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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 01001 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 shall be,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 many 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. Yours truly, cam---��- Rosemarie Remillard 340 Silver Street4 Agawam, MA 01001 d , cc: Planning Board ,lUA 2 3 2009 Building Inspector Mayor Richard Cohen ~ DAILY LOG FOR TUESDAY, ,TUNIE 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. 1 Trailer Cab & Body 1:16 a.m. 1 Trailer Cab & Body 3:34 a.m. 1 Trailer Cab & Body 4:15 a.m. 1 Trailer Cab &Body 7.05 p.m. 2 Trailer Cab &Body 4:19 a.m. 1 Trailer Cab 7:10 p.m. 1 Trailer Cab & Body 4.20 a.m. 1 Trailer Cab 7:25 p.m. 1 Trailer Cab &Body 4:39 a-m. 1 Trailer Cab & Body 7:33 p.m. 1 Trailer Cab&Body 5:03 a.m. 3 Trailer Cab 7:35 p.m. 1 Trailer Cab 5:05 a.m. I Trailer Cab 7:50 p.m. 1 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. 1 Trailer Cab 6:08 a.m. 1 Trailer Cab & Body 6:15 a.m. 1 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 fl To: Dominic Urbinati, Building Inspector CC: John P. Stone DPW Supt., File ®c�ui aL 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 entirety and have passed inspection. 2. Chlorination of the water main has been performed and this main has been passed for potability requirements. 3. Testing of the water and sanitary sewer mains 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. Seidni James T. Daley, P.E. Civil Engineer I Town Engineer S:1SiteplanlSp339_3.wpd 17A 0 0 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 °Rama M February 28, 2000 Mr. Pete Sickler, Construction Division Mgr. The O'Leary Co. P. 0. Box 377 Southampton, MA 01073 Re: Responsive Trucking , 339 Silver St, SP339 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� , � !i James T. Daley, P. E., Town�ngineer t/ C: John P. Stone, DPW Director; Deborah Dachos, OPCD Dir. S:Isp1339101.wpd 0 0 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Mpy�� Tel. 413-786-0400 Fax 413-786-9927 490 November 16, 1999 William Moccio a Responsive Trucking, Inc. 339 Silver Street co Agawam, MA 0 100 1 Dear Mr, Moccio: C, �- At its meeting held on November 4, 1999, the Planning 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., 339 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. 1f you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Ronald LaRiviere, Acting Chairman Agawam Planning Board cc: Clerk Engineering Building O'Leary File Town of Agawam h 36 Main Street Agawam, Massachusetts 01001-1837 0 Mayes 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 THEI111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ENGINEERING O-ILEARY PLANNING COfVSTRLICTIpN 111111IIIIN11COMPANY SINCE 1955 October 27, 1999 Ms. Debbie Dachas 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 Imk Enclosures THE O'LEARY COMPANY. INC. BUTLER MAIL A❑❑RESS: P.O. BOX 377, SOUTHAMPTON, MA 01073-0377 0 CORPORATE HEA❑DUARTERS: 37E COLLEGE HIGHWAY, ROUTE 10, SOUTHAMPTON. MA 01073 BUILDER TELEPHONE: 413 527-1380 • PAX 413 527-2492 JOB: CAT, # WPM-WB-250 HPS-PC-MT-BRZ THE WALL PACK SERIES ` +' �L L PACKS The 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-efficient 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 r 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 and ensuring weather-tight Q�( WPS construction. LIGHT SOURCES High-power factor type Metal 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 tens in two piece PATTERNS Each WP fixture is shipped housing. WPL is provided with two piece housing with The WP fixture is offered with complete with cast-in drilling wide beam distribution. The templates or plugged,threaded borosilicate lens. p g9 DOOR FASTENERS anodized reflector ensures 112'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. 3MH 2MH 1M�1MH HT. A B C D E F G +, ''�� WPL 12' 13.89 5.56 2.78 1.39 .56 .28 .14 U9I, c �L 14'110.20 4.08 2.04 1.02 .41 .20 .10 0 16'1 7.81 3.13 1.56 .78 .31 .16 .08 listed for wet locations. l s 18'1 6.17 2.47 1,23 .62 .25 .12 .06 1MH 20'I 5.00 2.00 1.00 50 20 .10 .05 22'i 4.13 1.65 .83 .41 .17 .08 .04 2MH 24'1 3.47 1.39 .69 .35 .14 26' 2.961 1.18 .59 .30 .12 -N .03 3MH 12C 2.551 1.02 .51 .261 10 A5 .03 30" 2.22 .89 .44 .22 .09 .04 .02 ■ 4MH 5MH Lumen Rating 16,000 Levels shown are in footundles. Front L HT/NO SYSTEMS 10000 Alliance Road-P.O.Box 42728-Cincinnati,Ohio 45242-0728-(513)793.3200-FAX 4513)984-1335 — — r os- Lou>I�o ca. T. � • c-tee •z l x LIGHTINC3 'e r y�n1r WPS WPM WPL DIMENSIONS WPM WPL WPS �1f3 518"—� I V 14 7/8" r � J I ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. Luminaire Lamp line Luminaire r Prefix Distribution Wattage Light Source Lens Voltage Flnish r Options l 1 r WPS , WB Wide Beam 50 MH-Metal Halide•50 PC-Polycartlonate 120 BRZ-Bronze i PCI•Photoelectric Small control O 70 HPS-High Pressure Sodium-70 150 MH-Metal Halide-175.250 PG•Pressed Glass MT Multi-Tap;� BRZ~ Bronze` I NO-No Options Medium 175, High Pressure Sod ium- 15 PC PDIC CdrtlOn at WPL 400 MH-Metal Halide-400 PG-Pressed Glass PCR-Photocell Receptacle' Large HPS-High Pressure Sodium- 400 I EXAMPLE OF A TYPICAL ORDER WPM WB 175 MH PG MT BRZ NO 'PCR option requires PCE accessory "Multi Tap consists al 12OV,208V,240V,and 277V. Multi Tap is pre-wired for 277V. Alternate voltages will require field re-wiring. ACCESSORY ORDERING INFORMATION (Accessories are Field Installed) 0estriplion Order Number PCE MT.External Photoelectric Control 148887 PCE 480V-External Photoelectric Control 148688 NOTE:PCE Available for Large Fixture Only JOB: CAT. # WPL-W13-400 HPS--PG-MT-BRZ THE WAIL PACK SERIES 11* ,WALL PACKS The WP's contemporary design exceeds requirements and complements virtually any architectural detail. Its sound, weather-resistant construction ensures durability, providing .f maximum lighting efficiency and energy-efficient 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. AST WPS and ensuring weather-tight LIGHT SOURCES H g 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 PATTERNS Each WP fixture is shipped l�., housing. WPL is provided with pp . 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 ill'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 0 to ensure proper locking. facility. PHOTOMETRICS WPM-wB-150-PC 150w High Pressure Sodium Wide Beam Distribution MTG 3MH 2MH SMH 0 HT. A B C 0 E F G t WPL 1MH V�221 89 5.56 2.78 1.39 .56 .28 .14 cO 20 4.08 2.04 1.02 .41 .20 10 J D listed for wet locations. ® 81 3.13 L56 .78 .31 .16 .08B17 2.47 1.23 .62 .25 .12 .06 1MH 00 2.00 1.00 .50 .20 .10 .0513 1.65 .83 .41 .17 .08 .042MH 7 t.39 .69 .35 .14 .07 .036 1.18 .59 .30 .12 .06 .033MH 55 1.02 .51 .26 .10 .0522 .89 .44 .22 .09 .G4 A2 QH 5MH Lumen Rating 16,000 Levels shown are in tootcandles. Front � 1^Y OLT 2 7 1999 Vuk LIOHrING SYSTEMS 10000 Alliance Road-P.O.Box 42728-Cincinnati,Ohio 45242-0720•(513)793-3200-FAX(513)984.1335 JOB: LUDLOW TECH WPL—WB-4'0 0 HPS—PG-1r1T :^ ; L� s LIGfi►TING SYSTEMS I • rt-'ay.�s i WPS WPM WPL DIMENSIONS WPM WPL W P S F---16 518" I F-17" I � 3 I 14 718" J � I 111 �12.3I4"—� L 5114"1 L89/16"j L'OORDELRI,NGG INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. j tribution I Lamp Lighl Source lens Line Luminaire Options Prefixwattage voltage Finish wide Beam ! 50 MH Metal Halide 50 PC Palycarbonase 120 BRZ-Bronze I PC)•Photoelectric �I 70 HPS-High Pressure Sodium-70 Conlsol 150 MH-Metal HaFde•115,250 PG-Pressed Glass MT-Milli-Tao-,' BRZ-Bronze 1 NO-No Options 175 HPS-High Pressure Sodium- 48 1250 150,250 PC-Polycarbonate 0` w400 MH-Metal H li PG Press PCR-Photocell Receptacle• HPS-High Pressure Sodium- 400 r i EXAMPLE OF A TYPICAL ORDER WPM WB 175 MH PG MT BRZ NO 'PCR option requires 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) Oascrlpilan Order Number PCE MT-External Photoelectric Control 148687 PCE 480V-External Photoelectric Control 148688 NOTE:PCE Available for Large fixture Only T CITATION® SERIES Cis ctive styling combined with excellent lightiontroi...that is the Citation. f• C 1 TAT l Q N 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,LSl Lighting small,medium,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 The Citation is designed to a finishing process,to give the operate increasing housing strength g p fixture an exceptionally attractive and ensuring weather-tight with any of the following lamp 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,platinum, for wet locations. with mogul-base sockets. cocoa,buff,white,and green. LENS/GASKET REFLECTORS/DISTRIBUTION The DuraGrip polyester finish Citation's clear flat tempered PATTERNS withstands extreme weather cracking or glass lens is sealed to the lens Three reflector systems peeling.Finish i changes without guaranteed frame with silicone sealant.The and distribution patterns are for five full years. lens frame features a continuous, available with the Citation: one-piece EPDM gasket for Asymmetrical(A),Type Ill(3) BALLAST maximum sealing to the housing. medium distribution pattern for High-power factor type ballast DOOR FASTENERS Forward pole spacing,and is mounted to the housing 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 BRACKETS features two captive door fasteners backside cutoff.A field-rotatable 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, 1OOOW 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 HT. A 8 C a E NN ■®2MH ordered from the Options column [45- 11.25 4.50 2.25 1.13 0.45 of the ordering chart.)Refer to 8.30 3.72 1.86 0.83 0.37 ON",1�Q uam 7,81 3,13 1.56 0.78 0.31 Poles/Brackets section of catalog 6.66 2.66 1.33 0.67 0.27 for other mounting options,which ■®�t 10 5,74 2.30 1.15 0.57 0.23 must be ordered separately. A 5.00 2.00 1.00 0.50 0.20 POLES y- 1MH 3.67 1-47 0.73 0.37 0,15 ■� 6 2.96 1.18 0,59 0,30 0,12 Refer to Poles/Brackets section ■� 2MH 1.80 0.72 0.36 0.18 0.09of catalog for pale information. 1.84 0-72 0.36 0.18 0.07 MEN04MH U� listed for wet locations. ■■.■ Lumen Rating 107,800 GO •CSA CertIfled Levels shown are in footcandles. Front kw LIGHTING SYSTEMS A Division of LSI Industries Inc. i0000 Artiance Road-P.d.Box 42728-Cincinnati,Qhio 45242-0728-(513)793-3200-FAX(513)984•t 335 .JOB: LDDLOW TECH CITATION IF CTS-150 BPS—F—MT—BRZ . ' *11;w7wasysmHS - C110 DIMENSIONS F 1)--r—A�� I AMC Bracket- 7 2-ball B Pattern Flat Lens A B C U CTS Small) ZU-1/6- 8' 14-5I8' 6" CTIVI(Medium) 25' 8" 18-318' 12' CTL(Large) 29' 10' 21" 12" Note:A six-inch arm mount(bolt-on bracket)is shipped standard with a small Citation.A twelve-inch'arm mount(bolt-on bracket)is shipped standard with a medium or large Citation,unless otherwise specified. LUMiNAIRE EPA CHART F■ Includes bracket. _ I single `-' D90' D180' g0° TN120' 090° Parallel Small Citation ICTS1 6'Bracket 2.2 2.8 1 3.6 1 3.6 4-4 — Medium Citation tCTMI 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 6.4 1 8.3 1 8.5 102 5.4 ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below]. Lummaire Distribution Lamp Light 5aurse Lens Line Luminaire Options Prell>t Wattage Voltage" Finish CT5-Small A-Asymmetrical 100 t HPC—High Pressure Sodiu F-Clear Flat 347V RZ-$ran 661(-6'Bracket{CTM or CTL cnr71 �3 ape lr� 1-150, 100, 50 Wap Tempered � SL� BLK-Black PA-Parallel FT-Forward Throtw 175 SMH- uper alai Haride Glass IMT-Multi Tap- PLT-Platinum PCR-Phomelecmc Control 175 Watt COA-Cocoa Receptacle MH-Metal Halide 8t1F-Bull LL-Less Lamp 175 Watt WHT-White CL-Coated Lamp CTM-Medium A-Asymmetrical 250 PS-High Pressure Sodium GRN-Green FS120V-Single Fusing a00 W FS277V-Single Fusing FT-, ra:. SMH-Super Metal halide FS347V-Single Fusing FD206V-Double Fusing 250,400 Watt F0240V-DaabEe Fusino MH-Metal Halide F0480V-Doucie Fusin , 250,400 Watt NO-No Options CTL-Large A-Asymmetrical 1000 HIPS-High Pres5ure Sodium 3-Type III 1000 Watt FT-Forraro Throy+' MH-Metal Halide 1000 Watt Note:PCR factory Installec and EXAMPLE OF A TYPICAL ORDER n prewued for 2i7V.Altem3te 'CTL•FT-Forward Throw reflectors are fieldroiatable. CTM 3 400 HPS F MT BRZ NO voltagestmurequlrefielorey;uing, "For International voltages.consult factory. -MT-Multi Tap is shipped standard unless otherwise specified. Multi Tap consists of 120V.208V,240V.and 277V. ACCESSORY' ORDERING INFORMATION "A 6'bracket can only be oroered wilh single and 0180°configurations. OPTIONAL BRACKET ORDERING INFORMATION DesOption Order Number Internal Fitter Tenon CT5 HSS-House Side Shield 122519'- Mount ar m o CTM HSS-House Side Shield 122520" a Fitter' o . o CTL HSS-House Side Shield 122521" su�lero-rao 0•90 CTS PLS-Polycarbonate Shield 122522 Order lorinea (ondea Bracket Number 2 sides) 4 Sideat Configuration CTM PLS-Polycarbonate Shield 122523 BKA-NM-D180---CLR D180' CTL PLS-Polycarbonate Shield 122524 Order Bracket BKA-NM-090---CLR 090° RPP-Round Pole Plate 6908901' Number Configuration 'Tenon size is 2-7fa'4 D.ConsultIaCtcry ter ether Sizes PC120V-Photocell 122514 8KA-4ISF.0IE0---CLR 0180° Wall Mount BKA-41SF•090---CLR 090' Plate PC208V-Photocell 122515 BKA-51SF-D180---CLR 0180' PC240V-Photocell 122516 BKA-SISF-090-••CLR 09V Order Bracket Number a'.e' Configuration PC277V-Photocell 122517 6KS-80-WM- UR Wall Mount PC480V-Photocell 122518 Nora:c.F-$peaty 11WA 'Accessories are field installed. "Specity knish. 'Black onty. EL SQUARE POLES STEEL #Square Pales from LSI Lighting Systems*r durable aesthetics to enhance your � specified lighting design. For a look that lasts, specify LSI poles. SQUARE SPECIFICATIONS / POLE SHAFT BASE GROUND LUG PALES 1!� Pole shaft is electro-welded Pole base is ASTM-A36 hot-relied Ground lug is standard. �.� ASTM-A500 Grade C steel tubing steel plate with a minimum yield DUPLEX RECEPTACLE SOH- 5ofio- with a minimum yield strength strength of 36,000 psi.Two-piece DU her roof duplex RECEPTACLE to of 50,000 psi.On Tenon Mount fabricated square aluminum base R p receptacle 2.34"O.U. Bolt-On steel poles,tenon is 2-3/8'O.D. cover is optional. is optional. 1c 4-314" Mount, Tenon 2-Bon high-strength pipe.Tenon is ANCHOR BOLTS GROUND FAULT Pattern 4-314'in length.Straight poles CIRCUIT INTERRUPTER are 4',5',and 6'square. Poles are furnished with anchor 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', 5, /� size is 2'x 4'.Poles 22'and a minimum yield strength of LSI Lighting Systems'revolutionary above have a 3'x 6'reinforced 36,000 psi. superior baked-on polyester-powder Square hand-hole. PalePole Top finishing process,to give the pole an Top exceptionally attractive appearance. 0 STEEL SQUARE POLES The process electrostatically applies POLE SELECTION CHART(All, 5" and 6" steel square poles) and thermally fuses a polyesterpowder to the pole.This unique but- Height EPA r outside Material Ball protection process provides an Mounting 70 MPH 80 MPH 90 MPH 100 MPH Dimensions Circle extremely smooth and uniform Holes V 50.0 37.7 29.3 23.2 4' S11G B finish which withstands extreme 10' 7.6 28.0 21.5 16.8 4' stir, weather changes without cracking ,V B or peeling.OuraGrip finish features �/ ' 23.3 16.7 12.2 9.0 4- S11G B a two-year limited warranty. /► 16' 18.6 13.1 9.3 6.5 4' S11G B Standard finish colors available for 16' 34.6 25.0 18.5 13.8 5' S11G C poles are bronze,black,platinum, SF- is. 14.4 9.7 6.5 4.2 4' S11G B cocoa,buff,white,and green. Single 18' 27.9 19.7 14.1 10.1 5- S11G c Optional DuraGri a Plus features Flood Pole, 20' 11.0 7.0 4.2 2.2 4' S11G 8 p Preparation 20' 18.7 12.8 8.8 5.9 4' S07G B added protection with a 3.0 to 5.0 20, 22.5 15.4 10.5 7.0 5' S11G c mil thickness of polyester-powder 20' 35.5 25.4 18.4 13.4 5' S07G D finish plus an inner coating.This 22' 10A 6.3 3.4 1A 4' S1113 B specially developed inner coating 22' 18.7 12.6 8.4 5A 4' S07G B is a thermal plastic hydrocarbon 22' 20.8 13.8 8.9 5.5 5' S11G c 22' 34.0 23.9 17.0 12.0 5' S07G D resin applied to the inside of the 24' 7.7 4.0 1.5 - 4' S11G B pole to seal and protect against 24' 15.1 9.7 6.0 3.3 4' S07G B atmospheric and corrosive matter. 24' 16.7 10.5 6.2 3.1 5- S11G c OuraGrip Plus finish features a 24' 22.5 14.9 9.7 5.9 5' S11H• o five-year limited warranty. 24' 28.6 19.6 13.4 8.9 5' S07121 D 24' 46.2 32.6 23.2 16.6 6' S076 J 26' 5.3 2.1 - - 4' S11G B 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 5' S07G D 26' 39.6 27.3 18.9 12.9 6' S07G J 28' 9.2 4.9 1.9 4' S07G B 25, 14,5 8.4 4.2 1.2 5' s11H' D 28' 19.9 12.5 7.5 3.9 5' S07G 0 2 ' 33 Hand•hofe 30, 11.2 5.7 1.9 - 5' S11H' D 30' 28.8 16.6 1 t$ 6.6 6' S07G J 35' 18.3 t0.0 4,3 6' S07G J 12" 39, 11.5 4.3 -- - 6' S07G J optional Standard `Refer to EPA data sheet for complete EPA information. "H"denotes high yield steel(70,000 psi). Base Cover 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 t4i 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 Brills exceeds the luminaire/bracket EPA as was previously determined. Foundation k4gi By other LICTHT/NG SYSTEMS A Division of I-SI industries Inc. 10000 Alliance Roaa•P.O.Box 42728•Cincinnati,Ohio 45242.0728•(513)793-3200•FAX(513)984.1335 JOB: 'LUDLOW TECH ' ; POLES �` t.• CAT 0 4SQBO—A-15'—S-BRZ—GA WITH 0 40C-BRZ STEEL QUARE , POLES+ L/C3HTINO SYSM�f1S BOLT CIRCLE `14UN tr 1, rmum �� 1>~va'w•1 !'�o-ur w.1 �tat�"w•1 rtr 14.-1 I I it bait Grate 1'adir Cirda 1r lion cud e - 1r trainc1 a e C D J Slotted Bolt Circle 8'to 11' 11' 11' 12 Anchor Bolt Size 3/4'x 30' 3/4'x 30' 1'x 36' 1'x 36' Anchor Bolt Projection 3-Vil, 3.1/4' 4' 4' ease Plate opening for Wireway ttry 3-B/8' 4.3/4' 4.518' 5.5/8, ease Plate Dimensions 10-18'sq.x 3/4'thk. 10-1/8'Sq.x 3/4'thk. 10-118'sq.x 314'Ink. 12'sq.x 3/4'thk. > Note:ease piale illustrations may Gdange wAftot&40ft`DO-= it for Setting anchor trOtts.Consult factory for the base plate templates. ORDERING INFORMATION Select appropriate choice trom each column to formulate order code. Refer to example below. ---------------- Pole Material Height Mounting Pole Finish Optlons Series Configuration 22��jLPsRern 51 - 3' S-Sln to BR 8r T GA-Galvanized Anchor ; 45QB0 S07G-7 Ga.Steel a' °- quble LK-Black SF-SingleFlood' 5SQBO St 1H-11 Ga.Steel 10' 090°-Rouble PLT-Platinum OF-Double Flood' 6SOBO 12' DN90°-Double COA-Cocoa OGP-OuraGrip'Plus Consult pole selection 14' T90°-Triple BUF-Buff LAB-Less Anchor Botts chars on opposite page. 16' TN120'-Triple WtiT-While NO-No Options 18, Q90°-Quad GRN-Green 20' QN90'-Quad 22, PA-Twin Parallel Square Pole for 24' PT-Pole Top Mount Pole Top Mount 26 26, 4SOP 30 55QP 35' 6SQP 39' Square Pale lot N-Tenon Mount Tenon Mount 115 (Standard tenon 4SON size is 2'pipe) 5SON 6SQN Square Pole (No mounting holeel 4SQ1 5SQ1 EXAMPLE OF A TYPICAL ORDER 5SQB0 SD7G 24 D180 PLT SF DGP 'See Flood Lighting Brackets-i3olt-0n(page 62). ACCESSORY' DRILLING LOCATIONS Sides ORDERING INFORMATION A a C o Description Order Number sc� Hand-hole X -- -�� 48C-4'Square Base Cover i 122559" 1 Ss le X =sya- D1801 X X 58C-5'Square Base Cover 122561" II //- \II 090° X X 6BC-6'Square Base Cover 122563" w i +� T90° X X X ER2-Weatherpro0l Duplex Receptacle 122564'• side - Side T1201' X ER2-Weatherproof Duplex Receptacle for 122566" Q90° X X X X Reinforced Hand-hole(Pales 18'and above) �I\\ - ; - f I Single FBO X } GFI-Ground Fault Circuit lnrerrupler t22565'• L ■-�_,_E=� Double F80 +77 X GFI-Ground Fault Circuit Interrupter for 122567' Sill. '0ttxr two it Mmis wee be 120*10 the left and right W We A. Reinforced Hand-hole(Poles 22'and above) -Ir Notes:Consult factory for custom variations. MHP-Mounting Hole Plugs(3 plugs standard) 132336 Mend-hole SIdH Standard SF and OF pole preparations are located Y4 of the height of the pole from the base. 'Accessories are field installed. "Specify finish. ` 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 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 hAPH-EPAs are for locations 100 miles away from hurricane ocean lines.Note:Hurricane ocean lines are the Atlantic and Gulf of Mexico coastal areas. �y JOB: _ CTN-FT i00 E1PS-F-NT-BR .BRA-BO-ADJ-.6-BRZ 'SINGLE CTM_-?C)q@ g -III-BR�RA--BO-AWJ 6-BRZ ,SINGLE 2 400 5-F. 2 RA- 6-B - TWIN @ i8C CITATION Dlsinc Ive syling comtned wit Iexceet'llgtng conroliatis thlation. 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 t_ighting small, medium,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 t1L 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, LENS/GASKET GASKET REFLECTORVDISTRIBUTION The DuraGrip polyester finish PATTERNS withstands extreme weather Citation's clear fiat 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 for live full years. lens frame features a continuous, available with the Citation: one-piece EPDM gasket for Asymmetrical(A),Type III (3) BALLAST maximum sealing to the housing. medium distribution pattern for High-power factor type ballast DOOR FASTENERS increased pole spacing,and is mounted to the housing 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 Bolton 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 Fon'rard 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 hHOTOMETRICS bracket) is shipped with a medium or large Citation(CTM, l000w Metal Halide(Single) CTL), (A 6'bracket is available Type fT-forward Throw for CTM,CTL in single and MTG. 0180°configurations. It must be 3MH 2MH 1MH 02MH HT. A B c o F ordered from the Options column ■■�® 20' 11.251 4,50 2.25 1,13 0.45 of the ordering than.) Refer to 22' 9.301 3 721 1.86 0.931 0.371 Poles/Brackets section of catalog 1MH 24' 7.8113.131 1.56 0.78 0.31 ' 26' 6.66 2.661 1.33 0.67 0.27 for other mounting options,which ®r"r 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 1.t8 0.59 0.30 0.12 Refer to Poles/Brackets section L:6-I& i 2MH 45' 2.221o.ss o.aa 0.22 0.09 of catalog for pale information. MOM 3MH 50' 1.80 0.721 4.36 0,18 0.07 UL listed for wet locations. MEN 4�IH t6 No0 0 Lumen Rating 107.800 V P`CSA Certified Levels shown are!n foolcandles. Front L10 77NG SYSTEMS A Division of LSI Industries Inc. 10000 Alliance Road-P.O.Box 42728-Cincinnati.Ohio 45242.0728-(5131 793.3200-FAX 1513)984.1335 JOB: LODLOWTECH CAT. # CTM—FT-400HPS—F—MT—BRZ/BKA—BO—ADJ-6—BRZ SING t CAT.# CTM-3—GHPS—F—MT—BRZ/BRA—BO—ADJ—&Z SIN BRZ L/GHT�G.7}i¢rrg 3-400HPS—F—MT—BRZ/2#BKA—BO—ADJ-6— f A1TJ O N DIMENSIONS F D--r—A �I I Ic Bracket- 2-boll e Pattern Flaf Lena A B C D � w", CTS(Small) 20.1/8' 8" 14.5/8'M12' 1 CTM(Medium) 25' 8" 18.3/8' CTL(Large) 29' 10' 21' Note:A six-inch arm mount(bolt-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 f L — Includes bracket. •: Single D90° 0180° T90° TN120' 490° Parallel 01� Small Citation fCTSi 6'Bracket 1_4 2.2 — 2.B� 3.6 3.6 4 — Medium Citation I CTM 1 12'Bracket 2.4 4.1 1 4.8 1 6.5 1 6.6 1 8,2 — Large Citauon(CTLI 12-Bracket 3.2 1 5.1 1 6.4 1 8.3 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 I Wattage Voltage'" Finish CTS-Srnv A-Asymmetrical 100 HPS-High Pressure Sodium F-Clnar Rat 347V t BRZ�Bronze 68K-6'Bracket(CTM or CTL enryl" 3-Tppe Ill 150 too,150 Watt tempered : __ a�qy "BLK-Biaca PA-Parallel FT-Fervard Throw 175 SMH-Super Metal Halide Giass MT-Mufti Tap'! PLT-Plaunum PCR-Photoelectric Control 175 Watt COA-Cocoa Receptacle MH-Metal Halide Bl1F-Buft LL-Less Lamp 175 Watt WHT-White CL-Coated Lamp O CTM-Meciu A-Asy� m�metr_ ical 250 }�j{p,��iigh Pressure Sodium GRN-Green F512DV-Single Fusing FS277V-Singfe Fusing .1-�,pe Ili y `115 i 250.400�wattt FS347V-Single Fusing FT-Forward Throw i. SMH-Super 1reial Halide FD208V-�Double Fusing 250.400 Watt FD240V-Double Fusing MH-Metal Halide FD480V-Double Fusing 250.400 Watt NO-No Options CTL-Large A-Asymmetrical 1000 HPS-High Pressure Sodium 3-Type III 1000 Watt FT-Forward Throw MH-Metal Halide 1000 Watt I I Nate:PCR factory installed and prernate EXAMPLE OF A TYPICAL ORDER voltages for 217VrAfield re 'CTL•Fi-Forward ihrovr reflectors are field-rotatable. CTM 3 400 HPS F MT BRZ N 0 °81tages will require field revering "Far imernattonat voilages.Consult factory. 'MT-Mult+Tap is shipped standard unless otherwise specified. Multi Tap Consists rd red w 20 in e and and 277v. ACCESSORY' ORDERING INFORMATION '°A 6'brac';et can onto be ordered with single and D180`configurations. OPTIONAL BRACKET ORDERING INFORMATION Description Order Number Internal Fitter Tenon CTS HSS-House Side Shield 122519" o , o Mount n CTM HSS-House Side Shield 122520" o � Fitter' o 0 o CTL HSS-Houso Side Shield 122521" d i Order Singwo•i8o 0.9e CTS PLS-Polycarbonate Shield 122522 tDneea todned Bracket Number 2 Sw.s1 4 Stdess Configuration CTM PLS-Polycarbonate Shield 122523 { BKA-NM-D180-•-CLR D180' CTL PLS-Polycarbonate Shield 122524 Order Bracket BYA-NM-090-•-CLR 090' RPP-Round Pale Plate 6908901' Number Configuration •Tenon sire i5 2-318'0,0.COn5ut1 factory for other sizes- BKA•4ISF-D160-•-CLR D180° PC120V-Photocell 122514 BKA•41SF•090-•-CLR 090° wall Mount k PC208V--Photocell 122515 Plate a.., RA-5ISF-DI80-•-CLR 0180' Frn PC240V-Photocell 122516 Order Bracket BKA•StSF•D9D• CLR 090` e.i s =r - --- — - Number Configuration PC277V-Photocell 122517. 8KS-BO-WM-.•CLR Wall&taunt PC480V-Photocell 122518 Note.c,R-S;�c,;t,r�sr. 'Accessories are lield installed. "Specify linrsn. `Black only, w EPLACEMENT AND RETROJJ BRACKETS BRACKETSackets are easily ordered from Ordering in ation Chart on the next page. F O R A R E A L I G H T I N G F I X T U R E S OPTIONAL BRACKETS HABO—Hatteras HSBO—Hilton HIBO—Hilton Bolt-On Small Bolt-On Medium Bolt-On ' 0 BO—Bolt-On Bracket SO_wM—wall RBO-wM—Wan Mount Plate Mount Plate 2-1r2'x 6' 8'x 8' 8'x 8' 2-1l2'x 12' 2.1r2'x 14' 60-PA— NM-PA—Tenon Mount NM—Tenon Mount Fitter' Parallel Arm Parallel Arm 0 0 0 0 0 0 0 e��_3x 5.x24' Tx8-x4B' Tenon Ada tor• 5inglarD 180 Q 90 prined (Drilled 2 Sides) 4 Sides) 6 V, BO-ADJ—Bolt-On NM-ADJ—Tenon NM-AD—Tenon �^—�� [Note: Adjustable Mount Adjustable Reducers 9 3!4" 2.5r2" 3,or2•• o 3.5r2 Bolt-on and tenon mount parallel arms are designed for direct mounting of flxture to face of bracket. Sliplitter fits standard 2-3/8'00 tenons(2.0 pipe). 2.5',3.0'.3.5'I.O.pipe sizes are reduced to standard size 2-3Z 00(2.0 pipe),Consult factory for other sizes. ACCESSORY' ORDERING INFORMATION RPP — ROUND POLE PLATE For mounting square bradreted fixtures to round poles. Omriptirm Order Humber RPP— RPP-hound Pale Plate 6908901/, Round 'Accessories are field installed. Pole Platte "Blackanry. LICaHTWO SYSTEMS A C)Msioa of LSl Industries Inc. 10000 Alliance Road•P.O.Box 42726•Cincinnati,Ohio 45242.072E•(513)793-32W•FAX(5131984.1335 -'d. }.. ..,yR,(• Y�C , i .!'AYf 5�t'vi' [ its } - " AREA11GH1tqG BRACKETS L10HT/NO SYSTLVHS INTERNAL FETTER—ISF The internal fitter 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 I p —Bracket Cap i HOIe Plugs • 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 I 1 --Jl4- • Easy,quick installation dramatically reduces installation time and costs. Lowest o� - When retrofitting,simply cut off the top of the existing pole to the required height.Drop the fitter into the hole Threads I L and turn to tighten. I i Retaining Pin • Design provides automatic alignment of fixture to pole,ensuring the fixture is always straight. n 11—Pole snap • 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 oelow. Bracket Bracket Bracket Length Bracket Options Designation Width/Type Configuration Finish 8KA-Bracket Aluminum HABO-Hatteras Bolt-On S-Single 6' t BRZ-8ranze NO-No Options HSBO-Hilton Small Bolt-On 6' -black HIED-Hilton Med.lLrg.Ball-On 6' PLT-Platinum Color Decals COA-Cocoa 45-Ug4l Gold Metallic BLIF-Buff 20-Charcoal Metallic 111-IT-White 94-Blue Metallic GRN-Green 59-Dark Green 21-Tomato Red 55-Black 50-Whae 575-Putty 01-Chrome 51-Dark Red 80-Bolt-On S-Single 6' 12' 14' ADJ-Adjustable �fi' � NO-No Options RBO-Round Bolt-On WM-Wall Mount BKS-Bracket Steel 80-Bali-On WM-Wall Mount PA-Parallel Mount 24' NM-Tenon Mount PA-Parallel Mount 48, RD-Reducers 2.512' 3.0/2' 3.512' SKA-8rackel Aluminum NM-Tenon Mount S-Single D1801-Double 090°-Double T901-Triple TN120•-Triple 0901-Quad AOJ-Adjustable BKA-Bracket Aluminum 41SF-Intarrlal Fitter 01801-Double 51 SF-Internal Fitter 0901-Quad 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). 1 1 97 ^ I n G 1 1, 1 ^^ ", i EL SQUARE POLES STEELSquare Poles from LSI Lighting Systems*durable aesthetics to enhance your specified lighting design. For a look that lasts, specify L51 poles. SQUARE 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 SOH- sQ11Q- of 50,000 psi.On Tenon Mount fabricated square aluminum base Weatherproof duplex receptacle 2 31B'D.O. Bali Qti steel pales,tenon is 2-318'O.D. cover is optional. i5 optional. x 4.314' Mount. Tenon 2-aoti high-strength pipe.Tenon IS ANCHOR BOLTS GROUND FAULT Pattern 4-3/4'in length.Straight poles CIRCUIT INTERRUPTER No 11 are 4',5',and 6'square. Poles are furnished with anchor 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 DuraGri 4' size is 2'x 4'.Poles 22'and a minimum yield strength of p p ' 5- OP- above have a 3'x 6'reinforced 36,000 psi. LSI Lighting Systems'revolutionary Square hand-hole. superior baked-on polyester-powder Pole Top finishing process,to give the pole an exceptionally attractive appearance. STEEL SQUARE POLES The process electrostatically applies POLE SELECTION CHART(4", 5" and 6" steel square poles) and to the po esTh1s unique olyester S01- Height EPA� Outside Material Bolt protection process provides an No 70 MPH SO MPH 90 MPH 10O MPH Dimensions Circle Mounting extremely smooth and uniform Holm 3' - - - - 4'8' 50.0 37.7 29.3 23.2 4' S1ia sl B B finish which withstands extreme 10' 37.6 28.0 21.5 16.8 4' St 1G' B weather changes without cracking 12, 29.3 21.5 16.2 12.3 4' 811G B or peeling.DuraGrip finish features w' 23.3 16.7 12.2 9.0 4' S116 B 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' S11G B cocoa,buff,white,and green. Slegls 1 18' 27.9 191 14.1 10.1 5- Silo c Optional DuraGrip•Plus features Flood Pole, 20' 11.0 7.0 4.2 2.2 4' S11G B Preparation 20' 18.7 12.8 e.e 5.9 4' S07G B added protection with a 3.0 to 5.0 20' 22.5 15.4 10.5 7.0 5' S1115 c mil thickness of polyester-powder ® 20' 35.5 25.4 18A 13.4 5' S07G D finish plus an inner coating.This 22' 10.4 63 34 1.4 4' S11G B specially developed inner coating 22' 18.7 12.6 8.4 5.4 4' S07G B is a thermal plastic hydrocarbon 22' 34.0 13.8 8.9 5.5 5- S07G 0 resin applied to the inside of the 22' 34.0 23.9 17.0 12.0 5' S07G 0 pp 24' 7.7 4.0 1.5 4' S11G B pole to seal and protect against 24' 15.1 9.7 Co 3.3 4' S07G B atmospheric and corrosive matter. 24' 16.7 10.s 6.2 3.1 5' S11G 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 23.2 16.6 6' S07G J 26' S.3 2.1 - 4• S11G B 26, 12.0 7.2 3.9 1.5 4' S07G B 26' 13.2 7.6 3.8 1.0 5' S11G c 25' 24.0 15.8 10.3 6.3 5' S07G D 26' 39.6 27.3 18,9 12.9 6' S07G J 28' 9.2 4,9 1.9 4' S07G B 28' 14.5 8.4 4.2 1.2 5' 511H' D 28, 19.9 t2.5 7.5 3.9 5' S47G 0 Hand-hole �,� 30 11.2 5.7 1.9 5' S11H' O 30' 28.8 18.6.6 11.6 6.6 6' S070 J 35' 18.3 10.0 4.3 - 6' S07G J 12' 3) 11.5 4-3 - - 6' 507G J optional Standard peter to EPA data sheet for complete EPA Wormattpn. H'denotes high yield ste4(70A00 pail Base Cover Fallow these steps to determine the luminaire/pole combination for your application. •Select luminaire from Luminaire • Refer to Luminaire EPA Chart •Select MPH to match the wind speed in Projection (4) Ordering Information. to determine EPA value. the application area. p 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 L10HT/NG SYSTfNS A division or LSI industries Inc. 10000 Afliance Road•P,O.Box 42728•Cincinnati,Ohio 45242.0728-(513)793.3200•FAX(513)984.1335 JOB: -•LDDLOW- TECH : 30' LES BOTH SINGLES TWIAQU 1800 CATSS0 5SQBO—SllH-30— Z—GA uc4,NaSYSTEMSD o-BRti_GA STEEARE POLES BOLT CIRCLE rw ��mn ragtran 6'aquare 4 rto-lra•:q.� �to-tra•:q.i ",.Vr.4 i i 11•eon C a 11"9alt clrela 11'6atl Clrsla i 1r Son c9,- , B C D Slotted Bait Circle 8'to 11' 11" 11' 12' Anchor Bolt Size 314'x 30' 314'x 30' 1'x 36' 1'x 36' Anchor Bolt Projection 3-114' 3.114' 4' 4' Base Plate Opening for Wireway Entry 3-5/6' 4.3/4' 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 314'thk, Note:Base plate illustrations may Fhanga without notice.Do not use for setting anchor bolts.Consult factory for mplate . ORDERING INFORMATION Select appropriate choice from each column to formulate order code.Refer to example below. Polo Material Height Mounting Pole Finish Options Series Configuration 2-Boll Pattern S116-11 Ga,Steel 3' S-Single i RZ-Bronze GA-Galvanized Anchor Botts o k . 4SQBQ_ S07G-7 Ga. 1 8' �.p1845=•Qpy BLK--Black SF-Single Flood' 1 5SQR0 11 H-11 Ga.Steel ; 10' D9011-Double PLT-Platinum OF-Double Flood' 6SQBO - 12, ON901-Double COA-Cocoa OGP-OuraGrip'Plus Consult pale selection 14' T90°-Triple BUF-Buff LAB-Less Anchor Bolts chart on opposite page. 16' TN120°-Triple WHT-White NO-No options 18, 090,-Quad GFIN-Green 20' ON901-Quad 22' PA-Twin Parallel Square Pole for 24' PT-Pole Top Mount Polo Top Mount �- 4SOP t 3n, 5SOP 35' 6SOP 39, Square Pole for N-Tenon Mount Tenon Mount (Standard tenon 4SON size is 2'pipe) 5SON 6SON Square Pale (No mounting holes) 4$01 5SQ1 EXAMPLE OF ATYPICAL ORDER 5SQBO S07G'j 24 D180 PLT SF DGP See Flood Lighting Brackets-Halt-On(page 62. ACCESSORY* DRILLING LOCATIONS ORDERING INFORMATION side: A B c o Description Order Number S�"' Hand hole X Sin le x 4BC-4'Square Base Cover 122559'" -a— - Sin le X X ©t� 58C-5'Square Base Cover i 122561" II //^ I D90° X X 6BC-6'Square Base Cover 122563'* f ��; T90° x X x ER2-Weatherproof Duplex Receptacle 122564" Side—i;--- ---I}—Side T1200' x ER2-Weatherproof Duplex Receptacle for 122566" a ", ,;; a" 090° x x x x Reinforced Hand-hole(Poles 18'and above) III\\- ////II,1 Single FBO X GA-Ground Fault Circuit Interrupter 122565" _. .e Double FBO x x I 'Other two locations will be 120°to the left and 6M of side A. GA-Ground Fault Circuit Interrupter for 122567" Side Reinforced Hand-hole(Pales 22'and above) -A» Notes:Consult factory Ior custom variations. i MHP-Mounting Hale Plugs(3 plugs standard) 132336 (Hand-hall Side) Standard SF and OF pole preparations are located 314 of the height of the pole from the base. -Accessories are field installed. "Specify knish. 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 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 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 r. i 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): O.K. Description of Project: The proposed construction of a 12,600 sq.ft. trucking terminal with associated parking for employees, truck drivers and tractor trailers. f 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, Landscaping/Screening 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". r Site Plan Review Page 3 Sign Location: O.K. 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 p 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 1" = 60'." We approve the submitted plan. If you have any questions, please do not hesitate to contact our division. Si cerely, Si erel , s ale , .E. an nna is own Engineer Civ' Engineer I H:\ENGINEER\SITEPLAN\Sp339-2.wpd Town of Agawam r 36 Main Street Agawam, Massachusetts 01001-1837 s� Py�1 Tel. 413-786-0400 Fax 413.786-9927 October 26, 1999 William Moccio Responsive Trucking 339 Silver Street Agawam, MA 01001 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. File 'own of Agawam w 36 Main Street Agawam, Massachusetts 01001-1837 y � Tel. 413-786-0400 Fax 413-786-9927 :august 6, 1999 William Moccio Responsive Trucking, Inc. 339 Silver Street ' Agawam. 1VIA 01001 J Dear Mr. Moccio: 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, VLV prepared by D.L. Bean, Inc. and dated July 21, 1999 with the following conditions: I. The comments contained in the Engineering Department's memo dated August 5, 1999 and attached. must be addressed. ?. Cut sheets an the proposed lights and poles musts be submitted. 3. 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 786-4000, extension 283). Sincerely, Charles R. Calabrese, Chairman Aaawa.m Planning Board cc: Clerk D.L. Bean, Inc. O'Leary Co. Engineering Building File - s r ToNvNi of AGAWAM MEMORANDUM _ it To: Plannina Board CC: John P. Stone. File, VRK From: Engineering Date: August 3, 1999 Subject: Site Plan - Responsive Trucking,, Inc. - 339 Silver Street - SP 339 Per your request dated July 22. 1999 we have reviewed the site p[an entitled, "Proposed Site Plan. Agawam. blassachusers. prepared for Responsive Trucking, Inc.. 339 Silver Street. by D.L. Bean, Inc., dated Jule 21. 1999, scale 1" = 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 conrractor/owner shall contact the Town of Agawam2 s Engineering Division, :86-0400 :t 2 7 5/8. No piping/appurtenances will be installed or back celled without the permission of the division. B. "Ail plantings must be maintained and that portion of the public ww. abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the o%vner 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 tiotice of Intent will be required For this site, we have received a copy of the Storrnwater Managerent Forth 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 ;et 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. D.) We have received a copy of the application far the Driveway Permit required by the Department of Public Works. it has been forwarded to their office. 6.) There is an existing I"' stub or the water main that extends to the prope^r line. Our office has a plan of the 12" stub. Wldti ties. A reducer (which should be labeled on the plan) can connect to the stub. -!iminacin- the ne:.d to lay a connection in Silver Street. A thrust restraint - field iok gasket detail should be included in the plans (attached). The proposed 6" line is approximaick !300' from the propervf line to the proposed buiidinv. This distance could cause excessive friction 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, The proposed building is more than 300'away from an existing Lire hydrant. A Cue 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 staaing area that is west of the TENRNECO easement. This should be subject to the approval of the Tennessee Gas Company. 3.) The proposed _5' radii for the proposed driveway is sufficient for WB-50 truths, but the curb cut for this site extends in front of the lands NIF Western Mass Electric Co. and N/F 0-A. Inc. The curb cut should be within the frorimae of the proposed truck terminal, the land of Anthony Liquori and Roger A. Slate. As a ;n=' um consideration, the radii at the entrance should not interfere with any drives on adjaceni properties. We are submitting a copy of a lette, that :vas completed by the Town's Law Department. regarding a similar situation. 9.) Considering that this site is being used as a true: 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 .kAB standards. 11.) The proposed sanitary sv;ver 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 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 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. 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 ?2' 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 i TOWN OF AGAWAM MEMORANDUM �1 p MA 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 1" = 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. Sincerely, S' T V•�James T. Daiey, ann Town Engineer Cineer I H AENGINEERISITEPLAN1Sp339_1,wpd D. L. BEAN, INC ILNUVIew CITIouRmouuzn Land Consultants Forty School Street WESTFIELD, MASSACHUSETTS 01085 DATE JOB ND. (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 DATE 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. MfirC E. Shute, Sr. f. President '. LTGP 137A TENNESSEE CAS PIPELINE an El Paso Energy company August 18, 1999 Mr. Marc E. Shute D. L. Bean, Inc. Forty School St. T- :_—: .�. Westfield, MA 01085 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 21, 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 facilities (especially should it become necessary to move heavy 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. S, ly r is DeCesare Principal Pipeline Specialist cc: A. Garcia J. Hartman It enclo9ures 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. � r Town of Agawam ►f, J 36 Main Street Agawam, Massachusetts 01001-1837 y D Mpy� Tel. 413-786-0400 Fax 413-786-9927 z tn August 6, 1999 William Moccio c� Responsive Trucking, Inc. 339 Silver Street Agawam, MA 01001 Dear Mr. Moccio: 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, MA" prepared by D.L. Bean, Inc. and dated July 21, 1999 with the following conditions: 1. The comments contained in the Engineering Department's memo dated August 5, 1999 and attached, must be addressed. ?. Cut sheets on the proposed lights and poles musts be submitted. 3. A revised landscaping plan 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 283. Sincerely, • �s�l Charles R. Calabrese, Chairman Agawam Planning Board cc: Clerk D.L. Bean, Inc. O'Leary Co. Engineering Building File TOWN OF AGAWAM MEMORANDUM T S,1 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. 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 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 treebeit 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. ! i 5.) 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 0-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 proposed 6" line can have an invert in the proposed sanitary sewer manhole at elevation 133.77. AIso the southern most proposed sanitary manhole can be moved northerly to shorten the distance. B.) According to !TE 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 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 `TOWN OF AGAWAM MEMORANDUM y� �1 ATE D MP 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. Bean, Inc., dated July 21, 1999, scale 1" = 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 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 OA, 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. f 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 ! TOWN OF AGAWAM a. oil +` 36 MAIN STREET AGA�b'A4i, .LlASSr#CHt'SETTS 01001 • Tel. 413-796-0400 D A{� OM MEMO J TO: Building inspector, Engineering, Police Dept., Fire Dept. FROM: Planning Board DATE: July 23, 1999 SUBJECT: Site Plan - Responsive Trucking, Inc. - 339 Silver Street Please review and comment on the attached Site Plan for Responsive Trucking Iocated on 339 Silver Street prior to the Board's August 5 ' meeting. Thank you. DSD/jq �S YCXPPCKt w y� 1 o f l o v G K^ f r,GA- NAM FIRE DEPARTMENt. APPR VAL a TOWN OF AGAWAM � .16 MAIN STREET ACAS AWL NIASSACHUSETTS 01W1 y Tel. 413-;86-0400 MEMO TO: Building Inspector, Engineering, Police Dept., Fire Dept. FROM: Planning Board DATE: July 23j 999 SUBJECT: Site Plan - Responsive Trucking, Inc. - 339 Silver Street Please review and comment on the attached Site Plan for Responsive Trucking located on 339 Silver Street prior to the Board's August 5's meeting. Thank you. DSD/jq C� ' 8a 4 9 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. building in an industrial "B" zone as a trucking terminal. Es N _ * Current Owner: Anthony Liquori and Roger Slate ry - L; Rev. 2/14/94 F- r 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 DRAG 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, i ESPONSIVE TRUCKING INC. �._ `' ; *, JOSEPH HERRING JR. ti C.' JUL 2 O 1999 SAFETY DIRECTOR P.O. Box 472 -Feeding Hills, MA 01030 •(413) 789-1263/789-2460 • FAX: (413) 789-4134 masswest r f July 19, 1999 Zoning Board Town of Agawam Agawam, Mass 0 100 1 Re: Responsive Trucking - Policy#: CA0080676 - Effective 4/10/99-00 To Whom It May Concern: MassWest Insurance Company has provided Automobile Liability to Responsive Trucking, Inc. of Agawam, 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 event of an accident. Some of the policy coverage details are as follows: The Bodily Injury/Property Damage Limits for the above policy are $1,000,000 Combined Single Limits each person and each accident. The 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, Joseph D. felato, CPCU, AU Senior C mmercial Lines Underwriter A member of the Wnterthui Swiss Insurance Group 1 J,d74H FROM P 2 EALTH 43CCU-Fir= OCCURATIONAL HEALTH AND QOMRLI/,,NCE SERVICES 200 North Nlain Street - C;Dst: Longmeadow, MA 01026 1413) 525-6003 - PAX (413) 525-9009 June 25. 1999 Mr. Joseph Herring Resr:onsivo Trucking Company P.O. Box 4 72 Feeding Hilts NIA. 01030 Oear 345eph' This letter s:onflrms Responsive 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 is designed to meet all current Department of Transportation guidelines for random drug end alcohol testing, if you have any questions, please feel free to call me. Bes e i� BM �. Christopher R. Parent �3Cr!"r3/'1�:j Y�i:'c`J 313-5?7-2a9'3 THE OL.EARY CO P�:a-IF- U1 Past-W Fax Not 7671 6/25/.5 pdga9 '3T 0� 'I TO BILL MOCCIO, SR. From RANDY CONKLIN i HEill�i�iillil;!?I�i'�I:iiilflli!II�IIiI ES:GiNLaFRIr•JC. G'.�aept. Co THE 4'iEARY RLACO. _1 ARY Ct:)P4 TQ,;IJING Provo Phone 01 413-527-1360 C��r.►sT+a�scT,ot:911110:14114c ]MPANY M 413-789-1915 Faxw 413-527-2499 June 25, 1999 Town of Aoawam Zomog Baud of Appeals ,Main Street Agawam, MA 0100.1 Re- Responsive Trucking, Case 91598 Dent Mr, Cbairmar,: As per our CUn-iciSatiOn last night regarding Responsive Trucklog's request for a special permit, the following iaformatiota sbould Help to clarify some of your coticeras: r A11 paved areas will contain gas trap oil/water catch basins to prevent any fuel spills from entering the proposed storm water drainage system. • Buiidiog and yard ligbti.rtg will. be positioned to minimize glare onto abutters property. • -rhe site will contain a gated entrance off the Silver Street driveway whb fencing around the encranc-e along with the driver a116 tractor parking areas for security. • Tlye access driveway' will be tasted l!y landscaped as will be the property lines that face S.ilser Street to screen those areas front the street. • We will work.with Jack Stone to elitninate his stated concerns regarding,the driveway entrance onto Silver Street. As requested, please find enclosed a copy of the building floor plan and elevations for the proposed new facility for your review. Please review this additional information and feel free to contact me for. arty fiirther clarifi.cation that may be required. Sincr.r ely, � TF"M O' ,-A.RY CU,NQtIUNrY, TN IC'. Randy Conklin President SM Eiaclesur�:s T�rE �7'LEAF�-r coti,aurlY, irrC. t A.L.AVQ$IF-5j5: P.O. GD:� =77, $OU'r 44AAP7ON, MA 01073.0377 d COPIPOAATE HLAgGUAATU;6: 376 COLLFGE V-IFGi-fWGY, F1,]UTE iO. aQUY4AMK'TrjN, h41 07,0'70 13UIL�7TcFl TEL9PkONE:413 5 7.1,3ZO• FAA 4'Q$e7-2403 STORM DRAIN DETENTION BASIN DESIGN Responsive Trucking July 1999 1 . : FFF f ` I 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 & II ) . . . . . . . . . . . . . . . . . . . . . . . 35- 41 i 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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70- 73 DEP - STORMWATER MANAGEMENT FORM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74- 80 i STORM DRAINAGE PERMIT APPLICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81 ri SCS SOILS WITHIN DRAINAGE AREA ON-SITE SOIL INVESTIGATION RESULTS 1PDEN COUNTY, MASSACHUSE.TTS, CENTRAL PART -- SHEET AgA Wel MeA s MeA { ; ' ,•. MeA ` C� MeA aC "t ►" c% . . - 6 �'1 •Ng MeB WnB Way i' MeA MaS ip -%- (11 Poe F g MeA x xs s : '.' ' Pa BMeC Q N BuB f. �Pc�A MeA tp46 Wn BMaR L.� ••+ r. s ' Corner Pu G N g SCS SOIL MANUAL 1 S00' BUB .r .Esc 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 — July1/y'►9! DRAINAGE r $ AREA II E ti14 Ata .7 1 49jW i• ' DRAINAGE AREA I E s ;r 4. Al 1 t 1 i Y V '6A " LEGEND Black = Impervious Blue Lawn Green - Cultivated Field Yellow = Over grown Pastui Brown - Gravel Drive Red = Swamp / Woods f "� ` A = Soil Type PROPOSED SOILS, COVER, & DRAINAGE AREAS — July 1999 vr 11A11 � /rrr.e u J" DRAINAGE AREA I P rr / 11 11 i I Ir II , I - i f 1 � fir- a rass l - > �I rasa 11Cr1 .- # ��•_ �,;� II > / �--� igrasls I 7 C, DRAINAGE AREA II P 1rC11 grass f r r ✓ .� � r ass 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-TABS) Subarea : II 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 415 4 0. 029 Travel Time = 0.27* ------------------------------- Subarea ,#2 - II ----____--..___--_-__----_------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hrj ------------------------------------------------------------------------------- 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-TABS) 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 r 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-TABS) 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 0.38 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 aa. 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-TABS) 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 a3. 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-TABS) 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 (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 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 (RE5-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 a� 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 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* hallow Concent'd 800 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 I 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 IIP 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 IIP 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 30. 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 3l • 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-TARP) 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: MA 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 IIP 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 IIP 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 15 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 .. 3�. 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-TABP) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Drainage Area Acres or Sq.Mi. Rainfall-Type ( I, IA, II, III ) III • Iainfall 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 f 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. 1 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 i 1 i 2 i 3 1 4 i 5 i 6 i 7 11 ---------------------- � ------ � ------ i ------ i ------i ------ i � -------- Frequency (yrs) 1 2 i 5 1 10 i 25 1 50 i 100 24-Hr Rainfall (in) ; 2 . 5 3 ; 4 ; 4.6 ; 5 . 3 ; 6 6.5 i Ia/P Ratio 0.41 0. 34 0.26 0 . 22 0. 19 0 . 17 0. 16 Runoff (in) i 0. 33 ; 0 .54 ; 1.09 i 1. 46 1. 94 ; 2. 44 ; 2. 82 I I I I I I I I Unit Peak Discharge 10 . 375 10. 446 10 . 507 10. 523 10 . 537 10.547 10.553 I (cfs/acre/in) Pond and Swamp Factor) 0 . 72 ; 0. 72 ; 0 . 72 1 0. 72 ; 0. 72 ; 0. 72 ; 0 . 72 5 . 0% Ponds Used ---------------•----- � ------� ------ ----- � ------I------ I ------�------ I I I I i Peak Discharge (cfs) ; 3 ; 6 13 18 ; 24 ; 31 ; 37 ------------- * - Value(s) provided from TR-55 system routines �9 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-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 y� 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-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 yr. 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 Storm Number ; 1 i 2 i 3 ; 4 ; 5 ; 6 ; 7 ' -------------------- I ' - - ---- ' ---- ' ---_-r ---- - ' ---- ' ---- i ---- ' I I I I I I I I I Frequency (yrs) i 1 i 2 ; 5 10 25 i 50 100 I I I I I I I I I 24-Hr Rainfall (in) 2.5 ; 3 4 ; 4. 6 5.3 ; 6 ; 6.5 I I I I i r I I r 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 i 0 . 62 ; 0. 90 i 1.27 i 1 . 68 ; 1. 99 Unit Peak Discharge I i0. 339 10. 339 10.541 : 0. 611 i0 . 656 10. 675 10. 686 (cfs/acre/in) Pond and Swamp Factor; 0 . 72 ; 0.72 ; 0 . 72 ; 0. 72 ; 0. 72 1 0. 72 ; 0 . 72 5 . 0% Ponds Used ' -------------------- ' ---- ' -----� -----� ---- i ---- " ' ---- I ---- I I - - I - - I - i - I - -I - I - _ I - I 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 yy 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 W 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 r..) 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 1 1 ; 2 k 3 ; 4 i 5 : 6 1 7 I - --------------------- 1------ 1 ------ -1 ----- 1 ------ -1 ----- -1 ----- 1 ----- I I t ! I I I I I -1 Frequency (yrs) i 1 2 ; 5 ; 10 i 25 . 50 ; 100 I k 1 1 I ! 1 k I 24-Hr Rainfall (in) i 2. 5 i 3 i 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 I I I I I I I 1 i Runoff (in) 0 .42 0. 67 : 1 . 27 1. 67 ; 2. 18 i 2. 71 3 . 11 Unit Peak Discharge 110.427 : 0.484 10.519 : 0.532 10.544 10.554 10.559 (cfs/acre/in) Pond and Swamp Factor: 0. 87 : 0.87 : 0 .87 : 0. 87 : 0. 87 ; 0.87 ; 0.87 : 1 . 0% Ponds Used 1 ---------------------- 1 ------ 1 ------ 1 ------ 1 ------ 1 ----- I ------1 ------ 1 I I I I I I I I I Peak Discharge (cfs) : 4 : 7 15 21 i 27 35 40 : * - Value(s) provided from TR-55 system routines y&: 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 (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 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 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 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 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 Storm Number ; 1 2 3 ; 4 ; 5 ; 6 ; 7 1. + ---------------------- + ------+ ------ + ------+ ------+ ------ + ------ + ------ + Frequency (yrs) i 1 2 i 5 10 i 25 i 50 i 100 24-Hr Rainfall (in) i 2 . 5 i 3 i 4 i 4. 6 i 5 .3 i 6 i 6 . 5 Ia/P Ratio ; 0.45 ; 0. 38 i 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 (cfs/acre/in) Pond and Swamp Factor; 0. 72 1 0. 72 1 0. 72 1 0. 72 1 0. 72 1 0 . 72 1 0. 72 5.0% Ponds Used ---------------------- ; ------; ------ i ------ i ------ i ------ + + + Peak Discharge (cfs) i 1 2 i 4 i 5 7 9 i 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 . B - compute aborted GRAPHICAL PEARS - Iep -� 1 \ -? 1 ,� `1•.~i '`� � �� 1r _ �' if !� � Lr�t � •w - '� i�l � �� .fay �•� ' ► �. -�,�-`_ ,ter. `y u Q�\ Aa � �!� '.��` .� \ �. �y`/ r•4 '4i ! fp y.. -S r ► f � y`ll�r '� � N � .. � i1 c^. I �� ir =.��---� :fir •�7+ !i S #: � 1- ��S ?� AS T73r .��i_.` �qp fir!`- t `j, •� lr :`r I �. 54 j C�nrs I '•-`-i , � ' �. 11 rr n - ►� �� 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 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. ) Goad 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-rep) ------------------------------------------------------------------------------- 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 s� 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 i S i 6 ; 7 ' ---------------------- ' ------ - '�I ---- --' --- -' - ' ----- - -' ---- - -' ---- ' ----- ! I 1 1I I III -! 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 i 0. 31 i 0. 26 i 0. 19 0. 17 i 0. 15 i 0. 13 i 0. 12 ! 1 I I I I I I I I I 1 ! I 1 I 1 I 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 (cfs/acre/in) Pond and Swamp Factor; 1.00 ; 1 . 00 1.00 ; 1.00 ; 1. 00 1 1. 00 1 1 .00 0. 0% Ponds Used ----------------------- ------ ------ i ------i ----- I ------ Peak Discharge (cfs) ; 1 2 ; 4 ; 5 ; 7 9 * - Value(s) provided from TR-55 system routines i 5:5"I DRIVEWAY & PARKING AREAS STORM SYSTEM DESIGN A : 0 0 rx rr lox 0 zt are a 1�4fi � �1 � ��, f I �+ E•] ' Ov. web/ r iif 1L _— 1 1 .w: I IL , (MI !I rwcv . �r oo.7c ,nw+ r c rxc k`.,Yiy� a t SiP sa _ 4 a asr H' Q Ih/ a' r� .0 1r�9.w.Y►d •.I)/.�4.7 siv� � � tM'rJ �;y � 1 hnr �� ti sr/ j 1 / gfht'i�ilk W',,aw �r•lt/.rMIT ,rr �, `.I i n \nl L!•9 /v sv rL^t r 1 W7 ssv�i/ 0 .0 • ,7NY ✓•-D �O f ahl— � ti 4vy/ id r °O00 j dq� o h 'o t lag I �y.�•n`a•O JsN dy47 1� /W s�YY1►I f J ni Yflwy/ MYfY0o7 Ayy / tea[w.y on ppJJ 1+ ,*A or +� K f�l1YA Ohl hGfMi—V I //ws OriV W 1M 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 �9• Drainage and Erosion Control 10-25 9.0 a.a 7.0 6.0 5.0 4.0 3.0 2.0 0;FggS yF s ` 4�s FREQUENCY (YRS.) 1.0 {sr. Q .7 e _C } 1— � t Z !l LU 2 Z .15 —j J Q , U- 1 z .09cc { .08 .07 .0a I I a5 I ► f I .aa .03 .02 .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 "A" 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 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 = 10 ' X 10 ' 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 3" 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 "C" "i" (100 year Storm) 0 . 29 Arces 0 . 90 5.8 Q = Ci A = 1 . 51 CFS Total Roof Runoff � y Sample #15 (K = 0.001143) PERMEABILITY OF BASE: Q = K i A (i = HYDRAULIC GRADIENT) D = 6 ' Q = 0 . 001143 CFS (61 ) (10 ' X 101 ) _ . 69 CFS PERMEABILITY OF SIDE: Q = (K) (D/2) (D X 40) D = 6 ' Q = 0. 001143 (31 ) (6 ' X 401 ) = . 83 CFS TOTAL PERMEABILITY AT VARIOUS DEPTHS: D = 6 ' Q = 0 . 69 CFS + 0. 83 CFS = 1. 51 CFS Sample #16 (K = 0.000286) PERMEABILITY BASE: Q = K i A (i = HYDRAULIC GRADIENT) D = 6 ' Q = 0 . 000286 (61 ) ( 10 ' X 101 ) = . 17 CFS PERMEABILITY OS SIDE: Q = (K) (D/2) (D x 40) D = 6 ' Q = 0 . 000286 (31 ) (6 ' X 401 ) = .21 CFS TOTAL PERMEABILITY AT VARIOUS DEPTHS: D = 6 ' 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 01 104 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 Passing % 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 67.0 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 a By: Chester V. Dawicki Director of Testing Services MEMBER: A.S.T•M. A.C.I. / A.W.S. / 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. 55 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 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 & II) = 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 f NORTH BASIN (I ) +� EL. 134 = 17, 040 S.F. 'I 23, 200 X 2 = 23,200 CF. 1 2 ' EL. 132 = 6, 160 S .F. 6, 160 x 1 = 3, 080 CF. J 2 � EL. 131 = 0 S.F. TOTAL VOLUME = 0. 60 AF. t I r 1 J SOUTH BASIN_ ( II ) ' EL. 137 = 13, 700 S.F. 26,500 x 1 = 13,250 CF. 2 j EL. 136 = 12, 800 S.F. 14, 100 x 1 = 7, 050 CF. 1 2 r r EL. 135 = 1,300 S.F. TOTAL VOLUME = 0.47 AF. TOTAL VOLUME BOTH BASINS = 1.07 AF. J 7 I 7�3• 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 s ) : 9. 2573 (Exist. I - Prop. Zep) Depth of Flow: 1 . 65 - . Velocity (fps ) : 7. 5436 SOUTH BASIN SOUTH BASIN DESIGN PARAMETERS: Existing Condition II - Run-of£ 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 (cf s ) : 2.1368 {Exist. II) Depth of Flow: 0 . 9.E 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 Protection Act M.G.L. c. 131, §40 Tease type or print dearly all Instructions information requested on this The Department of Environmental Protection (DEP)recom- demonstrate how equivalent water quality and water quantity farm. 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 engineedng commission review consistent with the wetland 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 particular stormwater management Stormwater Management Form supersedes earlier versions, standard cannot be met,information should be provided to including those contained in DEP's Stormwater Handbooks.) Project information 1. The proposed project is: . 3. List all plans and documents (e.g.,calculations and New development 2 Yes —. No additional narratives)submitted to supplement this form: Redevelopment �—_- Yes 2 No Combination redevelopmentlnew development _"Proposed Site Plan" for Responsive 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 runoff volumes to be treated for water quality "Storm Drain & Detention Basin are based on the following calculations: (check one): 1 inch of runoff xtotal impervious area of post- • Design" for Responsive Trucking development site for discharge to critical areas(Outstand- ing Resource Waters,recharge areas of public water dated; July 1999 — 83 pages supplies,shellfish growing areas,swimming beaches,cold water fisheries). "Conservation Overlay Plan" for 2 0.5 inches of runoff x total impervious area of post- Responsive Trucking — Sheets 1-4. development site for other resource areas. Stormwater Management Standards DEP's Stormwater Management Policy(March 1 997)includes nine standards that are listed below.Check the appropriate boxes for each standard and provide documentation and additional information when applicable. Standard#1: 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: fast-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% "A" downgradient property boundary for the 2-year and 100-year, ( (lrmprrrioustrew) lwokglcWit group) 24-hour storms. 11% 'f C" X without stormwater controls OfIMXfd^�'svul scrrQ,aurl with stormwater controls designed for the 24-hour, 0 ffAff 2-year and IU-year storms (iC Gruvervroru area) (h)�Jrarapic stir praua) The project's stormwater design will not increase offsite or flooding impacts from the 100-year,24-hour storm. Rev. 10198 Page 1 of 3 - Massachusetts Department of Environmental Protection - J; Bureau of Resource Protection— Wetlands WPA Appendix C - Stormwater Management Form Massachusetts Wetlands Protection act M.G.L. c. 131, §40 Stormwater management Standards (coat.) g Site-specific pre-development recharge rate and Standard#5: Higher potential pollutant loads volume are 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 BMP or non-structural measure proposed to be Identity 13MPs which have been selected to treat stormwater utilized to infiltrate stormwater to meet Standard 03(e.g.,dry runoff. It infiltration measures are proposed,describe the pre- well,infiltration trench): treatment?(Nate:/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 -"T-'--' site approximates the annual recharge from existing site sediment/pollutant control retention basin. conditions. 2 Yes No Standard#5:Protection 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 critical areas.) 80%of the post-development site's average annual Total — Yes g No Suspended Solids(TSS)load. if yes,describe areas: Identity the BMPs proposed for the project and describe how the 80°10 TSS removal will be achieved: See attached Calculation Work Sheet Identify BMPs selected for stormwater discharges in these areas and describe how 8MPs 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 °age 2 of 3 ... aaxsachusetts Department of Environmental Protection 77 Bureau of Resource Protection— Wetlands WPA Appendix C - Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Stormwater Management Standards (cant.) Standard V: Redevelopment projects Standard 99: Operation./maintenance plan Is the proposed activity a redevelopment project? g An operation and maintenance plan for the post-develop- Yes No ment Stormwater 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 stormwater controls. see attached Stormwater management standards have been met: "OPERATION/MAINTENANCE PLAN" — 2 Sheets Pyarr TNO Dare SEE: B-3 Plan/rir1; Dave Signatures: The following Stormwater standards have not been met for the Davt4. Ucaa A a ' 1Jame following reasons: 7,7�, V W rr _ L I I C-l"" President, D. L. Bean, Inc. ride — July 22, 1999 Dare The proposed project will reduce the annual pollutant load on the site with new or improved Stormwater controls. Standard e8: 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. tor9B _ .. rage 3 of 3 Q � � n D RESPONSIVE WAY off Z Location: Silver Street, Agawam A B C D E TSS Removal Starting TSS Amount Remaining BMP Rate Load* Removed (BxC) Load (C-D) •= Parking Lot 10% .� .00* 0. 10 0.90 a � M Sweeping L O O Sediment 25Z 0.90 0.225 0..675 - E 'Traps CL) = Detention 70X 0.675 0.4725 0.2025 Q Basins �+♦ Outlet in 25% 0.2025 0.0506 . 1519 Buffer Zone V 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 a iv • D . L. BEAN , iNC. LAND CONSULTANTS 413-562-7566 Forty School Street Fax # 413-562-2091 SURVEYORS Westfield, Mass. 01085 July 22, 1999 ENGINEERS OPERATION/MAINTENANCE PLAN Parkin 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 basinsshould be inspected after every major storm in the first few months after construction to ensure proper stabilization and function. 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 comparison 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. So, 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 .•:cter 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. Inspections 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 ;if 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 storm 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. S/. 51[]KIM DRAINAGE I'L'MllTAl'1'LICA'1',(,(NS To the Town of Agawam,Department of Public Works: The undersigned being the Intended Purchaser of the property located (eg:Owner.Lessee,Tenant,Intended Purchaser.etc.) at 339 Silver Street does hereby request a permit to_ increase impervious cover on 36.8225 acres of land and install (eg:Connect to,Alter, Increase Runoff to,or increase Impervious Cover of an a Strom water collection system_and detention swale_ faci_1itXr which will discharge into areadrainingto) existing wetlands on the property. a storm drain,water course,crannel or detention facility aC 1. A plan of the property showing accurately all storm drains,water courses,channels or detention facilities now existing is attached hereunto as Exhibit"A". (submit in Duplicate) See site plan dated: 7-21-99 2. Plans and speci fications covering any work proposed.including soil erosion and sedimentation control,to be performed under Ibis permit is attached hereunto as Exhibit"I3". (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 Exhibit"C". (Submit in Duplicate) See Attached. 4. The name and address of the engineer or firns 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,f THIS PERMIT Tl IE LINDERSIGNED AGRE- s: 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 Superintendent. 2. To Accept and abide by all the provisions of Section 175-1 througb 175-59 inclusive of the Ordinnnces of the Town of Agawam and of all other pertinent ordinance or regulations that may be adopted its 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 at 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 lliereof. 5. To notify the Superintendent of 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 of the Ordinance of the Town of Agawam. G. To indemnify the Town from loss or damag�e that may directly or indirectly be occasioned by the installation of the storm drain and related ftieility or connection. APPLICANT: - �� DATE: July 22, 1999 William Moccio ADDRESS• Resptsnsive Trucking. Inc. 449 Silver Sr( � 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. 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 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-E LICATIO'\ S211-DRIXT- Y PER11i_T TOWN OF AGAWAM 36 h4AIN STREET AGAWAM, MA 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 Trucking.„ Inc. L -449 Si-lv_er Street - Agawam hereby makes application for permission to open the roadway on 339 Silver Street - for the purpose of _Constructing a driveway for a rp oposed 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 conf9 m with Agawam DPW Standard for residential Drives. Where buildin; is part of an approved subdivision. applicant certifies that he has revicived subdivision grading plan and will buildin conformance to that plays. ISSUANCE OF A PERMIT DOES NOT NEGATE FOUR OBLIGATION'S TO SEEK SITE PLAN APPROVAL IF P.EQUIR1rD BY SEC. ISO-13 OF THE TO�tT CODE. APPLICANT HEREBY RECOGNIZED THAT IT IS HIS/HER RESPONSIBTLITY TO CALL DIG SAFE PRIOR TO COMNIENCIN'G WORK (1-500-322-4944). Sign Hcrc: Az William Moccio i Mailin3: 449 Silver Stregt Address Agawam, MA olool Telephone \o. 789-1263 Building Elevations Floor Plans ltm °" Va py ZINW-Rfr (VtI f U010 V"'NO1cMV11LnOS Avmfmt" 1031103 gir �I t 93M oqs-I-1.ZS (rill '3NI ANVdAO3 AHV31.0 3}Il Y�pID wovoy/ no SS61 30NIS A N v d w o 'ONI ONINOnNij�IIISS }(OcB38' o_ It • 37U} NOIlOas ran" ONINNVbd At2d3'lRO ) ONKM IfL71�F Q r 9NIN33NION3 IIIIIIIIIIIIIIIIIIl111111111111111111111 3 H-L N 4A R a s Ll 3 ;y 3' �g.6 CS Jr. Y J ■�h Y , y ♦1 1 II ✓f lit7t WON i 4 4 4 j J w J J w —j w w 5 w § MIS to w � � �O � 3 z � I,l,�..- 11 11 YI II „ 1! II O it It tj II 11 O kl II I, 11 - II II 1 1(V F-- 1 f II II !I lum 1 II •� �� _ It — 11 1 It O— — 1 11 ev � ----•�•- F i O F I I E Mill i ! It It II 11 It1) I1 nil Ik II kl �_ I I1 II II O I l0 1•--•- C - II II II 1 I� I r r It I! II tl �^ Q li Ik Ik r'� ii kk ti 11 II Ik _ kt It ii If 11 =7 11 -. 11 II II — kl 11 11 O� -� It kl IrL O tl II It II !I II p k, ri II 11 tl U .11 II 11 {1 tl II II 11 II 11 „ 11 II II EI 11 IF {1 1 I r IS (1- _ ___- 0• 7T-�• 7Y-r' pv-0_ I 7'd-d r 7M•d I 75'.d 10'.r' r-d 1 I I 1 I I 1 I III 1 1 1 1 0 � w pO 0 Ll o LI¢ W o q R G) C1� O A -1 s F y. � � O R � Cl� lair < ; Ln r ' O O r D Z FUER PLO! WAL[As mrm TW E IIIIIIIIIIIIllillllBli1ii111lBIIIIIIII ENGINEERING II n 0 LEARY COASTING " ItD £3 +,CV BULDM FOR CONSTRUCTION uTt� 8 RESPONSIVE TRUCKING INC. 1111111111111111111C OM P AN Y SINCE 1955 pYR Ol-V-17 Y AGAWAM,MA THE O'LEARY COMPANY INC. (4131 527-1360 Gum 376 COLLEGE WGHWAY SOUTHAMP1ONMA 01073 1413] 538-8532 a�a 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, 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 Liquors and Roger Slate Rev. 2/14/94 Application for Driveway Permit APrt,rsarloN Fti R TXT- '%%'AY,PERN11 TOUT OF AGAWAM 36 MAIN STREET AGAWAM. MA 01001 FEE: $5.00 DATE:-July 22, 1999 TO: John P. Stan Supt. of Public Works 36 Main Street Agawam, MA 01001 Dear Sir: The undersigned William Moccio of Responsive Trucking, Inc. 1i49_ Silver , hereby maS:es application for permission to open the roadway on 339 Silver Street for the purpose of Constructing a driveway for a proposed trucking_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 confgrrn with Agawam DPW Standard for Residential Drives. Where building is part of an approved subdivision, applicant certifies that he has reviewed subdivision grading plan and will build inconformance to that plan. ISSUAATCE OF A PERMIT DOES NOT NEGATE YOUR OBLIGATION'S TO SEEK SITE PLAN APPROVAL IF REQUIRED BY SEC. 1 SO-13 OF THE TOWN CODE. APPLICANT HI~REBY RECOGNIZED THAT IT IS HIS/HER RESPONSIBTLITY TO CALL DIG SAFE PRIOR TO COMMENCNG WORK (1-800-322-4844). Si,-,n HCrc: William Moccio Mailing: 449 S ,'fiver_street AddrCSS Agawam, MA oio01 Telcphonc No. 789-1263 Building Elevations Floor Plans ,r-u• . a a• r I� Il 11 11 tl tt sI rF If FI Ir 11 11 11 i, +f 11 II n If 11 II II 11 11 II � II II it II 11 li 11 {I II Ii 0 w.Oit I I II II If 1, 11 „ � 11 I 11 ,I 11It J! If ria lk 11 it II � It I ,I of - 1 it 2 I, I I It II I, +1 I t ----ri l 1! II ip {I -"•-� II II 11 �� II II rl 0 I1 IL [ == It If if I1 it 11 II i 11 i' ._..__..._...._._ - It I U 1 1 11 I 11 � II it If 0 11 ;; - !1 41 11 -•-} ;; O 11 —O 11 i.F- N I! !I 11 II �; ry If II U I! LJ-_ GE 11 11 11 II — I 11 Il I I f ]g5. b II'� tl •1 V+ O Z ILJ s )u 5 (P � rn Rm � Rrn I r r rn r 1 rn < < < ' p O 4 Q o 0 MOO }R i W `! ,DIMA )r A ♦� !�'rj 1 LF 1' � rr Y . �• Y N ' ft"Atem 11Cati AS PMID ENGINEERINGTf HE IIIIIIIIIIIlIIIIIIIINIIIIIIIIIillllflkl PLANNING + M t , NE1N BD M FORO'LEARY CONSTRUCTION RESPONSIVE TRUCKING INC. IIIIIIIIIIgI111pIC O M P A N Y SINCE 1955 am a-p AGA ""y MA THE O'LEARY 376 COLLEGE COMPANY II INC, a CI,WAY 5OUTHAMPTON.MA 01073 (41 i1 5SH-K% 2 RR 15 94.. ` b MR N11It1Ml I �� SS a 09£1-LaS [£4Y] £coto rtr'NOldrtr►tlnos ,3NI A Yd 03 Aar3}0 3N! 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MORE UNDERGROUND A g UTILITIES EXIST THAN ARE -SHOWN, DIG SITE PLAN APPROVAL - r s- "' rl.Kf�E'�L'•tiu..C.PRIP { � CA SHALL UCe � � � `1 � SAFE AS WELL AS EACH UTILITY COMPANY O SHALL BE NOTIFIED TO MARK THEIR AGAWAM PLA[11NING SOAR cocivECTa"�.�r�,e�fgiv � � ti ?7A4;e(��+-��Z 10 q moo. 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SHEET NO. D . EAN INC. SURVEYORS & \ 40 SCHOOL STREET ENGINEERS WESTFIELD, MASSACHUSETTS _-- - -- _.- -t - - - - — -4 y _ . - - - - _ _ - - s = -- - - - - - - - - - - f _ - --- - - -- - - -- - - _. - _._ - - ._ .._ _ - - -- E - - - - - -- -. _.. - --_ _- .. - - - ____ __ --_ _. _ _ LL II a75] R ,E - - - - - --- -- - _.. _ _ i t - -- _ Y - - - - - - - -- - - - -- - -_ - - - - - - - ° - - - - - - - - - - - - - - t - - -- .... _ .. .._ ..._._ - .. _ .- ._ - - .. __ _ STANDARD MANHOLE PAVEMENTI2000RSES)-7-MS __ FRAME B COVER CONCRETE COLLAR _ ADJUSTMENT BRICK STANOARO MANHOLE FRAME AMJ tA� POUR IN PLACE I ( 2COURSES MIN• SEE 1aZ?.t AND nn.aT 12-- MAXI TO INCLUDE "Sf•ww30' MN. ADAM TI GRADE ■Tw NO LESSDIAMETER THAN S' Arm NO MORE THAN 12' DARD BENDS PVC PLUG PVC PAIN SENER o OF FRAME TOCTC BRISET I MASDLLTEES L,EES TEES L. TEES L.. TIES L. BENDS L BEIDS L BETNDS L BEN= L PVC BURRING SERER tiBED aFTMt)RTANM A FUAtSTEP FLAT %AB TOP FOR 6'X6'x*' LT r lrX1rX*' e r 12'X1rX6' 7' 0' LrX1N"X1P' Xr r 6' 11 1/4 2' r 6. 22 1/2 4' r 6' 4T Ir r 6' 90' IB' r _ .�--•---- - - SHulex MANHOLES rxrR*' 10• r lo'Rllr,(r 16' r t2'M12'xY' 13' r r Il 1/4 r r r zP Vz 3' r Y aS' t0' r r 1H0' 24' r SrJ1{_ ALL JOINTS WITH APPROVED STEEL REINFORCEMENT 1r'R@,.8" 2Nr t(• 1p'A1C.f0' 21• o' t2•,c12':u?' 22' 0' Ir U L/4 7 r NY 22 1/2 6' r W 4T Ir r Ir W 21W r i E •tV y-w MUM a�ww rr e. r re r 2' 11 L/4 3 r 12' 22 1/2 7' r Le 4T la' r 12' 90' 74' r u i PR617VM®BiT. JOINT l►1D1 Laa SWEEP 43 BEND `•��r'�+� COMPACTED GRANULAR n N 1NOmN1Y ail SQ. M. OF STEEL PER VMTC& FOOT. PLACED ACICOROINC TEE - HYDRANT BRANCH BACNF1tE AS APPROVED - r " t 40•MrrE ~ TO AsTM SPECIFICATION C 4n MORTAR ALL JOINTS \ 8v THE ENGINEER o 4•-O�• TEES L. TEES L. TErS L. ICES 4 /� /� �� z I 4Nr3,' PA, $a JOINT OVNLS BELOW (SEE NOTE) 6'.61R6' 20' r Irx10'x6' >r r 12'xi2'x6` 1NY r rx!'R5, IS, cr / \ "o 0 0 ,,, I I i O PROVIOE"V"OPENING S"MIN- .,. NAi ai A�^w wr w w r r L N H r MMTED AOBOH rM MAIM INITIAL BACKFILL �� w f i L_ L F�PA�F�IIY LINE P ; s I rA r CLAY BFiOt LAID Q�1 EDGE 9 NON-VOVEN GEDTE%TILE 4 4 44 a4 6, ;T, I 1I 1 HEADsnw S AIDST1 FLAT >n!!E tSEF Ng7E 2) ,, ^ -• B• HEADERS LAID FLAT �! n N I ' ALTERNATE a 7` ♦ r. • f LBRICK _ ��'•t N�W 1 TEE �M1'E 7 Q *fi CA CRUSHED STOW PLAN DIST GRADE TTiii AMC MORTAR N i a .'• i SPRING LINE OF PIPE ---- ------ --- =z R€nt1C�Rs ➢/� `W ,, Is 6"MMII_ /D'E RET)UCTID4 SIZE L LEGM *MUNCHING 31 - LOCATION STAKE 4 MN. CbVEA I 3' rR. nBG ff KCH-94-NAI 0 3 4. o t< LESS THAN MIN. MUST HE I"C" PPE D11L or PLAN r r VfM TWAT RESTRAINT = APPROVED BY 41 EQUAL la rD r u r ® 6 a 1 .4' 4s 9 J NOTE: 6QNHr5L)ESN�DE DIAER METER EP SHALL 8E �� vAN_vE BEDDING pTY ENt1NEER � LONc SWEEP 45'BEND (SEE NOTE 3) v v u NOTES, r —6�rrwr u� CRUSFIE➢ TTDIE AS ORDERED 8Y (ylNy 45 PVC MAIN SELLER 1 I YW MIN V I,1E ENGINEER ` THE AB➢VE CO�@IFClt O BASED W CNI EER B NIG NDHDiLl, AS3UNPTIbNS. FPUNEIATION I 1,1; 1 1 pr WL IF C>�fBIT!>"IIS D>F'rE1l CtBMTAtT TpVH BMW PRIYEDpfa ---ffi A� FM7TH OF PIK IS Cr1EATER LTIM�N7}ORI�EGIJAL TO 3 rErT.�j T}�A�/��y/�R FCBt �BRATKNS TIN ii A MED T�E�AT fiiAN L T[3 1! CIE 7 5 FEET. L ^� N F-S. I• 1 , Iml C. L.Arv� T'TTUPC AND WIL SDGLAP TD T1iE F't11.ih+py mrrE J,X PVC PWG qrc _ 1. THE INSTALLATION OF PVC SEVEN PIPE SHALL CONFORM 1D p1NC BUIDNG SEINER I •nam �A S >FO� TILE REOLIIRENLMIS (IF ASTM St ANDARD D-Ine, �A TIN ALLNf�N �E/.�7ON r MM.T- CAST IN wALL STANDARD PRECAST PLAN e. THE SHALL BE NATLRIAL SHALL >C WOVEN CROSIER ST9ME SECTION AND SNAIL BE VMAPP{O IN A NON VDVEN GCl1IEXTILE 1 �� APPROVED YY THE ENLINEER NOTES STANDARD SANITARY SOIL SMALL BE Sk 23 so Cr- SXTS UDOAMPAR TCLESrT1 LOW PLJIS,7C[TY WITH SKID DA GRAVEL. 7 DDIWWAMD�rALWLHIIN4 , 1rLG ,D EWWAET ,HE '.BUILDING C��S SHALL BE OIA E](CEPT SEWER MANHOLE CONCRETE MANHOLE .qNT OETABS NLT.i 1.LDCATION AND DEPTHS OF BUILDING 9E'wM 1c1-►1 _THRUST RAINTS - FIELD L17K GASKETS Tf2ENCFI SECTTQf1 TO at DVTDWMED IN THE FIELD BY THE ENONEER N.TS N T s BUILDING SEWER CONNECTION PERMANENT PAVEMENT HYDRANT CONCRETE COLLAR SEE SPEC REPLACEMENT DE FAIL PLACE AROUND VALVE Box vRIpI r0 rTN,SrN - PAVING, SEE CONC COLLAR DETAILS i N.T.S. 4 --ASPHALT CURS ASPH T PAVEMENT SEE DETAIL 1 1/2' BITUMINOUS CONCRETE TOP COURSE VALVE BOX MINOUS CONCRETE BOOM OOM COURSE PLACE 1/2' O.Y.Y, 3 1/2- OM 6' VALVE UNi WASHED ORPERM ANENT TYTON JOINT l BROKEN STONE to AROUND HYDRANT I DRAIN TEMPORARY '+ SAWCUT EXISTING BACK HAMMER OR SAWCLIT r SAWCUT PAVESAENT EDGE FOR TRAP. PAVEMENT EX]STIPAVEIENT NG +�EJ DICK FIELDLOK '• GASKETS GASKET r HYDRANT WE 6' D.I. NIPPLE r----_ L-------- -----1 ., ". sLCLa Lr +:r� I � Om) 12' PROCESSED GRAVEL PE R PE ` BASE COURSE- COMPACTED CONCRETE SIDEWALK DETAIL IN 6' LIFTS Np y SH"I e I ti I^FT END OF TF1� WHERE I+GRKMO SPACE 1S LAAITED. 12' MIN. — ELO lDK GASNLE AND APPROVED BY D.P.,r.. M.J. 5110E it +• qs t L OR L1M1 21' 0RED ON PIPE 11NT,L WITH RETAINER tA.A1NDs T7] OE USED HERE SECIM A-A J T,' D' a PIPE ARE t T I r c� DISPLACED R�EDl1�C�� (PR10R TO s'. q 1 ----'-- G• PAVEMENT rRIAL A y F.G. F•G• COMPACTED ,N 12' LIFTS HYDRANT DETAIL ELM N.T.S. 411 1P.C.Co : NOES, nc 1.arar •SI: � 4 rN� ;r �(y TEMPORARY PAVEMENT OVER TRENCHES IN STREET TO REMAIN - --------------____-- i,. L[,J 8" Gravel v FOR A 114NMll1Af OF 60 DAYS. TEMPORARY PAVEMENT Y BINDER F COURSE INONE LIFT - COLD PATCH KNOMM AS ..OPR.. MAt9f: USED SECTION B-e tF NO7`S: C Compacted 5ubgrade wHEN TYPE 1-1 IS UNAVAILABLE. ---------------------- 1. ACC SCORE LINES O 5.0' SPACING. T I REMOVE TEMPORARY PAVEMENT AMC REPLACE MATH PERMANENT r 2. GRAMM CURB MAY BE SUBST] LITED MATH POURED CEMENT � 611 5 --�611 � PAVEMENT OUTLET nP+t CCyCREFE w1-HERE DESIGNS ARE SUBMITTED TO AND APpRCVEC 7. PAVEMENT THICKNESS TO 8E 5' MINIMUM, OR GREATEIR TO MATCH BY DPW. EXISTING CONDITIONS. .•r� 4. WHERE PAVEJMEHT 15 CUT 2'-D' OR LESS FROM EDQE OF ROAD. BIT CLMRB ,NI FT REPAYING TO EXTEND TO EDGE OF ROAD WHEEL CHAR RAMP S EDGE OF ETgS111+IG PAVEMENT SM4Ali BE TREATED WITH A TACK N,T.S. COAT PRIOR TO PLACEMENT OF THE PERMANENT PATCH. , W-i RECAST CATCH BASIN 6, EXCEPT AS OTHERMASE 04RECTO BY THE D.P.W. SUPT., THE EDGE LF,ACttING CELL/BASIN pETAIL 'TYPE C' OF PAVEMENT ADJACENT TO PATCH SHALL BE HEATED WITH INFRARED EQUIPMENT TO SEAL THE JOINTS. 7.) "The trench within the toad will require Mass. STD. M.11. Lover or fll7rrable fill up to the existing pavement. C.B. grate, anE1 frame Itn:;(IN 1LI.U(:R FII.TI;R L:1,11�{'N 'rll Ill•: "NON-il[2VI':N AND MORTAR Z 1'-U" 2' P[)I.Yt'x111'YI.t;Nli BIIPoNT TYPAR, F11.'I'I.IR C1.H)'l1i UTA. - HIRAF1 140", I)A EiAOUAI, {'ryl'•) OOF LEADER B` Vc I,; S,IuLrc ( ,7 V. NOTE: W)rN• ?tell, (Ty I'•L�. � I 1'. Sr1llare GI,Iv. "Prior to any )rLSWIntion Of any sewer, water or drtiutage luieq, the contractorluwnCx wire F1rNN1N (TyIT.) contact s 1� l,tu.cA!;T CONCRETE � shall tt the Town of Agawam' Engineering Division, 786-0400 x 27518. No I.HACIHNG CHAMBER --- �;}- � piping/appurtenances will be installed or backfilled without the permimsort of the 11NN_311 1 1.11n I11 Nl: ' 1}11�-111 Txluble Wasllell J t�ivlslon." 11-10 _ Ix 1)leJJWashed 12" AD$� N-17 _ GTNNDCTUH 7, Drell �— 3" Hill. N;I 111T 1 Sump TYPICAL pARXING AND DRIVEN i PAVEKEN r 11 NO SCALE 0 V �i jj/ = : : �7-- (:n11PACTl:I) 5U11(;IfAI)I: 2 Courses Bituminous Concrete TC��p�/1�GS WEARING SURFACE 1" Type I-1 Surface // 1 U 5(1UAxli �►�.'� 1 .5" Type I"1 Binder �GfJGUi9 M /VJi9ss/9C,yUSETT_S BINDER "TICALAMA ElY�Y _ 1H OF ��`C3A p 9c' BITUMINOUS CAPE COD BERM s * 4" Processed Grave] ��?�' ' 33� .5/N!l�E,� ST,�EE"T Ia 6' coQ4T cDTNCRETE �O� LEROY yG * 8" Bank Russ Gravel - 3" MAX. STUNS; A R►CMAND � A7EnA��/1� I®�i■A a�••e`�Y Nr�a w!to w+v i2� Vt.IRI\ CA M~yGiTJ y DATE SCALE /W .�C'.00E- M 6 d y".a N,.L M:�n V V 1M(2rYa V 1I[ � I .�...0 .vA,..�,.�,��,.�=.a..�.. compacted SubgreLde M civli ��a �� tc�r. t�vLf� 2/� /999 NO1t5: SLk "�.� r CHECKED. 5' * Where the existing underlying soils are unsuitable, inAl/G, L CUT NEAT LINE f' FROM CuFa L.DC AM FAMW ■ImEIt TEASE TOP COURSE +� Ne srW_ NO I�,� V-14 =VENT t�E N the opinion of the engineer. L ✓'S��Tis, gIN� PLAN NO. SHEET NO P. AC.FPTAR: CEMENT C MCIC I E :S WY VLASS LIMM SCCr:M 114 � 4/ W THE ;"l, S-ANCIARD SpEC7-r_ATMWI ALL TEST errs THE APPROVED GRAVEL BASES SHALL BE APPLIED IN 8 INCH OR ARE VA-yM IIr.jWCLM C7CRIETt IS W7 AN ACLTCPTAEE SAS'T:nM 814MR COURSE 4 INCH LIFTS AND COMPACTED TO 95% OPTIHUH DENSITY [)SING A 10 TON ROLLER. D . L . BEAN, INC. SURVEYORS & 40 SCHOOL STREET ENGINEERS WESTFIELD, MASSACHUSETTS