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8021_SITE PLAN- UNITE PROCESS INC.- ALMGREN DR. Sire Plo .n Unified Process, Inc . 0 0 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 i MAy�1 Tel. 413-786-0400 Fax 413-786-9927 September 8, 1999 Richard Mulcahy President United Process, Inc. P.O. Box 545 279 Silver Street Agawam, MA O1001 Dear Mr. Mulcahy,- The Agawam Planning Board appreciates your attending the Board's September 2, 1999 meeting to discuss your proposed revisions to your landscaping plan for 50 Almgren Drive. As was discussed at the meeting, the Board has no objection to the replacement of three mature pines with 2.5" to 3" caliper deciduous trees. If you decide to use evergreens, please inform the Board prior to planting. Sincerely, Ronald LaRiviere, Acting Chairman Agawam Planning Board cc: Building Engineering File AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: March 17, 1999 DATE RECEIVED: March 16, 1999 DISTRIBUTION DATE: March 16, 1999 PLANNING BOARD MEETING DATE: March 17, 1999 APPLICANT INFORMATION 1. Name of Business: United Process, Inc. Address: P.O. Box 545, 279 Silver Street, Agawam, MA 01001 2. Owner: United Process, Inc. Address: Same as above Telephone: (413) 789-1770 3. Engineer: Heritage Surveys, Inc. Address: College Highway & Clark Street, Southampton, MA 01073 Telephone: (413) 527-3600 PLAN REVIEW Scale: 1"=30' Date: February 19, 1999, Rev. February 25, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): New street address should be provided in the title block. Description of Project: Construction of a 78,175 sq.ft. manufacturing facility. Approximately 20,000 sq.ft. will be used for office space. The company produces noise control devices and presently employees 48 employees. The company is currently located on Silver Street. .r Site Plan Review Page 2 Description of Site: Site is 6.622 acres in size and is vacant. There is a drainage swale located on the western property line. The site is virtually flat. Provision for Traffic Flow: Two curbcuts are proposed. The western curbcut is for shipping and deliveries. It is 24' in width. The east curbcut will be used by employees and visitors and is also 24' in width. Parking: A total of 53 parking spaces are proposed, with 24 future spaces shown. The parking guidelines recommend 1 space for each 1.5 employees on a major shift. There are 48 employees in total. Drainage: See engineering comments. Public Utilities: O.K. Landscaping/Screening and Buffers: O.K. Sign Location: Not shown. Exterior Lighting: Type and specifications to be provided. Rendering or Elevations: O.K. Dumpster Location: Plan shows a compactor. Other Comments or Concerns: Conservation Commission has required a NOI on this site. 1 413 789 2248 U8f l,!I/99 13,49 FAX 1 4130 2248 f1,\ITI-D PROCESS � Q1ouI facsimile TRANSMITTAL fo: AGAWAM PLANNING COMMITTEE aft-n: DEBORAH DAC140S .1*0: UNITED PROCESS, TREE REMOVAL date: 08-19-99 pages: I DEAR DEBORAH, THE PURPOSE OF THIS LETTER IS ASK FOR PERMISSION FROM THE PLAN- NING COMMITTEE TO REMOVE THREE PINES THAT RUN ALONG 50 A.LM- GREN DR. WE HAVE PUT.A GREAT DEAL OF DESIGN INTO THE PROPERTY AND FEEL THAT TO CONTINUE ON WITH OUR LANDSCAPING DESIGN WE WOULD APPRECIATE OUR CONCERN BE LOOKED AT, IT IS OUR IN,rENSIONS TO REPLACE THESE TREES WITH SIMILAR TREES THAT ARE THROUGH-OUT THE PARK.. IF YOU HAVE ANY QUESTIONS PLEASE CALL ME MY OFFICE. `I'HAN K YOU . SINCERELY, f rom the desk o ... ! RICHARD MULCAHY E UNITED PROCESS Tel'. (413) 789-1770 Fax: (413) 789-2248 l r ' • TM • Acoustical Products United Process Inc. Manufacturers of Noise Control Products P.O. BOX 545 •279 SILVER STREET• AGAWAM, MA 01001 TELEPHONE 413-789-1770 • FAX: 413-789.2246 VISIT OUR WEB SITE @ http://www.soundseal.com E-MAIL: sales@soundseal.com April 8, 1999 Mr. Charles Callabrece 36 Main Street/Bldg. Dept. Agawam, MA 0 100 1 Dear Charles, The purpose of my letter is to get into your next scheduled agenda meeting, which I believe is set for April 15th. My company, United Process, Inc., is presently building a new facility in the Agawam Industrial Park. My intention is to discuss the removal of 5-6 pine trees that pose a threat to the building if they were to fall down. If you or someone at your office could contact me to confirm the time and place of your next meeting I would appreciate it. ` Thank you. Cb, Sincerely, -lie Richard Mulcahy President RM, gf •1 �V :w AGAWSA POLICE DEPAROAENT 681 Springfield Street, Feeding Hills, MA 01030 Telephone- (413) 786.4767 or 786-0400 -ExL 260 FAX(413) 786-4821 .r• I f Robert D. Campbell Chief of Police �TED tnQ March 18, 1 999 City of agwam Planning Board re: United Process Inc Sir; After reviewing the attached plans I can see no issues which would amount to a safety hazard arising out of this project. Respectfully sub fitted, Lt G E. Nardi MAR 1 9 1999 i 0 TOWN OF AGAWAM 36 .MAIN STREET AGAW NI, NIASSACHUSETTS 01001 Tel. 413-7,96-0-100 March 23, 1999 c4 _. � r � Richard Mulcahy and Barry Lyons United Process, Inc. - P.O. Box 545 '= 279 Silver Street Agawam, MA 01001 Dear Gentlemen: Cn At its duly called meeting held on March 18, 1999, the Agawam Planning Board voted to approve the Site Plan entitled"United Process, Inc., 50 Almgren Drive, Agawam, MA" prepared by Heritage Surveys, Inc. and dated February 19, 1999 and revised March 18, 1999 with the following conditions: 1. The continents contained within the memo prepared by the Agawam Engineering Department and dated March 18, 1999 (attached) must be addressed. 2. The Agawam Fire Department has requested that a hydrant be located within I of the Fire Department connection. 3. A Notice of Intent must be submitted to the Agawam Conservation Commission for this project. Three (3) sets of the revised plans must be submitted to the Planning Board for its signatures. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Charles R. Calabrese, Chairman Agawam Planning Board cc: Clerk Building Engineering Fire Westmass r L re TowN OF AGAWAM MEMORANDUM D MP To: Planning Board CC: John P. Stone, DPW Supt. From: Engineering Division Date: March 18, 1999 Subject: Site Plan review United Process - SP325 Following receipt of subject site plan on March 15, 1999 and subsequently learning that subject project is on a fast track, with construction planned for next April, we wish to accommodate the applicants by taking the following actions. We approve this plan subject to the following and a separate review of drainage required for granting a Town Storm Drain Permit. Sheet 1-2) Add to General Construction dotes;" Contact Town Engineering Division before ordering materials or construction of water and sewer connections , so that they can verify correct materials and inspect installation." Change radius of eastern drive at entrance to 25' Furnish material specifications for building fill. Acid note that unsuitable materials (stumps, etc.) will be removed from site. Sheet L3) At the eastern drive, the grade at 2 + 83, rt. Appears Iow enough to cause puddling. It should be recognized by all concerned, that the absence of any catch basins will mean that transported sediments will settle out in the swales and forebay, requiring removal of sediment from those areas at certain intervals. This removal may be more labor intensive than catch basin cleaning. � f James T. Daley, R E., Town Engineer h:\engineer\sp\325.wpd 4 TOWN OF AGAWAM MEMORANDUM ��RATE�May` To: Planning Board CC: John P. Stone, DPW Supt. From: Engineering Division Date: March 18, 1999 Subject: Site Plan review United Process - SP325 Following receipt of subject site plan on March 15, 1999 and subsequently learning that subject project is on a fast track, with construction planned for next April, we wish to accommodate the applicants by taking the following actions. We approve this plan subject to the following and a separate review of drainage required for granting a Town Storm Drain Permit. Sheet L2) Add to General Construction Notes;" Contact Town Engineering Division before ordering materials or construction of water and sewer connections , so that they can verify correct materials and inspect installation." Change radius of eastern drive at entrance to 25' Furnish material specifications for building fill. Add note that unsuitable materials (stumps, etc.) will be removed from site. Sheet L3) At the eastern drive, the grade at 2 + 83, rt. Appears low enough to cause puddling. It should be recognized by all concerned, that the absence of any catch basins will mean that transported sediments will settle out in the swales and forebay, requiring removal of sediment from those areas at certain intervals. This removal may be more labor intensive than catch basin cleaning. James T. Daley, P. E., Town Engineer R h:\enginecr\sp\325.wpd • 0 TOWN OF AGAWAM MEMORANDUM z� To: Planning Board CC: FYorn: Engineering Division Date: March 16, 1999 Subject: Site Plan review United Process - SP325 Following receipt of subject site plan on March 15, 1999 and subsequently learning that subject project is on a fast track, with construction planned for next April, we wish to accommodate the applicants by taking the following actions. We can approve this plan as part of this memo, said approval being subject to further review. Since this project will be delayed by statutory waiting periods in the Wetlands Act, our final review will be done before final wetlands approval. 1 FROM THE DESK OF... James T. Daley, P. E., Town Engineer !-..� ENGINEERING DIVISION ENGINEERING DIVISION + h:iengineerlsp1325.wpd Fax: 1 •, `� Y �k�i ;k 11� TOWN OFAGAWAM 36 MAIN STREET AGA ANI, NI-ASSACHUSETTS 01001 Tel. 413-;86-0400 MEMO TO: Building Inspector, Engineering Dept., Police Dept., re Dept. FROM: Planning Board DATE: March 16, 1999 SUBJECT: Site Plan - Almgren Drive - United Process, Inc. iPlease review and comment on the attached Site Plan for United Process, Inc. prior to the . Board's March 1$'h meetingr,' .- -- AM Thank you. pre Prevention Bureau t 800 Main Street L 'Agawam,-MA 01001 DSD:prk gd(Z4 C-If Lo wed Cot0 6 aF dy s � MEMO TO: Engineering Department FROM: Planning Board DATE: March 15, 1999 SUBJECT: Site Plan - United Process, Inc. - Almgren Drive Attached is one copy of the Site Plan and Drainage Calculations for the United Process project on Almgren Drive. This information is for your review prior to this afternoon's meeting. DSD:prk RRITAGE SURVEYS lit. Professional Surveyors and Engineers College Highway & Clark Street Post Office Box 1 - Southampton, Massachusetts 01073-0001 Bruce A. Coombs, President Telephone (413) 527-3600 Professional Surveyor, MA, CT& VT Facsimile (4I3)527-8280 E-mail: brace@heritagesurveys.com Website: heritagesurveys.com LETTER OF TRANSMITTAL TO: Agawam Planning Board DATE: March 16, 1999 Office of Planning & Community Development 36 Main Street Agawam, MA 010001 JOB #: 2408-990129 SUBJECT: United Process, Inc. 50 Herbert P. Almgren Drive, Agawam, MA WE ARE SENDING YOU: COPIES DATE PLAN # DESCRIPTION 10 02-25-99 Sets of Prints of Sheets L1 through L8 of Revised Site Plans dated 02/ 19/99, revised 02 25 99 1 02-19-99 Original letter dated 02-19-99 from Barry Lyons, General Manager of Sound Seal Acoustical Products 2 Copies of Form D 2 02-24-99 Sets'of Post-,Development Drainage Calculations 2, 10 & 100 Year Storms Please contact this office if you should have any questions or comments relative to the above. Sincerely, ;a ` MAR 1 6 1999 ` NPLA N .. Mark P. Reed �;,, TOWN OF AGAWAM N 36 �Ir11t STREET -ALAWA11. MASSACHUSETTS 01001 Tel. 413-736-0400 �ATEA Mph MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: March 16, 1999 SUBJECT: Site Plan - Almgren Drive - United Process, Inc. Please review and comment on the attached Site Plan for United Process, Inc. prior to the . Board's March 180' meeting. Thank you. DSD:prk TIT, . - . `SAP. � 6 1999 PLANN� AGAWAM PLANNING BOARD Form D Application for Site Plan Approved Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of PLuming and Community Developmcnt 36 Main Street Agawam, MA 01001 1. Name of Business United Process, Inc. Address P.O. Box 545, 279 Silver Street, Agawam, MAJ 01001 2. Name of ApplicantOwner United Process, Inc. Addr= P.O. Box 545, 279 Silver Street, Agawam. MA01001 Telephone 413-789-1770 3. Name ofEgq0neei./ArCJdW Heritage Surveys, Inc. Ads College Highway & Clark St, Southampton, MA 01073 Telephone 413-527-3600 4. Please give a brief description of the proposed project: Construction of a 78, 175 s.f. Industrial Facility on Parcel F-2-B2, 50 Herbert P. Almgren Drive, Agawam, MA, as shown on Site Plans L-1 through L=8, dated 02/19/99 and revised, 02/25/99. MAR 1 -19�9 Rev. 2114/1% •, � s AGAWAM PLANNING BOARD Forth D COP Application for Site Plan Approval Please complete the following form and rattan it and 10 copies of the Site Plan to: Agawam PlanWng Board Office of PL= mg and Comm mdy Development 36 Main Sbvd Agawam, MA 01001 1. Name ofButskew united Process, Inc. Addk= P.O. Box 545, 279 Silver Street, Agawam, MA, 01001 T 2. Name of Appfica: U Owner United Process, Inc. Add= P.O. Box 545, 279 Silver Street, Agawam,_ Q)OQ1_ Teiq*= 413-789-1770 3. N&M of FjjSjneWArChjWd Heritage Surveys, Inc. A dr= College Highway & Clark St, Southampton, MA 01073 TeL.phme 413-527-3600 4. Please give a brief motion of the MWOSed project: Construction of a 78,175 s.f. Industrial Facility on Parcel F-2-B2, 50 Herbert P. Almgren Drive, Agawam, MA, as shown on Site flans L-1 through L-8, dated 02/19/99 and revised, 02/25/99. Rev: 2/14/94 TMtA&M 10 IZ-4 �fAr 14 . Acoustical Products United Process., Inc. Manufacturers of Noise Control Products P.O. BOX 545 • 279 SILVER STREET • AGAWAM, MA 01001 TELEPHONE 413-789-1770 • FAX: 413-789-2248 VISIT OUR WEB SITE 0 http://www.soundseal.com E-MAIL: sales@soundseal.com February 19, 1999 To Whom It May Concern, United Process Inc. has been a manufacturer and converter of flexible noise control materials since 1978. We have had small but consistent growth since day one. Our manufacturing consists of a light cutting and sewing operation. We run one shift with occasional overtime. There are twenty-eight production employees and twenty office staff. Projected growth over the next five years is about 20%. If you need any other information please contact me at your earliest convenience. Regards, ce� Barry Lyons General Manager Sound Seal Acoustical Products Did. of United Process, Inc. rM Acoustical Products United Process, Inc. Manufacturers of Noise Control Products P.O. BOX 545 • 279 SILVER STREET • AGAWAM, MA 01001 TELEPHONE 413-789-1770 + FAX: 413-789-2248 VISIT OUR WEB SITE ® http://www.soundseal.com E-MAIL: sales®soundseal.com February 19, 1999 004po To Whom It May Concern, United Process Inc. has been a manufacturer and converter of flexible noise control materials since 1978. We have had small but consistent growth since day one. Our manufacturing consists of a light cutting and sewing operation. We run one shift with occasional overtime. There are twenty-eight production employees and twenty office staff. Projected growth over the next five years is about 20%. If you need any other information please contact me at your earliest convenience. Regards, 1A f Barry Lyons General Manager Sound Seal Acoustical Products Did. of United Process, Inc. f , http://hosting.tighebond.com/agawam/print.aspx?maptype=5&image=http' � s • 11 : 1 1 1 1 POST DEVELOPMENT DRAINAGE CALCULATIONS ' 2, 10 & 100 YEAR STORMS UNITED PROCESS INC. ' AGAWAM,MA 2 Year Storm Type I1I 24 hour Rainfall = 3.Oin 10 Year Storm ' 'lope Ill 24 hour Rainfall = 4.5in ' 100 Year Storm Type III 24 hour Rainfall = 6.5in ' Exfiltration rate = 6 min./inch (0.0139 FPM) Prepared for: ' United Process Inc. 50 Herbert P. Almgren Drive Agawam, MA 01001 ' Prepared by: Heritage Surveys, Inc. ' College Highway & Clark Street Post Office Box I ' Southampton, MA 01073 �VHOFMS RIMARD HSI No. 2408-990129 P. February 24, 1999 No.BUS p. 82S Pit ' MAR 1 1 99 1 Summa of Post Drainage Calculations ' Prepared for: United Process Inc. 50 Herbert P. Almgren Drive Agawam, MA 0 100 1 ' HSI ,lob no. 2408-990129 Table 1: Post Drainage Calculations 2, 10 & 100 Year Storms i ' Peak Discharge Peak Discharge Pond 1 Subcatchrment 2 Post-Development 0.25 CFS (exfiltrating) 2.75 CFS ' 2 Year Storm 0.00 CFS (pipe outlet) (drainage to swale system (drainage to exfiltration & along Herbert P, Almgren retreatment forbay basin) Drive ' Post-Development 0.94 CFS (exfiltratiog) 4.16 CFS 10 Year Storm 0.00 CFS (pipe outlet) (drainage to swale system (drainage to exfiltration& along Herbert P. Almgren ' pretreatment forbay basin) Drive Post-Development 2.32CFS (exfltrating) 6.02 CFS 100 Year Storm 0.01 CFS (pipe outlet) (drainage to swale system ' (drainage to exfiltration & along Herbert P. Almgren pretreatment forbay basin) Drive) Summary: ' The stormwater drainage design standards for the Town of Agawam have been obtained in the proposed site design. The site design retains 76% of the impervious drainage on site. The impervious area, which is draining to the exfiltration and pretreatment forbay basin, is 2.05 acres, which is retained on site. The drainage from subcatchment 2, with an impervious area of 0.66 acres ' drains into existing drainage swales along Herbert P. Almgren Drive. Included in the drainage report are soil logs for proposed site development. These logs show the soil types and estimated seasonal high ' ground water, which were used in choosing the exfiltration rate of 6 minutes per inch (0.0139 FPM). 1 1 ' Heritage Surveys, Inc. College Highway &Clark Street Post office Box 1 ' Southampton, Massachusetts 01073 Telephone (413) 527-3600 Fax (413) 527-8280 Soil Testing_for Proposed Site Development Project Number: 2408-990129(E1107) Date: January 19, 1999 ' Performed by: Mark P.Reed Site Address Client Name &Address ' 50 Herbert P. Alm ren Drive United Process Inc. -Agawam, MA 279 Silver Street, P.O. Box 545 Agawam, MA ' New Construction St Repair 0 ' On-Site Review Deep Hole Number: 1 Date: 01/29/99 Time 9:40 Weather: Overcwt/cold cite snow Location(identify on site plan): Near front of parcel Land Use Proposed building DEIaP.OBSEtAI "xON.H()LlaG.. .......< :;: ' Depth frartr > € St►ti Soil Texture Sort Color Sari Mottling ether(Structure;Stones,Boulders,' > Surlface orizon> (USDA) (Nlrrrisell) s '} Corrsrstericy, °la Gravel _ S> t - > - YSf Y { 0"-12" Ap Sandy Loam 12"46" Bw Sandy Loam ' 16'}-98" Cl. Sand 10YR 5/4 @ 36" Medium to coarse sand Variegated color Loose Parent Material(geologic) Depth to Bedrock: None@ 8' Depth to Groundwater: Standing Water in the Hole: @ 48" Weeping from Pit Face: (a 48" ' Estimated Seasonal High Ground Water: @ 36" Determination for Seasonal Hieh Water Table Method Used 11 Depth observed standing on observation hole 48 inches G� Depth weeping from side of observation hole 48 inches If Depth to soil mottles 36 inches O Ground water adjustment N/A feet. ' Depth of Naturally()cccuring.Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil ' absorption system? Yes Certification ' I certify that in dune 1995, I passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CUR 15.017. ' Signature- Date:,��9 ' Heritage Surveys, Inc. College Highway &Clark Street ' Post office Box 1 Southampton, Massachusetts 01073 Telephone (413) 527-3600 Fax (413) 527-8280 ' Soil Testing for Proposed Site Development ' Project Number: 2408-990129(E1107) Date: January 19, 1999 Performed by: Mark P. Reed ' Site Address Client Name&Address 50 Herbert P. Alm ren Drive United Process Inc. Agawam, MA 279 Silver Street, P.O. Box 545 ' New Construction Repair Agawam, MA On-Site Review Deep Hole Number: 2 Date: 01/29/99 Time 10:15 Weather: Ovemast/cold lite snow ' Location(identify on site plan): Northeast corner of parcel Land Use:Proposed building A. f ::DEEp.OBSELtVA-ON. f)LE ............... ....... : : ..: . :.: . . ..::. Depth from SoiEE Soil Texture Sotl Color SatlI+llottl Other}(Strti SUrtace s hioroa (USDA)} (Mansell ConsistenCy, lo GraBe W .............................. 0"=10" Ap Sandy Loam 10"-36" B/C LoamySand& Medium to fine sand ' Sand 36"-98" C1 Sand IOYR 5/4 @ 36" Medium to coarse sand Variegated color ' Loose Parent Material (geologic) Depth to Bedrock: None c@ 8' Depth_to Groundwater_: Standing Water in the Hole: @ 48" Weeping from Pit Face: @ 48" Estimated Seasonal High Ground Water: @ 36" Determination for Seasonal High Water Table ' Method Used 51 Depth observed standing on observation hole 48 inches 64 Depth weeping from side of observation hole 48 inches 04 Depth to soil mottles 36 inches ❑ Ground water adjustment NIA feet. tDepth of Naturally Occuring Pervious Material ' Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes Certification ' I certify that in June 1995, I passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. � ' Signature: ? �1� Date: l / q 1 tHeritage Surveys, Inc. College Highway & Clark Street Post office Box 1 Southampton, Massachusetts 01073 Telephone (413) 527-3600 Fax (413) 527-8280 ' Soil Testing or Proposed Site Development ' Project Number: 2408-990129(E1107) Date: January 19,1999 Performed by: Mark P. Reed ' Site Address Client Name & Address 50 Herbert P. Alm ren Drive United Process Inc. Agawam, MA 279 Silver Street, P.Q. Box 545 ' New Construction Repair 0 Agawam, MA ' On-Site Review Deep Hole Number: 3 Date: 01/29/99 Time 10:40 Weather; Overcast/cold lite snow ' Location(identify on site plan): Northeast corner of parcel Land Use: Proposed building OBS RVATION.HOLE I,4G... .;' }�.°: .;k>{,$''�'> # - Dep�kh franay1 #> Sea[ t Soil Texture;} >,# l :l,C'alor Soil Motti,ng {Utlier(Sti'ucture, Stones, BaWdlers;:: orrLori (USDA) - s r{'''1; u e11� 3�N1 E.'Orl$IS EYLC�+,u Gravel) a- TU 0"-12" Ap Sandy Loam 12"-36" B/C L.oamySand& Medium to fine sand ' Sand 36"-98" C1 Sand 10YR 5/4 @ 36" Medium to fine sand Variegated color Loose Parent Material (geologic) Depth to Bedrock: None aQ 8' 'Depth to Groundwater: Standing Water in the Hole: 48" Weeping from Pit Face: [ate 48" Estimated Seasonal High Ground Water: *36" Determination for Seasonal High Water Table Method Used 11 Depth observed standing on observation hole 48 inches Q( Depth weeping from side of observation hole 48 inches C1 Depth to soil mottles 36 inches O Ground water adjustment N/A feet. Depth of Naturally Occuring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes Certification ' 1 certify that in June 1995, I passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.,017_ ' Signature: Date: 1 ' Data for 2408 UNITED PROCESS 2YR EXIST Page 1 TYPE II 24-HOUR RAINFALL= 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' ivdroCAD 4.52 000860 (c) 1986 -. Am lied microcomputer Systems WATERSHED ROUTING i 1 1 I 1 1 ' O SUBCATCHNENT Q REACH a PDND LINK fSUBCATCMMNT 1 = EXISTING DRAINAGE � 1 1 1 f 1 1 1 ' Data for 2408 UNITED PROCESS 2YR EXIST Page 2 TYPE II 24-HOUR RAINFALL= 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' HvdroCAD 4 .52 000$60 fc} 1986-1996 Apiolied Microcomputer Systems SDSCATCMIENT 1 EXISTING DRAINAGE PEAK- 0.00 CFS 0 0.00 HRS, VOLUME= 0.00 AF ACRES CN SCS TR-20 METHOD 6.27 36 LAWN TYPE II 24-HOUR RAINFALL= 3.0 IN ' SPAN= 10-20 HRS, dt=.1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 13.4 ' Grass: Short n=.15 L=100' P2=3 in s=.01 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2.7 Short Grass Pasture KV=7 L=170' s=.023 '/' V=1.06 fps ' '^Total Length- 270 ft Total Tc= 16 .1 ' SUBCATCHMENT 1 RUNOFF EXISTING DRAINAGE 1e g AREA= 6.27 AC Tc= 16. 1 MIN 8 CN= 36 7 SCS TR-20 METHOD 6 TYPE II 24-HOUR U RAINFALL= 3,0 IN 5 ' 3 4 PEAK= 0.00 CF5 3 VOLUME= 0.00 AF LL 1 0m rn m _ ' TIME (hour5) 1 1 1 1 1 Data for 2408 UNITED PROCESS 10YR ExrST Page 1 TYPE II 24-HOUR RAINFALL= 4.5 IN Prepared by Applied Microcomputer Systems 23 'Feb 99 ' HYdroCAD 4 ,52 011810 (c) 1286 1995 Applied Microcomputer Systems WATERSHED ROUTING 1 1 1 1 1 0 SUBCATCHMENT REACH a POND LINK ' SQHCATCHMENT 1 = EXISTING DRAINAGE -� i 1 ' Data for 2408 UNITED PROCESS 10YR EXIST Page 2 TYPE II 24-HOUR RAINFALL= 4.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 HydroCAD 4 .52 000860 (c) 1986-1996 Applied Microcomi3uter_Systems SUBCATCMIENT 1 EXISTING DRAINAGE tPEAKS .03 CPS @ 18.05 HRS, VOLUME= .01 AF ' ACRES CN SCS TR-20 METHOD 6.27 36 LAWN TYPE II 24-HOUR RAINFALL= 4.5 IN SPAN= 10-20 HRS, dt=.1 HRS Method _ Comment Tc (min) TR-55 SHEET FLOPT Segment ID: 13 .4 Grass: Short n=.15 L=100' P2=3 in s=.01 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 .7 Short Grass Pasture KV=7 L=170' s=.023 '/' V=1.06 fps ---------- Total Length= 270 ft Total Tc= 16 .1 SUBCATCHMENT 1 RUNOFF EXISTING DRAINAGE ' .032 .030 RREA- 6.27 A .028 Tc= i6. 1 MIN .026 CN= 36 .024 02z SCS TR-20 METHOD .020 TYPE II 24-HOUR 018 RAINFALL= 4,5 IN v .016 ' .014 PEAK= .03 CF5 o .012 a 18.05 HR5 LL Ole VOLUME= .01 AF .008 ' .006 .004 .002 0.000m _ N M v rn m ' TIME (hours) a ' Data for 2408 UNITED PROCESS 100YR EXIST Page 1 TYPE II 24-HOUR RAINFALL- 6.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 HvdroCAD 4 .52 000860 (c) 1986-1996 Applied M crocamouter Systems WATERSHED ROUTING 1 OSUBCATCHMENT REACH a POND LINK ' SUBCATCHM$NT 1 EXISTING DRAINAGE -� 1 Data for 2408 UNITED PROCESS 100YR EXIST Page 2 TYPE II 24-HOUR RAINFALL= 6.5 IN Prepared by Applied Microcomputer Systems 23 ,Feb 99 ' HydroC.AD 4.52 000861 (c? 1116-1116 Applied Microcomputer Systems SUBCATCHMENT I EXISTING DRAINAGE PEAK= .93 CFS @ 12.15 HRS, VOLUME= .18 AF ACRES CN SCS TR-20 METHOD 6 .27 36 LAWN TYPE II 24-HOUR RAINFALL= 6.5 IN SPAN= 10-20 HRS, dt=.1 HRS ' Method Comment____ TC (min) TR-55 SHEET FLOW Segment ID: 13.4 ' Grass: Short n=.15 L=100' P2=3 in s=.01 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2.7 Short Grass Pasture KV=7 L=170' s=.023 ' /' V=1.06 fps ' - Total Length= 270 ft Total Tc= 16 1 SUBCATCHMENT a RUNOFF EXISTING DRAINAGE ,90 .85 AREA= 6.27 AC •80 Tc= 16. 1 MIN .75 CN= 36 .70 r, .65 SCS TR-20 METHOD ' .60 TYPE II 24-HOUR .50 RAINFALL- 6,5 IN 4S ' ,40 PEAK= .93 CF5 .35 e 12. 15 HR5 ,3B VOLUME= . 18 AF L- ,25 .20 ' 1. 10 .05 0.80M N f'7 Ell tII T+ m Q1 m TIME Chours) 1 ' Data for 2408 UNITED PROCESS 2YR POST DUP1 Page 1 TYPE II 24-HOUR RAINFALL= 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 HvdroCAD 4 -12 000860 jc) 1986-1996 A21)lied MicrowmDuter Systems WATERSHED ROUTING f 1 1 ' � 2 OSUBCATCHNENT11 REACH Q POND I I OINK r SUBCATCRENT 1 = DRAINAGE TO BASIN -> POND 1 SUBCATCE04M 2 = DRAINAGE TO HERBERT P. ALMGREN DRIVE -> ' POND 1 = EXFILTRATION & PRETREATMENT FORBAY BASIN -> Data for 24DB UNITED PROCESS 2YR POST DUP1 Page 2 TYPE II 24-HOUR RAINFALL= 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' Hydro HydrogAp 4 2 000860 1 6-1996 Applied Microcomputer Systems SUBCATCHNBNT 1 DRAINAGE TO BASIN iPEAK= 2.80 CFS 0 11.91 HRS, VOLUME= _15 AF ACRES CN SCS TR-20 METHOD 2.05 98 IMPERVIOUS AREA TYPE II 24-HOUR 3 .56 39 LAWN, SOIL GROUP A, GOOD RAINFALL= 3.0 IN 5.61 61 SPAN= 10-20 HRS, dt=.1 HRS ' Method Comment _ Tc (min) TR-55 SHEET FLOW Segment ID: 1.3 ' Smooth surfaces n=.011 L=100' P2=3 in s=.018 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1.3 Paved Kv-20.3282 L=216' s=_018 '/' V=2.73 fps ' Total Length= 316 £t Total Tc= ___ W 2.6 ' SUBCATCHMENT I RUNOFF DRAINAGE TO BASIN 2.8 ' 2.6 AREA= 5.61 AC 2.4 Tc= 2.6 MIN 2.2 CN= 61 2.0 SCS TR--20 METHOD ' 1 .8 TYPE II 24-HDUR u 1 .6RAINFALL= 3.0 IN �.r 1 .44 1 .2 PEAK= 2.80 CFS ' � ;$ VOLUMEI 915HAF LL- .6 ' .4 .2 0.0m - N ' TIME (hours) 1 Data for 2408 UNITED PROCESS 2YR POST DUPl Page 3 TYPE II 24-HOUR RAINFALL- 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' HvdroCAD_4,52 000860 (c). 1986-1996 Applied Microcomputer Systems ' SUBCATCNXENT 2 DRAINAGE TO HERBERT P. ALMGREN DRIVE PEAK= 2 .75 CFS ® 11.87 HRS, VOLUME= .13 AF ' ACRES CN SCS TR-20 METHOD .66 98 IMPERVIOUS AREA TYPE II 24-HOUR RAINFALL= 3.0 IN ' SPAN= 10-20 HRS, dt=.1 HRS Method Comment Tc (min) TR-55 SH$ET FLOW Segment ID: 1.7 ' Smooth surfaces n=.011 L=100' P2=3 in s=.009 ' /' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: .8 Paved KV-20.3282 L=96' s=.009 '/' V-1.93 fps Total Length= 196 ft Total Tc= 2.5 ' SUBCATCHMENT 2 RUNOFF DRAINAGE TO HERBERT P . ALMGREN DRIVE ' 2.6 AREA= .66 AC 2.4 Tc= 2.5 MIN 2.2 CN= 98 1 � 1 .8 SCS TR-213 METHOD TYPE 11 24-HOUR �U 1 .6 RAINFALL= 3.0 IN .0 1 .4 ' 73 1 .2 PEAK= 2.75 CF 5 CD B 1 ( .87 HRS 1 .8 VOLUME= . 13 AF 6 ' 2 .2 @.0m to M v to %a r m M m TIME (hours) 1 1 Data for 2408 UNITED PROCESS 2YR POST DUP1 Page 4 TYPE II 24-HOUR RAINFALL= 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 HydroCAD 4 .52 000860___ (c) 1986-1996 Applied -Microcomputer Systems POND 1 ESFILTRATION & PRETREATMENT FORRAY BASIN Qin = 2.80 CFS @ 11.91 HRS, VOLUME= .IS AF Qout= .25 CFS 0 13.22 HRS, VOLUME= .12 AF, ATTEN= 91k, LAG= 78 .8 MIN Qpri= .25 CFS C4 13.22 HRS, VOLUME- .12 AF QSec= 0.00 CFS @ 0.00 HRS, VOLUME= 0.00 AF t ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) - (SF) (CF)__ (CF) (SF)___ PEAK STORAGE 2104 CF 189.0 14329 0 0 14329 PEAK ELEVATION= 189.1 FT 190.0 23941 18930 18930 23953 FLOOD ELEVATION= 191.0 FT ' 191.0 39070 31198 50129 39095 START ELEVATION= 189.0 FT SPAN= 10-20 HRS, dt=.1 HRS Tdet= 125.8 MIN ( .12 AF) -#_ ROUTE INVERT OUTLET DEVICES 1 S 190. 0' 80 ORIFICE/GRATE Q=.6 PI r"2 SQR(2g) SQR(H-r) 2 P 189. 0' EXFIL'TRATION V= .0139 FPM over (WETTED AREA - 14329 Sl•) ' Primary Discharge 12=Exfiltration ' Secondary Discharge �1-Orifice/Grate ' POND 1 INFLOW & OUTFLOW EXFILTRATION $ PRETREATMENT FORBAY BASIN 2.8 ' 2.6 STOR-IND METHOD 2.4 PEAK STOR= 2104 CF 2,2 PEAK ELEU= 189. 1 FT 2.$ Qin= 2,80 CFS 1 .8 Qcut= .25 CFS u 1 .6 Qpri= .25 CFS 1 .4 Qsec= 0.00 CFS ' 3 1 .2 LAG= 76.8 MIN 0 1 .8 Et .8 .6 '2 �'-- ------------------------ 0[ _ cv T •t in n m rn m TIME (flours) ' Data for 2408 UNITED PROCESS 10YR POST DUP1 Page 1 TYPE II 24-HOUR RAINFALL= 4.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' HydroCAD 4 .52 000860 (c) 1986-1996 Applied Microcomputer Systems WATERSHED ROUTING 1 I 2 1 1 OSUBCATCHMENT REACH Q POND I I LINK ' SUBCATCFMENT 1 = DRAINAGE TO BASIN POND 1 SUBCATCE24ENT 2 = DRAINAGE TO HERBERT P. ALMGREN DRIVE -� ' POND 1 = EXFILTRATION & PRETREATMENT FORBAY BASIN -� 1 1 1 1 Data for 2408 UNITED PROCESS 10Y'R POST DUPI Page 2 TYPE II 24-HOUR RAINFALL= 4.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' H dr CAT) 4.52 000860 c 1986-1996 Applied Microcomputer Systems SUBCATCFI)EENT 1 DRAINAGE TO BASIN PEAK- 10.53 CFS @ 11.89 HRS, VOLUME= .45 AF ' ACRES CN SCS TR-20 METHOD 2 .05 98 IMPERVIOUS AREA TYPE II 24-HOUR __3 .56 39 LAWN, SOIL GROUP A, GOOD RAINFALL= 4 .5 IN ' 5.61 61 SPAN= 10-20 HRS, dt=.,1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1.3 ' Smooth surfaces n=.011 L=100' P2-3 in s=.018 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1.3 Paved Kv=20.3282 L-216' s=.018 '/' V=2.73 fps ' -Total Length= 316 ft Total Tc= 2.6 ' SUBCATCHMENT 1 RUNOFF DRAINAGE TO BASIN AREA= 5.61 AC 9 Tc= 2.6 MIN A CN= 61 r, 7 5CS TR-20 METHOD U) TYPE II 24-HOUR u 6 RAINFALL.= 4.5 IN i 3 5 PEAK= 10.53 CFS 3 VOLUME= .45 AF 1 1 TIME (hour5) 1 ' Data for 2408 UNITED PROCESS 10YR POST DUFI Page 3 TYPE II 24-HOUR RAINFALL= 4.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' HydroCAD 4 .52 000860 (c) 1986-1996 Applied Microcomputer Systems SUBCATCHMENT 2 DRAINAGE TO HERBERT P. AL1sNGREN DRIVE ' PEAK= 4 .16 CFS @ 11 .87 HRS, VOLUME= .19 AF ' ACRES CN SCS TR-20 METHOD .66 98 IMPERVIOUS AREA TYPE II 24-HOUR RAINFALL= 4.5 IN SPAN= 10-20 HRS, dt=.1 HRS Method T _ Comment -- ,Tc (min) TR-55 SHEET FLOW Segment ID: 1.7 ' Smooth surfaces n=.011 L=100' P2=3 in s=.009 '/' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: .8 Paved KV=20.3282 L=96' s=.009 '/' V-1.93 fps ^-Total Length= 196 ft Total Tc= 2.5 SUBCATCHMENT 2 RUNOFF DRAINAGE TO HERBERT P. ALMGREN DRIUE i 4.0 AREA= .66 AC 3.5 Tc= 2.5 MIN CN= 9B r* 3,t 5CS TR-20 METHOD c� 2.5 TYPO T I 24--HOUR u RAINFAL.L= 4.5 IN v 2.6 PEAK= 4. 16 CFS ' 3-i 1 .5 L 1 1 ,87 HR5 UOLUME= . 19 A1+ LL ' .5 0.0 TIME Chour53 1 Data for 2408 UNITED PROCESS 10YR POST DOPI Page 4 TYPE II 24-HOUR RAINFALL= 4.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' HvdroCAD 4 .52 000860 (g) 1986-1996_ Applied Microcomputer Systems POND 1 =FILTRATION & PRETREATMENT FORHAY BASIN Qin - 10.53 CFS 0 11.89 HRS, VOLUME= .45 AF Qour= .94 CFS ® 12.54 HRS, VOLUME= .40 AF, ATPEN= 91T, LAG= 38 .9 MIN ' Qpri= .94 CFS m 12 .54 HRS, VOLUME= .40 AF Qsec- 0.00 CFS ® 0.00 HRS, VOLUME= 0.00 AF ' ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) (SF) (CF) (CF) (SF) PEAK STORAGE = 7946 CF 189.0 14329 0 0 14329 PEAK ELEVATION= 189.4 FT 190.0 23941 18930 18930 23953 FLOOD ELEVATION= 191.0 FT 191.0 39070 31198 50129 39095 START ELEVATION- 189.0 FT SPAN= 10-20 HRS, dt=.1 HRS Tdet= 127.9 MIN ( .39 AF) ' # ROUTE INVERT OUTLET DEVICES 1 S 190.0- 8- ORIFICE/GRATE ' Q=.6 PI r`2 SQR(2g) SQR(H-r) 2 P 189.0' EXFILTRATION V= .0139 FPM over (WETTED AREA - 14329 SF) ' Primary Discharge 12=Exfiltration ' Secondary Discharge I----1=0ri f ice/Grate ' POND ) INFLOW & OUTFLOW EXFILTRATION & PRETREATMENT FORSAY BASIN 10 STOR-IND METHOD 9 PEAK STOR_ 7946 CF S PEAK ELEV= 189.4 FT ' 7 Qin= 10.53 CFS ,} Qout= .94 CFS U 6 Qpri= .94 CFS 5 Qxc= 6.80 CF5 ' LAG= 38.9 MIN 3 4 C} LL 3 -_ ' Ia-' rn _ CD M -_m ' TIME Chours) Data for 2408 UNITED PROCESS 100YR POST DUP1 Page 1 TYPE II 24-HOUR RAINFALL= 6.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' HVdroCAD 4 .52 000860 (c) 1986-1996 Anolied Microcomputer Systems WATERSHED ROUTING 1 1 ( )SUBCATCHNENT ❑ REACH Z�IAOND Cj LINK ' SUBCATCHMENT 1 = DRAINAGE TO BASIN POND 1 SUBCATCE ENT 2 = DRAINAGE TO HERBERT P. ALMGREN DRIVE -� ' POND 1 = WILTRATION & PRETREATMENT FORBAY BASIN -n 1 1 1 ' Data for 2408 UNITED PROCESS 100YR POST DUP1 Page 2 TYPE II 24-HOUR RAINFALL= 6.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 HydroCAD 4_S2 000860 (c) 1986-1996 Applied Microcomputer Systems ' SUBCATCHMBNT 1 DRAINAGE TO BASIN PEAK= 23 .71 CFS @ 11 .88 HRS, VOLUME= 1.00 AF ' ACRES CN SCS TR-20 METHOD 2.05 98 IMPERVIOUS AREA 'TYPE II 24-HOUR 3 .56 39 LAWN, SOIL GROUP A, GOOD RAINFALL= 6.5 IN ' 5.61 61 SPAN= 10-20 HRS, dt=.1 HRS Method Comment 'Tc (min) ' TR-55 SHEET FLOW Segment ID: 1.3 Smooth surfaces n=.011 L=100' P2=3 in s=.018 ' /' SSALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1.3 Paved Kv-20.3282 L=216' s-.018 '/' V=2.73 fps ' r`-Total Length= 316 ft Total Tc= 2.6 ' SUBCATCHMENT 1 RUNOFF DRAINAGE TO BASIN ' 22 AREA= 5.61 AC 20 Tc= 2.6 MIN 18 CN= 61 ' 16 5CS TR-20 METHOD 0 TYPE II 24-HOUR u 14 RAINFALL= 6.5 IN u 12 PEAK= 23.71 CFS 1� a 11 .88 HR5 UOLUME= 1 .00 AF LL 6 2 2 m to m TIME (hours) 1 ' Data for 2408 UNITED PROCESS 100YR POST DUP1 Page 3 TYPE II 24-HOUR RAINFALL- 6.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' H droCAD 4 52 000860 1986-1996 Applied Microcomputer Systems SUBCATCHNENT 2 DRAINAGE TO EBRBERT P. ALMGREN DRIVE PEAK= 6.02 CFS 0 11.87 HRS, VOLUME= .28 AF ' ACRES CN SCS TR-20 METHOD .66 98 IMPERVIOUS AREA TYPE II 24-HOUR RAINFALL= 6.5 IN ' SPAN= 10-20 HRS, dt=.1 HRS Method F_ ..., Comment _Tc (min) TR-55 SKEET FLOOD Segment ID: 1.7 ' Smooth surfaces n=.011 L=100' P2=3 in s=.009 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: .8 Paved Kv=20.3282 L=96' s=.009 '/' V=1.93 fps ' -- Total Length= 196 ft Total Tc= 2.5 SUBCATCHMENT 2 RUNOFF DRAINAGE TO HERBERT P. ALMGREN DRIVE 6.@ ' 5.5 AREA= .66 AC 5 e Tc= 2.5 MIN CN= 9B 4.5 SCS TR--20 METHOD 3.5 TYPE II 24-HOUR RAINFALL.= 6.5 IN ' :2 2 5 PEAK= 6.02 CFS O 2.0 UO�UMEI � H 28 J AF LL 1 .5 ' .5 TIME (hours) I I 1 Data for 2408 UNITED PROCESS 100YR POST oupi Page 4 TYPE II 24-HOUR RAINFALL= 6.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 HydroCAD 4 .52 000860 _ (c) 1986=,1996 Applied Microcomputer Systems POND 1 EXPIL 'RATION & PRETREATMENT FORBAY BASIN Qin - 23 .71 CFS 0 11.88 HRS, VOLUME= 1.00 AF - Qout= 2.32 CFS 0 12.39 HRS, VOLUME= .89 AF, ATTEN= 90W, LAG= 30.7 MIN Qpri- 2.32 CFS ® 12.39 HRS, VOLUME= .89 AF Qsec= .01 CFS 0 12 .39 HRS, VOLUME= 0.00 AF ELEVATION CON.AREA -INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) _ SSF) (CF) (CF) (SF) PEAK STORAGE = 19695 CF 189.0 14329 0 0 14329 PEAK ELEVATION= 190.0 FT 190.0 23941 18930 18930 23953 FLOOD ELEVATION= 191 .0 FT ' 191.0 39070 31198 50129 39095 START ELEVATION= 189.0 FT SPAN= 10-20 HRS, dt-.1 HRS Tdet= 129.5 MIN ( _89 AF) ' # ROUTE INVERT_ OUTLET DEVICES 1 S 190.0' 8' ORIFICE/GRATE ' Q=.6 PI r"2 SQR(2g) SQR(H-r) - 2 P 189.0' SXFILTRATION V .0139 FPM over (WETTED AREA 14329 SF) Primary Discharge L- 2=Exfiltration ' Secondary Discharge L---I=Orif ice/Grate ' POND 1 INFLOW & OUTFLOW EXFILTRATION 8 PRETREATMENT FORBAY BASIN ' 22LSTOR--IND METHOD 2E3PEAK STOR= 19695 CF 18PEAK ELEU= 190 FT 16Qin= 23.71 CFS Qout= 2.32 CFS UU 14OPri= 2.32 CFS 12rases= .01 CF5 ' 10LA6= 30.7 MIN a S Li 6 0 in kDY^_t`--- -- - ---m TIME (hours) 1 1 1 1 1 1 POST DEVELOPMENT DRAINAGE ' CALCULATIONS ' 2, 10 & 100 YEAR STORMS UNITED PROCESS INC. ' AGAWAM,MA 2 Year Storm ' Type 11124 hour Rainfall = 3.Oin ' 10 Year Storm Type III 24 hour Rainfall = 4.5in ' 100 Year Storm Type III 24 hour Rainfall = 6.5in ' Exfiltration rate = 6 min./inch (0.0139 FPM) Prepared for: ' United Process Inc. 50 Herbert P. Almgren Drive Agawam, MA 01001 ' Prepared by: P Heritage Surveys, Inc. ' College Highway & Clark Street Post Office Box 1 Southampton, MA 01073 RD ' HSI No. 2408-99012 ' P.February 24, 1999 MAR 1 fi 19 WtIS8E ' No.AB28 PLANNIN4,4V Summary of Post Drainage Calculations ' Prepared for: United Process Inc. ' 50 Herbert P. Almgren Drive Agawam, MA 01001 1 HSI Job no. 2408-990129 ' Table 1: Post Drainage Calculations 2, 10 Ss 100 Year Storms ' Peak Discharge Peak Discharge Pond 1 Subcatchment 2 Post-Development 0.25 CFS (exfiltrating) 2.75 CFS ' 2 Year Storm 0.00 CFS (pipe outlet) (drainage to Swale system (drainage to exfiltration & along Herbert P. Almgren pretreatment fbrbay basin) Drive ' Post-Development 094 CFS (exfiltrating) 4.16 CFS 10 Year Storm 0.00 CFS (pipe outlet) (drainage to swaie system (drainage to exfiltration & along Herbert P. Almgren ' pretreatment forba basin Drive Post-Development 2.32CFS (exfiltrating) 6.02 CFS 100 Year Storm 0.01 CFS (pipe outlet) (drainage to swale system ' (drainage to exfiltration & along Herbert P. Almgren pretreatment forbay basin) Drive Summary: ' The stormwater drainage design standards for the Town of Agawam have been obtained in the proposed site design. The site design retains 76% of the t impervious drainage on site. The impervious area, which is draining to the exfiltration and pretreatment forbay basin, is 2.05 acres, which is retained on site. The drainage from subcatchment 2, with an impervious area of 0.66 acres drains into existing drainage swales along Herbert P. Almgren Drive. Included in the drainage report are soil logs for proposed site development. These logs show the soil types and estimated seasonal high ground water, which were used in choosing the exfiltration rate of 6 minutes per inch (0.0139 FPM). 1 Heritage Surveys, Inc. College Highway &Clark Street Post office Box 1 Southampton, Massachusetts 01073 Telephone (4131 527-3600 Fax(4131 527-8280 Soil Testigg for Proposed Site Development Project Number: 2408-990129(E1107) Date: January 19, 1999 tPerformed by: Mark P.Reed Site Address Client Name & Address ' 50 Herbert P. Alm ren Drive United Process Inc. Agawam, NIA 279 Silver Street P.O. Box 545 Agawam, MA New Construction Repair CI On-Site Review Deep Hole Number: l Date: 01/29/99 Time 9:40 Weather: Overcast/cold lite snow Location (identify on site plan): Near front of parcel ' Land Use: Proposed building Deth,(irtlin} Soil Soil Texture , Snd Cpinr Sort Niotthng Qther{ trueture;Stones,Boulders > 1artauou {USDA}' unseEl) Gonststenc "1 Gravel) W l i� ' 0"-12" Ap Sandy Loam l 2%16" Bw Sandy Loam 16"-98" C 1 Sand IOYR 5/4 @ 36" Medium to coarse sand Variegated color Loose 'Parent Material (geologic) Depth to Bedrock: None@ 8' Depth to Groundwater: Standing Water in the Hole: Qa 48" Weeping from Pit Face: rQ 48" ' Estimated Seasonal High Ground Water: @ 36" Determination for Seasonal High Water Table Method Used EJ Depth observed standing on observation hole 48 inches E� Depth weeping from side of observation hole 48 inches C� Depth to soil mottles 36 inches © Ground water adjustment NIA feet. ' Depth of Naturally_OccuringPervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes Certification ' I certify that in June 1995, I passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. 0 Signature: � Date: tHeritage Surveys, Inc. College Highway & Clark Street ' Post office Box I Southampton, Massachusetts 01073 Telephone (413) 527-3600 Fax (413) 527-8280 Soil Testing for Proposed Site Development Project Number. 2409-990129 (E1107) Date: January 19, 1999 Perfonned by: Mark P. Reed ' Site Address Client Name&Address 50 Herbert P. Alm ren Drive United Process Inc. Agawam, MA 279 Silver Street, P.O. Box 545 Agawam, MA New Construction Ef Repair 0 On-Site Review Deep Hole Number: 2 Date: 01/29/99 Time 10:15 Weather: Overcast/cold lite snow Location(identify on site plan): Northeast corner of parcel Land Use: Proposed building DEEP OBSER' 4,TTQN Hf3LE.LO .... :.<..:.>:... �: #? ' DeI►thEr�vm} y% 50 �orl Texture i x?>"#a} d Cglor Sotl l4lot�ng Otltl( ure,Stones, Boulders,, Surface,� , , HQrrzon {USDA) �I,p>$#,�11�unsell) 't }'C4�iigtsti�icy, 'Jo Gravel .....: c.1u`sE}rQ 2f ... ,.:.;, ;:.::.{. i 3 #....3..2i$3#a,4•;? ...ie.:: ...,........', 0"-10" Ap Sandy Loam 10"-36" B/C LoamySand& Medium to fine sand ' Sand 36"-98" C1 Sand 10YR 5/4 @ 36" Medium to coarse sand Variegated color Loose Parent Material (geologic) Depth to Bedrock: None*8' ' Depth to Groundwater. Standing Water in the Hole: 4 48" Weeping from Pit Face: @a 48" Estimated Seasonal High Ground Water: @ 36" Determination for Seasonal High Water Table ' Method Used 06 Depth observed standing on observation hole 48 inches 51 Depth weeping from side of observation hole 48 inches Q( Depth to soil mottles 36 inches Cl Ground water adjustment NIA feet_ Depth of.Naturally 4ccuring Pervious Material ' Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes Certification 1 certify that in June 1995, 1 passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CUR 15.017- ' Signature: Date: / Q Heritage Surveys, Inc. College Highway & Clark Street ' Post office Box 1 Southampton, Massachusetts 01073 Telephone (413) 527-3600 Fax (413) 527-8280 ' Soil Tests nig for Proposed Site Development ' Project Number: 2408-990129 (E1107) Date: January 19, 1999 Performed by: Mark P. Reed ' Site Address Client Name &Address 50 Herbert P. Alm ren Drive United Process Inc. Agawam, MA 279 Silver Street, P.O. Box 545 ' Agawam, MA New Constriction 19 Repair 0 ' On-Site Review Deep Hole Number: 3 Date: 01/29/99 Time 10:40 Weather: Overcast/coid lite snow Location(identify on site plan): Northeast corner of parcel ' Land Use: Proposed building .......: UEP OBSERATOI HULE LAG :.> . .. .:. ' Depth firom }So>Et Soil Texture Sod Color SodVlat'.tluyg Other(Sttrtrc#ure,Stones,Boulders,;; Surl"ace HorrEan > (i;TSDA) (Mseil} Cons�ste>icy, % Gr�rrei)� ... aches:> .... ..... . . ... 0"-12" Ap Sandy Loam 12"-36" B/C LoamySand& Medium to fine sand ' Sand 36"-98" Cl Sand IOYR 5/4 @ 36" Medium to fine sand Variegated color ' Loose Parent Material(geologic) Depth to Bedrock: None@ 8' 'Depth to Groundwater: Standing Water in the Hole: @ 48" Weeping from Pit Face: @ 48" Estimated Seasonal High Ground Water: @ 36" Determination for Seasonal High Water Table ' Method Used 56 Depth observed standing on observation hole 48 inches 54 Depth weeping from side of observation hole 48 inches Depth to soil mottles 36 inches ❑ Ground water adjustment N/A feet. ' Depth of Naturally Occuring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes Certification I certify that in,tune 1995, I passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. or ' Signature: Date: / l 1 ' Data for 2408 UNITED PROCESS 2YR EXIST Page 1 TYPE II 24-HOUR RAINFALL= 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' HydroCAD 4.52 000860 fcl 1986-1996 Annlied Microcomputer Systems _ WATERSHED ROUTING ' O SUBCATCHKENT E REACH Q POND LINK ' SDBCATCHMENT 1 = EXISTING DRAINAGE -> 1 1 1 L Data for 2408 UNITED PROCESS 2YR EXIST Page 2 TYPE II 24-HOUR RAINFALL= 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' H droCAD 4.52 000860 c 1986-1996 Apglied Microcom u er Systems ' SUHCATCHMENT 1 EXISTING DRAINAGE PEAK- 0.00 CF'S @ 0.00 HRS, VOLUME 0.00 AF t ACRES CN SCS TR-20 METHOD 6 .27 36 LAWN TYPE II 24-HOUR RAINFALL= 3.0 IN ' SPAN= 10-20 HRS, dt=.1 HRS Method _ _ Comment _ Tc (min) T11-55 SHEET FLOW Segment ID: 13.4 ' Grass: Short n=.15 L=100` P2=3 in s=.01 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2.7 Short Grass Pasture Kv=7 L=170' s=.023 V, V=1.06 fps ---------- Total Length= 270 ft Total Tc- 16 .1 ' SLUBCATCHMENT I RUNOFF EXISTING DRAINAGE 11� I g AREA= 6.27 AC Tc= 16. 1 MIN 8 CN= 36 r 7 SCS TR-20 METHOD a 6 TYPE II 24-HOUR RAINFALL= 3.0 IN L. 5 ' PEAK= 0,00 CF5 0 e0HRS o VOLUME= 0.00 AF ' 2 TIME (hourz) 1 1 ' Data for 2408 UNITED PROCESS 10YR EXIST Page I TYPE II 24-HOUR RAINFALL= 4.5 IN Prepared by Applied Microcomputer Systems 23 'Feb 99 HydroCAD 4.52 000860_ (c) 1986-1926 Applied Microcomputer Systems WATERSHED ROUTING 1 1 OSUBCATCHNENT ❑ REACH Q POND LCNK ' SIIBCATCMMNT 1 = EXISTING DRAINAGE -� 1 1 Data for 2408 UNITED PROCESS 10YR EXIST Page 2 TYPE II 24-HOUR RAINFALL= 4.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' HvdroCAD 4 .S2 000860 (c) 1986-1996 Applied Microcomputgr Systems SUBCATCHM$NT 1 EXISTING DRAINAGE PEAK= .03 CFS @ 18.05 HRS, VOLUME= .01 AF ' ACRES CN SCS TR-20 METHOD 6 .27 36 LAWN TYPS 11 24-HOUR RAINFALL= 4.5 IN 1 SPAN= 10-20 HRS, dt-.1 HRS Method Comm nt Tc min TR-55 SHSRT FLOW Segment ID: 13.4 ' Grass: Short n=.15 L=100' P2=3 in s=.01 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 .7 Short Grass Pasture Kv=7 L=170' sm.023 ' /' V=1.06 fps ' Total Length= 270 ft Total Tc= 16 .1 SUBCATCHMEN`f t RUNOFF EXISTING DRAINAGE .032 ,036rRAINF .27 A .02616. 1 MIN .026 36 .024 •022 METHOD .02024-HOUR 018 4.5 IN v .016 ' 014 ,03 CFS O .012 .05 HRS-j 010 .01 AF .008 ' .00 ,004 002 TIME (hours) 1 i ' Data for 2408 UNITED PROCESS 100YR EXIST Page 1 TYPE II 24-BOUR RAINFALL= 6.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 HydroCAD 4.52 00086Q (c) 1986-1996 Anolied Microcomputer Systems WATERSHED ROUTING 1 I 1 0 SUBCATCHMENT [] REACH Q POND 1 I LINK ' SUBCATC M= 1 = EXISTING DRAINAGE -� 1 1 1 1 Data for 2408 UNITED PROCESS 100YR EXIST Page 2 TYPE II 24-HOUR RAINFALL= 6.5 IN Prepared by Applied Microcomputer Systems 23 ,Feb 99 ' HvdroCAD 4 .52 000860 (c) 1986-1996 Applied Microcomputer_Systems SDHCATCHKENT 1 EXISTING DRAINAGE PEAK= .93 CPS @ 12 .15 HRS, VOLUME= .18 AF ACRES CN SCS TR-20 METHOD 6.27 36 LAWN 'TYPE II 24-HOUR RAINFALL= 6.5 IN ' SPAN= 10-20 HRS, dt=.1 HRS Method Comment. Tc (Min) TR-55 SHEET FLOW Segment ID: 13 .4 Grass: Short n=.15 L=100' P2=3 in s-.01 SHALLOW CONCENTRATED/UPLAND FLOOD Segment ID: 2 .7 Short Grass Pasture KV=7 L=170' s=.023 '/' V=1.06 fps Y- Total Length= 270 ft Total Tc= 16 .1 ' SUSCATCHMENT 1 RUNOFF EXISTING DRAINAGE ' .90 .B5 AREA= 6,27 AC ee Tc= 16. 1 MIN .75 CN= 36 .70 .65 SC5 TR-20 METHOD 66 TYPE I1 24-HOUR u .50 RAINFALL= 6.5 IN .45 40 PEAK=' ,93 CF5 Q .35 12. 15 HR5 -J ,39 UOLUME= . 18 AF LL- .25 .20 ' , 15 . 1B .05 0,0Bm _ r� to 0 r M rn m TIME (hourS) 1 1 1 Data for 2408 UNITED PROCESS 2YR POST DUP1 Page 1 TYPE II 24-HOUR RAINFALL= 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 HYdroCAD 4 .52 000860 (cl 1986-1996 ,Applied Microco=uter_ 5ystems WATERSHED ROUTING 1 1 f 2 1 OSUBCATCHMENT11 REACH a POND LIW ' SUBCATCHMENT 1 = DRAINAGE TO BASIN -> POND 1 SUBCATCHMk3NT 2 = DRAINAGE TO HER-BERT P. ALMGREN DRIVE ' POND 1 = EXFILTRATTON & PRETREATMENT FORBAY BASIN -> Data for 2408 UNITED PROCESS 2YR POST DUP1 Page 2 TYPE II 24-HOUR RAINFALL= 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' H droCAD 4 52 000860 c 1986-1996 Applied Microcomputgg Systems SUBCATCHNMW 1 DRAINAGE TO BASIN ' PEAK= 2.80 CFS ® 11.91 HRS, VOLUME= .15 AF ACRES CN SCS TR-20 METHOD 2.05 98 IMPERVIOUS AREA TYPE II 24-HOUR 3.56 39 LAWN, SOIL GROUP A, GOOD RAINFALL= 3.0 IN ' 5.61 61 SPAN- 10-20 HRS, dt-.l HRS Method Comment Tc min TR-55 SHEET FLOW Segment ID: 1.3 ' Smooth surfaces n=.011 L=100' P2-3 in s=.018 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1.3 Paved Kvw20.3282 L=216' s=.018 '/' V=2.73 fps Total Length= 316 ft Total TC= 2,6 SUBCATCHMENT I RUNOFF DRAINAGE TO BASIN 2.8 ' 2.6 AREA= 5.61 AC 2,4 To= 2.6 MIN 2 2 CN= 61 2.e SCS TR-20 METHOD 1 .e TYPE 11 24-HOUR 1 .6 RAINFALL- 3.e IN v 1 .4 3 1 ,2 PEAK= 2.80 CF5 CD 1 8 11 .91 HR5 . UOLUME= , 15 AF .6 2 .2 1 TIME Chours) 1 1 ' Data for 2408 UNITED PROCESS 2YR POST DUP1 Page 3 TYPE II 24-HOLTR RAINFALL= 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' ydroCAD 4.52 000860 (c) 1986-1996 Ayulied Microcomputer Systems .µ Si;BCATCU(ENT 2 DRAINAGE TO HERBERT P. ALMGREN DRIVE PEAK- 2 .75 CFS ® 11.87 HRS, VOLUME= .13 AF ACRES CN SCS TR-20 METHOD .66 98 IMPERVIOUS AREA TYPE II 24-HOUR RAINFALL= 3.0 IN ' SPAN- 10-20 HRS, dt=.1 HRS Method Comment TC (min) TR-55 SHEET FLOW Segment ID: 1.7 Smooth surfaces n=.011 L-100' P2=3 in s=.009 '/' SHALLOW CONCENTRATED/UPLAND FLOP Segment ID. .8 Paved Kv=20.3282 L=96' s-.009 '/' V-1.93 fps ' Y Total Length= 196 ft Total Tc= 2.5 SUBCATCHMENT 2 RUNOFF DRAINAGE TO HERBERT P . ALMGREN DRIUE 2'6 PREP= .66 AC 2.4 Tc= 2.5 MIN 2.2 CN= 98 2.0 ' 1 e SCS TR--20 METHOD TYPE II 24-HOUR 1 '6 RAINFALL= 3.0 IN 3 1 ,2 PEAK= 2.75 CFS a� 1 .0 a 11 .87 HRS 8 VOLUME= . 13 AF 6 ' .2 .2 0,0� _ cv r1 v to 0 r- m rn Co TIME (hours) 1 1 ' Data for 2408 UNITED PROCESS 2YR POST DUP1 Page 4 TYPE II 24-HOUR RAINFALL. 3.0 IN Prepared by Applied Microcomputer Systems 23 Feb 99 HydroCAD 1 ,52 000860 (c)_19-86.:1996 Applied _Microcomputer Systems POND 1 EBFILTRATION & PRETREA71= FORHAY BASIN ' Qin = 2 .80 CFS @ 11.91 HRS, VOLUME= .15 AF QOut= .25 CFS 0 13.22 HRS, VOLUME= .12 AF, ATTEN= 91%, LAG= 78 .8 MIN ' Qpriu .25 CFS ® 13.22 HRS, VOLUME= .12 AF Qsec= 0.00 CFS @ 0.00 HRS, VOLUME= 0.00 AF ELEVATION CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD .-(FT) (SF) (CF)_ (CF) _(SF) PEAK STORAGE w 21.04 CF 189.0 14329 0 0 14329 PEAK ELEVATION= 189.1 FT 190.0 23941 18930 18930 23953 FLOOD ELEVATION= 191.0 FT ' 191.0 39070 31198 50129 39095 START ELEVATION= 189.0 FT SPAN= 10-20 HRS, dt-.l HRS Tdec= 125.8 MIN ( .12 AF) ROUTE INVERT OUTLET DEVICES 1 S 190.0' 8' ORIFICE/GRATE Q=.6 PI r"2 SQR(2g) SQR(H-r) ' 2 P 189.0' EXFILTRATION V= .0139 FPM Over (WETTED AREA - 14329 SF) ' Primary Discharge 12=Exfiltration ' Secondary Discharge L-1=Orifice/Grate POND I INFLOW & OUTFLOW EXFILTRATION & PRETREATMENT FORBAY BASIN 2.8 ' 2.6 STDR-IND METHOD 2.4 PEAK STDR= 2104 CF 2.2 PEAK ELEU= 189. 1 FT 2.0 QIn= 2.80 CF5 1 .8 Qaut= .25 CFS U 1 .6 Qpri= .25 CFS 1 .4 QSec= 0.00 CFS 1 .2 LAG= 78.8 MIN ' OJ E .0 IL .8 .6 2 `-- -- -- - --J-- - 8.6� _ nj rri b In - m ' TIME Chmur5J 1 1 ' Data for 2408 UNITED PROCESS 10YR POST DUP1 Page 1 TYPE II 24-HOUR RAINFALL= 4.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' H droCAD 4 2 00085 c l 86-19 6 Applied Microcompliter Systems WATERSHED ROUTING 1 1 1 2 1 OSUBCATCHKENT REACH Q POND LINK ' SUBCATCHMENT 1 = DRAINAGE TO BASIN -> POND 1 SUBCATCBXMIT 2 = DRAINAGE TO HERBERT P. AI.MGREN DRIVE -> ' POND 1 = EXPILTRATION & PRETREATMENT FORSAY BASIN -> 1 1 1 t 1 ' Data for 2408 UNITED PROCESS 10YR POST DUP1 Page 2 TYPE II 24-HOUR RAINFALL= 4.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' H droCAD 4 .52 000860 (c) 1986-1296 Ai3plied. Microcomputer Systems SUBCATG11HENT 1 DRAINAGE TO BASIN PEAK= 10.53 CFS @ 11.89 HRS, VOLUME= .45 AF ' ACRES 0 SCS TR-20 METHOD 2 .05 98 IMPERVIOUS AREA TYPE II 24-HOUR 3.56 39 LAWN, SOIL GROUP A, GOOD RAINFALL= 4.5 IN 5.61 61 SPAN= 10-20 HRS, dt=.,l HRS ' Method _ _ Comment Tc, (min) TR-55 SHEET FLOW Segment ID: 1.3 Smooth surfaces n=.011 L=100' P2=3 in s=.018 SHALLOW dONCBNTR.ATED/UPLAND FLOW Segment ID: 1.3 Paved Kv=20.3282 L=216' s=.018 '/' V=2.73 fps ' - Total Length= 316 ft Total Tc= 2.6 SUBCATCHMENT a RUNOFF DRAINAGE TO BASIN ' 10 AREA= 5.61 AC 9 Tc= 2.6 MIN CN= 61 8 7 SCS TR-20 METHOD TYPE II 24-HDUR 6 RAINFALL= 4.5 IN v 5 PEAK= 10.53 CFS 0 4 e 1i .89 HRS 3 VOLUME= .45 AF ' 2 1 TIME (hours) 1 1 I ' Data for 2408 UNITED PROCESS 10YR POST DUP1 Page 3 TYPE II 24-HOUR RAINFALL= 4.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' H ro AD 4 .52 000860 c 1986-1996 Applied Microcomputer Systems SUBCATCHMENT 2 DRAINAGE TO RER13ERT P. ALMGREN DRIVE 1 PEAR= 4 . 16 CFS @ 11.87 HRS, VOLUME= .19 AF ' ACRES CN SCS TR-20 METHOD .66 98 IMPERVIOUS AREA TYPE II 24-HOUR RAINFALL= 4.5 IN SPAN= 10-20 HRS, dt=.1 HRS Method Comment Tc (min) TR-55 SHEET FLOW Segment ID: 1.7 ' Smooth surfaces n=.011 L=100' P2=3 in s=.009 1 /' SHALLOW CONCENTRATED/UPLAND PLOW Segment ID: .8 Paved RV=20.3282 L-96' s=.009 ' /' V=1.93 fps Total Length= 196 ft Total Tc= 2.5 SUBCATCHMENT Z RUNOFF DRAINAGE TO HERBERT P. ALMGREN DRIVE 4.0 AREAS .66 AC 3.5 Tc= 2.5 MIN CN= 98 r, 3.0 SCS TR-ZB METHOD ' cf- 2.5 TYPE II 24-HOUR u RAINFALL= 4.5 IN 2.0 PEAK= 4. 16 CFS 0 1 .5 2 11 .87 HRS -j UOLUME= , 19 AF t .0 ' .5 0.0 ' TIME (hour�!,) 1 1 Data for 2408 UNITED PROCESS 10YR POST DUP1 Page 4 TYPE II 24-HOUR RAINFALL= 4.5 IN ' Prepared by Applied Microcomputer Systems 23 Feb 99 ' HvdroCAD 4 .52 000860 (c) 1986-1996 Applied Microcomputer Systems POND 1 »][FILTRATION & PRETREATMENT FORBAY BASIN Qin 10.53 CFS @ 11.89 HRS, VOLUME= .45 AF Qout= .94 CFS @ 12.54 HRS, VOLUME= .40 AF, ATTEN= 91%, LAG= 38.9 MIN ' Qpri= .94 CFS O 12.54 HRS, VOLUME= .40 AF Qsec= 0.00 CFS @ 0.00 HRS, VOLUME= 0 .00 AF ' ELEVATION- CON.AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) ISSF) (CF) (CF) (SF)_ PEAK STORAGE = 7946 CF 189.0 14329 0 0 14329 PEAK ELEVATION= 189.4 FT 190.0 23941 18930 18930 23953 FLOOD ELEVATION- 191.0 FT ' 191.0 39070 31198 50129 39095 START ELEVATION= 189.0 FT SPAN= 10-20 HRS, dt-.1 HRS Tdet- 127.9 MIN ( .39 AF) ' _ROUTE _INVERT OUTLET DEVICES 1 S 190.0- 8. ORIFICE/GRATE ' Q=.6 PI r"2 SQR(2g) SQR(H-r) - 2 P 189.0' FM ILTRATION V= .0139 FPM over (WETTED AREA 14329 SF) ' Primary Discharge I2=Ex€filtration ' Secondary Discharge �1=Orifice/Grate ' POND 1 INFLOW & OUTFLOW EXFILTRATION 8 PRETREATMENT FORBAY BASIN STDR-IND METHOD 5 PEAK STOR= 7946 LF 8 PEAK ELEU= 189.4 FT ' 7 Q I n= 1121 M CF5 Qout= .94 CFS U 6 Qpr1= .94 CFS 5 05er�= 0.00 CFS LAG= 38.9 MIN O 4 3 2 i� - - - N TIME Chour5) 1 Data for 2408 UNITED PROCESS 100YR POST DUP1 Page 1 TYPE II 24-HOUR RAINFALL= 6.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' HvdaroCAD 4 .52 000860 (c) 1986-1996 Aoplied Microcomputer Systems WATERSHED ROUTING 1 1 2 1 1 OSUBCATCHMENT 0 REACH a POND LINK ' SVDCATClRKENT 1 = DRAINAGE TO BASIN POND I SURCATCSMNT 2 = DRAINAGE TO HERBERT P. ALMGREN DRIVE -> ' POND 1 = EXFILTRATION & PRETREATMENT FORBAY BASIN -> 1 1 1 Data for 2408 UNITED PROCESS 100YR POST DUP1 Page 2 TYPE II 24-HOUR RAINFALL= 6.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 ' HirdroCAD_4_52 000860 (c) 1986-1996 Applied Microcomputer Systems_ ' SUBCATCHL'NT 1 DRAINAGE TO BASIN PEAK= 23 .71 CFS ® 11.88 HRS, VOLUME= 1.00 AF ' ACRES CN SCS TR-20 METHOD 2.05 98 IMPERVIOUS AREA TYPE II 24-HOUR 3 .56 ._ 39 LAWN, SOIL GROUP A, GOOD RAINFALL- 6.5 IN ' 5.61 61 SPAN- 10-20 HRS, dt=.1 HRS Method __ ._ Comment Tc (min) ' TR-55 SHEET FLOW Segment ID: 1.3 Smooth surfaces n=.011 L=100' P2=3 in s=.018 SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1.3 Paved KV=20.3282 L=216' s=.018 '/' V=2.73 fps ' - +Total Length= 316 ft Total Tc= 2.6 ' SUBCATCHMENT i RUNOFF DRAINAGE TO BASIN ' 22 AREA= 5.61 AC 20 Tc= 2.6 MIN 1B CN= 61 ' r 16 SCS TR-20 METHOD TYPE II 24-HOUR U 34 RAINFALL= 6.5 IN 12 ' ::g 10 PEAK= 23.71 CF5 CD 8 11 .88 HR5 8 VOLUME= 1 .00 A1= 6 4 2 m rn m TIME (hours) 1 1 J ' Data for 2408 UNITED PROCESS 100YR POST DUP1 Page 3 TYPE II 24-HOUR RAINFALL= 6.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 HVdroCAD 4 .52 000860 (c) 1986-1996 Anolied Microcomputer Sy,t-ems SUBCATCffi48NT 2 DRAINAGE TO HERBERT P. ALMGRTN DRIVE 1 PEAK= 6 .02 CFS @ 11.87 HRS, VOLUME= .28 AF ' ACRES CN SCS TR-20 METHOD .66 98 IMPERVIOUS AREA TYPE II 24-HOUR RAINFALL= 6.5 IN ' SPAN= 10-20 HRS, dt=.1 HRS Methgd Comment Tc (mini, TR-55 SHEET FLOW Segment ID: 1.7 ' Smooth surfaces n=.011 L=100' P2=3 in s=.009 '/' SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: .8 Paved Kv=20.3282 L=96' s=.009 '/' V=1.93 fps ' T -- Total Length= 196 ft Total Tc- 2 5 ' SUBCATCHMENT 2 RUNOFF DRAINAGE TO HERBERT P . ALMGREN DRIUE 6.a ' 5.5 AREA= .66 AC 5.6 Tc= 2.5 MIN CN= 98 9.5 ' 4.0 SCS TR-20 METHOD (4 toTYPE II 24-HOUR U 3 5 RAINFALL= 6.5 IN 2,5 PEAK= 6.02 CFS p e 11 .87 HRS J 2.0 UOLUME= .28 AF ' 1 .6 .5 TIME (hours) 1 ' Data for 2408 UNITED PROCESS 100YR POST DUP1 Page 4 TYPE II 24-HOUR RAINFALL= 6.5 IN Prepared by Applied Microcomputer Systems 23 Feb 99 1 H droCAD 4 .52 000860 c 1986-1996 Aolplied Microcomputer Systems POND 1 EXFILTRATION & PRETREATMENT FORBAY BASIN ' Qin = 23 .71 CFS @ 11.88 HRS, VOLUME= 1.00 AF Qout= 2 .32 CFS 0 12.39 HRS, VOLUME= .89 AF, ATTEN= 90t, LAG= 30.7 MIN ' Qpri= 2 .32 CFS ® 12 .39 HRS, VOLUME= .89 AF Qsec= .01 CFS 0 12.39 HRS, VOLUME= 0.00 AF ELEVATION CON,AREA INC.STOR CUM.STOR WET.AREA STOR-IND METHOD (FT) ($F) (CF) (CF) (SF) PEAK STORAGE = 19695 CF 189.0 14329 0 0 14329 PEAK ELEVATION= 190.0 FT 190.0 23941 18930 18930 23953 FLOOD ELEVATION= 191.0 FT 191.0 39070 31198 50129 39095 START ELEVATION= 189.0 FT SPAN= 10-20 HRS, dt=.1 HRS Tdet= 129.5 MIN ( .89 AF) ' # ROUTE INVERT OUTLET DEVICES 1 S 190.0' On ORIFICE/GRATE ' Q=.6 PI r"2 SQR(2g) SQR(H-r) - 2 P 189.0' =FILTRATION V= .0139 FPM over (WETTED AREA 14329 SF) ' Primary Discharge 12-Exfiltration t Secondary Discharge �1=Orifice/Grate ' POND 1 INFLOW & OUTFLOW EXFILTRATION & PRETREATMENT FORBAY BASIN ' 22 STOR-IND METHOD 20 PEAK STOR= 19695 CF 18 PEAK ELEU= 190 FT ' 16 Gin= 23.71 CFS 4- 14 (lout= 2.32 CF5 u Qpri= 2.32 CFS 12 Qnac= .01 CF5 3 10 LAG= 30.7 MIN O $ LL 6 i2 - -- - - - TIME (hours) 1 CD 4P JOB -� LOG BOX # - - DOCUMF-NT# PAGE # fs f_ SURVEYORS do ENGINEERS: HEMTAGE SURW 1l S, INC. COLLEGE HIGHWAY & CIARK ST. POST OFFICE BOX 1 37 LOCUS MAP SOUTHAMPTON, MA. TEL. 413.• 527 . 3600 FAX. 413 . 527 . 8280 WILLIAM A. Aftws oc - ssq co GANONI LANDSCAPE ARCKrcEGsuRE ENVIRONMENTAL DESIGN COMMUNITY PLANNING O f] CI MAILING ADDRESS: AS "°"�"ON, MA �R TEL �,�s 2�•a s 3�s ' } k SI [VFR R cCANONLAOJAVANET.CDM J EET LOCUS � ' . 0 . BOX k'----) 45 A( , /'4VAM , MA 01001 PROPOSED INDUSTRIAL FACILITY SITE LOCATION : PARCEL- F - 2 — B2 50 HE � BERTP . AL-MGREN DRIVE ACAWAM , MA 01001 PLAN TITLE �c PAGE �D SITE PLAN APPROVAL PROCM INC. pGAWAM p�,ANNING BOARD uj/00 L�` AGAWAK MA c C� SITE SURVEY L - 5 : SITE PLANTING PLAN L - 20-P SITE LAYOUT PLA N L - 6 : SITE DETAILS COM SHEr L - 3 .-p SITE GRADING PLAN L 70* SITE DETAILS SCALE: L - 40* SITE UTILITIES PLAN L - 80* SITE DETAILS DATE: FEBRUARY 19, 1999 REV: FEBRUARY 25, 1999 REV: REV: REV: SHEET NO. awc/ 241Meu01 HS1 PROJECT NO. 2408-990129 WAC PROJECT NO. 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F� 44 ASS -o* 4%-�0 %w : -- 2 le 4:1 f _ or •+.�rrts -.. .. - 1 - �Y ] '�Al ]f OATAPAIKT 604683 t arQ1r_ 6 8 +0 ,LQV1r a+ s. €r II _ I II II II I ! II E ! r s 1 { C { Fq -- i - 1I _ __ -°.-To--�4a.r---�'Ii-�I,;,,1�,,,-I'��!n,,(1��, at 1 -a, {��i m� w��I i►I�I I�I' O o II °;►, i � , mvz, m C Ctli o °p 0o IlIII1JlI!I IIJ II�I(I I!II I I!III IiII! Ii III JiIII1IiiIIII!I�II IIII {� III I III I I III I �. --- 7-�£1 nr O L TN -04 FRo f [tUNITED PROCESS,. INC. 1 F I 0mm 0 1 LDO ALTOSELL1 22 LI NCOLN $ T. t WEST SPRINGFIELD�ERRERT P. ALMGREN DR., AGAWAM RCHI TEC T n ass . veoss MA TITIE T E L . 7 3 3 - 2 6 9 6 OFw1171 ELEVATIONS m i �71, • r- ,-...,.,. j owr.r.e,ffr 604603 #.A I } s I t - 0 i= I ; i t ! � N i i i I' 0- 0 I I � I o n a m ! , n A It i I 1 + I I i i tpp' F� V k I ! I j i Q i i � 4 I � D � 1pu 001 ,- 0- 0 4 0 1 i � O r i 4 r ' � p € � Q r _ �..._ x - - 4-v 4,= 13 Al 0 PROJECT w D • a a. i v UNITED PROCESS, INC.IfLD 2 2 rm D D LI NCOLN sT. , 4 o WEST SPRINGFIELD Wed HERBERT P. AEIGREN OR., AGdIAY, 1�A R C H I T E C T M ASS . 01089 s� m rxi T l i l E T E L . 7 3 3 - Z 6 9 6 CROSS SECTIONS �+ a _ •:�� ~��h.a[.bjeYw[.gig.�...r�er _._-.. j f SURVEYORS & ENGINEERS: - j WESTMASS AREA DEVELOPMENT CORPORATION HERNAG BOOM 5368 PAGE 345 l PLAN BOOK 291 PAGE 104 SMWYS, INC COLLEGE HIGHWAY & CLARK ST. 11 � � S59.46'15 'E --� S58039'15 It --�- POST BOX 1 • i I — I r 392. �s' • ._ SOUTHAMPTON, MA. ! i.41 f TEL. 4 1 3. 5 2 7 . 3 6 0 0 FAX. 41 3 . 527 . 8280 WILLIAM A. 1 1 r! i ! \GROUND ® TEST PIT = 193.1 t J +r kCA��N ` �1 11 I I I ,� c ti a •'�;, •+ .tir: EAllbarl'llil� � ' 3 r • � . i ! 11 I j + i NOTES ,,y f coM �PLANNING 1 ' UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON OBSERVED r r r r \ I GROUND ® TEST PIT = 192.5t 1' wsnimmili rr, MA 0,021 SURFACE FEATURES AND AVAILABLE RECORD DATA AND ARE APPROXIMATE ACTUAL; _ .. ` .°.; '... r ,NX 413-617•6sei LOCATIONS SHOULD BE VARIFIED WITH THE APPROPRIATE UTILITY COMPANY AND f , OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION. V! + j i I - ' I / - ,- s I I ,'a 'I� .-.° "...s-g","'^,' •k?8,a -X'• ""'., r � ,,.' R: - r-' 1 / 1 1 co cv jo r • 1 ` - �o m r ► ,r �► PARCEL F 2 B2 AREA -- 6. 266 ACRES r f/ 2 ' WESTMASS AREA DEVELOPMENT CORPORATION co rr . 1I ► ; r ! �� ; BOOK 5368 PAGE 345 ,' p _ PLAN BOOK 291 PAGE 104 Aw 113 Gi GROUND ® TEST PIT = 192.6t i f / OD r tajo N ` r r r I / ► `" I / lop f NV. OUT 24" RCP=187.35 i i O I i ,1�\ .-'�/ OF r r r` Q J r � 1 � � i i , • MiUC� r J /,f, 1{ 1 I I I at / ' ♦ }./ A. ell X 'cv ' WESTMASS 'AREA DEVELOPMENT CORPORATION BOOK 5368 PAGE 345 _ '' ' _ -- PLAN BOOK 291 PAGE 104 ! I INV. OUT 30" RCP=186.90 ` , �'�- /'h�� ' ' ` I INV. OUT 30" RCP=187.00lo \ I / -,\ 7 ! ' eUAK •'' I ? ..• ,<, ems .- \♦ �j �, \ r0'PINE 1 l..- ^- /' _ /'` � ' '/ ram, � ;� CLUMP J ♦♦� r 10104K / '♦'i \ i � 12'CaMf ♦ � \\` ,� � ` \\\\ 121PINE ♦♦/' — i / 1010AK `f ,T y�•._ , ylr ' Ilk e 12�4K ti i ` ` 1 `' ` ` I J/ r err� ///♦ / n $... r+S - +arm-� •1I T � \ rr r ' { r � r r / i rr • j _. ... , 'gO _ �� i y ♦ � rrr ' /'�r�' i '� - - •:-�« �.;_ . 1 . INV. OUT 12" RCP=187.54 lea `+ a7 1 _ `' j t ♦/ _ fig + / "I i ` F �M itr e4r3F //,/,. ` 3�• ~ \` . \ i C.B. `{ \ �.« �� ' \e , i v , • m -INC r•; r . q 1/�� r� '�o i.�' , RIM=191.49 ti ` ` �' r t'• ' .:=a _ s. r , " 11 �. -.! �: INV. OUT 12" RCP=187.79 `-__y� I 1WIN . .�� ` r �`` �� ♦_` �� I 12.0AK 1b F r' „xw,':,i r .: \fir`~ `\ `\ ♦� � - � ~~ I r\ r sr s "WAK IM ' :i a I __- �\ `• . ,`fit \ I ``;-4 y - ~ ``` • \ '_rti`` y rye, ,e 1� 'i'` i ''s . . ' •., ys, krc. yr',`-'�x,,,}-a.. J ` ` '►'_ +_ 1 I --r I .F IK^ r - {. a -"7� $3 4' 01 �r `~\ ~ _ y'r~` -r �r`_`- _ _ `` _ ` i + 1g,' - I ' a `'r `'I' ,' s'' - - r, ',4s'ldi vi :w,0 •, } - r ' _!� `` `•,14r•-sww, __ r09 I ,r'r _ ~►,+ ` _ _ ` ` " _ - yr , O * \a __ 1 - - �: ; r.'� �: . r-•w..,tir', r :•x:a •. „w:r,:f;:=Mi'"i'' "#{•'" .,• rt ..,.F.Y._. .a.i.,. ` ~~~` ` _ -ter �` L� -__ L -- I Y k 1 r.,,- '.:o.., .s•'' -- - -i. 1^'' i yr'lJi; ,�R'•'y '. -.''-... ' \` w ' y \ 1 ` ti w' ~` 1` ~ , ,� I / --I r i i - i ,. -i a:,: - - -'6 - ^L y, i t• ir:,ah S'k"4 ol .. Y., ` `� ~~rr_y- ti~~ -' ` ` `~ ~~ ~ -~~~_-_tiy~ `r-~r ' '-- „w,s _ ~ \\\ \J // '/// .--.... • -•p'4,'.,^' I z. _ - '-- h' i1 3 - - • -r '. •-x >M_=. -- ``A \ r r _ ~ ~y' `_ ~ _ _ ~__ "w`••' �� +,. , —_ - ; -191` \\ ��'� - -.-.�.___--__-_ /' r . _i i t F:Mj' "e'•[N" _ . _ - `,r ' •- aN-T, '3 . I' ,K -top"" _ -- ~ _ — .-- TOWN OF AGAWAM -_ s _ _ ~~_ - , `---�. - _ i _ _ -__- -190 - - - -- -- -- - ----- 3p WIDE NT SURVEY -- 1 _ - `189 - __ E EASEMEY+t ` ---------'? _ - =S - ~,- ``'`---�_► - ------------- ----- �!:__��=r_-,�,..._ _.... DRAINAG 3 LEGEND _ -. -�, _ _-- 'szs '� - - •"�'�'- - R 64 -189 -----________-- — ,r ; • ;. r. PIPE FOUND p 1 b tD71 - '----_�_-~rs L - _�! x.�� nori` - _ ___ - -- _ -------- IRON sue. ____ _ y _ -_ _.. -_-- -__-________ -7.6 p _ +�►ER S711J3 �� 411f -- ---192 ---- ---� -- s CONC. BOUND FOUND oOTD /'"/'/ • - --___ __ ----- TEST P!T r _ — - - - 's3.51 192+pep�, „_ 1s _ ,41• p ?, y I. DAT �� 19� 1999 y C R �-,,� — _ 1sx:s a• J�wc s+wa -----192------ _.__ HYDRANT T ~ _ -� ,.,. ,s,.,: _.... ..�... ---- ---- -- , ' Rev: � f� WATERGATE m /d - ` - . _ ( — _ -� ,rrr.� S.M.H. a.; r .4 4 ; — ` — — 1sa.+a --.___ _ 193 ,s263 RIM=191.91 ,```, , �; , ; ;.,�, : .; CATCH BASIN/MANHOLE/STORM nF.A1N ---�.�-._._ _ _ _ ----.�.- --_ _ _ A L �G _ ` _ _ - " y RE — _ ,z+lw r INV. IN 8 PVC-181.01 _ { r �, ' = REV; , MANHOLEfSANITARY SEWER -- --- � -- ._._ - - � .- _ __.�-�-�--�� - _ T+ EASEMENT LINE f � _ _ - _ . _ _ -) I WATER LINE UNDERGROUND TELEPHONE . . .w.w. . . — . . _ . . . . . . .....- . . — . . _ . . ' : , . . y :. . . ¢ x� ► UNDERGROUND ELECTRIC — ------; - -- - - -- -�- - - GAS LINE _ _ _ _ _ r ; R1M=1.93.39 +.. . <r"� %s� x..r"'� M !� • T� �,A 'k�: �� .,,,r is �G,:t�}A .ic i!!4 ski N smw W.' 1 CONTOUR INTERVAL _..__-_-____ ___-_ --- ---- -___- -- INV. OUT 8" PVC=182.54 5' CONTOUR INTERVAL -_. •- .... ____-- -- -- ...-.,� ..r.�_ '' I' 'wp q 4 t r HSI PROJECT ^9901SI F ,k a, WAC PROJECT NO. Ifa387-9$a016 „ •n1: ' . - S y- j ►'►f 1.7h. h' jd''•i 7'n... , r"c.a�.., .gs�y^µ't'?psi.sip SUlivlyuoS & kNuilk0s: H E1tI' AGE f GRAPHIC KEY 1 18! 1 T 12' 18 �1/ E Jl S, INCs `. 1 EXISTING f WESTMASS BOOK 5368 DEVELOPMENT CORPORATION EXISTING TREE TO REMAIN • 1 i ! PLAN BOOK 291 PAGE 104 + OOS�T OFF EHIGHWAY BOX & CLARK ST. i I � ,G � souTHAMPTOIV, MA. ExISnNc TREE To BE REMOVED TEL 41 3* 5 2 7 . 3 6 d 0 . 392.16' S5T46'15"E 10 `— ' FAX. 41 3 527 828d 1.41 S5 3915E --� O IRON PIPE FOUND .� i o CONC. BOUND FOUND _ + j NqF 6' WIDE WATER Ol1ALTIY SW — - TEST PIT j — SEE GRADING PLAN BUILDING SETBACK LINE HYDRANT , WATERGATE WILL 1 A M A. CATCH B W/MANHOLE/STM MIN r / r•r y- —f �- � � r O MANHOLE/SANITARY SEWER l I � N r EA�S/yEM�EN�yTLI�N�E' CANON 85, I I I 55, NEW J GROUND 0 ?EST PIT - 193.1# I FUTURE EXPANSION AREA I 90' I s.F. I I bE1�UL fro. 'IIIIII I (30,000 ) I I I PARKING f � I �� SEE SHEET NO COMMWNITV ruAMNrNo 1 I l EXPANSION-24 1 0 0 0 25 BOTTOM OF EXFILTRATION I I O SEE SURFACE SCKMA1, I I I (6,852 S.F.) I GROUND 0 TEST PIT = 192.5t I 1� � SERE .GRADING PIS I I I I + ACCESSIBILITY PARKING , �� 44 1 3.5 w 7-: a s i j I I I SIGN LOCATION ACCE 'IY �PARKRIIG cJwar�u��.uwAw�.caM A I I ° SYMBOL LOCATION I ! I I I l 12 5` 12.5' / BUILDING ENTRANCE LOCATION ` j j 1 I I 11 + • LIGHT POLE 6tATION (SET E �2 OF FOOTING 5' FROM EDGE OF \I- � N PAVEMENT) : RENZ AMERICA COMPANY, INC. �" BOOK 9101 PAGE 378 I I I ( I _, HP HIGH POINT PLAN eoox 277 PAGE 32 � � f I I 3 I l I I I I PAINTED I 10'R "-, 10'R ® ACCESS- SEE NOTE • 1 '� , , r I I c � a q 4 ; FILTRATION BAST CONTROL4 AtCApO Yj STRUCTURE AND 30 L.F.-15 - I I a RCP CULVERT I , ,. ,I �I,� �,�, ,�..�., ;, . P. � x . r VWE LAND USE DATA AND DESIGN CRITERIA = I v j { 1 10 ENTRY 8 ■ ZONING: DISTRICT INDUSTRIAL A 5'X1O 1 WES�IASS AREA DEVELOPMENT CORP. SETBACKS: 75' FRONT/25' SIDE AND REAR I r , FRONTAGE/PARCEL AREA; 100' OR 40,000 S.F. MIN. ,. �Q 6 4 �' PLAN BOOK. 291�PAGE 104 BUILDING HT: 2 STORIES OR 40' � O $ NEQ/B� WALK— ENTIRE LENGTH —7 '�" oo �., BUILDING COVERAGE: 50% OF PARCEL. AREA MAX. ! � � FIN. FL. £LLV. ,95.50 TYPICAL -WAREHOUSE �� ■ PROPERTY NNE AND TOPOGRAPHICAL. INFORMATION COMPILED FROM SURVEY PUN l ® 0 �' ENTITLED 'TOPOGRAPHIC PLAN OF UIO IN AGAWAM, MA PREPARED FOR UNITED PROCESS, INC. DATED FEBRUARY 3, 1999 AND PREPARED BY HERITAGE SURVEYS, + i INC. COLLEGE HIGHWAY SOUTHAMPTON, MA. I � MOWINGSTRIP—TYPI COMPACTOR _ tLIM ot ■ LAND USE DATA._6 0 PARCEL AREA: 6.266 ACRES 32 L.F. j — Lit 10'Ri NEW BUILDING: 48175 SY + LOADING DOCK1 4 30 000 S.F. FUTURE EXPANSION 9 I TOTAL 8,175 S.F. Bill AREA 28.6 LOT COVERAGE) 10`R LIT POLE PARKING: 44 CARS TOTAL '" :. .:: 'S N �} GROUND 0 TEST PIT = 192.6# �" "� — MAX. BUILDING HT: 20' WMEFIOI�,,E, 13`-4 OFFICES ENT fOREHAY U, �. BASIN— BOTTOM L:1.E11. 189.00� SITE IMPERVIOUS COVERAGE. I t 1 + 5 11 PAVED WATERWAY TO BUILDING 78,175 S.F. , 00 ` a: 8'R LEACHING CATCH BASIN 5 - BOTTOM OF WATER PAVEMENT 39.823 S.F. f - ' TOTAL 117,998 S.F. 43.237E r s I OVERHEAD DOOR 1O � — QUALITY SWALE— TYP. RE4UIR1:0 STORM WATER � AT GRADE —7 PAD 4.5 R I 25% OF IMPERVIOUS COVERAGE NOT REQ D FOR DETENTION . 29,500 S.F. � ti NEW BUILDING do SITE I�iPERVtOUS COVERAGE 1 F {T 1 —r 9 , C IMPERVIOUS COVERAGE AREA REQ'D FOR DETENTION 88,498 S.F. 2.03 ACRES I 11 4.5'R f I ' ■ PARKING STANDARD (9xl$`) 50 A ' ACCESSIBLE 3 „ 9 I 1 ,c�n TOTAL 53 10' 18 12 12 O 1 FUTURE 24 (ONE SPACE SHALL DE HAND. ACCESSIBLE TOTAL BUILD OUT 77 :. k ` f j �— 1 \ r M ISTING 5 fR OR 8 TYPICAL 6�ouc '+ '� ■ EMPLOYEE REQUIREMEI'IITS 9 NEW CONSTRUCTION, CONTRACTOR SHAM I --7 5' — "' 4 =t� , B TRANSPLANT SMALL EVERGREEN TREES AND I u, FACILITY OPERATES ONE SHIFT WITH OCCASSIDNAL QMETRflIYIE. CURRENTLY 28 PRODUCTION 1013NE CLUIR I lovwx -., + EMPLOYEES AND 20 OFFICE STUFF, 48 TOTAL. PROJECTED GROWTH OF EMPLtIl W OVER - _ BIRCH TREE CLUMPS AS BUDGET MAY ALLOW. SEE PLANTING PLAN SHEET 6 FOR PLANTING RAMP 1"/FT MAX. ' > NEXT FIVE YEARS IS TWENTY PERCENT. AREAS. - PARCEL NO. F-2-82 ` 1Q J+�' �`,2aec�� "= �' S�R . R PARCEL AREA 8.M AM � ENTRY —7 — _— `; a, , 12.5' I I , (272,945 S.F.) i , PI7TYP. ° 0 ? nary y �+� ,2OAK �:� ; TYP. [ION N(M ?, �$1IKESS OFFICES ` e'auus ;WALK PLUSH 0 a, 4 0 UGW �E GL:NERAI. - .- CID ENTRY PAT] ao 1 -� 1. ALL MATERIALS AND MEf FIOD6 OF CONS 110R!( S COiIIIFbRM 0 i I " ;1 '� 'STANDOD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES`, THE COMMONWEALTH OF t�1J � '.• 12'TWIN arx i �+ i a!I �{ MASSACHUSETT'S DEPARTMENT OF I URX WORKS, 19TI EDITION, AS AMENDED. , •., N3 `� �D �,—— .` �\`2• ; �,� W AN ACCESS. SIGN 5'R C f INC K��w ,0 __ 5 X5 = IA+G 5ET$gCk r a ` r <, 5 R � - � REMOVE ' 2. ALL EXISTING COFIOITION5 S'kUBI.I BE VL"RIFiED IN THE Fl�l� � THE I�kr'TRAC'f�. , y• .� " uvr - -t 12 ANY DISCREPANCIES BETWEEN THE PUNS AND EXSTING CONDITIONS SIWl BE Sr0'B /30R '-- 12'0 $ _�,`" ? ` RESOLVED PRIOR TO BEGINNING CONSTRIICTiON. D WHEEL STOP- ,�- -> r01" PH , r � � 1e�PRUCE 3. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASL:'1� UPON OBSERIIEO AQAWAM, MA SILT FENCE LOCATION � --�_ _ TYPICAL — 1eucE�.—�,\ f `u i ,�1.. �c�� ., SURFACE FEATURES AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. ACTUAL. '' —_' LOCATIONS SHOULD BE VARIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/ TYPICAL ! 2�'AEO �I11E REMOVE TREE LINE FOR CONSTRUCTION �,ISH ' REMOVE TREES 24� i OF GRADING AND DRIVEWAY ' . 10> o 18"RED SHE 12- 1{' I OR MUNICIPAL DEPARTMENT B'RK3R TO CONSTRUCTION. + K 1s�,rrE 12' 12` SIGN OCATION AS APPROVE) BY OWNER4. ALL WORK WITHIN THE STREET RIGHT OF WAY SHALL CONFORM TO THE TOWN OF xA ' �_ — r — `, • 3ANE 'ate 1 SILT AGAWAM AND WESTMASS CORP. REGULATIONS AND STANDARDS FOR CONSTRUCTION. - s Ar SIGN - TYPICAL 5. ALL GRADE TRANSITIONS SHALL BE SMOOTH AND ROUNDED SLOEWALKS SHALL,, Tam AGAW 14 i HAVE A MINIMUM 1/4 PER FOOT CROSS—PITCH. E a -- --- -- s. DIURING CONSTRUCTION AND AS FINAL SOIL STABILT7ATION ANLIISLLTATIOr/EROSIOIi Sr'I`� LAY= PLAN ' RA1NA �EIyT 8 8 2 5'X5' T1JYiM { p'WAIVI TECHNIQUES SHALL BE APPLIED 1N ACCORDANCE WITH THE SPECIFICATIONS IN `. LF 7g' �~ , �� 5 X10 2 , 3p` WIDE "GUIDELINES FOR SOIL AND WATER CONSERVATION IN URBANIZING AREAS Of ,. is, y, _ —_— MASSACFIUSETTS", USDA SOIL CONSERVATION SERVICE AMHERST, MA 1975 FOR . AWE �EUEW THE FOLLOWING;— SEE CONSTRUCTION NOTES ON SETT. L-7. .� . ?> >,_ —`• j}D,,_ .� -auc r� 7. ALL SITE COMPACTION OF FILL MATERIALS SHALL BE IN ACCORDANCE WITH THE SALE 1 30 s ® `�VF ~ „' ��. A 4.� APPLICABLE PORTIONS OF SECTIONS 120, 150 & 170 OF THE M.D.P.W. STANDARD ® SPECIFICATIONS. ALL TRENCH BACKFILL AND FILL BELOW PAVEMENT SHALL Mf DATE FEllitllARY 19, 1999 ..,. .,. COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY ACCORDING TO STANDARD ASSHb REV: FEBRUARY 25, 19" � TEST DESIGNATIONS, T-99 COMPACTION TEST METHOD C. © ------- REV' MARCH Is, 1999 8. ALL PARKING SPACES SHALL BE 9' WIDE X 18' LONG WITH r WIDE PAINTED LITRES. 25' LINES AND HATCH AREA 0 HANDICAPPED SPACE'S SHALL. BE WHITE. REV: P HANDICAPPED PARKING SPACES SHALL BE 8' WIDE x 10' LONG WITH STRIPED ACCESS' - ROUTE AS SHOWN & DIMENSIONED ON THE SITE PLAN. i REV: 50' Lf. 15 RCP I f L NDS 51X 0 STA 0+15 1 : r . F 3 :s,•; NEW DRIVEWAY MID SHEET W. � REMOVE E�STING ; h �t� 1 �w , , ,i HSI PROJEC? NO.. 2408-990129 t. CURBING. , LL CURBING k, °�" 1 + r, WAC PROJECT 10. A3s7-99.0125 F k F 'S r- i ,� _R.. .�� ti ,�', l 'i r. . ' �}*,KT•N. r G�I�c KEY SUR"RS & ENGINEERS: � HEMAGEEXISTING r f BUILDING SETBACK LINE "ms, nqco +r r �`r r r r ..,.,,, ... . ` 3192.16' S59'46'15"E --s PARKING AREA E S1fNG TREE To RIrAlA1N COLLEGE HIGHWAY.. .,.., ` � p & CfARK ST. I41.41' SS$'39'15�E -�� p PIPE FOUND POST OFFICE BOX 1 4ormr r CONC, BOUND FOUND SOUTHAMPTON, MA. TEST Pu 'MNAGE SWALE _ _ -``� -9I 1 �_. _ _ - - - - - - ------•--� 1 1 � r TEL 4 13 , 527 , 3600 ® FAX. 4 3 527 . 818C 190 ! WATERGATE rr f f r ll� I f i' 19J 191 \, ® S CATCH BASIN/WNWW= RM DUN 1l9.00 i BOLE/SANITARY SEWER IS9flb �� _ ._ �N - - - - - - - - - - - - - - - - - - - - - - .� � �� .n � EASEMENT + �' �- 19s:oo�" 200' r 't,r�. - - .� r ..�. LINE W 1 L L 1 A M A. PROPERTY LINE rr rf i II J IIIOQ.fo GROUND Q f r�/- { r - ------------------- I' 'fE�T PR = 193.1f ARE EXPANSION AREA I `� CONTOUR INTMAL r ! r 1 ! r r I i 1 `�.. --- -- _ r 1 - t 5 CONTOUR I �' ! f ;r 1 ; I' rr � \�,� � � � � � ' � -, � � �°� sPor EL!_vaTION� r E f NEW r� I r 80Tf4NA OF EXfILTRATkflN $ASaB\ f _____ - , r { FUTURE PARKIN 1 r r r I I EXPANSION 1 oo�m CANON ELEV.=]89.00 � � I i f I 1 - - SPOT GDATION GROUND 0 �TEST PIT = 192.5t * I 000. �'��'#M TOP OF CURB ��NMEwrAL ca+ow BOTTOM r uNmr rl�t�iwto CONTOUR LINE CURB LINE " rrnr+ ar> r LMN"SKOK MA 07027 ACCESSIBILITY PARKING U- • 1 3.5 2 7-4 5 3 S /` r I 51GN LOCATION FM- 4 1 3. 5 2 7.0 3sf cAN0NLAv.IAVANrr.cW a R' ' I�9.00 { r � � � 12 I + 2 5 p ACCESSIBILITY PARKING . r I �•oo �----- � � " � a � i I rr rr 1 �+ rrr rr r r, } 81 • r ! r r , } , � �A18OL LOCATION Or p E 1 1 I f it _ l4UIlD1fVG I:N MCE tOGq N sm OF � mM I r f i #� i rr { J' I l310 - I L1GHT POLE LOCATION rr Q rl - �r I JI4 OF Q, t I __ I Tc In70! SEE oETa4 N0. ��+ +r f w rr f IPtI 1 f ��3 ` r I Tt t0i5d I 19 $ICI NO. ?� 9RZ10E ' r o A. / t V SILT FENCE' LOCATION 1 r 9 46 . `� ,- � � �' . • ! r �•1 r rDIRECTiom OF FLOW ' � I EVILTR?APION EERSIN CONTROL STRUCTU r1 1 rr -_ 1 S41 s9soo f I`dS 193.t0 �i' 1 i 'tt LAtA RE SL 1%TV. IW. OUT 189.50 + f ' NOTES r r � r 14QOfi I CNN r' rr r r ' i 195.46 1¢3,10 R t113.10 1• SEE SITE I.AAIw1 . I' t110S Tpj NEW BUB.DIN(3 �� 2 PUW FOR GENERAL CONSTRUCTIm N01ES. ' ALL SITE COMPACTION OF Fy r I r r f + r FIN. FL. ELEV. 195.50 aP SHAL,L It IN ACCWGA�'.M N THE t ! r + 1 19 r R ARLE PORTIONS OF SECTIONSS 120 150 ]70 OF r y1 OF RIP R4P r ff ;r i1 ! r' rr ts�os�s WAREHOUSE 1 I CPECFICAPONS. ALL TRENCH BACKFILL AND FtL �O1 PIE �I.D.P.Mf. S7IWDAR[3 � OF 1.5' IfT. + � ACTED TO 95% OF PAVEMENT SHALL THE MAXIMUM DRY DMTY ACCORDING � �i1C � ' ` TEST DESIGNATIONS, NG � HA I NS, T-�99 COMPACTION TEST METHM C. TI? STaNDwtD �� RO iC 191.00_ IC 19200 �>i15E► 4. It 19L70 ip, PBEWATMM F IY COMPACTOR 1s4. - y r r 100.47 i10.14 _ � 1 _ SL 2X _ ._ � _.-�f.� _ 143.10 I 1 / � �� T}'I SAS �. . r r t I r set ro ----�-� rC 12.7� ELEV 195 4OO ATPROPERTY N � TRANSITION- �r rrr i , 14Tt3 1 _ LOADING DOCK ~ 1 rn LINE r � r s i t PC 19030 1 1 { ! GROUND Q TEST PIT = 192.6t I 1 ,w ,r fl rrr +tl1 I rr ti3Q tc� u �b + I 3:] SLOPE 1 2!riP. ac 1lIM 1 to n t!1.07 IIL I9!i1 r A" R 1 " r r r r f r 192.t0 r9o. t r 13 �,' �r rr rr !f j �f r t9L41 Sg �, ,' I ` OVERHEAD DOOR $ACHt! -AT GRADE rr� '1 1 l S l tp 3C 19-00 � i 1 r I _ - 195 �' H 193.40 11 1 1943Q , TC t '. t ��. 6Z� o T FENC r � \ LOCATION i1P / ' / y �' ' 4 TC lux �° 1 10 vi SLOPE WALL( ]` ' sat MAX. TO 6+1E - e _ ..... ...- - ...- - _ - _ _ _ � PAVE.�� ' / X 195M ;'C MOO i N or• �: �97 ` BUSINESS OFFICES --, ,- " -�.; ' s 2%PP. RN. FL. ELEV. ]95.50 _ - -,,_ __; MOD 194 70 � P � - I�R4G� 1�11. F-� �g�10 iC 194.90 AREA 4 ror�sor �S) 1R ] SILT FENCE g PARCEL B.2fiS $ e �� LOCATION uilDlN� 19s46 I (272,045 a r S.F. $ i - - r i _ - - 1C I94.J6 5 t 1 - - 147 y TC 194.40 .\ NV. OUT 12'RCP.18%Ss � I :1 1. ` - �- 1 ` 1� \� �~' rr AO .. r N1a0 iC f9490 ' a+s;. . -Twgr-�` ~_ &I SLOPE ' I I wV 103 199l 93� ��_ _• _ -� - try `_ 192 .i _ . - � - (iN( ,yd R •1h q, C.B` _ ` c ` f 1� C9 Rru.14i.49W y y' ! WPM PINE i � • f 1 CFI ARV. OUT 12•ACP.Id714 4'� �`^'�/ 113Dp iC IN.10 Iq p ' 1 �z - _ y` 7 89 9 0 f1E3 _. I _ I SILT FENCE 3 4 R�g20 � - - _ '^ `� ---_--- __ ------ )AA - _leeeo ter20 LOC, P-ON r �'. f, _'1CiIf T\ri�l - ` RE- �gran A1r �! ��a• �1 sgFP - ~- 1 Jv I -- r --• ^�w+•'J�i�,� N . 103.99 _ - 192. 8 1 .3:T8 r Q 4 r93.+0` 192.30EP 192 16 EP 191.95EP- �91 85tE?_1 9�_ l91.7,Ep [ ` r t"R�^, .7V+'11.6. 30 .9,. r 87 3 192 25 S.M.H. f ' " � Ft BRUA i , 9 ts2.s3 f ; : .� .:o i FEBRUARY 25, 11�9"9 i ® Isx.l1 INV. IN 8"PvC,181.01 f ,� .. , /}�y } � Y.r}..'L:y - rim•• ..�,f V lNV. OUT 8" PVC=182.54 50 L.F.-150 RCP CULVERT 4 WTH FLARED END'S SURVEYORS & ENGINEERS, r + GRAPHIC KEY BERffAGE j EXISTING SURVEY'S, INC. . 1 � EXISTING TREE TO REMAIN COLLEGE HIGHWAY do CLARK ST. POST OFFICE BOX 1 ` 5OUTHAMPTON, MOM S58 39 1 5 E S5946'1 5"E •, O IRON PIPE FOUND .. 392. 16' - f 0 i,40 El CONC. BOUND FOUND TEL. 4 1 3* 5 2 7 . 3 6 0 0 i TEST PIT BAN FAX. 41 3 . 527 . 8280 PROPOSED MIDRANC VM GATE 1 I i f i _ 1 - - "�� _ - •I WATERGATE • r L ^RWN � -19 _ \ CATCH � � DRAINAG r~~ ---_ � w 1 L L I A l A. 194 AMHOLE/SANIT4RYESWER EASEMENT LINE limb PROPERTY LK Srs9.sx► -r'"' - I' CONTOUR INTERVAL � f I I i { i t»sav "N' r - -\ ; 1 - _ ._ -- - ^ -- - 5' CONTOUR INTERVAL 1 1 { ! t \♦ { I -`�`-�__ _ r•- - II gOQ00 SPOT ELEVATIONAUJ�N 1 i 1 lr 1 GROUND 0 TEST PIT 193.11 U006CWt Aied MUft Rt r 11 1 � • I { .. . + r 1 r , ♦ I { 1 4 NEW fLf1vMlON1iAENTAL Dd10M I € I ♦♦ j I I I I ! camm Nr'rY PUNN1N0 r 1N\\ y i i aomao SPOT ELI:IIA110N o n o t SOTT01�1 OF EXFILTIZAT�ON ♦ I GROUND 0 rrEST PIT = 192.5# � 11l� weRr►sxr+rea+ slltesr I I I ♦ I ooaeo TOP OF CURB `I ooaa0 ;,r 06. 7 a3li � , 1BTTTTOM OF CUB FAX 4 1 3- s 2 7*a s a i f r f ! \ I I I , COW" LINE C W40NLA0JAVANCr.CQM1 f I r PIPE BOLLARI) r \ I I r f i i t ` I % I I • 1� it i i i PROPOSED \`\ { J/ i i I I CEATERLINE 6' WIDE LOGATIDN I + I EXnLTRATION BASIN 11 / { I I WATER QUALITY SWALE ABILITY PAMW (SEE DETAIL) SIGN LOCATIONOF ACCESSIBILITY PARKING A. 1 1 I 1 11l9i1a r 1 / fug MBOL LOCAl1ON Comm : OD 9 , No.2M �- / BUllt}HNG ENTRANCE LOCAhO�i Jdo 1 W LIt;}fT POLE t10CA?ION calla it SEE DETAIL NO. - - I r a' (� ! M + , \\ r'-r r •f.73_ ' J SEE SHEET NO. s 1? < < 05 f 1 or �\ ~\,vl J 1 DIRECTION OF FLOW OF M RKMRD •�i : ' � 1 r i + � i I � ' NOTES SILT FENCE LOCATION ! I r MAO CIXOnPtL�a�STi4VC�iURE � ,' � I�•IIII� -YN + I RIP +W .:�,�• I e oRIFlCE IH / 1• SEE: SITE LAYOUT PLAN FOR GENERAL COMM NOTES. i i ! 11. I Jrw. - 190.00 r t INK our - 1".50 � . j r rrrlr ovr + 'NG 2. ALL SITE COMPACTION FILL MATERMLS SHALL BE a OACCORDANCE TFOIEfrf�D P WffH: ANC Y�*, EXFILTRATION BASIT! CONTROL,STRUCTTIRE + - 1-*.00 (s iE DETAIL) rj $L�� ' / APPLICABLE PORTIONS OF SECTIONS 120, :I INV. OUT 189.50 i i i r FIBS. FL ELEV. 195.50 , 3 SPECIFICATIONS. ALL TRENCH BACKFILL AND FILL BELOW PAVEMENT SHALL BE : r WAREl SE COMPACTED TO 959 OF THE MAXIMUM DRY DENSITY ACCORDING To sTANDaRD ASSHO C44AQ «.,. TEST DESIGNATIONS, T-99 COMPACTION TEST METHOD C. ! � I , + t 1�• COµpACTOHt GENERAL CONSTRUCTION NOTES V. r f I. ! W 0, + I r �`- vim', 1. ALL MATER .S AND METHODS OF CONSTRUCTION WORK SHALL CONFORM TO THE rt�_ ,, .,t• I I 4!+ f "STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES", THE! COMMONWEALTH OF LOAD ING DOCK • ! ! r r 1>tuoo + MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS, 1977 EDITION, AS AMENDED. I rr`rr GROUND 0 TEST PIT - 192.6# ol PRE- �`-~�-`� ; 5 I 2. ALL EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. i TR�FENT -, f of ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS SHALL BE i i FOREBAY '•♦ f ;r - f �, / RESOLVED PRIOR TO BEGINNING CONSTRUCTION. n• - + ' I • i l� i Lt. Z i i \� ,r--.� OVERHEAD DOOR �� ' ,. : 3. UNDERGROUND UTIM LOCATIONS SHOWN HEREON ARE BASED UPON OBSERVED - ' i i .' AT GRADE '. .' / • ; SURFACE FEATURES AND AVAILABLE RECORD DATA AND ARE APPROXIMATE. ACTUAL ,. ,' '\. + �• ,'' ,•' / / �'� ,' LOCAT�IS SHOULD BE VARIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/ INV. OUT 24" RCP-187.35 1 iJ Z O '� i �� ' -__ �! \`.�-yy- .1g�, ' /� OR MUNICIPAL DEPARTMENT PRIOR TO CONSTRUCTION, -----.` 1 - ` i I i ►� p i ��- T i i . ,. 4. ALL WORK WITHIN THE STREET RIGHT' OF WAY SHALL'CONFORM TO THE TOWN OF ! I 1 ! AGAWAM AND WESTMASS CORP. REGULATIONS AND STANDARDS FOR CONSTRUCTION: i "1 T ! 1 J O 1 + 1 /' ''� I 5. ALL GRADE TRA#rIS1110NS SHALL BE SHIM AND ROIR+IDEQ. SIDEWAIICS SHNl _- r° - ti, �' HAVE A MINIMUM 1/4" PER FOOT CROSS-PITCH. r 6. DURING COWMC7 ON AND AS FINAL SOII. STABILIZATION ANT&TATION ION r i i , I ' / ��'Y• ' TECHNIQUES SHALL BE APPLIED IN ACCORDANCE WITH THE SPECIFICATIONS IN ` ` `� + � �� i i ``-\ .�•- r ; / /,��•,' � , ' -- � "GUIDELINES FOR SOIL AND WATER CONSERVATION IN URBANIZING AREAS OF `. INV. OUT 30" RCP="#86.90 �`, ; f -% . /� ,• '' ' • ' ,�• IIIASSACH THE FOLLOWING:-- SEE CONSTRUCTION USDA SOIL CONSERVATION NOTESSdN�SHT.�LH-7ERST, MIA 1$75 FOR INV. OUT 3H7" RCP=187.00 ~- - _ - �'; _r19r! STONE APRON , ' I �� r"""' ♦`\ f � I �� ' �, s 7. ALL SITE COMPACTION OF F1Ll MATERW.S SHALL BE IN AOCORbJWdE 1MIYFI THE � ` . . f I r, APPLICABLE PORTIONS OF SECTIONS 120, 150 & 170 OF THE M.D.P.W. STANDAARD j ,,� 4►E SPECIFICATIONS. ALL TRENCH BACKFMl AND FILL BELOW PAVEMENT SHALL BE rt \ram \ \� . f �. - _ ;:. `�� I r �' -' -" '- - � !'�!�' COMPACTED TO 95% Of THE MIA)(IIfIUMI DItY DENSITY ACCORDING TO STANDARD ASSHO . „ - �.;• .� 18 R.C.P. - CL IV ' f 1 ✓. 1 TEST DESIGNATIONS, T IT9 COMPACTION TESL IdETFKIO C. WITH 8 CONC. CAP �� r ✓ r- ,!f ; . ;, ' , BUSINESS OFFICES ly •�� - ,INV. OUT .gyp �� 1 4 .-' ,,I / FIN. FL. EL.EV. 195,50--r-.�',�: � Ij. ALL PARKING SPACES SHALT. BE 8' WIC X III' LONG WITH 4' WIDE PAINTED L!>�S. \ !,.' LINES AND HATCH AREA 0 HANDICA�PPFD SPACES SHALL BE WHITE, �c1I� _ 12 RCP=187.54 �a5 ,c /o��' /o`�J t ; ! _- , ° �•�.� `•� �90 �8t r ! Q�OP�F' ' "- ' � HANDICAPPED PARKING SPACES SHALL BE 1! WADE x 18 LONG WITH 5Tft AOCES$A'�/ ` Q� � ► , ' . �'=•-'�.- • ROUTE AS SHOWN do DIIrfEN510NE0 ON THE SITE PLAN. U'�,�'� ?'C. OI r ` r'Mw\ 1'``8` ` �h �`\ _ 1 `� IQ�f� i + i/'_�_�'+/ h �'► VV ? \ �7 ^V ;r `rr \\ ��y _ r �1Q Q Q 2 '+ \ 4 �_+�+r f�r ��- j j f r ".{ ''PRQPQED SANITARY +)� J r r +N �" �$ `�� r _ y ► `- ` - i CLEANOUT TO GR4GE ") / ��# l� ?'` .� lag �� .�``''� � 1 SILT FENCE -�- _� I INVERT OUT AT / 4?�� r j , ; r LOCATION i BUILDING = 185.00 �vo 2 I �\ ! s CENTERLINE 17Y SWALE 1�� % y� (SEE DETAIL) 1��W 1 \ �� it %N. 2 STONE APRON _ ' `�` `'` ' --\ y~��rr 1 _-- -ti-_tip `•'V�_ �'� .. `� +.�-�� ~1 1 4__-_*`J -- y _ -_ -__� - --` --- --__---- q - r�2 ~`- _ - , ``- _ ``~� - ~,-- �'�'`--�__ - _ - _ CONC TO 1DE SrM �TMTMS PLAN ____ C.B. 1 �'�� _ -- !d� 1 - _-~-- �+ _ -- ---- ► ��-�, - ___ _ T8 190 1r�eo - --- - - II!!2a gINA�E EASEMENT =r 4 . RIM=191.49 -� -'-_--`--�4_ �`~``_ _ S ?~7~--~ _ "~` __' - _y__ p g _� R i; N ~1• ...� / 9z.� - t 2` 1-3 64� - ' � + ----_----_1 89 -.-_-_..+_-_ rr r I � D.` - - .. _ - •' INV. OUT 12 RCP-187.79 '-�� -. Q-- ra2sI _ 1b1P=-- -�_,~, "` -- -- - - - s �f3 -_ y93 R;9�d , 3; __ _ ," "_- �`--- 190 E rb r - - - - - _ -- - -- - g3.3r � �` ...._ low -_ -.,_ �4'1rAP. r- - I , 1':�' -_--192�-�-_-------_4-_- ---__ ------- r_-.- -- � SCALE ��- - /Y� isi3.J01B �, Nast APPROX.1 2, ~-- 1 52� ` " DATE: FEBRIMIRY 19, 4999 �b __ 191.17FP a i �k ' ,,, /� _ . SEWER g ON-+- "'�__ - 1a2:52Ep ._._. 1 $" PVC SAN SEWER In9� "___19�-- _ ,_,- _r r =z REV: FEBRIUARY 25, 1999 p �� _ -- • - 22.5' BEND �- -- __- LAP ► 142?� S.M.H. 4 c REV: MARCH 113, 1999 � - - _ n ^� - 1 11+�.�0 19za3 RIM-191.91 REV: 19 3 -`-- 1Z~ WATER M'9N- INV. IN 8"PVC-1 H31.01 pUND gyp, f S.M.H. j r RIM=193.39 . i , I SHEET NO. DW 2410~1 INV. OUT 8" PVC=182.54 ' HSI PROJECT ND. 2VA-990129 - i WAC PROJECT NO. A367-99.0125 ` _ . .. ,`,-K T^.,i.i x. ,r y �..i•��, ; . r..• i- - :a .. ,,�> �3h•r ,-d �i� � ... ohs-.-:�i.f: WILLIAIAA A . --- NEW JUNIPER PLANTING + NEW TREE PLANTING f NEW SHRUB PLANTING I NEW PERENNIAL PLANTING Gr EXISTING TREE TO REMAIN Na. of PLANTS 'v"ANON am amp PLANT SYMBOL •••�•� � - �• — - O SEE SURFACE SCHEDULE A� w wrs w � Ar m w � AwA err i w s r �� w �� - LANDSCAPE ARCHITECTURE A ONPAItKING SIGNLOCATION CA ENVIRONMENTAL DESIGN 6' WIDE WATER QUAL>n *ALE , _ .�~ — COMMUNITY PLANNING ; _ _.--- — ---� — �— ^a I BUILDING ENTRANCE LOCATION LICHT TI 'FMDO r O FOOTING 5FRO (SET F 158 NORTHAMPTON STREET i ` •� _. —-•� r- r '- r , PAVEMENT) EASTHAMPTON, MA 01027 RMRE PARKING i i ` 1 TEL. 41 3 • 5 2 7 • 6 5 3 5 EXPANSION-24 CARS FAX. 4 1 3 . 5 2 7 • 6 3 8 9 f i I II i 1 FUTURE EXPANSION AREA CANQNLA�JAVANET.COM i i I I i PLANT UST , I J EXFILTRATK}N BASIN i SYMBOL BOTAN IC.AL MW COMMON r�ME QUANTITY SSE CflN�NT10K ��,�5►+A"C��l�F r I 4 I i 4 TREES - 1 WN n AR ACER RUBRUM 'OCTOBER GLOB'' = RED MAPLE 4 2-2.50 CAL Baca N ` i f f L'� v I I U` N z CJ CERCfDIPHYLLUM JAPONICUM • KATSURA TREE 4 2-2.5" CAL B&B 4,v GS GLEDT A TR. IN. 'SHAUEMASTER = SHADEMASTER NONEYLOCUST 4 2-2.5 CAL B&B PK PRUNUS SERRULATA 'KWANZAN' • FLOWERING CHERRY 3 2-2.5r CAL B&BLAWN • i I i i RED PINE 2 5-6' HT. B&B PR PILAUS R£SINIOSA , I ` i PS PILAUS STROBUs EASTERN wHTTI: PINE 5 5-6' HT. BdtB f 1 I PT PINUS THUNBERGII JAPANESE BLACK PINE 3 6-7'N. on I I L .. TC TSUGA CANADENSIS CANA" HEMLOCK 4 5-6' HT. BBB f N 1 i i I R, 4 �nV63 C s AB AZALEA 'MMUW'S PINK' BLAAL W'S PINK AZALEA 5 18-24• M. RB AD AZALEA 'MAWARE VALLEY wMT€' DELAWARE VALLEY WHITE AZALEA $ CA CORN US ALBA MAS CORNQ.GW CIM 3 2-3 HT. me F CH CFV4MAECYPARfS 48T€!SA GRACIUS HINbK! CYPRE55 t 34 Ht. B&B t o x MA K 6 2 POT Ppm i M DB DAPHNE BURKYYOODII CAROL c fE' CAROL MACKIE DAPHNE � J r EA EUWYMUS N ATUS 'COMPACTUS' DWARF WINGED BURNING SM 3 2-3' HT• "a ,.:. k IC ILEX CRENATA GLORY JAPANESE HOLLY 7 3-4 HT. B&B JS A"PERUS CH. SARGENTII SARGENT JUNPER 9 15-18 SPD, W MD MICROBIOTA DECUSSATA RUSSIAN ARBORVITAE 11 IS-11Y VD. CON. J I 1 PC PHH4DELPHUS CORONARIUS SWEET MOCKORANGE 3 34 HT. CON. r , WAREHOUSE j PF PIERIS FLORIBUNDA MOUNTAIN ANDROMEDA 3 15-180 HT. Be RC RHODODENDRON CATAWBIENSE ALBUM RHODO. CATAWBIEHSE AN( 7 EXISTING WHITE PINES AND SMALL BIRCH � � � , �13-44" HT, Bd�9 J 4 HODO ti . TREES TO BE TRANSPLANTED FROM ON—SITE f ! COMPACTOR RHODODENDRON PJM PJM RDENDRON 21 . 1$ 240 HT. B&B LOCATIONS BY GENERAL CONTRACTOR. r } r EVERGREEN TREES SHALL BE REPLACED WITH ! f LAyyI,I ® RN NOVA ZEMBLA NOVA ZEIIBLA RHODODENDRON 1 18-24 HT. B B ;•r ..- _ NURSERY GMSTOCK IF TRANSPLANTING � LOADING DOCK RM RHODODENDRON MAXIMUM ROSEBAY RHODODENDRON 3 18-24r HT. B&B S UNSUCCESSFUL I 3` DIA MULCH RING-4' Si SPIRAEA JAPONICA GOLD FLAME' GOLD FLAME SPIRAEA 6 18-24 HT. CON. ::, } w PINE BARK MULCH TYP. E I , = � TC TAXUS CUSPIDATA NANA P'YRAMiDAL1S UPRIGHT NANA YEW 2 � 3.5-4 Hi. B&B } ! r f GS WF WEIGELA FLORIDA 'JAVA RED' WEIGELA 5 t8-24" HT. CONT. LAWN-TYP. D ; NEW LOCATION FOR 3 WHITE PINE ! OVERHEAD DOOR „ ,,,•.4* AT GRADE I NEW LOCATION FOR 3 BIRCH 1 PERENNIALS ` -..,' ',.,. .,�.'• • ,; •�• J I HH HEMEROCALLIS (MIMED COLORS) DAYULY 18 12 POT POTTED t CH 4 LS- URIOPE SPICATA ULYTURF 15 4m POT POTTED 5 3 I 3 Q f] 4 LAWN DO SS SALVIA X SUPERBA VIOLET SAGE 11 1 POT POTTED PF i DB 2 MD 4 � NEW LOCATION FOR B WHITE PIN j PS i MyF ST SEDUM TELEPHIUM 'AUTUMN JOY STONECROP 7 #2 POT POTTED t ' AD AB 7. PLANT BED41 MIN. PI E = 7' MINIMUM BRANCH HEIGHT ; \ J BARK MULCH TYPICAL i AB I AD PLANTING NOTES WIL 9 TKU 11!lIIjOM[$ PC Wr�r t 'k� :•v!R X�,' ��q i T 1. ALL PLANTS SHALL CONFORM TO A.A.N. STANDARD FOR NURSERY STOCK, ANSI Z601 1973, TO BE TRUE ! A r TO TYPE, SIZE AND DESCRIPTION INDICATED ON PLAN, AND UPON DELIVERY TO THE SITE SHALL BE SUBJECt � LAWN DO 3' DIA. MULCH RING-4" I 3 :-: .h.:;:. , ,, ,-, �; .;.:.. ,. ,,�.�, •. ��::�>�� •}�. , ��:�, �;-, 3 I TO INSPECTION AND APPROVAL BY THE LANDSCAPE ARCHITECT. .` PINE BARK MULCH TYP. E 3 LAWN© / ter _ - -- -- i 7 Z \ MD GS I 2. CONTRACTOR SWILL COORDINATE PLANT LOCATIONS WITH OWNER OR HIS REPRESENTATIVE TO BE CERTAIN \ 3 THERE ARE NO CONFLICTS WITH UNDERGROUND UTILITIES. PT BUSINESS OFFICES 2 1 .. SME OF E WF 6 Qrtl I 3. A#1 PUNT BIDS SHALL CONTAIN 15" MINIMUM PREPARED TOPSOIL 7 PARTS LOAM, 1 PART PEAT g'f I P.s 2 2 NH VOL LOOSE MEASURE) AND 12- MINIMUM PREPARED TOPSOIL FOR GROUND COVER PLANTS. PH VALUE FOR 4*wr ' RC RN 3 3 3 3 PLANTING SOIL SHALL BE 6.0-6.9 MAX. FERTILIZER (5-10-10) SHALL BE ADDED AT THE RATE OF 5 LBS.i : .¢, ,7;.. _. W v<.A \ 11 3 3 3 RN RM RC PER CU. YD. OF SOIL. ALL PLANT BEDS SHALL BE COVERED WITH 4- MIN. DEPTH PINE BARK MULCH. Y- AR RJ RJ IC Si PROCESS) NQ 4. ALL DISTURBED AREAS WITH IN THE PROPERTY LINE NOT INDICATED AS BUILDING, PAVEMENT OR PLANT BED SHALL y ♦ EDGE 4F PLANT BED-4" MIN. E c BE TREATED AS LAWN �. Ic SS AL�l�iWAM, �, PINE BARK MULCH TYPICAL 2 2 °i} 5. ALL RANTINGS MUST BE MAINTAINED, AND THAT PORTION OF THE PUBLIC WAY ABURING THE PARCEL, AND 5 RC RN E INCLUDING THE TREEBELT, SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE I LAWN® JS r Pwn of Row 3 3 1 2 1 4 t5 PROPERTY. _ Mw.L Kfwm+Imm Eq AB I AD I IC JS , i ,, 5.: Y •: ♦ 7 S. SEE SHEET L-7 FOR SEEDING NOTES, CASH E PINED BARKLMULCH�TYP. 24VO PWf � t LAWN © 1 f I "_ , r i '•' HE DUI MITI NG-4 i TCPINE BARK MULCH E CASH *.rn riolLAWN ••y1 /y1A � T�irfr 18 rssU ME HLy PCR�ARENT I7V ESS SIGN LOCH ON - - - •;f.•}p�'i-' 1 }a.•k' a _ : 'x'. - .o`._ 'L-, .! VAR OF ACAWAy 30, hJ M LAWN fl _�-- _! it i f#p'•f•"v� _�, 1y V tN qua ftftft%..ft 'MAPLE TC PR ^4D 40m dam ® 4IIAPLE I I ' `f . DATE: f'EIIRUARY 19, 19" # REMOVE 5 BRANCH LEVELS RIM. FEBRLM 25, 1999 FROM GRADE UP , . REMOVE ONE LARGE BRANCH REV: O TOP TO BALANCE CANOPY ! `*f' I z �� :� .� r REW. e REMOVE LOWER BRANCHES _ Ofz VISIBILI . . ''. • IpE11f. - • PRO►ILGT ft L%7-99.0125 i .. :p:. 'I)li�j .. l.o te7y)f'� {Y ;A'', ',. ,rY:-A.e t .'.�q.`,v ^_,"e•_"` A•M..-• r�-'C:j , ti$,.'.�Ac't L.S SURVEYORS & ENGINEERS: 2'-6» HERUAOE CAST IRON FRME & COVER SURV S, INC. LEBARON FOUNDRY, INC. CAT. NO. LKI 10, 8" COLLEGE HIGHWAY & CLARK ST. FINISH GRADE —I —I —I — POST OFFICE BOX i MORTAR SETTING BED SOUTHAMPTON, MA. - ' a "••• � � � TEL. 41 3. 527 . 360Q EXTENSION RINGS OR BLOCK _ AS REQUIRED 6" THICK CONCRETE PAD r- -- -� FAX. 4 1 3 " 5 2 7 . 8 2 8 0 W/ 3 NO.4 BARS EACH WAY - �' ■ ■ - - - ■ ■ a fi" PVC ROOF DRAIN, S,1/4"/FT• MIN. FINISH EMBANKMENT 15" PVC SDR-35 OUTLET PIPE I a GRADE OF BASIN 8" DIA. CAST I �° I FLOW W f L L I A M A. iu ■ ■ ■ ■ PRECAST CONCRETE LEACHINGw-w M I - ■ ■ ■ ■ CATCH BASIN. DWG BY 2 2 3 ORIFICE I I ■ ■ ■ ■ q ROTONDO OR APPROVED EQUAL ( I � ,• � 3/4" MIN. - 2"MAX. DIA. In NOTCH FOR GRATE I - cu p� °- WASHED STONE _ _ - - - _ _ - _ _._ _ . - - � � — I ( I L -- - -- -- - -•- - --- ..... J �• E— FILTER FABRIC ENVELOPE - — — -- — CANON OVERLAP SEAMS 2' MIN. "� I I I �'_D• �•� — — EW�ROMM04TAL DDEl10N ' 8% COMPACTED GRAVEL BASE I I I commuNlrr rLI,NNINo SECTION 1 1/2"-2" DIA ANGULAR STONE END ELEVATION a o a FINISH GRADE ' let � tHetEt 5 LEACHING CATCH BASIN 5 RIP RAP DAM TIL 41 '-5 "" 9 3 RL i1J•427•• 638 L-5 NO SCALE L_5 I,2,�_1 _0� ►A • , J.e : A•. 386 cANaNu�aw.iAVAN>k^t.cor� PLAN VIEW D/2+2 I D/2+2 10 N _ OF SWALE iy FILTER FABRIC, VMROFENCE" DIA. 1 _-.._. _._ ---_ _ _ _ --_ MIRAFI), 'PROPER SILT STOP' __- 15" PIPE AMOCO), "ECONOFENCE' --- _ i RRATEX), OR APPRM w - - _ FLOW EQUAL STAPLE OR FASTEN of FABRIC TO POSTS. WOOD OR STEEL POSTS, ANGLE 0 I � 10' UPSLOPE AT 10'O.C. MAX. - -- - - - - - -- 1/16" NEOPRENE 2' Ott% OF I RUBBER F- IcIAAo SECTION PLAN SLOPE MIN. P. a WEISSIF , 6" `' IMo.setae 5 MINIMUM FOR INLETS ISTING GRADE --- ------- - 10' MINIMUM FOR OUTLETS ..•,�. 'r'.- wry- _--_----_-- - WOOD FRAME i s • . SLOPE __---_- - -�-__---- ANTI—SEEP COLLAR DETAIL -- NO SCALE 50-125 LB. STONE N { -- - - -- ` - - �-NIP (BY AGRI DRAIN CORP. OR APPROVED EQUAL) A"HUSf OMPAMD BACKFILL TRENCH " w a EXISTING GRADE EXISTING EMBANKMENT GRADE OF * �, ALONG FENCE LINE. 12 COMPACTED GRAVEL BASE d N DRAINAGE SWALE TO REMAIN ey %- -- -- --- - - -- - - - � UNDISTRLIBED ^�' "� hu SEDIMENT FILTER FENCE 2 STONE APRON PIPE INLETS & OUTLETS L"5 NO SCALE f._6 NO SCALE � 4' 4't . ELEV. 192.00 { I" THICK STEEL CATCH 3 BASIN GRATE io 3 1 ELEV. OF TOP OF STRUCTURE q RISER PIPE TOP OF GRATE ANTI-SEEP COLLAR-SEE DETAIL. L 3'-0" --. ..�. ELEV. 191.50 r I FINISH GRADE OF EMBANKMENT .. ..' . C PRECAST CONCRETE STRUCTURE N CONTROL STRUCTURE FACE : ; . `- <: •.� MORTAR JOINT " Y a • • 4" PERF. PVC PIPE EXFILTRATION BASIN CONTROL STRUCTURE _ y ''M1 - a" DIA. cAsr ° ° TEMP. GROUT "� . . i A ORIFICE RIF UNM I MAX • ' 190.40 INVERT OUTLET PIPE -•vIJ��! , / ELEV. 189.50 I AGAWAK �I► A nl O O O O O O O / ' ' C1� 4 • Q O O O O O O / •, i• 1 - ...._. -. - - -- - -- -- - -- -- - - - - - - - -- - 8., '5„ 2�_8.. �ti� . 8" -- •'• ' • 15" PVC SDR-35 OUTLET PIPE 112"-1" DIA, WASHED STONE a..'. :'..4 ; :.: :�i : .. :,... -•� r •�, '• � • • .1 • ••�• ••' ` f. • .-j ':t I. ti . Vaa aie r. 4Fu rr OVER EXCAVATE DL AU FILTER FABRIC COVER 00 I COMPACTED GRAVEL BASE I 1 q 1/2" l " DIA. WASHED STONE COVER L - - - - - -- - - - - - - - - - -� - - - - -- - - -- - - - -- - 4. SCALE: AS NOTED DATE: FE�iUAR1f 19, 1959 TEMPORARY SEDIMENT FILTER DURING CONSTRUCTION EXFILTRATION CONTROL STRUCTURE • SECTION NO SCALE L-6 • ; REV: FEBRUARY 25, 1999 :: r NO SCALE REV: REV: 3 REV: Lv6 - i r SHM NO. 1.. .. HSI PROJECT NO. 2408-990129 WAC PROJECT NO. A367-".0125 ,,; �. SURVEYORS do ENGINEERS: EROSION AND SEDIMENT CONTROL GENERAL SEQUENCE OF WORK: 6' SURFACEscHEnu�E �-IE '��E Erosion and Sediment control measures shall be phased along with site work, provided that all preconstruction controls applicable to a given work SURM INC, area are in place prior to any other work in their tributary area. DRIFT PIN ( 4 ROD)- TYPE I-1 CONIC.-3' TOTAL 1 • ]. Stakeout and review of perimeter sediment barrier location in area of proposed work phase. 1'-6" 18" LONG 1'-6" O NEW BITUMINOUS 1' TOP COUl1R SE CONCRETE FOR 2' BINDER COURSE COLLEGE HIGHWAY dt CLARK ST. 2. Silt fence/hay-bale installation along perimeter work limit. PARKING AREA AND 3. installation of detention basin and sediment filter on outlet if down--slope of current work. DRIVES 4 POST OFFICE BOX 1 4. Execution and completion of site work. See also Wetland Replacement Procedures. r p p{ 0 qua SOUTHAMPTON, M A. 5. Stabilization of site and removal of erosion controls. "' BASE M 1.030 TYPE "b" SEC. 405 TEL 4 1 3. 5 2 ■ 3 6 0 0 1 6. Clean--out sediment accumulation in exfiltration basins as required. T — -SUB-BASE - COMPACTED SUITABLE FAX. 4 1 • 5 2 1 . 8 6 8 0 PROCEDURES & SPECIFICATIONS: NATIVE SOILS. IF UNSUITABLE SOILS it � O o 8 c ARE AND REPLACE WITH GRAVEL OUND, EXCAVATE AS BEQUIRED ORROW location shall be staked in the field for review and approval b ` } i i p ' Perimeter Sediment Barrier and Work Limit: Before installation of sediment barrier, pP Y "O � MHD S EC S TYPE b . the engineer or their representative. To facilitate sediment barrier installation, woody vegetation may then be removed and the trench cut by -- — --- ---- — — -- ---- — --- CLASS I BIT. CONIC. PAVEMENT WILL 1 A M A. machine, provided all other ground cover is left intact. 4000 PSi PRECAST TYPE 1-1 (4' TOTAL) CONCRETE BUMPER PLAN NEW BlTUM€NOUS 1' TOP COURSE Perimeter sediment barriers located adjacent to drainage areas shall serve as the limit of work for this project. No construction, equipment traffic, DRiFT PIN (14 ROD)- " FACE OF BUILDING CONCRETE FOR 3' BINDER COURSE stockpiles, removal of vegetation, or other alteration shall be permitted in the drainage area side of the sediment borrierfwork limit without the approval 18" LONG 12 TRUCK ROUTE of the engineer or their representative. » 2'-6 fi' 4" FINISH SPOT GRADES- Roadwa Sweeping: n i f e public roadway or paved project roadway shaft be swept periodically, as » SEE GRADING PLAN 8" COMPACTED PROCESSED GRAVEL CANON yThe a tranCe(s) to the site and affected port ons o th pu c y p p 1 Y p p Y 3 � � BASE M 1.03D TYPE b" SEC• 4a'; required or directed by the engineer. FFlNISH GRADE • 110 1 x4 PRESSURE SUB-BASE - COMPACTED SUITABLE W''D9c'"°£ � Stone tracking mats: shall be installed and maintained at any points where construction traffic from an unpaved roaESKM d enters onto the public way if '� ° TREATED WOOD EDGE NATNE SOILS. IF UNSUITABLE SOILS commutory �° , directed by the engineer. E---FINISH PAVEMENT GRADE 2" COMPACTED BIT. CONC. DENSE MIX a a a ARE FOUND EXCAVATE AS REQUIRED AND REPLACE WITH GRAVEL BORROW 8" COMPACTED BANK RUN GRAVEL MHO SPEC'S TYPE b'. 169 "°'�TM'""'�TON 7 Stockpiles: The base of the stockpile shall be kept at least 20 f cA�'nw�ro+�, rru► o1os� feet from the sediment barrier. Temporary piles of trench spoil may be closer to the sediment barrier but shall not rest against the sediment l ROOM nNISFI SURFACE >L . 1 3-5 2 T•s e J e barrier. Soil expected to remain stockpiled for over 30 days shall be shaped to stabilize slopes and seeded or mulched for temporary cover. No p I POROUS BACKFILL Cc. . t 3-5 : 7-6 3 O MATERIAL TO 95X ' CAST IN PLACE CONCRETE cawoffL,..i,.,vn,Hcr.co+,� stockpile shall be placed within a Swale, drainage--way, or other path of concentrated surface runoff. C�. —� ..� 3-�3 KEBABS COMPACTION C 40X10 PSI CAST IN O PLACE CONCRETE FOR 64/fthM.9 W.W.M. Sediment/retention basins: The stormwater detention basins shaft serve as a temporary sediment basins during construction. The basins shall be ELEVATION SEE SITE LAYOUT PLAN FOR WALKS ° r CONTINUOUS EXCEPT AT constructed prior to other site grading in their tributary area and slopes seeded and mulched. Basin outlets shall be provided with temporary LOCATION OF MOVING STRIP �� JOINTS. SLOPE filters which shall be maintained until tributary areas are stabilized. Filter fabric shall be replaced as necessary to maintain permeability. COMPACTED SUBGRADE TO DRATIi Accumulated sediment in the basin shall be removed if deeper than 1 ft in the basin bottom. After site stabilization, accumulated sediment shall 1 WHEEL STOP 2 MOWING STRIP ' COMPAM PROCESSED GRAVEL : - j be removed if necessary, the basin bottom finish graded and wetland vegetation planted. BASE M 1.030 TYPE 'b' SEC. 405 q_7 1„r 1,-�„ E-7 i�0 SCALE ' SLRTABLE Trench protection: Open trenches shall be protected from accumulation of surface water or groundwater that could result in erosion of the trench NATIVE - IF UNSUITABLE NATNE SOIL$. IF UNSUITABLE 50LS 1a� ' and discharge of sediment. 12" AARE) EEX VA WITH S REW� r�> e ' �if•ID SPEc s TYPE "b . a A. Temporary runoff controls: As site grading progresses, temporary erosion control measures shall be installed, maintained, and removed as necessary 1401: �,� 1/2■ �DED 000M l • to prevent erossive accumulations of runoff or sediment discharge until final grade and cover are established. Measures include mulch, temporary INTERNATIONAL SYMBOL OF ACCESSIBILffY EXPMISIOPI ,per FILLER AT JOIFIT Mo.t1W14 seeding, diversions, sediment barriers, water"-bars, open-topped culverts, check--dams, crowning of trench back-fills, and stone lining of swales- .� ANDEL ACC ROUND WITH WHITE SYMBOL �' O.C. � � � � � LAND.' 0o U ARCH- IN THE FIELD. LAIR f Storm drain protection: The storm drain system shall be protected against inflow of sediment. Until installation of rates, open storm drain N • A Y p 9 9 PF1 9— riPROVIDE SPACE FOR HANDICAPPED ACCESSIBLE NOTE: THE FINAL DESIGN OF THE BTTUMWUS CDN BETE PAVEMENT structures shall be protected by elevation above grade, silt fence/haybafe barriers, or stone filter berms. When installed, grates shall be wrapped in j PARKING DESIGNATION. LOCATE AT CENTER OF filter fabric or filter fabric inserts shall be installed until the tributes area is stabilized. PARKING SPACE, 3' CLEAR FROM INSIDE EDGE AND THE GRAVEL BASE FOR THE NEW PARKING AREAS, DRIVEWAYS tributary & TRUCK ROUTE ARE BASED ON REQUESTS FROM UNITED PROCESS, OF CURB OR AS SHOWN ON THE SfTE PLAN. INC. that area shot/ be seeded or !anted in accordance with j (CAT. NO. M2135} � Vegetative Cover: On completion of looming and finish grading on any portion of the site, p i USDA NRCS guidelines or equivalent. If a portion of the site will be idle for over 30 days, Temporary Seeding shall be provided in accordance with »VAN ACCESSIBLE" DESIGNATION (CAT. NO. M2145) I USDA NRCS guidelines. (PROVIDE AS SHOWN ON SITE PLANS) ® LAWN AREAS OF NOTE: F`-"-F4MSH Gi�ADE i3gfp�A1P� Stocking additional materials: A stock of additional erosion control materials shall be maintained available on the site for emergency repairs and SIGNS SHALL BE .08 (N. THICK • P. temporary measures as necessary. ALUMINUM &4FASTENED TO PIPE $, 4 IIINIir1UM TOPSOIL WITH 2-3/8» THEFT PROOF co Inspection & maintenance: all erosion and sediment control measures shall be inspected by the contractor daily during grading and after all rain storm GALV, BOLTS THRU PIPE. SIGN o to LETTERS do SYMBOL SHALL 8E � by the contractor, and shall be kept in Functioning condition until tributary areas are stabilized. Sediment shall be removed from sediment barriers, check LETSIL SCREENED BLUE A WHITE 3-0 dams, and filter dams when it reaches 6" depth. Annual inspections and maintenance. BACKGROUND. SIGNS SHALL BE AS BARK MULCH/ MANUFACTl1RED BY SETON IDEN7FICATION Q PLANT BEDS TAMPED FiNE SHREDDED � � r SEEDING PRODUCTS. EL: 800-243-6624 OR ._,.. PINE BARK MULCH t NOTE: SYMBOL SHALL BE 15 MiNIMUM PREPARED � Detention basin slopes and cut' & fill slopes near wetlands: 2"m SCH. 40 GALVANIZED STEEL CENTERED AT END OF PLANTING SOIL-SEE SPECS. To be seeded immediately after finr`sh grading. PiPE, WELD CAP TO TOP OF PARKING BAY-TYPICAL °vACH * � e 'r Loam -- 6" minimum depth PIPE. PAINT BLUE TO MATCH c 3 ' Lime do fertilize in accordance with soil test or NRCS guidelines g SIGN BACKGROUi�r1 PROPORTION GRID Lime: (1 15 lbs/1000 sq. ft.) FFiNISH GRADE 1/2' PREMOULDED EXPANSION JOINT FILLER Fertilizer: ]0--20-20 (409� of N or or slow release) 12 Ibs/?000 sq. ft, ' SY 180L PANTED TO MATCH k CAULK SPACE-20' O.C. MAXIMUM OR A5 � �� ¢j.: oft Seed mix: (or equivalent with architects approval) STRIPING 1 2" 1 4■ NOTED ON THE SiTE PLAN-ALL EDGES / 1/4. !.. TOOLED ��RNDSGAV Red Fescue 0.25 Ibs/1000 sq. ft. .•. " . . -�' ,' � d0iNT5 A5 SHOWN ON THE SITE PLAN, Ai.l. • Redtop 0. 1 !bs/1000 sq. ft. � � Y•' PAVEMENT SURFACE �''��. .' ��'' �,:.;.' .•,� • °+ EDGES TOOLED, 1' MiN. JOINT DEPTH '' • Perennial Ryegrass 0.25 !bs/1000 sq. ft. 2'.� '2� 5 .9 .9 W.W.M. IN CONIC l Bluegrass (Canada or Kentucky 0.25 lbs/1000 sq. ft. i 6x /W2 xW2 CONCRETE Mulch w/ hay or straw at 2 bales/1000 sq. ft. 10" DIA4. ,AETER MIN. CONCRETE FOOTING Note: On slopes steeper than 3:1 or areas of concentrated runoff, secure mulch with jute netting or hydroseed with mulch and tacker. WITH I WASH •'. IN PLACE CONCRETE W\REINFORCiNG OMPACTED GRAVEL BASE TheCONTRACTOR'Sccontractor RESPONSIBILITIES: ACCESSIBILITY PARKING SIGN ACCESSIBILITY PARKING S"MBOL EXPANSION & SCORE JOINT The contractor shall install, maintain, and replace as necessary all measures For erosion control and sediment control, � . throughout the site as is outlined in these specifications and shown on the drawings and in accordance with local, state, and federal L-7 3/4'� = 1 �--0�� E-T 3/4" = 1 -O" L-� NO SCALE regulations and permits. PRODUCTS AND MATERIALS OR APPROVED EQUAL: 12" WIDTH OF PAVEMENT All materials are subject to inspection and defective materials shall be rejected and removed from the site. 6" 2` 6" NOTE: INSTALL 4' WIDE x 6' x 12' DEEP Ha tightly packed with no decomposition and with bindings of high-strength twine or wire. 1►5 SHOWN ON THE DRAWINGS Hay-bales shall be either hay or straw in good condition, g y p p gSTONE (4' - 6 DIP. MIN.) SPLASH FINISH GRADE--• 90 Silt fence shall be envirofence by mirafi, or approved equal, with a high sediment filtration efficiency and minimum clogging properties. PAD AT BOTTOM OF EACH WATERWAY. FOR SIDEWALKS Stakes for silt fence and hay--bales shall be 1 " x 1 " oak, free of knots or other weakening defects. Length shall be sufficient to be driven a 2. RAO minimum of 1 ft. into the ground and still extend to the top of the fence or bale. Erosion control netting shall be dekowe 700 jute mesh or approved equal. FINISH GRADE OF EMBANKMENT FINISH GRADE UN , Stone for sediment filters shall be 3/4" to 1 1/2" diameter, washed free of fines. TAP>:R SIDE SLOPE TO MEET FINISH FOR LAWN "' � ' Stone for filter dams and swale lining shall be 3" to 6" diameter GRADE OF PARKING AREA FLUSH 1/2" FOR LAWN- Filter fabric for sediment filters shall be m1rafi 140n or approved equal. des J EI DER COURSE MACE Erosion control mesh shall be mirafi miramat", akzo enkomat" or approved equal. 8' COMPACTED GRAVEL BASE BITUMINOUS CONIC. PAYE Erosion control mulch matting shall be American excelsior co. "Curlex" blanket or approved equal. , _ _ , _ SEE SURFACE SCHEDULE ACMWW I" ' E--FACE OF BUILDING COMPACTED SUBGRADE $ BITUMINOUS CONCRETE-DENSE MIX FORMED TYPE +-1 BROOM FINISH SURFACE 11 PAVED WATERWAY SECTION ; NO SCALE I TACK COAT !' CMAC'TED GRAVEL ! I CENTERLINE OF ENTRYWAY BITUMINOUS CONCRETE CURB E , ` I THICKENED EDGE 4' 6' SCORE JOINT-CONTINUOUS �•-� 1 1/2"=1'-O" .1. MAU • ALONG LENGTH OF CURB �.' '.� SM 2'-6" '2'-6' �--l3/4" RADIUS 6" OR PAVEMENT FLUSH 6" 15" WM Of ROADiNA1f' NT FACE OF BUiLDIN 5'-4• `` -�` a 2' CL. AT HAND€CAPPED PARKING SEE SiTE PLAN H , 6 THICK F"S CAST IN PLACE CONCRETE SLAB W/6x6 CONCRETE PAVEMENT E-BiT. CONIC. PAVEMENT SO& A5 NOTED 1.40.4 W.W.M. IN THICKENED EDGE 12 I � �, ..2 :, :_ . y DATEBilLlAftY 19, i 999 NO. 4 NOSING BAR-CONTINUOUS FORMED i�ETt WX •`FINISH FL00 1/2 .yo 1/2' pREMOLDED EXPANSION JOINT FILLER `;; -6x6/W2.9xW2.9 W.W.M. ' RErri�uuARY 25, 1999 ERE CONIC. WALK MEETS SLAB — N �- BffUMIMOtl5 CONCRETE * TYPE I-1 ` #3 REM ALL-AROUND TWO NO. 3 REBARS-T/B �. ( TOP COUP , �' �' THICKEN SLAB A EDGE TO 8" ` BASE COURSE REV- BASE ! 6' =-- 6 COMPACTED GRAVEL a 8 o COMPACTED BASE , REV: " 6' COMPACTED GRAVEL. BASE L — — .___� TACK COAT'ON NO. 4 DOWEL IN FOUNDATION WALL- COMPACTED SUBGRADE COURSE I a ENTRANCE 3 REO'D SPACED EVENLY E PA 0 D MONOLITHIC CONCRETE CURB g BITUMINOUS CONCRETE BERM = 1 1/2"=1'-0» .t r HSI PROJECT NO, 2408-990129 WAC PROJECT NO. A367-99.0125 SURVEYORS & ENGINEERS: IM1 ffAGE • - q POLE SURVEYS, INC. I SINGLE LIGHT FIXTURE TO MATCH COLLEGE HIGHWAY & CLARK ST. POLE-MODULE III, TYPE WT1317 POST OF ICE BOX 1 175 WATT METAL HALIDE AS MAN. SOUTHAMPTON, MA. BY MOLDCAST-INSTALL WITH PHOTO CELL TEL 413. 527 . 3600 FAX. 413 . 527 . 8280 t - BRONZE ALUMINUM LIGHT POLE WILLIAM A. CANON gas _ i 243 1 ENWRONI wwm. Qcsf*N 2M `O 1" - 45• CHAMFER ALL AROUND 2a aM 199 APPROX. GRADE-SEE SITE PLAN rds ise 197 i t ANCHOR 1/2� 29" LONG w/3' HOOK • 196 � � i 1$" DIA. CAST IN PLACE CONCRETE r�1cr►'wuww�t�. MA 01027 � ra. 413'627•iO3i 1 FOOTING na. 4 1 3.3 2 1•i 3 i I 196 c.�►NoNu+r�u►ww�r.co� .. , 194 193 IE 41 i i �----1 1/2' PVC CONDUIT SWEEP ;. N RI 3:1 SLOPE—MAX. 1 ELEVATION GRADES & OVERHEAD DOORS ROUNDED SLOPE TRANSITION LIGHT POLE & FIXTURE own L18 1/8"_10-0" L-8 1/4"=1'-p" nth Of 13RUCE • A. �► I No.2M4 OF Z RICHARD 9 L P. eGn i '• a WEISSE ? " No.90 emu$ ' fib. bg6 Ir �MDSC� I / = kr �1�PROMs INC. { i> A W AK MA .ik. S1TB MAJIM SCALE. AS NOTED DATE FEBRUARY 19, 1999 REV: FEBRI ARY 25, 1999 REV: REV: I r REV: ,; A ) 1.4 • - :.ya!'-• 1 - - - •' •. WAC PROUECT NO. A367—".0 25