will buildin conformance io that Plan. ISSUANCE OF A PERMIT ]DOES NOT NTGATE YOUR OBLIGATION'S TO SEEK SITE PLAN A2PROVAL IF I's-EQUIRED BY SEC. I SO-I3 OF THE TO�VNI CODE. APPLICANT HEREBY RECOGNIZED THAT IT IS HIS/HER RESPONSIBTLITY TO CALL DIG SAFE PRIOR TO COMNIENCING WOM (1-800-322-4944). S i--n H c r c: Az William Moccio Maifinft: 449 Silver Stregt Addrcss Agawam, mA olooi Telephone \tlo 789-1263 Building Elevations Floor Plans m Oil Va ow ZINW—Rfr (VtIJ U0110 V"'NO1cMV11LnOS Avmfmt" 10:1110a gir 93M oqs-I-1.zG (rild 'DNI ANVdAO3 AHV31.0 ItIl VA wovov no (;(;61 30NIS A N V cA N 0 'ONIONINOnNi MSWcB38 C*4 N01131`181'SNOO It At2V3'lsO U)j ONKTM: as ran" DNINNV71d DNIN33NION3 3 H-L 4A Ll A r r g.6 Jr. lit 7t WON R 4 > > > lu > LU LU -j U1 —1 —1 -j LLI LU MIS to IJ) fill it" tj it 6y- lum 41 it It to Mill It It It 1) nil It It =7 It 7- It It IrL -Lt 4S 7r pv-tr ow-w 2r.c. 0 L@ I 4G) 3 lair < Ln FUER PLO! WALf AS mmm_ TH E ENGINEERING PLANNING mw ItD *V BULDM FOR CONSTRUCTION 0"LEARY RESPONSIVE TRUCKING INC. 1111111111111111111C 0 M P AN Y SINCE 1955 AGAWAM,MA THE OLEARY COWANY INC, (4131 527-1360 Gum 376 COLLEGE WGHwAy SOUT"AMPIONMA 0$073 1413] 53FI-8532 LO f N SITE PLAN APPROVAL APPLICATION Responsive Trucking, Inc. 339 Silver Street Prepared by: D. L. BEAN, INC. 40 School Street Westfield, MA 01085 D. L. BEAN, INC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 July 22, 1999 ENGINEERS Planning Board Town of Agawam 36 Main Street Agawam, MA 01001 RE: Site Plan Approval Application - Responsive Trucking, Inc. 339 Silver Street Dear Board Member: Enclosed for your review is an Application for Site Plan Approval, a Storm Drain Permit Application, and an Application for Driveway Permit; as well as the Proposed Site Plan, Building Facade and Floor Plans, and Storm Drain Calculations. These are being submitted on behalf of Responsive Trucking, Inc. who propose to build a trucking terminal for their trucking business. we will be pleased to present this proposal at your earliest convenience. Sincere , D. L. an I David L. Bean, President Enclosures DLB/ssc AGAWAM PLANNING BOARD FORM D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board office of Planning and Community Development 36 Main Street Agawam, MA 01001 1 Name of Business Responsive Trucking, Inc. Address 339 Silver Street, Apawam, MA 01001 2 . Name of Applicant/Owner Responsive Trucking, Inc. Applicant Address 449 Silver Street, Agawam, MA 01001 Telephone 789-1263 3. Name of Engineer/Architect D.L. Bean, Inc. Address 40 School Street - Westfield, MA 01085 Telephone 413-562-7566 4. Please give a brief description of the proposed project: This proposal is to construct a 12,600 sq.ft. building in an industrial "B" zone as a trucking terminal. Current Owner: Anthony Liquori. and Roger Slate Rev. 2/14/94 Application for Driveway Permit APPLICATIO, N FQR"TXT- '%%'AYPERN11 TO%VN- OF AGAWAM 36 h(ArN STREET AGAWAM. t4k 01001 FEE: $5.00 DATE:-July 22 1999 TO: John P. Stone Supt. of Public Works 36 Main Street Agawam, NIA 0 100 1 Dear Sir: The undersigned William Maccio of Re" er Streit Aggw'am a 'cation for -o-Asive Truck�n&,_jaa..�44 �Qlv� here6y makes"ppli permission to open the roadway on 339. Sily.er Street for the purpose of sonstructing a drivewaZ for a prb osed truckin erminal. as shown on the attached plan. Proposed site Plan Applicant agrees to set building grade as required and to construct driveway so as to confQ.rrn with Aryawarn. DPW Standard for Residential Drives. Where building is part of an approved subdivision, applicant certifies that he has reviewed subdivision -radin,, plan and will build in conformance to that plan. ISSUA1\TCE OF A PERMIT DOES NOT NTEGATE YOUR OBLIGATION'S TO SEEK SITE PLAN APPROVAL IF REQUIRED BY SEC. I SO-13 OF THE TOWN CODE. APPLICANT HE REBY RECOGNIZED THAT IT IS HIS/HER RESPONSIBTLITY TO CALL DIG SAFE P111OR TO COMMENCNG WORK (1-800-322-4844). Si,-,n HCTC: William Moccio Mailin": AAIM"v r stizeet AddrCSS Agawam. mA olooi Telcphonc No. 789-1263 Building Elevations Floor Plans rF it 0 (D it If If it It If of _12 it It It -011 . .. .......... 0 [P-m- If If if u If It 0 U.— It 0 If 41 If 4j_ If LJ-_ GE s )u T (P ILJ < < < 3> > 0 z z z MOO ®R u DIM. rF POP r ft"Arem 11CALS AS PMID T HE ENGINEERING PLA DOM Itto NEW BLIDM FOR _C OOLEARY C 0."SN tRNUr T 10 N 1111111111111111111C 0 M P A N Y SINCE 1955 RESPOWIVE TRUCKING INC. I bm AGAWAK MA THE O'LEARY COMPANY INC, [41-51 5V-1.$60 Isun 376 COLLEGE HIG11WAY SOUTHAMPTON.MA 01073 [41,S1 5.SR-K%32 )L An 15 94.. 14 VAII m%am mg-ecr. 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