The URL can be used to link to this page

8492_SITE PLAN - 1804 MAIN STREET - DUNKIN DONUTS V a (Jh l U J Town of Agawam 'J. 36 Main Street Agawam, Massachusetts 01001-1837 Tel, 413-786-0400 Fax 413-786-9927 September 26, 2007 John Salema J &N Salema Family Limited Partnership 4 Harding Avenue Ludlow, MA 01028' Dear Mr. Salema: At its duly called meeting held on September 20, 2007, the Agawam Planning Board voted to approve the Site Plan entitled: "Site Plans, Proposed Dunkin' Donuts, #1804 Main Street, Agawam, Mass„ for J &N Salema Family Limited Partnership" prepared by Ecotee Environmental Associates, Inc. and dated January, 2007, revised September 20, 2007 with the fallowing conditions: • The comments contained in the Engineering memo dated September 20, 2007 and attached must be addressed. ` Three (3) colored renderings of the proposed building is to be submitted to the Planning Board for their approval. A Special Permit must be obtained from the Agawam Board of Appeals. The applicant is to plant six (6) 3-4° caliper fast growing deciduous trees to the west of the rear haybale/silt fence. Staggered between and to the east of these trees are to be yellow and/or red;pines. If you have'any questions, please contact the Planning Office at 786-0400 extension 2`83. C. Sincerely, M 3>2-- Cn 3>M Dennis B. Hopkins, Chairman X Agawam Planning Board to cc: Clerk, Bcotec, Board of Appeals,:Building, Engineering, File` 1+ UV L!UV'L" 4 eu' VA FA A A Department is Works ,ls 1000 Suffield Street Agawam, IAA 0100 ^ Tel (413) 82t €1 00 Fax; 413 8210631 l John P. Stone Superintendent MEMORANDUM To: Planning Board CC: Guy Weiner—Ecotech;John Stone—DPW Supt.; File From: Engineering Date-, e to ber 20,2007 Subject: Dunkin Donuts— 1804 Main Street---Sk 464 Per your request, Engineering has reviewed the plane entitled"Site Ply; Propose Dunkin' Donuts; #1804 Main Street; Agawam, Mass; for; J&N Salem Family Limited Partnership;,January, 2007; E.cbteclt Environmental Associates,Inc.; 180&nslow Road,P.O.Box 189, East Longmeadow, MA 010 8"and we have the following comments: Comment 4.C. of our memo dated September 6, 2007 stated: "If the future parking is installed, the total number of parking spaces on site will be 50 and the site would be requited to provide 3 handicapped accessible spaces (with at mast 1 van accessible)." This is per Agawam Town Code §169- (3),see attached. Please note that' the additional accessible parking spade will only.be required if the warier requested by the applicant to reduce the number of parking space from 50 to 39 is not granted.- Ensincering reserves the right to make additional comments as new information is submitted. if you have any questions please do not hesitate to contact this division. Sincer ely, r,E.I.T. Michael C. Chase E.I.T. I Interim Town Engineer s:V+p4464 dunk in danurs 1904 main stlmema 3 scpi 2007®dac @003/003 AM- ANOWN § 169-28 AGAWAM CODE 169-28. cultural centers, residential dwaDings or for any other place,where the pubUc has a right of access as inviteas or H=swa shall reserve parking spaces in said off-sLre6x piFking amas, f0i'motor vehicles of'disabled veterans and handicapped p=ons if the number of parking spaces in any such am Is 15 or more. The parking spaces reserybd for motor vehicles of disabled veterans and handicapped pm.ons shall bm clearly rrudt6d by pavement markings and signs or other designation approved by the Supcninfendent of the Dapw=nt of Public Works or`leis desipea. The parking spaces for disabled veterans and handicapped persom shall be of such a size as dotennined by the Superintendent of the Depannient of Public Worics. or his designee, but in no event less than )2 feet in width, The pnricing spaces for d;,sabled vetoranx and handicapped pemonc j;hgjl be at near as possible to a bailding entrance or walkway and adjacent to curb ramps or other tincibstiuctcd methods permitting sidewalk access to disabled veterans and handicapped persons. B. The number of parking spaces reserved" for disabled veterans-and handicapped persons shall be dctcrxninod Waccordancc, with the following formula: (1) If the total number of parking spaces is more than 15 but Jess thm 25, then there shall be at least ont designalta parking space for disabled vet and handicapped persons. (2) If the totafriumber of parking spaces is more'than 25 but less than 40, then there shall be 5% of the spaces but not f6wor than two designated parking spaces for disabled veterans and handicapped persons. (3) If the total number of parking spaces is more than 40 but less than 100, them then shall be 4% of the spaces but,riot fewvr than three designated parking spaces for disabled veterans and handicapped pciwas. (4) If the total n1urnber of parking spares is more than 100 but less than 2,00, thmi there 'shall be 317a of the spates but not fewer than four designated parking spaues for disabled veterans and handicupped persons. (5) If the total numbei of packing spaces is more than 206 but less than 500, then there shall be 2% of the spaces but not fewer than six distpated parkiijg spaces, for disabled veterans and handicapped persons- (6) If& tonal number of parking spaces is more than 500, then there shall be 11/2% of the spaces but not fewer than 10 desipated parking spaces for disabled veterans and handicapped persons. C. Any person wbo ba's lawful con"I who does not reserve and property mark parking spaces for distibled veterans and handicapped persons as required by this section shall be punished by a fine of $50. Each day said violation continues shall constitute a separate violation hereof. 169,00 05.11.20M 09/20/2007 13:33 FAX 4138210,631 002/002 V A TOWNOFAGA 'AM Department of Public Works 1000 Suffield Street - Agawam, MA 01001 Tel (413) 8210600 - Fax (413) 8210631 John P. Stone & Superintendent MEMORANDUM To: Planning Board CC: Gary Weiner—Ecotech; John Stone—DPW Supt; File From: Engineering Date: September 20,2007 Subject: Dunkin Donuts— 1804 Main Street—SP 464 Per youi request,Engineering has reviewed the plan entitled"Site Plans; Propose Dunkin' Donuts; #1804 Main Street;Agawam, Mass;for;J&N Salem Family Limited Partnership; January, 2007; Ecotech Environmental Associates,Inc.; 180 Denslow Road, P.O. Box 188,East Longmeadow,MA 01028"and we have the following comments.- Comment 4.C. of our memo dated September 6, 2007 stated:"If the future parking is installed, the total number of parking spaces on site will be 50 and the site would be required to provide 3 handicapped accessible spaces (with at least I van accessible)." This is per Agawam Town Code §169-28 B (3),see attached. Nease note that the additional accessible puking space will only.be required if the wavier requested by the applicant to reduce the number of parking space from 50 to 39 is not granted. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, L 0 C.Decker, E.I.T. E.I.T.0 0i e r Interim Town Engineer A G.Decker, E.I.T. Michael C. Chase,EIT ivil Engineer I ,s.VsA464 dunkirs titmum 1904 main stvncnw 3 upt 2007.dat 08/20/2007 13:37 FAX 4138210831 § AGAWAM CODE 169-28. cultaid canters, residential dweDings or for ainy other place,where the public has a right of accesa as invitess or licensees shall reserve parUng spaces in said off-areet paricing areas for motor vehicles of disabled veterans and handicapped persons if the number of parking spaces in any such am is 15 or moit. T'he parking spaces raserybd for motor vehicles of disabled veterans and handicapped persons shall be clearly mjqW by pavement markings and signs or other designation app,roved by the Superintendent of the D:pu=nt of Public Works or his designee. The parking spaces for disabled veterans and handicapped pen,on.s shall be of such a size as dotennined by the Superintendent of the Departrucrit of Public Woft or his designee, but in no event less than 12 feet in width, The parking spaces for dimbled vets and handicaprAd pmona 00 be as near as possible to a building entrance or walkway and ad to curb ramps or other unobstructid methods permitting sidewalk access to disabled veterans and handicapped persons. - B, Ile number of parking spaces reserved for disabled veterans-and Sandicapped persons shall be determinod in accordance with the following formula: (1) If the total number of parking Tsaccs Is mom than 15 but Jess than 25, then there shall be at toast one desipated parking &paw for disabled veterans and handicapped persons. (2) If the toW number of parking spaces iq mom than 2S but less than 40, then there shall be,5% of the spaces but not fewer thvkn two designated perking spaces for disabled veterans and handicapped persons. (3) If the total number of parking spaces is mom than 40 but less than 100. then there shall be!.4% of tease spaces but not fewer than than designated parking spaces for disabiod.vewrans and ha 'capped persons. (4) ff the total number Of parking spaces is more than 300 but less than 200. then there `shall be 3% of the spates but not fewer than four designated parking span es for disabled veterans and handicapped persona. (5) If the total number of par�ng spaces is mare than 2W but less than 500, then them shall be 2% of the spa= but not fewer than sire disipated parking spaces, for disabled veterans mid handicapped persons. (6) If else total number of parking spaces is mm than 500, then there shall be 11/2% of the spa=but not fewer than 10 designated parking spaces for disabled yetorarls and handicapped persons. C. Art Y person who has lawful control who does not reserve and properly mark parking spaces for disitbled vewrans,and handicapped persons as required by this sot tion shall be punished by la fine of$50. Each day said violation continues shall constitute as separate violation hereof. 169:10 03-11-2M 09/06/2007 13:33 FAX 4138210631 002/004 TOWNOFAGAWAM Department ofPubfic Works 1000 Suffield Street Agawam,MA 01001 Tel (413) $210600 Fox (413) 8210631 John P. Stone Superintendent MEMQRAND To: Planning Board C C: Gary Weiner—Ecotech; John Stone—DPW Supt.; File From: Engineering Date: September 6,2007 Subject: Dunkin Donuts— 1804 Main Street—SP 464 Per your request, Engineering has reviewed the plan entitled"Site Plans;Propose Dunkin'Donuts;s#1804 Main Street; Agawam,Mass; for,J&N Salem Family Limited Partnership;January,2007;Ecotech Environmental Associates, Inc.; 180 Denslow Road,P.O.Box 188,East Longmeadow, MA 0 1028"and we have the following comments: Qen pral Cg=an1% 1. The proposed driveways will require curb-cut permits from MassHighway. 2. The width of the granite curbing along Main Street should be changed from 5 inches to 6 inches, or as directed by MassHighway. T ransDortati on--Qo-mments. 3. The two eastern most puking spaces along the northern property line may be difficult to pull into when turning into the site from Main Street 4. Accessible Parking Comments: a. The curb ramp requires a level area of at least 36 inches wide. The curb ramp at this location would likely be very similar to MassHighway Drawing Number AVE 107.2.IR, (see attached), use of a detectable wuning panel is optional in this location. b. The accessible parking sips are to be retroreflective with white lettering against a blue background with the verbiage specified in MGL C.40 §22A: "Handicapped Parking: Special Plate Required Unauthorized Vehicles May Be Removed at Owner's Expense". Placement of the sips are to conform with'521 CNIR 23,00 c. If the future parking is installed,the to number of parking spaces on site will be 50 and the site would be required to provide 3 handicapped accessible spaces(with at least I van accessible). 5. The proposed dumpster location is several feet off the edge of pavement and may prove difficult to access;Engineering recommends that the applicant's engineer reconsider the placement of the dumpster to allow for better accessibility. Sanilga-$ewer and Water Sgoly Commepts: 6. The plans show a ofl/water/greasc interceptor/separator,but it does not appear to be inline with the s�itary sewage flows from the building. Please relocate either the interceptor/separator or building connection as to allow for flow through the device. 09/0612007 13:33 FAX 4136210631 003/004 7. Only one building connection is shown on the plans, flows that do not require treatment by the oillwater/grease interceptor/separator are not to flow through the device. StoM,D-rainage Comm=. 9. The revised plans show an infiltration bed located in front of the proposed building,which will receive the roof drainage. The latest drainage calculations do not show this structure;please revise the calculations,showing the time it takes for infiltration into the surrounding soi,ls. It is recommended that there be some type of overflow device built in to this structure to handle flows in the event failure. Engineering reserves the right to make additional comments as new information is submitted, If you have any questions please do not hesitate to contact this division. Sincerely, do o G.Decker,EIT G. 7--- Michael C. C e, Civil Engineer I Interim Town Engineer %Asp%64 d=Wn"uts 1804 main ommo 2 sqt 2007.dot 08/06/2007 13`:33 FAX 4138270637 (b004/004 LLJJ Ile v I a � rr M # l is se f_ H EL HAIR MP ON D�OF 2004 NARROW SIDEWALK DAMS WITH DETECTABLE WARNING PANEL., 07-2.1 06/P5/2007 15:06 FAX 4138210631 Z 002/003 TOWNOFAGAWAM Department of Public Works 1000 Suffield Street Agawam, MA 01001 Tel (413) 8210600 •' Fax (413) 8210631 John P. Stone • Superintendent MEMORANDUM To Planning Board CC Cary Weiner—Ecotech; John Stone—DPW Supt.;File From: Engineering Date: June 14,2007 Subject; Dunkin Donuts— 1804 Main Street—SP 464 Per your request, Engineering has reviewed the plan entitled"Site Plans;Propose Dunkin' Donuts; #1804 Main Street; ,Agawam,Mass; for; 7'&N Salem Family Limited Partnership;January,2007;Ecotech Environmental Associates,Inc.; 180 Denslow Road,P.O.:Box 188,East Longmeadow,MA 01028"and we have the following comments: General'Comments: 1. The vertical granite curbing should conform to Town and/or MassHighway standards; 2. The proposed driveways will require curb'-cut permits from MassHghway. 3. Specify on the plans what the cell tower's new access drive is to be surfaced with. 4. The existing shed located near the cell tower into remain on sheet 5 and to be demolished on sheet 3 please clarify which is correct and change the plan as needed. Transportation Comments 5. The two eastern most parking spaces along the northern property line maybe difficult to pull into when turning into the site from Main Street 6. Additional pavement markings and/or signage maybe required to delineate and differentiate the drive thm and the escape lanes; show their locations and details on the plan as needed. 7. Handicapped Parking Comments:> a. At least one space is required to be van accessible(8ft wide space and Eft aisle)or all spaces have to be universal spaces(11ftwide space and 5f1, in accordance with AAB and ADA regulations. b. A curb ramp should be installed at the end of the access aisle,please show a detail for the ramp on the plans. c. The signs need meet with AAB and ADA regulations and also must conform to MGL C.40 §22A; this is to be shown in a detail on the plans. d. If the future parking is installed,the total number of parking spaces on site will be 50 and the site would be required to provide 3 handicapped accessible spaces(with at least 1 van accessible), .8. The plans show 11 parking spaces shadowed-out and labeled as"future parking(if required)",specify on the plans what material these spaces are to be surfaced with. 06t)5/2007 15:07 FAX 4138210831 1Z0031003 9 w 9. The 60,degree angled "future"parking shown along the escape lane has an available aisle of l3fl (trot including the Drive-T 's queuing lane. Engineering recommends that these spaces have an aide o I8ft to provide enough room for proper maneuvering its accordance with ITE's: Traffic Engineering Handbook, *Edition. 10. The proposed.dumpster location is several feet off the edge of pavernent and may prove difficult to access; Engineering recommends that the applicant's engineer reconsider the placement of the dumpster to allow for better accessibility. 11. The p ose "DO NOT ENTER SIGNS"are to meet MUTCD standards, details are to be shown on the.: ply. Sanitary Sewrear and Water Suyl2ly orontents: 12. The proposed restaurant is required to comply with Agawam Town Corte C.175-29;which requires an oil/water/grease interceptor/separator be installed. Please note that this section of code requires that only flows which require treatment or separation shrrll;flow through the device. 11 The water service for the site may need to be increased insize' to accommodate larger flows; the applicant should consult with their engineer to detamine the proper line sizing for the site's loading. Storm Drainage Comments 14. Storm drainage calculations have not been submitted for the current site plant;please submit storm drainage calculations for-review as,part of either the Agawam DPW s Storm Drain Pmviit application or s part of a NOI filing.: 15, Please label the infiltration trench locations on the plans. 16. Along the northern and southern property lines swaler are proposed,please show spot grades along the flow lines and property lines. 17. The proposed detention pond is located over a previous replanting area from 2002 when the cell tower was built. The applicant should contact the Conservation Commission to see if altering or removing any of the replanting am is allowed Erosion and Sedimentation Controls Comments: 18.Please show a detail for the silt fence on the plans.. 19. The stone construction entrance should be at least 5011long. Engineering reserves the right to true additional comments as new information is submitted. If you have any questions please do not hesita a to contact this division. Sincerely, h G. E.LT _ Michael C. Chase,B.I.T. Civil Engineer I Interim Town Engineer O puA6a dunk+n dmugr 1804 mvin Omema 1 062007.doo ECOTE E VIRON E.NT L As4sbOCIATES, INC. . 180 ©enslow Road P.O. Box 188 • East Longmeadow, MA 0102E P. 413 525.6703 E. 413•525.3582 E. ecotecOnetmaiLatt.net' June 7, 2007` Mr. Dennis Hopkins, Chairman Town of Agawam Planning Board 36 Main Street Agawam, MA 01001 . Re: 1804 Main Street—Dunkin Donuts Dear Mr. Hopkins: At the request of.Mr. John Salema of J-& N Salema Family Limited Partnership, I would ask for a continuance for thirty (30) days of-the site plan review scheduled for tonight. The continuance will allow the environmental consultant time to file the required Notice of Intent for the project and to receive input from the Conservation Commission through the public hearing process. I would request a three week continuance. Thank you for your time and attention to this matter. Sincerely, NG9 P. WaAreiner,P.E. Project Engineer cc: Mr. John Salema Mr. Paul Caron Jg CIVIL ENGINEERING LAND SURVEYS ECOT'Ec 'ENsviAO' N ! INC. 180 Qenslow Road • P.O. Box 168 ¢ East Longmeadow, MA 01028 P.' 13"525•6703 F. 413.525.3 58 2 E; ocotecOinetmaiLatt.nat May 17, 2007 , a Mi. Dennis Hopkins, Chairman Town of Agawam Planning Board 36 Main Street Agawam, MA 01001 Re: 1804 Main et— Dunkin Donuts Dear Mr. Hopkins: At the,request of Mr. John Salcma of J & N Salema Family Limited Partnership, l would ask for a continuance of the site plan review scheduled for tonight. The continuance will allow the cnvironmcntal consultant time to file the required Notice of Intent for the project and to' receive input from the Conservation Commission. I would request a three week continuance. Thank you,for your time and attention to this matter. Sincerely, Gary P. Weiner, P.E. Project Engineer cc: Mr. John Salema Mr. Paul Caron /g CIVIL ENGINEERING * :AND SURVEYS 05/17/2007 1 .05 413-52535B2 ECOTEC PAGE 01, �r EC' OTEc L I , 180 Oenslow Road -P.C1. Box IBB - East Longmeadow„ MA 01028 R 41 -5'2 -5703 F. 413.525•3582 E.'ecotecai»etma il.amnet May 17, 2007` Mr. Dennis Hopldns, Chairman Town of Agawam Planning Board 36 Main Street MA 01001 Re- 1804 fain Street—Dunkin Donuts Dear Mr. Hopkins: At the.request of Mr. John Salema_of J & N Salema_Faznily Limited mited Partn,ership, I would ask for a continuance of the site plan review scheduled for tonight.. The continuance will allow the environmental consultant time to file the required Notice of intent for the project and to receive mpu t fhm the Conservation Commission. I�would request a O=e week continuance. Thank you for your time and attention to this ratter. Sincerely, /r!y P. Weiiuvr, P.E. Project Engineer cc: Mr. John Salema Mr. Paul Caron fg CIVIL ENGINFEFIINn LAND SURVEYS AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: May 16, 2007 DATE RECEIVED: April 25, 2007 DISTRIBUTION DATE: April 26, 2007 PLANNING BOARD MEETING DATE: May 17, 2007 APPLICANT INFORMATION 1. Name of Business: Dunkin Donuts Address: 1804 Main Street 2. Owner: J & N Salema Family Limited Partnership Address: 4 Harding Avenue, Ludlow, MA 01028 Telephone: 589-1761 Fax: 3. Engineer: Ecotec Environmental Assoc., Inc. Address: 180 Denslow Rd., P.O. Box 188, East Longmeadow, MA 01028 Telephone- 413-525-6703 Fax: 413-525-3582 PLAN REVIEW Scale: 1" = 20' Date: January 2007 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): 0. K. Description of Project: Proposed construction of a 1700 sq.ft. drive-thru restaurant. Site Plan Review Page 2 Description of Site The site is currently occupied by three buildings, two out buildings and the farmer location of'Lennie's Fiberglass. The Lennies' building was damaged in a fire a number of years ago. The site also has a cell tower and its accessory equipment sheds. There is a perennial stream on the property and associated wetlands. A Notice of Intent was issued for the cell tower and a Certificate of Compliance has never been issued. A Notice of Intent must be filed for the proposed work. Provision for Traffic Flow- The plan shows two curbcuts. The northerly most is for two-way traffic and is 24' wide and the southerly is the exit for the proposed drive-thru window, Parking: Thirty-nine ( 2 handicapped) parking spaces are proposed with an additional eleven shown as future parking. §180-44 H of the Zoning Ordinance allows the Board of Appeals to decrease the number of spaces actually constructed from the required 50 to no less than 30`as long as a reserve area is shown on the plan. Given that the Board of° Appeals approval is necessary to decrease the required 50 spaces, all 50 should be shown on the plan submitted to the Planning Board. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The fallowing landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: 0. K. ExteriorLighting: A lighting contour plan must be submitted. All exterior lighting must be shielded and no light shall flow onto the adjacent residential property. The dimensions of the proposed light must be provided. Rendering or Elevations: Not provided. Elevations including colors and textures must be provided. Dumpster Location: All dumpsters must be gated, fenced and screened. The type and height of the proposed fence must be shown on the plan. Other Comments or Concerns: During the Planning Board's earlier approval of the cell tower, a number of trees were required. The trees were planted along the northern Site Plan Review Page 3 property line and at the rear of the site. It must be determined if these trees will be impacted by the proposed development. Memo To.- Planning Board From gt. Richard Niles ubject: Site flan -Dunkin Donuts— 1804 Main St. Date: 0 -15-2007 Attached you will find a copy of the site plan review conducted an 0 -1 l- 005. The observations and comments made at that time remain thia same as of 05-15- +007. Respectfully Submitted Sgt. Niles Safety Officer Agawam police Department tFIECEV "Ev"' '. MAY 16 2001 *)LANNINU , UARU MEMO To: Planning Board From: Sgt. Richard NMES, Safety Officer Subject Site Plan- Dunkin Donuts -LBR Realty Trust LLC r 1804 Main Street —Date- j08-1-1- 005 The existing catch basin located in the center of the present curb cuts (entrance and exit) on the west side of Main Street, was used:as a paint of reference. The following observations were made regarding this site plan: Roadway: 1) the quantity of the flow of traffic is light to medium ) the roadway has two (2) lanes; one (1)north bound..& one (1) south bound, each lane has a breakdown lane 3) the north bound lane is 1 .6' wide with a 73 breakdown lane the south bound lane is 1 i.6' wide with a 7.4 breakdown lane the total width of the roadway at the point'of reference is 4 `' 4) the roadway surface is paved asphalt 5) there are minor defects in the roadway surface;gaps in the pavement,joint'separations 6) the closest side street northerly is Woodcliff, 365.6'north of point of reference the closest side street southerly is Kanawha, 137.7' south of point of reference Visibility. 1,) southerly visibility is at least.5 miles ) northerly visibility is at least.5 miles Lighting:, 1) there is a street light 156.2' north of the point of reference on WMECo pole # 204 ) there is a street light 137.7'south of the point of reference on WMECo pole#2 7 Traffic Controls:.. none present Sidewalks: none present, on either east side or west side of Main street at the point of reference School Zone: the closest public school is Clark Elementary school, 1.6 miles away Playgrounds: the closest playground is located Clark Elementary School, 1.6 miles away Parking: appear to be in compliance with town ordinance regarding handicap parking spaces --- - Speed-L-i t.-posted-40mph-- Road Markings;: 1)double solid yellow marking in center of roadway 2) white marking on north and south bound lanes dividing travel lane from breakdown lane Traffic Unit ImpactEstimate: none provided 'Other- 1) mixture of residential and business areas 2)this is an original site plan 3}Six Flags is located ,1 miles north of the point of reference. Suggestions; 1) increased street lighting 2)inclusion ofsidewalks Respectfully Submitted Sgt. Richard NILES Safety Officer, Agawam Police Department 05/10/2007 17:2 413-52 3582 ECOITEC PAGE 02 AGAWAM PLANNING BOARD Fonn D, Application for Site Ilan Approval Please complete the following form and return it and 10 copies of the Site Plan to Agawam Building Department 1000 Suffield Street Agawam,MA 01001 t- Name of Susin so U NiK t w am AM,, 11304 tt4 pt Tel hQn Fax Address L� , LLARDit��AvF-NUE,, LLMU�)� 0105G ' cpl�c► c 1--�L 113 S =- 11G I ax :3 Name of F igin lArchitec 0'"MCW W-V I Ro C A,ddregs 1 F-ws D. I o A.010 'cicphonc =41-3 — 54 0 Fax 4.. Nease give a brief description riptio of the proposed prq cet: 1 KE AV'?UCA&rr tS C5I 10 �1 X A rz C)LO aR11HE FWr "'DunIkl N DIDmuTs" W I-rWDRIVE-E - RU OW E -S. AC- 1 .T,, tau( EWILD IWdS WILL. � D MOUSHeb rt �lv SI-Te ,A\MpV4TME5 WILL- I LUD RJr-ISIG SPACES, LAWDSCAPtNG #SMELI AND 1 )41) xMPROVEM Arvid 2/1r07 TDTAL P.02 AGAWAM FIRE DEPARTIENT 800 MAIN STREET 0 AGAWAM,MA 01001 ililillilljllllii TELEPHONE (413) 786-0657 FAX(413) 786-141 e-mail afdchief@agawam.ma.us' Stephen M.Martin Chief of Department FlItES Michael Mercadaute Provisional Deputy Chief Georgia Thompson Administrative.assistant MEMORANDUM TO Planning Board FROM: Fire Chief Stephen M. Martin DATE: May 1 2007 Site Plan-Dunkin Donuts, 1804 Main Street. The fire department has no objection to the site plan for the Dunkin Donuts at 1804 Main Street. Thank you, Ste,ph M. Martin G Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927` MEMO TO: Engineering Dept., Police;Dept.,;Fire Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan - Dunkin Donuts - 1804 Main Street DATE- April 26, 2007 Please review and comment on the attached Site Plan for Dunkin Donuts at 1804 Main Street prior to the Board's May 17`h meeting. Thank you. DSD:prk Town of Agawam Board of Appeals 36 Main Street Agawam, MA 01001 E MEMO DATE: April 22 2007 TO: Planning Board FROM: Board of Appeals RE Site Plans for: J&N Salema(Dunkin Donuts) 1804 Main Street Reason: Special Permit application filed with the Board of Appeals. Attached please find 10 copies of the site plan for the above referenced property: These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date,we will assume that you have no objections. FCEIVED APR 2,5 2007 BOARD r TO WN OF A GA wAmLr CA 36 jVL41N-STR_EEjW .l. BOARD OF APPEALS Case # co ri- F ledYOVOr7 Hearin Application. to Board of Appeals for SPECLUL PERMIT as provided'in the Zoning and. other By-laws, Applicant J Ei N Salerna Family Ltd, Partnershi gAdd ess 4 Hard.i-n-g Ave., Ludlow, MA Application is hereby made f6r. P E_CLU PERM ' as provided bv; Section 1 80-44 paragraph H" l of the By-law. Premises affected are sitzrated on plain Street; 3000 fee distant from the corner of South Street and Imown as street number 1804 Pop rty is zoned as industrial A The' O_pplicant is requesting a Special Permit to construct a Dunkin Donuts restaurant' at 1804 Main Street. The proposed restaurant would have a drive through service . window and internal seating for the customers. The applicant is providing 30 paved parking spaces along with 20 additional spaces set aside as open space, NED }: C 5 2007 BU U i e of owner or his authorized ,agent ' ANN NOTICE: TFHS, ''PLIC4 TIONMUST BE FILLED OUT IN INK OR nTEWRn7EVi r Bk 146 5 iPwg1t #1a2t2 02-19005 @ 0 9-*O 1 a OU€'d'CLA,IM REED kNNOW ALL MEN BY THESE PRESENTS THAT WE,Mognord C.Gardner.Sr., 110' - PC Birdie M.Gardcter and Richard L.Gardner„ 1804 Main Street, Aga , �- Masuchusetts, for consideration paid,and in full consideration of less than One Hundred and no/100 > (. loll a CO grant to LRO Reaft'1!` ug L .a Massachuset Limited Liability Corporation with a -- -- - principal place of business at 1804 Main Strut,Agawam, Massachusetts, with Quitclaim Covenants A certain parcel of land with buildings thereon situate d in that part of said Agawam, Hampden•County,Massachusetts,bounded and described as follows: Beginning at a point on the westerly side of Main Street at the northwesterly comer of land now or formerly of Heiman and running thence N. 75 degrees 51' 30"W. along last named lar4 two hundred seventy-five(275)feet to a point;thence running S. 16 degrees, 3V 30"W along last named land,sevinty-five(7 )feet to land now or formerly ofthe estate of Luther P.Davis thence running N. 75 degrees 51' 30"W along last named land live hundred forty-(540)fleet to a paint;them running N. 1 degrees 27' 06"E.along last named land,one hundred eighty(180)feet to a point,theme running S.79 degrees 03' 20"E. along land of Court Equipment,Inc.,two hundred seventeen and 69/100(217.69) 4` feet to a point;thence running S. 75 degrees 51'3[l'E.along land of Court Equipment, Inc.,one hundred sixty-six arW ,321100(166.32)feet to a point;thence continuing along land of Court Equipment, Inc.,S. 88 degrees 03'30"E.,one hundred fifty-eight and 20/100(158,20)feet to a point;thence continuing along land of Court Equipment, Inc.,S. 75 degrees 51' 30"'E., three hundred twr -six and 50/100(326.50)feet to the westerly' side of Main Street;thence running S. 16 degrees 31' 30"W.along Main Street,one hundred(100)feet to the point oifbeginning. Being the same premises as conveyed to the,grantors herein by deed of Leonard C. Gardner,Sr.and Birdie M.Gardner dated September 21,2004 and recorded in the Hampden County Registry of Deeds in Book 14522,page 402„ CD ' r _ ; li APR Pi <; ' Bk 14825 Pry 12 #12212 Executed as a sealed instrument this day of February 2005. 8 CD Leonard C. ng.Sr- -4 X" "0 Ab 9 Birdie M. Gardner chard L.Gardner Co STATE OF FLORIDA FEBRUARY 2005 .2 On this day of February 2005,before me,the undersigned notary public,personally appeared Leonard C.Gardner,Sr.and Birdie M.Gardner,proved to me through satisfactory evidence of identification,which was their driver's licenses,to be the person whose name is signed on the preceding or attached document,and acknowledged to me that they signed it voluntarily for its stated purpose. E. CA JAMENCKMSN %A).e 0 Notaq Pubk Slate of rya4 WM ovk'"jm IZ 2W7 Notary Public::1"v.e- A&t. 5 No.DO 177M My Commission Expires: :12 t tzwE —0 t Ln M C-) rn COMMONWEALTH OF MASSACHUSETTS HAMPDEN,SS FEBRUARY 2005 /Sol- on this ' day of February 2005, before me, the undersigned notary public,personal,ly appeared Richard'C.Gardner,proved to me through satisfactory evidence of identification,wit'ich was his MA driver's licenses,to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily for,its stated purpose. Notary Public.Paul D. Barry My Commission Expires: February 20,2009 00MID E. AStIE. P**i4TW WAVM SIM amw OF am fr s AGA1Xf'AM OFFICE OF PLANNING &.COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: May 16, 2407 DATE RECEIVED: April 25, 2007 DISTRIBUTION DATE: April 26, 2007 PLANNING BOARD MEETING MATE: May 17, D 7 APPLICANT INFORMATION N 1: Name of Business: Dunkin Donuts Address. 1804 Main Street 2 Owner: J &. N Salema Family Limited Partnership Address:: 4 Harding Avenue, Ludlow, MA 01028 Telephone: 589-1761 Fax. 3. Engineer: Ecotec Environmental Assoc., Inc. Address: 180 Denslow Rd}, P.O. Box 188, East Longmeadow, MA 01028 Telephone: 413-525-6703 Fax:: 413-525-3 8 PLAN REVIEW Scale: I" = ' Date: January 2007 Title Block (Street Address, Applicant's Name, Address, kale, Name of Preparer of Plan): 4. Description of Project: Proposed construction of a 1700 sqft. drive-thru restaurant. k Site Plan Review Page 2 Description of Site The site is currently occupied by three buildings, two out buildings and the farmer location of Lennie's Fiberglass The Lennies" building was damaged in a fire a number of years ago. The site also has a cell tower and its accessory equipment sheds. There is a perennial stream on the property and associated wetlands. A Notice of Intent was issued for the cell tower and a Certificate of Compliance has never been issued. A Notice of Intent nest be,filed for the proposed worts. Provision for Traffic Flower: The plan shows two curbcuts. The northerly most is for two-way traffic and is 24' wide and the southerly is the exit for the proposed drive-thru window. Parking, Thirty-nine 2 handicapped) parking spaces are proposed with an additional eleven shown as future parking.. §180-44 H of the Zoning Ordinance allows the Board of Appeals to decrease the number of spaces actually constructed from the required 50 to no less than 30 as long as a reserve area is shown on the plan. Given that the Board of Appeals approval is necessary to decrease the required 50 spaces, all 50 should be shown on the plan submitted to the Planning Board. Drainage. See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers. The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of th,e public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel."* :Sign Location: 0. K. Exterior Lighting: A lighting contour plan must be submitted. All exterior lighting must be shielded and no light shall flow canto the adjacent residential property. The dimensions of the proposed light must be provided. Rendering or Elevations: Not provided. Elevations including colors and textures must be provided; Dumpster Location: All dumpsters must be ,gated, fenced;and screened. The type and height of the proposed'fence must be shown on the plan. Other Comments or Concerns: During Planning Board's earlier approval of the cell tower,'a number of trees were rewired. The trees were planted along the northern Site Plan Review Page 3 property line and at the rear of the site.. It must be determined if these trees will be impacted by the proposed development. f g 4 2,117 -WOODCLIFFAV tz o A I 1 ,,8,>_ 0 1,21 Interactive Map �i i, a E Parcel ICE,, K! 3 0 227 54 Owner: GARDNER —.-I Date° Parcel Address. ..804 MAIN S r +wa e: V=22 7 0 7472) 1 6r0 "3 �y , i tiS' 6 tft t t, �a .P s �aw tub w r'a, F Interactive Map Parcel : K€ 1 :, 0 227 4!1 Owner: GARDNER Date Parcel Address. 04 MAIN ST `r J7��, ECOTEc ENV'IFIONWENTAL As.SOCIATESs INCe 180 Denslow Road -PA Box 1 . East Longmeadow, MA 01 b28 P, 41 -5 -5703 F. 413•525 i 3582 1 . ecotec@inetmail.att,net September S, 2007 Ms. Deborah Dachas, Planner Town of Agawam Office of Planning and Community Development 6 Main Street Agawam, MA 01001 Re- 1804 Main Street- Dunkin Donuts Dear I'u1s. Dachos Accompanying this letter please fined the amended plans and revised stormwater management report. The revisions are the result of meeting with the Conservation Commission and addressing concerns raised in your review memo and memo's generated by the Engineering Division of Public Works. The architect for the project is providing under separate cover the building elevations. We are also providing a set of plans and the drainage: report directly t the Engineering Division. e look forward to meeting with'the Planning Board tomorrow evening and thank you for your attention to this project. S' cerely, IN /G%P. Weiner,-P.E. Pngineer attachments cc; Paul Caron CIVIL ENGINEERING LAN® SURVEYS EC' OTEc ENviRONMENTAL AsSOCIATES, INC. STORMWATER MANAGEMENT REPORT 1804 MAIN STREET AGAWAM, MA for J& N SALEMA FAMILY LIMITED PARTNERSHIP d RE UGUST 2007 DECEMBER 2006 ECOTEc EimAorulMENTAL ssoctAns, Iruc. Storm water Management Report 1804 Main Street Agawam, MA or J& NSal ma Family Limited Partnersiti The developer is proposing to construct a 1740 square foot Dunkin Donuts restaurant with drive-thru on approximately 3.5 acres of land located at number 1804 Main Street. The site has three existing, structures and a cell tower located at the front of the parcel. 'Approximately 2 acres will remain undisturbed and only those areas previously used will undergo .new construction. The parcel has a brook traversing it from north to south with ai vegetated wetland system abutting the brook. Site topography in the area of the proposed development slopes down from Main Street and has a 14 foot elevational difference east to west.. The site is underlain by soils of the Limerick classification. The soil classification was verified by test pits dug around the site. Soil permeability was determined to be very slow due to a high groundwater table and dense soils. No percolation testing was conducted at the time of the soils evaluation. The sails evaluations are detailed in Appendix A. The proposed stormwater drainage system is designed to conform to current MA. Department of Environmental Protection Storm water Management Standards and good engineering practice. The management system will use standard catch basins with hoods and four (4) foot sumps. The catch basins will discharge to standard piping and to a "Stormceptor" manhole. Following sediment and grease/oil removal, the flows will discharge to a detention basin for volume and rate of discharge control before flowing to the brook. The system has been designed to accommodate the project storm increases up to the 100 year -- 24 hour storrn occurrence. The pre and post development flows have been modeled using the Hydro CAD 8.0 software for the 2 year, 10 year and 100 year sto construction management plan and long-terns maintenance plan have been included in this report in Appendix B. A D.E.P. Storm Ater Management Dorm is also completed and included in Appendix B. �:..� , • ` .�"rat'^ . '-' ti q �ha5^Yam+ �� . � ,etas`, ��, p ,• �"&c s*^ H�gL- W ,, as'i '. a 's -' 'aF.1. -*� -tom •` ,�a�ss� 1. ', �. ;� ��,� ��J�.9 t P,� � M ,�� , is " •�" ZA a�. •{�;'ry� £' =,� �� €� .o'er � � � �� 9 R• * � °;� � t "� � •+',•s 3"� �a4�a ;a*.wtir "!+'y�� tip«s-��:,, e `�6� t�°` '� �.. � r.°'f�1,��t § ?�� .er'" �> "'\ "a'i; � '�� y �t fey■ � '�°�+' '*'r4.? r �� a;rb'!�=yam-. sue- rr� .cif+.'! � ( 'Fa ,.�, +;p. � � � '�"} ,� �. ;y''*i +^" 9y" V .e;Ls� r' 1 "• Y � +"'ddM°�.r.Y". \ t,w' ac*� .e4 fyr( •.4. `s.1 C ,• I x+ "��"�t � <y � � �C«, �•..�� *gym ,� r- 3,y�`;.vsw��,,+i;�:�, °+ �'�,.�,,?,.rg .�"� S BMW S Ar`'� at"S +w�" � u.. ' V%110 MOT Project Locus ffjklli . F 9 ,�. � - �+rd^r •cf :. e a ��vv�� *`OW ..fit Srt. a .t•aq, A MIT 10 o-ttlow--& ment Firew- I evtv p ub at Ea Ql Lil Drainage Diagram for Agawam-Main St-Dunkin-Exist Prepared by;Eootec Environmental Asst iates 1 12007 Hydr &CIS! s/n 002176 0 2006 HydroCAD Software Solubons LLG 1 r �: Jean W.Tar 8 L4+me"";;?ewes ram- - - ' �� ced tor+ar � chry �• ns.. 1 of Im ft. ♦ f sq.f l « X1 Leanartr C.a etnlc 61aa 14 i = 1g1 $ 14527 Pg.40Q , 3" � • _ 61 0 I i 5 Parcel Area ' �l `. 15S,B10 s.R ./ vd R\� r ; .James C.a MOrma R. (. f Ilk.540 s 400:Pg t5 t 5 m L Stiiert.wmnanem Garm" 8k 70979?¢i0 i:4'4EK1d. .no PfY ti eftspl�+x�Bsl Oft.d VrW srewe .� 100E M aEr'd hAW 100 E iry dpwls.IIJr� � --. �. Notes: am E&Am aprYn - 14 For We hXerest b ft pumcd H vnpdm 0 urdyr -Owd fto Aag¢my d Oeade book 148Z�11. a+kr,p cola— I, +rr� '--.— �s.g Conditions 2)P. h m5etl kdaats'kal A ,>01�urr�rr5 — � Existing Site Cionditions cerrl*Ym halr kdkn moa #1804 Main Street 3.) nd LMUr b=W ra ShOW hWoW are bama lopsLuss ar bred by sirmy mid ey lbee Agawam, Mass. rerad dada and a'e AckW Iou HI d'I1 I Bench Mad= 1 be,vpn80d wM am appropruft us111y camp"mxft MW m5riciPddepwWWO pdm 10 ere Wart d cW4MjcsOM PJm of switary waxer mardn6e locoed a1 ere eeffisrly ukk 01 4.)r41(}Ojrr k:aurveyi1>orm>f�1 Aarlighedb1rS1r 1 Main street rrearto ca'wda„baW J 81 M salema Family.:Limited Partnership Amci�Surveyor;fm EJevaeoa-FV; �+ ar 5.►Associd&r&rvoy N naggng'S 1a Par6sn+ed by P6orrear aum'd drain imillp{a bc�ed on" �esmdy aided Morn Strome GCoTEC EunnomYENTAL AssociATM Ime. Ma aW veld bmbd by&Yft/asoCiMe ere PerceL. Chtt Ea( ap WmDrWn d 'opg, I I 11gDs.wo.Roea .:v.o.eaa,en 4msLs&-fsw. .maQa. C—RAPHIC :SCALP P.413-52!$-WW F.4r]-5M-&W E swMd=o@er=I* Surveyors•Vrc_ .. - r � le.4ra 1•.Jpr pan, 2M7 t w.m:f Gaarp+0"QW. aA 6'n J�M.8 J.7. Cwe D" G.W. Revised;8MM7 Sheet 2 of 8 soar"sow PROMC.If 0s:104 1 Agawam - Maim St - Dunkin - Exist Type M -hr -year ihf J1= . Prepared by Ecotee Environmental Associates Page H)LdroCADO 8.00-s/n 002175 0 2006 MroCA Software Solutions t_L.0 1 flfJ7 Time span=4.00-26.00 hrs,dt=0. hrs, 110 1 points Runoff by SCS TR-20 method,UH= CS Reach routing by Star-W+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Pre-Development Runoff kea=42,840sf RurKA Depth=1.74' Flow Length- Tc=2.7 ruin CN=87 Runoff= .25 cfs 0.143 of Total Runoff Area =0,983 ac Runoff Volume=0.143 of Average rage Runoff Depth = 1.74* 59.03%Pervious Area =0.581 ac 40.97%Impervious Area 0.403 ac Agawam - Main St - Dunkin - Exist Type///24-hr 2-year Rainfall=3.ff Prepared by Ecotec Environmental Associates Page 3 HYdroCQ@ 8.00 s1n 002175 0 roCAD Software Solutions LLC Subcatchment IS: Pre-Development Runoff 2.25 cls @ 12.04 hrs, Volume= 0.143af, Depth= 114' Runoff by SCS TR-20 method, UH=SCS, Time Span— 4.00-26DO hrs,dt= 0,02 hrs Type Ill 24-hr 2-year Rainfall=10D' Area Lsq CN Description 17,550 98 Paved parking&roofs 5.857 89 Did roads,HSG D 19,433 77 Brush, Fair, HSG D 42,840 87 Weighted Average 25,290 Pervious Area 17,550 Impervious Area Tc Length Slope Velocity Capacity Description LmiE feeq (!L/ftj (f Lejc _Lfsj_ 0.5 50 0.0540 1.73 Sheet Raw,Sheet Flow(pvmnt) Smooth surfaces n= 0.011 P2= 3.00" 0.6 Ill OD252 3.22 Shallow Concentrated Flow,Gutter Une Flow Paved Kv- 20.3 fps 0.9 123 0.0211 234 Shallow Concentrated Flow,Gravel PaNng Unpaved Kv= 16.1 fps 0.7 102 0.1162 2.39 Shallow Concentrated Flow,Overland Flow Short Grass Pasture Kv= 7.0!2s 2.7 386 Total Subcatchment IS: Pre-Development Hydro grap h 2"ds i Type Ill 24-hr;2-year ... ........ 2- Rainfa[P-100" Runoff Ar6a-42,2410 sf Ru'nciff Volu 'M e=0'143 oaf Runoff Pep'th"I 741# _ Tlow.LeA9th=U6'._. Tc=2.7 'min Cif- 7 0 17 1 if 17 li to 5 21 23 24 25 26 1 Time {hours) Agawam - Main St- Dunkin - Exist Type N 24-hr 10-year Rainfal1=4. CT Prepared by Ecotec Environmental Associates Page 4 roCADO 8.00 Ln 002175 0 2006 tygroCAD Software Solutions LLC 12=7 Time span= ,00-26 40 firs,dt=0.02 hrs, 1101 paints Runoff by S S TR-20 method, UH=a S Reach routing by Stir-lnd+Trans method - Pond routing by Stir-Ind method Subcatchment IS: Pre-Development- Runoff Area=42,840 f Runoff Depth=0,19" FlowLength=3W T =2.7 m n CN=87 Ru =4.08 cfs 0 262 of Total Runoff Area= 0.983 ac Runoff Volume =0.262 of Average Runoff Depth = 5,19' 59.03%Pervious Area 0.581 ac 40.97% Impervious Area= 0,403 ac ,, Agawam - Main St - Dunkin - Bdst Type#]24-hr 1 C r Rainfaff=4.6LY Prepared by Ecotec Environmental Associates Page 5 LbLiroeMie 8.00 yn W2175 0 roCAD Software Solutions LLC 1=7 Subcatchment 1S. Pre-Development Runoff 4.08 cfs @ 12.04 hrs, Volume= 0.262af, Depth= 3.19" Runoff by SCS TR-20 method, UH=SCS,Time Span= 4.00-26.00 hrs, dt= 0.02 hrs Type III 24-hr 1 0-year Rainfall=4,W _Areas a� CN Descrietion, 17,5W 98 Paved parking&roofs 5,857 89 Dirt roads,HSG D 19,433 77 Brush, Fair, HSG D 42,840 87 Weighted Average 25,290 Pervious Area 17,550 Impervious Area TC Length Slope Velocity Capacity Description rain feet_JLee!L .(n M cfs) 0.5 50 0.0540 1.73 Sheet Flow,Sheet Flow(pvmnQ Smooth surfaces n=0.011 P2= 3.W 0.6 111 0,0252 329 Shallow Concentrated Ftow,Gutter Line Flow Paved Kv= 20.3 fps 0.9 123 0.0211 2.34 Shallow Concentrated Flow, Gravel Parking Unpaved Kv= 16,1 fps 01 102 0,1162 2.39 Shallow Conoentrated Flow,Overland Row Sbon Grass Pasture Kv= 7.0!ps 21 386 Total Subcatchment 1S: Pre-Development Hydrograph 4.01ds 4- ' p:Ty -hr 10-yeeir e, 111 24 Rainfa11--4.:'60" -840,d Aun'off..Are'6-42 M -0,262 6f Runoff Volu ' e�_ Runoff DeOth"11V 2- h :Tc=2.7 min =87 4 1 11 Y2 1i' 17 16 19 20 21 22 23 24 25 26 ' 113, Time (hours) Agawam - Main at- Dunkin - Exist Type 11124- r 1 -year Rainfall=6,500 Prepared by Ecotec Environmental Associates Page th�groCADO 8.00 s/n 002175 0 M MroCAD Software Solutions LLC 1 7 Time span=4,00-26 00 hrs, dt=0.02 hrs, 1101 points Runoff by SCS TR-20 method, =SCS Reach routing by for-Ind+Tram method - Pond routing by for-Ind method Subcatchment 1 S: Pre-Development Runoff Area=42,840 of Runoff Depth=5.00" FlowLength=3W Tc=2.7 min C =87 Runoff=6.25 ofs 0.410 sf Total Runoff Area = 0.983 ac Runoff Volume= 0.410 of Average Runoff Depth= 5.00' 59 03%Pervious Area- 0.581 ac 40.97% Impervious Area 0.403 ac . s Agawam - Main St- Dunkin- Exist Type off 24-&100-year Rainfafi=65Cr Prepared by Ecotec Environmental Associates Page 7 bydfoCADO 8.00 ~fin 002175 0 2006 tbdroCAD Software Sofutions LLC 1=7 Subcatchment IS: Pre-Development Runoff = 6.25 efs @ 12.04 hrs, Volume= 0.410af, Depth= 5.000 Runoff by SCS TR-20 method, UH=SCS,Time Span= 4.OG-26,00 hrs, dt= OM hrs Type III 24-hr 100-year Rainfall=&W Areas CN Description 17,550 98 Paved parking&roofs 5,857 89 Dirt roads, HSG D 19 77 Brush,Fair,HSG D 42,M 87 Weighted Average 25,290 Pervious Area 17,550 Impervious Area Tc Length Slope Veb* Capacity Description (min) &�et) (Dj M Ls 2 oj LC!2) 0.5 50 0.0540 1.73 Sheet Flow,Sheet Row(pwnnt) Smooth surfaces n— 0.011 P2= 3.W 0.6 111 OM52 3.22 Shallow Concentrated Flow,Gutter Line Flow Paved Kv=20.3 fps 0,9 123 0.0211 2.34 Shallow Concentrated Flow, Gravel Parldng Unpaved Kv= 16.1 fps 0.7 102 O 1162 2.39 Shallow Concentrated Flow, Overland Flow Short Grass Pasture Kv= 7.01ps 2.7 386 Total Suboatchment IS: Pre-Development Hydrograph t1i Knorr 7. TYP6111 24�ht,'100 Rainfall'"-6XID" I---- ------- Runoff Are#-42;84.00f ---Runoff Volu M' e=' 0..4t',0 af , 4. Ruhoff Deoth"UO" low-Lon gth=U113' IL 3- F T0=21 min 2 CN=87 .............10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Time (hours) t to r 4..its�s .�', *r� 7•a�,+'. Fost� uv"M6 eVel'opment, Stab t Re c#i on , Llnk Drainage Diagram for Agawam-Main St-Dunkin LDonufis-Devolopgd Prepared by Ecofec Environmental kisoda#c8 l2r2=006 HydroCACM 8.00 srn 002175 *2006 H foCACD SoIbmare SotutMons LL IX-7.O r r�is.s tr txrr-ieA a4em ac ix yor sull Construction Notes: 1-)-Can 0•p-Saia®r a88.'tiea-rZ*minirl d, 72 Horace prior lu t.e r t Of 0"tr mmm III VAI 'Z)Conlral I,maparrlbb toroan;prwy prritd &I d to &AI al On Dap frill f di Puble VVI 9)Wily 1160WI of . . DETENTION BA OUTLET ndrfret . prW a Wo�t d ak+owft. NO SCALE 4.)AppraYsd rlanato tw I rta at al Wnw 1 (STC-!loo).: % 1 � 51 Changes m ws pion mtly mraa as uforeasen mdmorn Storn"l ldf M1f srWe.AN ci m beappoaad by to Apsasn o.P-W:. 1 No th ron Rim BU 25t ��s idd ink. t Note: if the the detention peril 12'AOS 76.25 rn= {cannot be property cxistittged �� 12'ADSou1: 76.00 I' I eJCakivnWa�irto.wataw,eoloote.r■e>�et.oeat Proposed ante- ' 1 due to high groundwater elevation Rentave C>astirrg 5 snow stockpile trai g ad lcC"t+on i^# 7.)AM miieN Wid irirT om m=l with Age wn `the drains system shall be 1 12'Flared land area p I (min, st ll inpror tfo i } a)Gomel ohm insure the mrra rilpi i of aatry and' 9e Y redestgrred ovedwadl eledrfc al Pudie wiala . 1 to the satisfaction of the Town :Invert.7585 Engiiree+. 1 tt�YEpelOSiied p ..Catch Basin. to be installed to `✓�J✓.J�...�.J 1.•.-...:.•.�f-•J..•.�.� Rim:82.50 the start of construction .. . s tsmmc on to pebec rm r I voil I by On r-- =u- - $1 5 S elrit'3r E 10'Inv 78.44 - wrapuctio r d;tle ptelwi J •� •ei a ,� �' _ 9.1 Carmacliralr9 pererY m �SS� f i -- --�-'rtm�.__ _ _�.: •tr =,a+�..�.�,-=i= ��`�'--- � �--j., �� Mom}of�etlOy mill �dtfa p�aCt�linprowwrlwo �,,� _-rr~� _C ,Ct etd+7� .:..,,��:'.tr- .. _� i .- - 3 � tA}•na over pws m b.autxurrem m to E�tyiwtNarg to aim to be . f rip-rap overflow ,• � ! � :0Mdm a)rtr D-P W,upm—,V1a1kx dtiia p:aWc):; J� Inv:El.77.5 ry Ig Sanitary MH I 1 e I . _ Rim€85. Detention Basin Outlet \ i } (see detail above) -, nim +a a vasb rfarK*r 24'Grain aasin Ex,cat rft Basin l I Rim:Gnido74.0.77.G , Rim:Inv:7i1 n f 6 in: 74 U � In 1 Bin: 75.5 v:78 2>: 1 !� 12'ADS girt'74.0 -� - Y -- r/:�1 § t /. /��/ `_\ Emp sr•ter IJ qim 66.32. l 4 RJ� i _� - aye. 1 Inv. 77.80 r • a " 12'invert:72.9 - J (with rip-rap) _ ws Ole \s i t I �. � � � �� I General Notes: ®U f.., Q ,,. i.)Far we bitBrBSr io Ctts aee Ftam�pddrCouotty. fd - r dt oaaa Beak 1 ,. I C r daze 1 1, `•� �� NA � et r�. .....: _ + a54 ar QY 4: :i P88e I 4.. \ j� 2.)Parc+s!i8 sorrel 6ndtrf2tll w 11 3.]idlydayull od uMV locationsdlDriri hereon webe9ed � II upat isurbx*leakires as lamed by amray aid evaklibW •' / :..... e. �- i i record data end are epproidrirate.Aclual bcil stiorild P Catch Basin .. C7. .. I �.. rnuddpal department p iar IIItit Carl of owi#suction.. r, Pr Pro a .Catch Basin r` be v�ereied wNh the a util lr company arcd/ar 3 Rim:80.40 I ' Rrm`81;55 + 10'Inv in(NE'ty):77M Inv'78.28 # 10'Inv in(SE7y):77.00 !!8 12•i1 out{IV1y:76.75 .,-Cary. i.ah r y. UGC a9 a i o:m-.rrel.to 2K I I - � Sanitary AAFE 1 Rurt:65.77 Legend Inv.75.24 striiet Ore praperryGne Erasion Conn!Notes: Site Grading & Utilities edge of Ragged,tvedad ®� y �of p 1,— I.j AEI t:a+far cmv baraa shall r�instated pries 10 D V NK I N' $' 100 tti wailand fxdet — — — — — bepl a fic erl v i eM aria chart n established. uul sir�Cadl vegafatian ties trash etttabfslrel. #i sea Main Street t00I'Linnertipafaimna 2),wcasim widgedlinentooribamoufflashal Bel muff: uuutyNol Agawaring Mass. RJ berai t on, . I eueeC:.nspecYAd III ri>;iead if riame�y after ouety m of aardmry says manhole lapsed on the aes0a SW of l j Easting3d4 copper ravke to be niusW if approved. forbe : R _ riverbal Vag Mair:Stniat rhea the aDuthwerfedy Comer d the loam P&xW. by the Town:of Agailill Depatir"of Fruit Mortis wellandAMloclitidn ' W+9 Elel-Was J&N Salema Family Limited;Partnership eAsunt;2 Cottota ------Ir�---- - R:n of stain ntairrde 6r�d m tie rsos7My side d:Alai,Beare!: ex4ift g torn Iota — —..—tom — — Revised::0�105X7 mfirg spot deraoat .But oppasiae to loc la pocel,aei�on-11 32 C07 EC ENY✓TRO iEBa4a {1I- ASSOCfA7ESt ANC. Revtsed:08120107 CtvuEtx�rrs�a4o . tarostanvsrs tao Dig tine! P.t5.Bea tW . Eat proposed owimiair�an •448 GRAPHIC SCAI.av aeiresed:.08AG107 P.413,ea:•67e3 �F.413-50,3S82 a . vni pfO�ai1 r Revised:06OW7(parlang area) Ater® 1•_27 meta Garr rarw pl weds`,elmosixi t■+Baca Revised:1 16/07(buftng ) f7afeaw.n GM. DRAW.er J.T.;B JJe. Cane®sn O.W.control banner. •.. ae •. Revised:A725M7(remove elm sm to shed); Sheet 5 Of 8 Isvirral PWGMWr re..eM 06.104 5P 4F' C tdi Basin NEW Parking Lot Detention Pond STC- ce �P 3P Catch Basin Building/Center Lot Catch Bann 3S SWly Lot S ut cat Ike l C11 nk Drainage Diagram for Aga am-Main St-Dunkin Donuts-Post-Dee.OS-2"7 Prepared by Ecotee Environmental Associates 915 007 Agawam - Main St- Dunkin Donuts -Post-Dev. 08-24-07 Type III 24-hr 2-year Rainfall=3.00ff Prepared by Ecotec Environmental Associates Page 2 HydroCADO,8.00 s/n 002175 0 2006 HydroCAD-Software Solutions LLC 9/§/2007 Subcatchment IS: NE'ly Parking Lot Runoff 0.89 cfs @ 12.02 hrs, Volume= 0.056 af, Depth= 2.35" Runoff by SCS TR-20 method, UH=SCS, Time Span=0.00-28.00 hrs, dt-- 0.01 hr's Type III 24-hr 2-year Rainfall=3.00" Area (0. _ Cl 22Lc�nion 9,870 98 Paved parking & roofs 2t61,0 80 >75,D/o Grass cover Good, HSG D 124480 94 Weighted Average 2,610 Pervious Area 9,870 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (") ffsec) (cls) 0.8 50 0.0160 IM Sheet Flow,Sheet Flow(pvmnt) Smoolbsurfaces n=0.011 P2= 3.00" 0.8 129 0.0188 2.78 Shallow Concentrated Flow,Parking Lot(pnmnt) Paved Kv--20.3 fps 1.6 179 Total Subcatchment IS: NE'Iy Parking Lot Hyde rograph 0.95 ds 0.9i Type� III 24-hr'2year 0.8Z 0.75 Rainfall-3.00" 0-7 Runoff Area-12,480 sf 0.6- Runoff VoluMe--U..056 W 9 0.55-, Runoff Depth=2.35" 015 Flow Length=179' 0.4-1 0.35-: T&1.6 min 0-3- CN=94 0.25 0.2-- 0'is.-: Olt 0.05' 0 0 1 2 3 45 6 7 89 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25 26 27 28 11MO (hours) Agawam -Main St- Dunkin Donuts -Post-Dev. 08-24-07 Type N 24-her 2-year Rainfafl=3-00" Prepared by Ecotec Environmental Associates Page 3 HydroCADO 8.00 s/n 002175 0 2006 HLdroCAD Software Solutions LLC %5/2007 Subcatchment 2S: Building/Center Lot [491 Hint: Tc<2dt may require smaller dt Runoff 0.55 cfs @ 12.02 hrs, Volume= 0.037 af, Depth= 2.77" Runoff by SCS TR-20 method, UH=SCS, Time Span=0.00-28.00 hrs, dt=0.01 hrs Type III 24-hr 2-year Rainfall=3.00" Area (0 QN Description 6J990 98 paved pqLi!N& roofs 6,990 Impervious Area Tc Length Slope Velocity Capacity Description fminj (Lett) (W (t Ls!2.c) Lc Lfs) 0.7 50 0.0212 1.19 Sheet flow,Sheet Flow(pvmnt) Smooth surfaces n=0.011 P2= 3.00" 0.4 70 0.0258 3.26 Shallow Concentrated Flow,Parking Lot(pvmnt) Paved Kv--20,3 1.1 120 Total Subcatchment 2S: Building/Center Lot Hydrograph 0.6- 0. ds Type 1,11 24-hr,2-year 0 Rainfall=3.00" 0.45- 5: Runoff Area-�-6,990. sf 0.4-: Runoff Volume-0.037 of F 0.35-- Runoff Depth=2.77" 0.3-: Flow Length=120' 025- Tc-1 A min 02 CN-98 OAS 0. 0.05 .................... 0 1 2 4 5 6 7 13 14 15 16 17 18 49 20 21 22 23 24 25 26 21 28 Time (hours) Agawam -Main St- Dunkin Donuts - Post-Dev,. 08-24-07 Type H/24-hr 2-year Rainfall=3.00* Prepared by Ecotec Environmental Associates Page 4 t!ydroCADO 8.00 s/n 002176 0 2006 ftydroCAO Software Solutions LLC E5/2007 Subcatchment 3S: SWly Lot Runoff = 0.90 ds @ 12.03 hrs, Volume= 0.062 af, Depth= 2.77" Runoff by SCS TR-20 method, UH=SCS, Time Span--0.00-28.00 hrs, dt-- 0.01 hrs Type III 24-hr 2-year Rainfall=3.00" Area (sD CN Description 11,650 98 Paved parking& roofs 11,650 Impervious Area Tc Length Slope Velocity Capacity Description (min) i)ME. !&W-11- k 0.5 50 0.0400 1.53 Sheet Flow,Sheet Flow(pvmnt) Smooth surfaces n= 0.011 P2= 3-W 1.3 217 OMOD 2.87 Shallow Concentrated Flow,Parking Lot(pvmnt) Paved Kv--20.3!ps 1.8 267 Total Subcatchment 3S: SW'ly Lot Hydrograph Type III 24-hr 2-year Rainfall=3.00" Runoff Area-1 1 j650 sf Runoff Volume-0.062 of Runoff Depth-2.77" Flow Length=267' Tc=1.8 min CW98 " 0 1 3 4 5 6 7 8 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 27 28 26 rraw (hours} Agawam -Main St-Dunkin Donuts - Post-Dev. 08-24-07 Type N 24-hr 2-year Rainfall=3.00" Prepared by Ecotee Environmental Associates Page 5 !:!ydroCADO 8,00 s/n 002175 0 2006 HydroCAD Software Solutions LLC 9/6/2007 Pond I P: Catch Basin Inflow Area= 0.287 ac, Inflow Depth= 2.35" for 2-year event Inflow 0.89 cfs @ 12.02 hrs, Volume= 0.056 of Outflow 0.89 cfs @ 12.02 hrs, Volume= 0.056 af, Atten=0%, Lag= 0.0 min Primary OM ds @ 12.02 hrs, Volume= 0.056 of Routing by Stor-Ind method, Time Span=0.00-28.00 hrs, dt=0.01 hrs Peak Elev= 78.96@ 12.02 hrs Flood Elev--82.5Y Device Routing Invert Outlet Devices #1 Primary 78,44' 10.0" x 90.0'long 90'-10"ADS @ 1.6% Ke=0.500 Outlet Invert=77.00" S=0.0160T Cc=0.900 n=0.010 Primary OutFlow Max--0.88 ds @ 12.02 hrs HW=78.96' (Free Discharge) t-1---90'.1 0"ADS @ 1.6% (inlet Controls 0.88 ds @ 2.46 fps) Pond I P: Catch Basin Hydrograph 0.95 In 287 a 0-9 flow Ar6a-0. 0 Peak Elev-78.96" 0.75-: 10.10 x 90.0' Culvert a6- 0.55-. 0.45%: U. 0.4-' 0.354 0.3 0.25` 0-2-: 0.15 0.1 0,05 0 0 1 2 3 4 5 B T 8 8 10 11 12 13 14 15 16 17 26 26 27 28 Time (houm) Agawam -Main St -Dunkin Donuts -Post-Dev. 08-24-07 Type /it 24-hr 2-year Rainfalf=3.00" Prepared by Ecotec Environmental Associates Page 6 HydroCAD0 8.00 s/n 002175 0 2006 Hydro Al Sot re Solubons LLC 9/5/2007 Pond 2P.- Catch Basin Inflow Area 0.160 ac, Inflow Depth= 2.77" for 2-year event Inflow 0.55 cfs @ 12.02 hrs, Volume= 0.037 of Outflow 0.55 cfs @ 12.02 hrs, Volume'= 0.037 af, Aften=0%, Lag= 0.0 min Primary OM efs @ 12.02 hrs, Volume= 0.037 of Routing by Stor-Ind method, rime Span=0.00-28.00 hrs, dt=0.01 hrs Peak Elev--78.66 @ 12.02 hrs Flood Elev-- 81.55' Device Routing, Invert Outlet Devices #1 Primary 78.2V 10.0" x 32.0'long 32'-1V ADS 4.0% Kew 0.500 Outlet Invert=77.00' S=0.04007 Cc-- 0,900 n=0.010 Primary OutFlow Max=0.55 ds @ 12.02 hrs HW=78.68' (Free Discharge) 4L-1=3r-IW*ADS 4.00/9 (inlet Controls 0.56 cfs @ 2.15 fps) Pond 2P: Catch Basin Hydrograph ds G.W 46 Inflow Area=0.160 ac Peak Elev-78.68' 0.45 10.091 x 32.0' Culvert 0.3 0.2-' FEW 0 1 2 4 9 10 11 ins 1314 1 1 1 18 19 20 21 22 23 24 25 '28 3 6 Tim (houfs) Agawam - Main St - Dunkin Donuts -Post-Dev. 08-24-07 Type It/24-hr 2-year Rainfall=3.00" Prepared by Ecotec Environmental Associates Page 7 HydroCADO 8.00 s/h 002175 0 2006 Hy a tons LLC 5/2007 jroCAD Softw re Soluti Pond 3P: Catch Basin [79]Warning: Submerged Pond 1P Primary device# 1 OUTLET by 0.63' [79] Warning: Submerged Pond 2P Primary device# 1 OUTLET by 0.63' Inflow Area= 0.714 ac, Inflow Depth= 2.60" for 2-year event Inflow 2.34 cfs @ 12.02 hrs, Volume= 0.155 of Outflow = 2.34 cfs (1 12.02 hrs, Volume-- 0.155 af, Atten=0%, Lag= 0.0 min Primary 2.34 cfs @ 12.02 hrs, Volume= 0,155 af Routing by Stor-Ind method, Time Span=0.00-28.00 hrs, dt= 0.01 hrs Peak Elev--77.63@ 12.02 hrs Flood Elev--WAY Device Routing Invert Outlet Devices #1 Primary 7635! 12.0" x 60.0*long 60'-12"ADS @ 1.0% Ke--0.500 Outlet Invert= 76.26 S= 0.0100? Cc= OMO n= 0.010 Primary OutFlow Max=2.33 cfs @ 12.02 hrs HW--77.63" (Free Discharge) t-1=50'-12"ADS @ 1.0% (inlet Controls 2.33 cfs,@ 3.19 fps) Pond 3P: Catch Basin Hydrograph 2-U ds I Inflow Area=0.714 ac r, Peak Elev=77.63' 2- 12.0*9 x 50.0' Culvert LL 0 ....... 01"28 4 6 6 7 a' i 71,1011 1117 12 176* 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Time (hours) Agawam - Main St - Dunkin Donuts - Post-Dev. 00-24-07 Type///24-hr 2-year Rain/611=3.00" Prepared by Ecotec Environmental Associates Page 8 HydroCADS 8.00 s/n 002175 0 2006 HydroCAQ Software Solutions LLC 2L5/2007 Pond 4P-. STC-900 [79]Warning: Submerged Pond 3P Primary device# 1 INLET by 0.22' Inflow Area 0.714 ac, Inflow Depth = 2.60" for 2-year event Inflow 2.34 ds @ 12.02 hrs, Volume= 0.155 of Outflow = 2.34 ds @ 12.02 hrs, Volume= 0.165 af, Atten=0%, Lag=0.0 min Primary 2.34 cfs @ 12.02 hrs, Volume-- 0.155 af Routing by Stor-Ind method, Time Span=0.00-28.00 hrs, dt=0.01 hrs Peak Elev-- 76.97' @ 12.02 hrs Flood Elev--80.26 Device Routing Invert Outlet Devices #1 Primary 76.00' 12.0" x 116.0' long W-12"ADS @ 1.0% Ke= 0.5W Outlet Invert= 75-85' S=0-01007 Cc=0.900 n= 0.010 Primary OutFlow Max=2.33 cfs @ 12-02 hrs HW=76.W (Free Discharge) t-1=16'.12-ADS @ 1.0% (Barrel Controls 2.33 efs @ 3.83 fps) Pond 4P: STC-900 Hydrograph Im 2-U tft Inflow Area-0.714 ac Pea- k E164=76.,97" 2- 12.0go x 16.0' Culvert LL 1 2 3 7 ' � 15 16 17 18 19 20 21 22 23 24F 25 26 27 28 0 '4 8 10 i 17 1 14 71MG thoum) Agawam - Main St -Dunkin Donuts - Post-Dev. 08-24-07 Type /11 24-hr 2-year Rainfall=3.00" Prepared by Ecotec Environmental Associates Page 9 HydrDCADO 8.00 s/n 002175 0 2006 HydroCAD Software Solutions LLC a/52007 Pond SP: Detention Pond Inflow Area 0.714 ac, In Depth = 2.60r for 2-year event Inflow 2.34 cfs @ 12.02 hrs, Volume= 0.155 of Outflow 1.37 ds @ 12.10 hrs, Volume= 0.155 af, Atten=42%, Lag=4.6 min Primary 1.37 ds @ 12.10 hrs, Volume= 0.155 of Secondary 0.00 ds @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method,Time Span= 0.00-28.00 hrs, dt=0.01 hrs Peak Elev= 75.75' @ 12.10 hrs Surf.Area=640 sf Storage-- 767 cf Flood Elev= 77.W Surf.Area= 1,100sf Storage=2,278cf Plug-Flow detention time=9.6 min calculated for 0.155 of(100%of inflow) Center-of-Mass det. Ume=9.6 min (774.7-765.1 ) Volume Invert Avail.Storage StoMge Descrfr4jon- #1 74.W 2,866 cf Detention Basin jlrregufar) Listed below(Recalc) Elevation Surf.Area Perim. Inc.Store Cum.Store Wet.Area (feet) (sq-ft) Lee-tl {cubic jLejt (cubipj��. sg-ft 74.00 263 98.0 0 0 263 76.00 707 123.0 934 934 755 MOO 1,250 149.0 1,931 2,8661,380 Device Routing Invert Outlet Devices #1 Primary 74.W 12.0" x su, long ss%ir ADS @ 2.0% Ke=0.500 Outlet Invert- 72.99 S=0.02007 Cc--0.900 n=0.010 #2 Device I 74.W 6.0"Vert 6"Orifice C=0.600 #3 Device 1 75.5V 8.0"Vert 8"Orifice C= 0,600 #4 Primary 77.50' 17.0" Horiz. Top Grate Limited to weir flow C= 0.600 #5 Secondary 77.50' 3.0" long 3'Wide Overflow 2 End Contraction(s) rifnary OutFlow Max--1.36 cis @ 12.10 hrs HW=75.761 (Free Discharge) T=635'-1 2"ADS @ 2.0% (Passes 1.36 cfs of 4.23 ds potential flow) 2=6"Orifice (Orifice Controls 1.16 cis @ 5.90 fps) =8"Orifice (Orifice Controls 0.21 cis @ 1.71 fps) L-4--Top Grate (Controls 0.00 cfs) §econdary OutFlow Max=0.00 cis @ 0.00 hrs HW=74.W (Free Discharge) T-�-X Wide Overflow ( Controls 0.00ds) Agawam - Main St - Dunkin Donuts - Post v, 0$-24-07 Type 1/124-hr 2-year rainfall= .00" Prepared by Ecotec Env ronmenW Associates Page 10 HydroCADO 8.00 s/n 002175 0 2006 HydroCAD Software Solutions LLC 9&aO07 Pond SP: Detention Pond Hydrograph 2 dt ❑ Inflow rea= .714 ac �P Peak EIS --7 .7 � torag e-7 7 cf a 4A0 1 2' 4 5 7 $ $ 1a} 11 12 13 14 15 16 17 1$ 6 �i i1 22 24 25 ZED 27 28 Time (homm) Agawam - Main St - Dunkin Donuts - Post-Dev. 08-24-0 Type /if 24-hr 1OL-year Rainfa&4.601' Prepared by Ecotec Environmental Associates Page 11 HydroCADO 8.00 s/n 002175 0 2006 HydroCAD Software Solutions LLC 9/5/2007 Subcatchment IS: NE'lly Parking Lot Runoff 1.44 ds @ 12.02 hrs, Volume= 0.093 af, Depth= 3.91" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-28.00 hrs, dt=0.01 hrs Type III 24-hr 10-year Rainfall=4.60" Area (§D CN Description 9,870 98 Paved parking & roofs 2,610 80 >75% Grass cover, Good, HSG D 12,480 94 Weighted Average 2,610 Pervious Area 9,870 Impervious Area Tc Length Slope Velocity Capacity Descripfion (min) (feet) (fVft) (ft/sec) (cfs) 0.8 50 0.0160 1.06 Sheet Flow,Sheet Flow(pvmnt) Smoothsurfaces n=0.011 P2= 3.00" 0.8 129 0.0188 2.78 Shallow Concentrated Flow, Parking Lot(Pnmnt) Paved Kv--20.3 fps 1.6 179 Total Subcatchment IS: NE'1y Parking Lot Hydrograph Type III 24-hr 10-year Rainfall=4.60" Runoff Area=12,480 sf Runoff Vo'lume=0.093 of Runoff Depth=3.91 IL Flow Length=179' Tc=1.6 min CN=94 0 ...... . 0 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Time (hours) Agawam -Main St- Dunkin Donuts -Post-Dev. 08-24-0 Type/11 24-hr 10-year Rain fall=4.60" Prepared by Ecotec Environmental Associates Page 12 PILdroCADO 8,00 s/n 002175 0 2006 HyqLcCAD Software Solutions LLC 91 /2007 Subcatchment 2S: Building/Center Lot 149] Hint: Tc<2dt may require smaller dt Runoff 0.86 cfs @ 12.02 hrs, Volume= 0.058 af, Depth= 4.36" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-28.00 hrs, dt=0.01 hrs Type III 24-hr 10-year Rainfall=4.60" Area (sh, CN on on 69990 98 Paved Larking&roofs 6,990 Impervious Area Tc Length Slope Velocity Capacity Description (minl Tnt1—..-jkft1fV cfs) 01 50 0.0212 1.19 Sheet Flow,Sheet Flow(pvmnt) Smooth surfaces n=0.011 P2= 3.W' 0.4 70 0.0258 3.26 Shallow Concentrated Flow,Parking Lot(pvmnt) Paved Kv--20.3 fps 1.1 120 Total Subcatchment 2S: Building/Center Lot Hydrograph 4.9 0.E6 Cft 11.85 Type III .24-hr 1 -year 0,8,; fall=4.60" 0.75- R�ih --Runoff Area=6 990 of Runoff Volume=0.058 of 0.55 'Runoff Depth=436" OA5: 0.4 Flow Length=120' 0,35 TC=1®1 min 0.3 0 t> CN-98 02: 0,15 OAZ 4.05-0 0 1 2 3 4 5 6 7 8 9 W 11 12 13 14 16 16 17 18 19 20 21 22 23 24 25 26 27 28 rtn* (hours) Agawam -Main St- Dunkin Donuts - Post-Dev. 08-24-0 Type 1/1 24-hr 10-year Rain fall=4.60" Prepared by Ecotec Environmental Associates Page 13 HydroCADO 8.00 s/n 002175 0,2006 HydroCAD Software Solutions LLC 9J5_f2007 Subcatchment 3S: SWly Lot Runoff 1.40 efs @ 12.03 hrs, Volume= 0.097 af, Depth= 4.36" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-28.00 hrs, dt--0.01 hrs; Type III 24-hr 10-year Rainfall=4.60" Area J§n CN- 2tEq0on 11,650 98 Paved parking&roots 11,650 Impervious Area Tc Length Slope Velocity Capacity Description (min) fa -fii22tj _LM jNsec Is i j - 0.5 50 0.0400 1.53 Sheet Flow,Sheet Flow(pvmnt) Smooth surfaces n=0.011 P2= 3.W' 1.3 217 0.0200 2.87 Shallow Concentrated Flow, Parking Lot(pvmnt) Paved Kv--20.3,!ps 1.8 267 Total Sub"tchment 3S: My Lot Hydrograph Type III 24-hr 10-year Rainfall=4.60 MR Runoff Area=1 1,650 sf Runoff Volume=0.097 of Runoff Depth=4.36" Flow Length-267 Tc=1.8 min CN=98 52 0 7 8 9 10 �1- 20 21 22 23 24 25 26 27 28 Tim (hours) Agawam - Main St - Dunkin Donuts - Post-Dev. 08-24-0 Type I//24-hr 10-year Rainfall=4.60" Prepared by Ecotec Environmental Associates Page 14 H droCADO 8.00 s/n 002175 0 2006 H droCAD Software Solutions LLC 9/5/2007 Pond IP: Catch Basin Inflow Area = 0.287 ac, Inflow Depth = 3.91" for 10-year event Inflow - 1.44 cfs @ 12.02 hrs, Volume= 0.093 of Outflow 1.44 cfs @ 12.02 hrs, Volume 0.093 af, Atten= 0%, Lag= 0.0 min 1 Primary 1.44 cfs @ 12.02 hrs, Volume 0.093 of Routing by Stor-Ind method, Time Span=0.00-28.00 hrs, dt= 0.01 hrs Peak Elev= 79.16' @ 12.02 hrs ' Flood Elev= 82.50' Device; Routing <Invert Outlet Devices #1_ Primary 78.44' 10.0" x 90 0' long 90'-10"ADS @ 1.6% Ke= 0.500 1 Outlet Invert= 77.00' S=0.0160'P Cc= 0.900 n=0.010 Primary Outl=low Max=1.43 cfs @ 12.02 hrs 'HW=79.15' (Free Discharge)'; t-1=90'40"ADS @ 1.6% (inlet Controls 1.43 cfs @';2.88 fps) Pond I P: Catch Basin Hydrograph IN Inflow 1.as Ch 6]Primary Inflow Area=0. 7 aC Peak Elev-I a1+6' 1Q:Q x 90.0 Culvert LL 3 o, 0 1 2 3 d 5 fi '7 9 S 10 11' 12 13 14 15 16 1i 18 18 20 21 22 23 24 25 26 27 28 Tinny (hours) 1 Agawam - Main St- Dunkin Donuts, - Post-Dev. 08-24-0 Type I//24-hr 10-year Rainfall=4.60" Prepared by Scot ec Environmental Associates Page 15 !±fdroCA1W 8.00 s/n 002175 0 2006 HydroCAD Software Solutons LLC 2M007 Pond 2P: Catch Basin Inflow Area 0.160ac, InflowDepth= 4,36r for 10-yearevent Inflow 0.86cfs@ 12.02 hrs, Volume= 0.058 of Outflow 0.86 cis @ 12.02 hrs, Volume= 0.058 af, Atten=0%, I g=0.0 min Primary 0.86 cis @ 12.02 hrs, Volume= 0.058 of Routing by Sty Ind method, 1-ime Span=0.M28.00 hrs, dt--0.01 hrs Peak Elev-- 78.79@ 12.02 hrs Flood Elev--81.55' Devicel,ourti Invert Outlet Devices #1 Primary 78.28' 10.0" x 32.0'long 32'-10"ADS 4.00/9 Ke=0.5W Outlet Invert= 77.00' S= 0,04007 Cc=0.900 n=0.010 Primary OutFIow Max--0.85 ds, 12.02 hrs HW=78.79 (Free Discharge) t-4=32'-I0"ADS 4.0% (inlet Controls 0.85 cis @ 2.43") Pond 2P: Catch Basin Hydrograph 0�95 0,9 Inflow Area-0.160 ac Peak Elev-78.79 10.0 x 32.0" Culvert, ww 0.45z OA-: 0,35' 0.3: 0.267; 0,2 OAS: 0 11,11,11 oil Imil n MIRM IJNMMII� 2 3 4 5 6 7 8 0 10 11 12 13 14 15 16 17 10 19 20 21 22 23 24 25 26 27 28 Tim (Wurs) Agawam - Main St - Dunkin Donuts - Post-Dev. 08-24-0 Type I//24-hr 10-year Rainfa11=4.60" Prepared by Ecotec Environmental Associates Page 16 HydroCAD9 8.00 s/n 002175 0 2006 HjqMCAD Software Solutions LLC 9/5/2007 Pond 31P: Catch Basin [791 Warning: Submerged Pond 1 P Primary device# I OUTLET by 1.19' [79]Warning: Submerged Pond 2P Primary device# I OUTLET by 1.19' Inflow Area 0.714ac, inflow Depth = 4.1&' for 10-yearevent Inflow 3.68cfs@ 12.02hrs. Volume= 0.249 of Outflow 3.68ds@ 12.02 hrs, Volume= 0.249af, A ten=0%, Lag=O.Oruin Primary 3.68cfs@ 12.02 hrs, Volume= 0.249 af, Routing by Stor-Ind method, Time Span=0.00-28.00 firs, dt=0.01 hrs Peak Elev= 78.2V @ 12.02 hrs Flood Elev-- 80.40' Device lRoutl Invert OudetDevices #1 Primary 76,75' 12.0" x 60.W long W-12"ADS @ 1.0% Ke=0.500 Outlet Invert-- 76.26 S=0-01007 Cc=0.900 n=0.010 Primary OutFlow Max--3.67 cis @ 12.02 hrs HW=78.19' (Free Discharge) t-1=50'-12"ADS @ 1.0% (inlet Controls 3.67 cis @ 4.67 fps) - Pond 3P: Catch Basin Hydrograph 4 3,wcb 1P mart' Inflow AreaWM0.714 ac Peak Elev=78.20' LL ■ 3- 12.09f x 50.0' Culvert 0 11 12 13 14 15 W 17 18 19 20 <21 22 23 24 25 26 27 28 Inum (houm) Agawam -Main St- Dunkin Donuts - Post-Dev. 08-24-0 Type N 24-hr 10-year Rain/611=4.60" Prepared by Ecotec Environmental Associates Page 17 HLdroCADO 8.00 s/n 002175 0 2006 HygroCAD Software Solutions LLC 9/5t2007 Pond 4P: STIC-900 [791 Warning: Submerged Pond 3P Primary device# I INLET by 0.711 Inflow Area 0.714ac, Inflow Depth= 4.18" for 10-year event Inflow 3.68 cfs @ 12.02 hrs, Volumes 0.249 of Outflow 3.68 cfs @ 12.02 hrs, Volume= 0.249 af, Men=O'Yo, Lar 0.0 min Primary 3.68 cfs @ 12.02 hrs, Volume= 0.249 of Routing by Stor-Ind method,Time Span=0.00-28.00 hrs, dt= 0.01 hrs Peak Elev= 77.46 @ 12-02 hrs Flood Elev--80.26 Device., RoutiM Invert Outlet Devices #1 Primary 76.00' 12.0" x 16.0' long I W-11 2"ADS @ 1.0% Ke=0.504 Outlet Invert--75-86 S=0.0100? Cc=0.900 n--0.010 Primary OutFlow Max=3.67 cfs @ 12.02 hrs HW--77.45! (Free Discharge) t--1=15'.Ir ADS @ 11.00/6 (Barrel Controls 3.67 cfs @ 4.67 fps) Pond 4P: STC-900 Hydrograph 10 IWTW 4- 368cft 1 ��Mary Inflow Area."O.714 ac Peak Elev-77.46" 3- 12.091 x 15.0' Culvert 2- 0 777 7 now 70777773 1r, 6 �7 10 10 20 21� 22 23 24 26 26 27 28 Time (hours) Agawam -Main St- Dunkin Donuts - Post-flex. 08-24-0 Type Iff 24-hr fit)-year Rainfafi'--4.60" Prepared by Ecotec Environmental Associates Page 18 HydroCADO 8.00 s/n 002175 0 2006 HydroCAD Software Solutions LLC 9/512007 Pond 5P: Detention Pond V9]Warning- Submerged Pond 4P Primary device# 1 INLET by 0.31' Inflow Area 0.714 ac, Inflow Depth = 4.18" for 10-year event Inflow 3.68 cfs @ 12.02 hrs, Volume= 0.249 af Outflow 2.52 cis @ 12.08 hrs, Volume= 0.249 af, Atten=32%, Lag=3.6 min Primary 2.52 cis @ 12.08 hrs, Volume= 0.249 af Secondary 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method,Time Span=0,00-28.00 hrs,dt-- 0.01 hrs Peak Elev=76.31'@ 12.08 hrs Surf.Area=782 sf Storage= 1,166 cf Flood Elev-- 77.50' Surf.Area= 1,100sf Storage-- 2,278cf Plug-Flow detention bme=8.6 min calculated for 0.249 of(I ofto of inflow) Center-of-Mass det. time= 8.6 min (763.9- 755.2 ) Volume Invert Avail,gLcTNe Sto22e DescriplLon #1 74.00" 2,866 d Detention Basin (Irregular)Listed below{Recall} Elevation Surf.Area Perim- lnc.Store Cum.Store Wet-Area feet ft feet cubi!!;�� sq:!it _2� (cubj!!;�� , L 74.00 263 98.0 0 0 263 76.00 707 123.0 934 934 755 78.00 1,250 149.0 1,931 2,866 1,38o Device Routing Invert Outlet Devices #1 Primary 74.W 12.0" x 55.0' long 6W4 2"ADS@ 2.0% Ke=0.500 Outlet lnvert='72.W S=0.0200? Cc--0-900 n=0.010 #2 Device 1 74.00" 6.0"Vert.6"Orifice C=0.600 #3 Device 1 75.60' 8.0"Vert. 8"Orifice C= 0.600 #4 Primary 77.5a 17.0"Horiz.Top Grate Limited to weir flow C=0.6W #5 Secondary 77.5V 3.0'long 3'Wide Overflow 2 End Contraction(s) I Primary OutFlow Max=2.62 cfs @ 12.08 hrs HW=76.3 1' (Free Discharge) h,T=55'42"ADS @ 2.004 (Passes 2.52 cis of 5.09 cis potential flow) 2-6"Orifice (Orifice Controls 1.36 cfs @ 6.91 fps) 3=8" Orifice (Orifice Controls 1.16 cfs @ 3.33 fps) 4=Top Grate (Controls 0.00 cfs) on dary OutFlow Max--0.00 cts,@ 0.00 hrs HW=74.W (Free Discharge) IT Wide Overflow (Controls 0.00 cfs) Agawam - Main St- Dunkin Donuts - Post ev. 08-2 Type H/24-hr 1 ►-gear ainfall=4.60N Prepared by Ecotec Environmental Associates Page 1 MroCKW 8.00 sin 002175 0 2006 HydroCAD Software Solubons LLC 2/5Q007 Pond P; Detention Pond Hydrogra ph 3 a Inflow Area- . 1 f/ Peak lev--7 . 1' Storage-1 166 cf OW,4— ........ ....... 0 1 2s 3 4 5 6 7 6 9 10 11 12 13 14 16 16 17 19 t9 20 21 22 23 24 25 28 27 28 Time (houm) iAgawam -Main St - Dunkin Donuts, - Post-Dev. 08-24-0 Type/1124-hr 50-year Rainfall=6.00" Prepared by'Ecotec Environmental Associates Page 20 HydroCADO 8.00 sln 002175 0 2006 HYdroCAD Software Solutions LLC 9/5/2007 Subcatchment IS NE'ly Parking Lot 1 Runoff 1.91 cfs @ 12.02 hrs, Volume 0.126 af, Depth 5.30" Runoff by SCS TR-20 method, UH=SCS Time Span= 0.00-28.00 hrs, dt-0.01 hrs Type III 24-hr 50-year Rainfall=6 W' Area (sf) CN Descnptfon 9,870 98 Paved parking & roofs 2,610 80 >75% Grass cover, Goad HSG D' 12,480 94 Weighted Average 2,610 Pervious Area 9,870 Impervious Area Tc Length Slope Velocity Capacity [description (min) (feet) {fttft) (flfsec) (cfs) _ 0.8 50 0.0160 1.06 Sheet Flow,Sheet Flow(pvmnt) Smooth surfaces n= 0.011 P2= 3.00 0.8 129 0.0188 2.78 Shallow Concentrated Flow,parking Lot(pmmnt) Paved Kv=20.3 fps 1.6 179 Total Subcatchment IS NE°ly Parking Lot Hydrograph ®Runoff 2 s;az Type III 4-hr 50-year Rainfall=600` Runoff Area=12,480 sf Runoff Volume=0.126 of Runoff;Depth=5.30" Flow Length-179 Tc=1.6 min CN=94 0' 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 Time (hours) Agawam - Main St - Dunkin Donuts - Post-Dev. 08-24-0 Type lI 24-hr 50-year Rainfall=6.00" Prepared by Ecotec Environmental Associates Page 21 HydroCA O 8.00 s/n 002175 0 2006 HydroCAD Software Solutions LLC 9/5/2007 tSubcatchment 2S: Building/Center Lot [49] Hint: Tc<2dt may require smaller dt Runoff 1.12 cfs @ 12.02 hrs, Volume 0.077 af, Depth 5.76" Runoff by SCS TR-20 method, UH=SCS, Time Span=0.00-28.00 hrs, dt= 0.01 hrs Type III 24hr 50-year Rainfall=600" Areas CN Description 61990 98 Paved parking +& roofs 6,990 impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fttft' (ft/sec} (cfs} 0.7 50 0.0212 1.19 Sheet Flow,Sheet Flow(pvmnt) Smooth surfaces n=0 011 P2=3.00" 0.4 70 0 025$ 3.26 Shallow Concentrated Flow,Parking Lot(pvmnt) Paved Kw-20.3 fps E' w 1.1 120 Total Subcatchment 2S Building/Center Lot Hydrograph 0 Runoff, Type III 24-hr 50-year . . .. 1- I! Rainfall=6.00" 1- Runoff Area=6 990 sf Runoff Vollume=0.077 af' Runoff Depth=5 76' Flow Length=120 Tc=1.1 min CN=98 0 0. 1 2 3 4 5 .6.. 7 8 9 1D 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28' Time (hours) Agawam -(Spain St- Dunkin Donuts - Post-Dev. 08-24-0 Type/it 24-hr 50-year Rainfal1=6.00" Prepared by Ecotec Environmental Associates Page 21 HydroCADO.8.00 s/n 002175 C 2006 !:!ydn)CAD Software Solutions LLC -/2007 Subcatchment 2S: Building/Center Lot 1491 Hint: Tc<2dt may require smaller dt Runoff 1.12 cfs @ 12.02 hrs, Volume= 0.077 af, Depth= 5.76" Runoff by SC S TR-20 method, UH=SCS, Time Span= 0,00-28.00 hrs, dt= 0.01 hrs Type III 24-hr 50-year Rainfall=6.00" Area in CN Description 61990 98 Paved parking&roofs 6,990 Impervious Area Tc Length Slope Velocity Capacity Description (min if ) LCLS) 0.7 50 0.0212 1.19 Sheet Flow,Sheet Flow(pvmnt) Smooth surfaces n=0.011 P2=3.00" 0.4 70 0.0258 3.26 Shallow Concentrated Flow,Parking Lot(pvmnt) Paved Kv--20.3 fOs 1.1 120 Total Subcatchment 2S: Building/Center Lot Hydrogmph Type, 11.1 .24-hr 50-year Rainfall--6.00" Runoff Area-6,990 sf Runoff Volume#WO.077 of Runoff Depth=5.76" Flow Length=120' Tc=l.l min CN=98 0 .......t� 0 1 2 3 4 1 14 16 17 18 19 20 21 22 23 24 25 26 27 28 Tinve (hours) Agawam - Main St - Dunkin Donuts - Post-Dev. 08-24-0 Type I1124-hr 50-year Rainfall=6.00" Prepared by Ecotec Environmental Associates Page 22 HydroCADO 8.00 s1n'002175 0 2006 HydroCAD Software Solutions LLC 9/512007 Subcatchment 3S: SW ly Lot Runoff _ 1.83 ds @ 12.03 hrs, Volume= 0.128'af, Depth..= ,5.76" Runoff 5y SCS TR-20 method, UH=SCS, Time Span 0.00.28,00 his, dt= 0.01 hrs Type Ill 24-hr 50-year Rainfall=6.00" Area (so CN 13es . . tion 11,650 98 Paved parking $ roofs 11,650 impervious Area Te Length Slope Velocity Capacity Description (mint' (feet) (ft/ftt) (ftlsec) (cfs) 0.5 50 0,0400 1.53 Sheet Flow,Sheet Flow(pvmnt) Smooth surfaces n= 0.011 P2= 300" 1.3 217 0.0200 2.87 Shallow Concentrated Flow, Parking Lot(pvmnt) Paved Kv=20.3 fps 1.8 267 Total ._ Subeatchment 3S: SW 1y Lot Hydrograph 2 0 Runoff' t:ai m Type III 24-hr'50 year 1 Rainfall=6 00" Runoff Area=11,650 Sf Runoff Volume=0.128 of Runoff Depth=5.76" 1 ti Flow Length=267` Tc=1.8 min CN=98` 4 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Time (houm) 1 Agawam - Main St - Dunkin Donuts - Post-Dev. 08-24-0 Type 111-24-hr 50-year Rainfall=6.00" Prepared by Ecotec Environmental Associates Page 23 HydroCADOD 8.00 s1n 002175 0 2006!fj[droCAD Software Solutions LLC 215/2007 Pond I P: Catch Basin Inflow Area= 0.287 ac, Inflow Depth= 5.30" for 50-year event Inflow 1.91 cfs @ 12.02 hrs, Volume-- 0.126 of Outflow 1.91 cfs @ 12.02 hrs, Volume= 0,126 af, Atten= 0%, Lag= 0.0 min Primary 1.91 cfs @ 12.02 hrs, Volume= 0.126 af Routing by Stor-Ind method,Time Span=0.00-28.00 hrs,dt--0.01 hrs Peak Elev=79.39 @ 12-02 hts Flood Elev-- 82.50' Device Routing Invert Outlet Devices #1 Primary 78AW 10.V x9O.WIortqW-10"ADS @1.6% Ke=O.SW Outlet Invert=77.W S=0.0160'f Cc=0.900 n=0.010 Primary OutFlow Max--1.90 cfs @ 12.02 hrs HW=79.38' (Free Discharge) t--I--W-10-ADS @ 1.66/6 (inlet Cordrols 1.90 cfs @ 3.49 fps) Pond 1P: Catch Basin Hydrograph ilidt 2 Inflow Area-0.287 ac Peak Elev=79.39' 10.09f x 90.0' Culved 0 0" 1 '2 4 9678'T1 ;rO 11 12731 14 15 16 17 18 10 M 21 22 23 24 25 26 27 26 Tlaw (houm) Agawam - Main St- Dunkin Donuts - Post-Dev. 08-24-0 Type I//24-hr 50-year Rainfall=6.00" Prepared by Ecotec Environmental Associates Page 24 HydroCADO 8.00 s/n 002175 0 2006 thtdroCAD Software Solutions LAC 2L§aOO7 Pond 213: Catch Basin Inflow Area 0.160 ac, Inflow Depth = 5.76" for 5D-year event Inflow 1:12 cfs @ 12.02 hrs, Volume= OW7 of Outflow 1.12 cis @ 12.02 hrs, Volume= 0.077 af, Atten= 0%, Lag= 0.0 min Primary 1.12 ds @ 12.02 hrs, Volume= 0.077 af Routing by Stor-Ind method,rime Span--0.00-28.00 hrs, dt=0.01 hrs Peak Elev-- 78.88'@ 12.02 hn; Flood Elev-- 81.55' Device Rog M. Invert Outlet Devices #1 Primary 78,28! 10.V x 32.0'long 32'-10"ADS 4.0% Ke=0.5W Outlet Invert=77.00' S=0.0400'r Gc--0.900 n=0.010 Primary OutFlow Max=1.11 ds @ 12.02 hrs HW=78.88' (Free Discharge) t-1=37.1 W'ADS 4.0% (inlet Controls 1.11 c(s @ 2-64 fps) Pond 21P: Catch Basin Hydrograph 1.12 th LIZ* Inflow Area-0.160 ac Peak Elev=78.88' 10.012 x 32.0" Culvert tp 0 4 14 15 16 17 19 19 20 21 22 23 24 25 26 27 28 "rime (hours) Agawam -Main St-Dunkin Donuts - Post-Dev. 08-24-0 Type N 24-hr 50-year Rainfell=6-00ff Prepared by Ecotec Environmental Associates Page 25 HydroCADS 8.00 sin 002175 0 2006 HydroCAQ Software Solutions LLC 9/6/2007 Pond 3P: Catch Basin [791 Warning: Submerged Pond 1 P Primary device# 1 INLET by 0.45' 181] Warning: Exceeded Pond 2P by 0.01'@ 12.02 hrs Inflow Area = 0.714 ac, Inflow Depth = 5.58" for 50-year event Inflow 4.85 ds @ 12.02 hrs, Volume= 0.332 of Outflow 4.85 cfs @ 12.02 hrs, Volume= 0.332 af, Atten=0%, Lar 0.0 min Primary 4.85 ds @ 12.02 hrs, Volurne= 0.332 of Routing by Stor-Ind method, Time Span=0.00-28.00 hrs,dt--0.01 hrs Peak Elev--78.89@ 12.02 hrs Flood Elev= 80.40' Device Routing Invert Outlet Devices #1 Primary 76.76 112.0" x so.w kmg sw-ir ADS @ 1.0% Ke=0.500 Outlet Invert=76.25' S=0.0100T Cc--0.9W n=0.010 Primary OutFlow Max=4.83 cfs @ 12.02 hrs HW=78.88' (Free Discharge) t--1=6W-12"ADS @ 1.00/6 (inlet Controls 4.83 cfs (c 6.14 fps) Pond 3P: Catch Basin Hydmgraph 4,85 ch 4 Inflow Area~0.714 ac Peak Elev-78.89 12..0 x 50.01 Culvert X 3- 2- 014 T 0 1 2 70 1'712 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Tim (hours) Agawam - Main St-Dunkin Donuts -Post-Dev. 08-24.0 Type-lit 24-hr 50-year Rainfafi=6.00" Prepared by Ecotec,Environmental Associates Page 26 roCADO 8.00 s/n 002175 0 2006 HydroCAD Software Solutions LLC 9/W007 Pond 413: STC-900 [79]Warning. Submerged Pond 3P Primary device# 1 INLET by 1.39! Inflow Area 0.714 ac, Inflow Depth = 6.58" for 50-year event Inflow 4.85 cis @ 12.02 hrs, Volume= 0,332 of Outflow 4.85 cfs @ 12.02 hrs, Volume= 0.332 af, Atten= 0%, Lag=0.0 min Primary = ,85 cfs @ 12.02 hrs, Volume= 0.332 of Routing by Stor-Ind methiod, rime Span=0.00-28.00 hrs, dt--0.01 hrs Peak Elev--78.14'@ 12.02 hrs Flood Elev--80.26 Devicea2utinA Invert Outlet Devices #1 Primary 76W 12.0" x 15.0'tong I5'-12"ADS @ 1.0% Ka--0.5W Outlet Invert--75.86 S=0.01007 Cc=0.900 n=0.010 Primary OutFlow Max--4.83 ds @ 12.02 hrs HW=78.13! (Free Discharge) t-11=15'.112"ADS @ 1.0% (inlet Controls 4.83 cfs @ 6.14 fps) Pond 4P: STC-900 Hydrograph F'rirnry 14 ch Inflow Area-0.714 ac e -P Elev--78.14' ak 4. of 12.0 x 15.0' Culvert LL 2 12 13 14 I'S 16 17 0 18 19 20 21 22 23 24 26 26 27 28 0 1 3 4 TIAW (houm) Agawam -Main St- Dunkin Donuts - Post-Dev. 08-24-0 Type tit 24-hr 50-year Rainfa#=6.000 Prepared by Ecotec: Environmental Associates Page 27 HygroCADO 8.00 s/n 002175 0 2006 HygroCAD Software Solutions LLC 9/5/2007 Pond 5P: Detention Pond (79)Warning: Submerged Pond 4P Primary device# I INLET by 0.7W Inflow Area 0.714 ac, Inflow Depth= 5.58" for 50-year event Inflow 4.85 cfs @ 12.02 hrs, Volume= 0.332 of Outflow 3.14 cfs @ 12.09 hrs, Volume= 0.332 af, Aften=35%, Lag=4.0 min Primary 3,14 cfs @ 12,09 hrs, Volume= 0.332 of Secondary 0.00 ds @ 0.00 hrs, Volume= 0.000 of Routing by St or-Ind method, Time Span=0.00-28.00 hrs,dt--0.01 hrs Peak Efev=76.7V @ 12.09 hrs Surf.Area=900 sf Storage= 1,558 cf Flood Elev-- 77.W Surf.Area= 1,100sf Storage=2,278cf Plug-Flow detention time=8.1 min calculated for 0.332 of(1009/0 of inflow) Center-of-Mass det. time=8.2 min(758.1 -749.9 Volume Invert Avail.StoMe §Lora Ae 2Lscnbon #1 74.W 2,866 cf Detention Basin(irregular)Listed below(Recale) Elevation Surf.Area Perim. Inc.Store Cum.Store WetArea (feetj (§q:ft I ( ) icubic-feet) (cubi2:�t (Eg-ft) 74.00 263 98.0 0 0 263 76.00 707 123.0 934 934 755 78.00 1,250 149.0 1,931 2,866 1,380 Device Routina Invert Outlet Devices #1 Primary 74.W 12.0" x 55.0' long 55'4 2"ADS@ 2.0% Ke= 0.500 Outlet Invert= 72.90' S=0.02007 Cc=0.900 n=0.010 #2 Device I 74.W 6.W'Vert 6"Orifice C--0.600 #3 Device 1 75.W 80'Vert 8"Orifice C=0.600 #4 Primary 77.5(Y 17.V Horiz.Top Grate Limited to it flow C=0.600 #5 Secondary 77.W 3.W long 3!Wide Overflow 2 End Contraction(s) I IrImary Outflow Max=3.14 cfs @ 12.09 hrs HW=76.78' (Free Discharge) A k.T2= 5'-lT'ADS @ 2.0% (Passes 3.14 cfs of 5.71 cis potential flow) 6"Orifice (Orifice Controls 1.50 cis @ 7.66 fps) 3= "Or (Orifice Controls 1.63 cts @ 4.68 fps) --4--Top Grate (Controls 0.00 cl's) ! ondary OutFfow Max=0-00 cis @ 0.00 hrs HW=74.00' (Free Discharge) CZ-13'Wide Overflow (Controls 0,00 ds) Agawam - Main St- Dunkin Donuts - Post-Deer, 08-24-0 Type 1/1 4- r gear ainf tl= .4 " Prepared by Ecotec Environmental Associates Page 28 HILdroCADO 8.00 sin 002175 0 2006 HydroCAD Software Solutions LLC 15/2007 Pond SP; Detention Pond Hydrogr ph 4: i ruts` Inflow Are; .7'1 -ac Peak Elev=7 .7 ' Storage ,555 c d .r . 314da LL. J1' i tan a. 0_. i 7 0 0 10 11 12 43 14 15 16 17 1e 19 20 21 22 23 24 25 25 27 2 Tim (hoofs) Agawam - Main St - Dunkin Donuts - Past-Dew. 08-24- Type I//24-hr 100-year Rainfafi=6.50" Prepared by Ecotec Environmental Associates Page 29 HyclroCADO 8.00 s/n 002175 0 2006 HydroCAQ Software Solutions LLC 9L512007 Subcatchment IS: NE'ly Parking Lot Runoff 2.08 ds @ 12.02 hrs, Volume= 0.138 af, Depth= 5.79' Runoff by SCS TR-20 method, UH=SCS, Time Spam 0.00-28.00 hrs, dt-- 0.01 hrs Type III 24-hr 100-year Rainfall=6.50" Areas CN PtEoLbon 9,870 98 Paved parking&roofs 2,610 80 >75%Grass everGood, HSG D 12,480 94 Weighted Average 2,610 Pervious Area 9,870 impervious Area Tc Length Slope Velocity Capacity Description min) Lft/fjt sec 0.8 so 0.0160 1.06 Sheet Flow, Sheet Flow(pvmnt) Smooth surfaces n= 0-011 P2= 3.W' 0.8 129 0.0188 2.78 Shallow Concentrated Flow,Parking Lot(pnmnt) 1.6 179 Trawl. Paved Kv-- 20.3 s Sub catchment IS: NE'ly Parking Lot Hydrograph 2, 2- Type III 24-hr 100-year Rainfall=6.50"' Runoff Area=12,480 sf Runoff Volume-0.138 of Runoff Depth=5.79" .2 Flow Length-1 79" Tc=1.6 min CN=94 0.1114M, .......... T 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 '27 28 Time (houm) Agawam - Main St - Dunkin Donuts - Post-Dev. 08-24- Type I//24-hr 100-year Rainfall=6.500 Prepared by Ecotec Environmental Associates Page 30 MroCADQ)8.00 s/n 002175 0 2006 HydroCAD Software Solutions LLC ff&2007 Subcatchment 2S: Building/Center Lot [49]Hint: Tc<2dt may require smaller dt Runoff 1.21 ds @ 12.02 hrs, Volume= 0.084 af, Depth= 6.26- Runoff by SCS TR-20 method, UH=SCS,Time Span= 0.00-28.00 tars, dt= 0.01 hrs Type III 24-hr 100-year Rainfall=6.50" Areas Cal DescriLbon 6 990 98 Paved parking & roofs 6,990 Impervious Area Tc Length Slope Velocity Capacity Description (min) (!qttj JLAJ (YsecL s 0.7 50 0,0212 1.19 Shoot Flow,Sheet Flow(pvmnt) Smooth surfaces n=0.011 P2=3. 0.4 70 0.0258 3.26 Shallow Concentrated Flow, Parking Lot(pvmnt) Paved KnIL3 fp 1.1 120 Total Subcatchment 2S: Building/Center, Lot Hydrograph Type III 24-hr 100-year Rainfall=6.60" Runoff Area=6,990 sf Runoff Volume=0.084 of Runoff Depth--6.26" 2 Flow-Length-I 20' Tc=l.l min CN=98 2 1 14 15 16 17 4 19 20 21 22 23 24 25 26 27 28 Tim (houm) Agawam -Main St- Dunkin Donuts, - Post-Dev. 08-24- Type I//24-hr 100-year Rainfafi=6.50" Prepared by Ecotec; Environmental Associates Page 31 HydroCADO 8.00 s/n 002175 0 2006 HydroCAD Software Solutions LLC 915/2007 Subcatchment 3S: SWly Lot Runoff 1.98cfs@ 12,03hrs, Vo4ume= 0.140 af, Depth= 6.26- Runoff by SACS TR-20 method, UH=SCS, Time Span=0.00-28.00 hrs, dt-- 0.01 hrs Type III 24-hr 100-year Rainfall=6.50" Area M CN DescriLbon 11,650 98 Paved pgrkiag& roofs 11,650 Impervious Area Tc Length Slope Velocity Capacity Description (min f Wft f#f cfs 0.5 5D 0.0400 1.53 Sheet Flow, Sheet Flow(pvrnnt) Smooth surfaces n=0.011 P2=3.00r U 217 0.0200 2.87 Shallow Concentrated Flow,Parking Lot(pvmnt) Paved Kv--20.3 fps 1.8 267 Total Sub catchment 3S: SWIly Lot Hydrograph 2- Type III 24-hr 100-year Rainfall=6.50" Runoff Area-1 1,650 sf Runoff Volume--0.140 af Runoff Depth-6.26" UL1 FIoW Len gth=267' Tc-1.8 min CN=98 ot,1111111,' 0 1 2 4 5 6 7 0 1'6 1'1" 12 13 14 15 18 17 18 1920 21 22 23 24 25 26 27 28 TIMO (houm) Agawam - Main St - Dunkin Donuts -Post-Dev. 08-24- Type /it 24-hr 100-year Rainfall=6.500 Prepared by Ecotec Environmental Associates Page 32 MroCADO 8.00 s/n 002175 0 2006 MroCAD Software Solutions LLC 9/_5/2007 Pond I P: Catch Basin Inflow Area 0.287 ac, Inflow Depth = 5.79" for 100-year event Inflow 2.08 ds @ 12.02 hrs, Volume-- 0.138af Outflow 2.08 ds @ 12.02 hrs, Volume= 0.138 af, Atten=0%, Lag= 0.0 min Primary 2.08 cfs @ 12.02 hrs, Volume= 0.138 of Routing by Stor-Ind method,Time Span=0.00-28.00 hrs, dt--0.01 hrs Peak Elev=79.49 @ 12.02 hrs Flood Elev=82.5(Y Device RoWitia Invert Outlet Devices #1 Primary 78,44' 10.0" x 90.W long 90'-10"ADS@ 1.66/4 Ke=0.6W Outlet Invert=77.09 S=0.0160'f Cc=0.900 n=0.010 Primary OutFlow Max=2.07 cfs @ 12.02 hrs HW=79.48! (Free Discharge) t-1--90'.10"ADS @ 1.6% (inlet Controls 2.07 ds @ 3.80 fps) Pond I P: Catch Basin Hydrograph In low Area=0.287 ac 2- Peak Elev=79.49' 10.029 x 90.0' Culvert :F 0 ......... 012 3 4 5 6 7 8 "9' 1"0' 71 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 26 Time (hours) Agawam -Main St - Dunkin Donuts - Post-Dev. 08-24- Type It/24-hr 100-year Rainfafi=6.50" Prepared by Ecotec Environmental Associates Page 331 H2LrqqADV 8.00 s1h 002175 0 2006 HygroCAD Softare Solutions LLC 2/5/2007 Pond 2P: Catch Basin Inflow Area 0.160 ac, Inflow Depth = 6.26" for 100-year event Inflow 1.21 cls(r 12.02 hrs, Volume-- 0,084 of Outflow 1.21 ds @ 12.02 hrs, Volume= 0.084 af, Aften= 0%, Lag= 0.0 min Primary 1,21 cfs @ 12.02 hrs, Volume= 0.084 of Routing by Stol Ti r method, me Span 00 0=0,00-28. hrs, dt-- .01 hrs Peak Elev= 78.97 @ 12.02 hrs Flood Elev=81.55' Device Rout iM Invert Outlet Devices #1 Primary 78.28' 10.0" x 32.0'tong 32'4O"ADS 4.0% Ke=0.500 Outlet Invert-77.W S=0.0400 T Cc=0.900 n=0.010 Primary OutFlow Max=1.21 ifs @ 12.02 hrs HW=78.91' (Free Discharge) t-1=32'l ADS 4.00% (inlet Controls 1.21 cfs @ 2.71 fps) Pond 2P: Catch Basin Hydrograph 121 ds IN pril 121 Cb Inflow Area-0.160 ac Peak Elev=78.92' 10.0#1 x 32.0' Culvert 0 0 1 2 i7l 3 4 Ill 23 24 26 26 27 28 3 i"4' 8 9 16 2' �` 16 17 18 19 20 21 ,nme tholum) Agawam - Main St - Dunkin Donuts - Post-Dev. 08-24- Type 1/1 24-hr 100-year Rainfall=6.50" Prepared by Scot ec Environmental Associates Page 34 H droCADO 8.00 s1n 002175 0 droCAO Soltware Solutions LLC 91512007 Pond 3P: Catch Basin [791 Warning* Submerged Pond IP Primary device#1 INLET by 0.74' [811 Warning: Exceeded Pond 2P by 0.2T @ 12.02 hrs Inflow Area= .714 ac, Inflow Depth = 6.07" for 1 00-year event Inflow 5.26 cfs @ 12.02 hrs, Volume= 0.362 of Outflow 5,26 cfs @ 12.02 hrs, Volum-- 0-362 af, Men=0%, Lag=0.0 min Primary 5,26 cfs @ 12.02 hrs Volume 0.362 of Routing by Stor-Ind methDd, Time Span= O.OD-28.00 hrs, dt= 0.01 hrs Peak Elev-- 79.18' @ 12.02 hrs Flood Elev= 80.40' Device Routing Invert Outlet Devices #1 Primary 76.75' 12.0" x 50.0' long 50'-12"ADS @ 1.0% Ke=0.500 Outlet Invert--76.25' S=0.0100 T Cc=0.900 n=0.010 Primary OutFlow Max--5.24 cfs @ 12-02 hrs HW=79.1 T (Free Discharge) t-1=50'-12"ADS @ 1.0% (inlet Controls 5.24 cfs @ 6.67 fps) Pond 311P: Catch Elasin Hydrograph S,Z da 5 ds Inflow Area=0.71,4 ac Peak Elev--79.18' 12.010 x 50.0' Culvert 4- 3' 2. 0 5 6 4 7 8 T"77" 14 0 1 2 3 9 10 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Tim (houm) Agawam - Main St - Dunkin Donuts - Post-Dev. 08-24- Type I//24-hr 100-year RainfaU=6.50' Prepared by Ecotec Environmental Associates Page 35 HydroCADO 8.00 s/n 002175 0,2006!:!ydroCAQ Software Solutions LLC /§12007 Pond 4P: STD-900 [791 Warning: Submerged Pond 3P Primary device# 1 INLET by 1.68' Inflow Area= .714 ac, Inflow Depth= 6.07, for 100-year event Inflow 5.26 cfs @ 12.02 hrs, Volume= 0.362 of Outflow 5.26cfs@ 12.02 hrs, Volume= 0.362af, Aften=00/9, Lag=O.Oruin Primary = 5.26ds@ 12.02 hrs, Volume= 0,362 of Routing by Stor-Ind method, Time Span=0.00-28.00 hrs, dt--0.01 hrs Peak Elev=78.43! @ 12.02 hrs Flood Elev=80.26 Device Routing Invert Outlet Devices #1 Primary 76.W 12.V x 15.0' long 16'42"ADS @ 1.00k Ke=0.500 Outlet Invert-- 75.85' S=0.01007 Cc=0.900 n=0.010 Primary OutFlow Max--5.24 ds @ 12.02-hrs HW=78.42' (Free Discharge) t-1=1V42"ADS@1.0% (inlet Controls 5.24 cft @ 6.67 fps) Pond 4P*. STC-900 Hydrograph 52%ds C lair wary; b di Inflow Area-0.714 arc -78.43" Peak Elev 12.OV1 x 15.0' Culveit 3 3 4 6 6 7 8 9 10 11 12 13 2i"23"24 '2'5 26 27 28 0 1 2 14 15 IS 17 1 Time (hours) Agawam - Main St A. Dunkin Donuts -Post- v. 08-24- Type I//24-hr 100-year Rainfall=6.500 Prepared by Ecotec Environmental Associates Page 36 HydroCADO 8,00 sin 002175 0 2006 HvdroCAD Software Solutions LLC 915/2007 Pond P. Detention Pond [791 Warning: Submerged Pond 4P Primary device# 1 IN by 0,94* Inflow Area 0.714 ac, Inflow Depth = 6.or for I 00-year event Inflow 5.26 cis @ 12.02 hrs, Volume= 0.362 of Q o = 3.32cfs@ 12.09 hrs, Volurne= 0.362 af, Aften= 37%, Lag= 4.1 min Primary = 3.32 cfs @ 12.09 hrs, Volume® 0.362 of Secondary 0.00 cis @ 0.00 hrs, Volume= 0.000 of Routing by Star-Ind method, Time Span=0.00-28.00 hrs, dt=0.01 hrs Peak Elev--76.94@ 12.09 hrs Surf.Area= 943 sf Storage= 1,707 d Flood Elev--77.50' Surf.Area= 1,100 sf Storage= 2,278d Plug-Flow deterition time=8.0 min calculated for 0.361 of(100% of inflow) Center-of-Mass det. time--8.1 min (756.5-748.5) Volume Invert AvaiI.Storage Storage Q222r ption_ #1 74.00' 2,866 d Detention Basin (irregular) Listed below(Recale) Elevation Surf.Area Perim. Inc.Store Cum-Store Wet-Area (feet) (N-ftj qtet cubic-feet) (cubigjgpjt (N:ft-1 j ( 74.00 263 9&0 0 0 263 76.00 707 123.0 934 934 755 78.00 1,250 149.0 1,931 2,866 1,380 Device Routing Invert Outlet Devices #1 Primary 74-00' 12.0" x 66.0' long 65'-12"ADS @ 2.0% Ke=0.500 Outlet Invert= 72.90' S= 0.0200T Cc= 0.900 n=0.010 #2 Device 1 74.W 6.0"Vert.6"Orifice C=0.600 #3 Device I 75.50A 8.0"Vert r Orifice C=0.600 #4 Primary 77.50' 17.0-Horiz.Top Grate Limited to weir flow C=0.600 #5 Secondary 77.5Y 3.0'long 3'Wide Overnow 212ndContraction(s) PrlmaryOutFlow Max=3.32ds@12.09hrs HW=76.94' (Free Discharge) AN =55'-1 2"ADS @ 2.0% (Passes 3.32 cfs of 5.91 cfs potential flow) -r2=6"Orifice (Orifice Controls 1.55 cis @ 7.90 fps) 3=-:8"Orifice (Orifice Controls 1.77 cis @ 5.06 fps) --4=Top Grate (Controls 0.00 cis) tecondary OutFlow Max=0.00 ds @ 0.00 hrs HW=74.00' (Free Discharge) z-e13'Wide Overflow (Controls 0.00 ds) Agawam - Main S -Dunkin Donuts - Post-Dev, U - 4- Ty I/!2 - r 100-dear Rainfall= .50" Prepared by Ecotec Environmental Associates Page 37 !4ydroCAM 8.00 stn 002175 0 2006 t!ygmCAU Software Solubons LLC 9{ Pond P: Detention Ponce Hydro graph s �. �thttflhwt Inflow rea=0.714 ac Peak Elea--7 , 4' torn a=1,7 7 cf 3.32d. 3 � 0 LL 2. aao� Q y1 .2 3 4 5 4 7 9 1(! 11 12 13 14 1$ 16 17 18 19 20 21 22 23 24 25 28 27 28 ECOTEc ENVIRONMENTAL ASSOCIATES, INC Appendix A 1 . Commonwealth of Massachusetts CityBToola n of Form I I - Sail Suitability Assessment for n-Site Sewage Disposal C. On-Site Review w (Cont.) Deep Observation Rolle Number: o-j 1 1 1 a • 01 d Cog[ Date Tlma Weather I. Location 1894 Mail %rest.AgawaM Ground Elevation at Surface of Hole 79.0 Location (identify on Plan 2. Land Use: Bius'ness a + (e.g.woodland,agricultural field,vacant lot,etc;) Surface stones slope(%) ,Weeds, &` a ri tau as Ta[ ace Vegetation l.andforrn PosMon on landscape(attach Sheet) 3. Distances from: Open Water Body ?10gg Draina a way!115 Possible Wet Area �j Q feet feet feet Property Lisle 8 Drinking Water Well &A, Other feet feet 4. Parent Material: Glgal III] unsuitable Materials Present, Yes C 1 No If Yes Disturbed Soilo Fill MateflalQ Impervious Layer(s) 0 Weathered/Fractured RockO Bedrock[] 5. Groundwater Observed: Yes 9 No 0 If a Depth weeping from Pit 3W Depth Standing Water In Hole 123 Estimated Depth to High Groundwater: Inches elevation DEP Form I I Sail;Suitability Assessment for Cn-Site Sewage Disposal-Page 4 of M = M M M M M M M M Commonwealth of Massachusetts Cityrrown of Form I I - Soil Suitability Assessment for On-Site ,Sewage is osal Deep Observation Note Number<� ow Soil Sol)Matrix. Redoximorphia Features Soil Coarse Fragments Sail Snit [3epth Horizon/ Color-Moist (mottles)' Texture % by Volume Structure Consistence Other Layer (Mundell) �.� (USDA) (Moist) (In.) Depth Color Percent Gravel Cobbles &Stones 0%-15" Fill 15"-36" 51 10YR518 S Loose 6% C1 5YR414 36- Fll Cr. >5% Si. >10. None, Brittle,,Firm 12 2,5YR416 Reddish Tiff Additional Tote DEP Form 11 Soil Suitability Assessment for Can-Site Sewage Disposal*Page 5 of 7 Commonwealth of Massachusetts Ur` City/Town of Form 1 - Soil Suitability Assessment forOn-Site Sewage Disposal C. On-Site Review (Cont. Deep Observation Hale Number -2 _ 1 t s l ;40 M.M. CIQMdy, co {fate nme Weather 1. Location 1804 Main 9cget.�6aawam Ground Elevation at Surface of Hole 18.5 Location (identify on Plan 2, Land Use: Business— e 9PgeCyed �O (e.g,woodland,agricultural field,Vacant lot,ate.) Surface Stones Slope(56� G "'sSWeeds Ou pate IMaa Vegetation Landtorrrt Position on landscape(attach sheet) . Distances from: Open Water Body .2:10QQ Drainage Way, >1 Possibl'e Wet Area 10 feest feet feet Property Line 12 Ddniting Water Well NA tither feet feet 4. Parent Matedal: _ Glacial dill Unsuitable Materials Present: Yes © No If Yes. Disturbed SoilO Fill Matedel[] Impervious Layer(s)Q Weathered/Fractured Pock[] Bedrocko . Groundwater Observed: Yes 0 No 0 If Yes: Depth Weeping from Pit ISQne Depth Standing Water in Hole ;1020 Estimated Depth to High Groundwater: 36" Inches elevation D P Form I Soil Suitability Assessment forCan=Site Sewage Disposal.Page 4 of 7 Commonwealth of Massachusetts Cit frown of Form I I - SoU Suitability Assessment for -Site Sewage Disposal Deep Observation Hole Number; Q-2 Soil Soil Matrix; Redoilmorphic Features Sall Coarse 1`ca rrts Soil soil _ Horizon/ Color-Moist (mottles) Texture % by Volume Structure Consistence Other Depth Layer (Munseli) (USDA) (Moist) (in.) Depth Color Percent Gravel Cobbles $Stones 0"- ' Ap L Lose, Friable %24" BI IOYR /S 24% CI 5YR414 S" 2. YR416 >5°rla, SL >10 None Reddish 102" Till, Firm Fractured Rock. Shale Additional dote - DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal- Page 5 of 7 Commonwealth of Massachusetts CityfTown of Form 11 - Soil Suitability Assessment forOn-Site Sewage Disposal C. Opt-site Review (Cont.) Creep Observation Hole Number: 0=3 121 a GI d Qggj Date Time Weather 1. Location tion 'I§g4 Maln Strget,69 ary; Ground Elevation at Surface of Mole Location(identify on Plan 2. Land Use: Bu lne s Ngne QtLaWd % (e.g.woodland,agricultural field,vaunt lot,etc;) Surface Stones Slope(96 G[> s .9utwash-Terrao Vegetation Lsndform Position on landscape(attach sleet) . ID stances from: Open Water Body >i QO-Qy„® Oralnage Way >200 Possible Wet Area >22A feet feet feet Property Line 15 Drinking Water Well N Other feet: feet 4. Parent Material: Glacial T li Unsuitable Materials Present: Yes[] No If Yes: Disturbed Seil[3 Fill Material® Impervious Layer(s) 0 Weathered/Fractured PocC Bedrock 5. Groundwater Observed: Yes 0 No El It Yes: Depth Weeping from Pit 48" Depth Standing Water In Hole None Estimated Depth to High Groundwater. 4 art Inches elevation DEP Farm I Soil Suitability Assessment for n-Site Sewag e Disposal - Page 4 of 7 Commonwealth of Massachusetts Git rrown of Farm 11 - Soil suitability Assessment for On-Site ewa a Disposal r Deep Observation Hole Number: Soil sail matrix: Redoximorphle-Features soil Coarse Fragments Sail styli DepthHorizon/ Color-Moist mottles) Texture % key Volume Structure Consistence; Other (in.) Layer (IV1uneil) (tisl}A fMist Depth Color Percent Gravel Cobbles &Stones 0A-7" Ap 1;QY 4/3 LS Friable, Loose; 7%15" B I GYR414 SL _ Fins Grained 16W8" C1 15Y11418 48" 5YR51 >50 ,L >10 o None- Fractured Rock, Shale, Firm Additional Note D P Form 91 Soil Suitablliiy Assessment for Can-Site Sewage Disposal•Page 5 of 7 Commonwealth of Massachusetts x Cit rro n of Form I . Sail Suitability Assessment forOn.-Site Sewage Disposal C. On-Silte Review (Cont.) Deep Observation Hole Number; ze 1 1§a, f:to � coo Date Time Weather 1. Location I S_ 4 Main Street,AgawaM Ground Elevation at Surface of Hale " {0 Location (identify on Plan 2. Land Use: Su ne ss Ngne QtLs rVed /11 (e.g.<r+woodland,agricultural field,vacant lot,etc,) Surface Stones Slope(%) None _ OMjwa§b T 'rr ce Vegetation t.andform Position an landscape(attach sheet) . Distances from: Open lrrti#ater Body Drainage Way �29L Possible Wet Area Q feet feet teen Property Line 35 drinking Water Weil .N.6, tither feet feet 4. Parent Material: GlaciaLM11, Unsuitable Materials Present: Yes 0 No Z If Yes: Disturbed Sollr Fill Material[3 Impervious Layer(s) Weathered/Fractured Rocko Bedrock[] . Groundwater Observed: Yes 0 No 0 If Yes: Depth Weeping from Pit Depth Standing plater In HoleNonjL Estimated Depth to High Groundwater: Inches elevation DEP Form 11 Soil Suitability Assessment for On-Bite Sewage Disposal#Page 4 of 7' Commonwealth of !Massachusetts City/Town City/Town of Form 11 - Soil Suitability Assessment forOn-Site Sewage Disposal Deep Observation Hole Number: 9-4 Soil Sall Matrix; Redoximorphlc Features sail Coarse Fragments Soil Soil Depth Horizon/ Color-Moist: (mottles), Texture % by Volume Structure Consistence Other ept Layer (Munsell) � (USDA); (Moist) Depth Color percent gavel Cobbles &Stones O"-8f Ap 10YR4/3 Fill 8". 4" S 10YR518 Sl. 24"-W C1 2.5YFR4/8 48" 5YR513 >5% SL >10 None FI Reddish Till Additional;Note QSP Form 11 Soil Suftablilty Assessment forOn-Site Sewage Disposal Page of 7 ECOTEc ENVIRoMMENTAL AssoClATES INC. Appendx Massachusetts department of Environmental Protection Bureau of Resource Prote ction -Wetlands Storm Ater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131 §40 A. Property Information Important: filling out 1. The proposed project is: forms on the computer, use a; New development Yes [ No only the tab key to move b. Redevelopment El Yes El No your cursor do not use the (if yes,distinguish redevelopment components return key. Combination Yes [ No y from new development components on pions);- &� 2. Stormwater runoff to be treated for water quality is based on the following calculations: a.D 1 Inch of runoff x total impervious area of post-development site for discharge to critical areas (Outstanding Resource Waters, recharge areas of public water supplies,shellfish growing areas, swimming beaches, cold water fisheries). tr. 0 0.5 inches of runoff x`total impervious area of post-development site for other resource areas. This November 000 version of the stormwater Management B. Stormwater Management Standards Form supersedes eartiesng throeons DEP's Sto ater Management Policy(March 1997)includes nine standards that are listed on the includcontained in following pages.check the appropriate boxes for each standard and provide documentation and DEP`s additional information when applicable. Stommater Handbooks Standard#'l. Untreated stormwater a. (D The project is designed so that new stormwater point discharges do not discharge untreated stormwater into, or cause erosion to,wetlands and waters. Standard#2: Post-development peak discharges rates a.Q Not applicable—project site contains waters subject to tidal action. Post-development peak discharge does not exceed pre-development rates on the site at the point of discharge or downgradient property boundary for the -yr,'10-yr, and 100-yrp 24=hr storm. s. Q Without stormwater controls c.(D With stormwater controls designed for the -yr, and 10-yr storm, 24-hr;storm. d.N The project as designed will not increase off-site flooding impacts from the t 0 - r, 4=hr storm. AA +mv.a5r2W4 Page M of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Stormwater Management Form L) I Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cont.) Standard#3: Recharge to groundwater Amount of impervious area (sq. ft)to be infiftrated: 28,488 a.square feet Volume to be recharged is based on (D The following Natural Resources Conservation Service hydrologic soils groups(e.g.A, B, C, D, or UA) or any combination of groups: 100% C I,%of Impervious area 2.Hydrologic soil group 3.%of impwAous area 4.Hydrologic soil group 5,%of impervious area 6.Hydrologic soil group T.%of impervious area 8.Hydrologic soil group c.E]Sde specific pire-development condifions: I,Recharge rate 2-Volume d. Describe how the calculations were determined. 28,488s.f.x0.110712711. = 237s.f. e.List each BIVIP or nonstructural measure used to meet Standard#3 (e.g. dry well, infiltration trench). Does the annual groundwater recharge for the post-development site approximate the annual recharge from existing site conditions? r.(0 Yes No Standard#4: 80%TSS Removal a. 0 The proposed stormwater management system will remove 80%of the post-development site's average annual Total Suspended Solids (TSS) load. b. Identify the BMPs proposed for the project and describe how the 80%TSS removal will be achieved. Deep Sump Catch Basins and a "Stormce r"Manhole- See Calculation Sheet Sbx�M"*Y*r4 F..,,m* 2 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection-Wetlands Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Stormwater Management Standards (cant.) 1< c. If the project is redevelopment, explain how much TSS will be removed and briefly explain why 80% removal cannot be achieved. Standard#5: Higher potential pollutant loads See Stormwater Policy Handbook Does the project site contain land uses with higher potential pollutant loads Vol.1,,page 1-23, for land uses of a:[]Yes® No b. If yes, describe land uses: high pollutant` loading(see Instructions). c. Identify the BMPs selected to treat stormwater�Y runoff.If infiltration measures are proposed, describe the pretreatment. (Note: If the area of higher potential pollutant loading is upgradient of'a critical area, infiltration is not allowed.) Standard#6i Protection of critical areas See Stornrvvater Will the project discharge to or affect a critical area? Policy Handbook Vol. 1,page 1-25, for critical areas a. ElYes 0 No b. If yes, describe areas: (see Instructions). c. Identify the BMPs selected for stormwater discharges in these areas and describe how BMPs meet restrictions listed on pages 1-27 and 1-28 of the Stormwater Policy Handbook-Vol_ 1. SUM MVater Managoment Form•rev,&W004 Page of.5. LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Stormwater Management Form Massachusetts Wetlands Protection Act M.G.L. G. 131, §40 B. Stormwater Management Standards (cont.) Note: components of Standard#7: Redevelopment projects redevelopment projects which Is the proposed activity a redevelopment project? plan to develop previously a. 0 Yes 0 No b If yes,the following stormwater management standards have been met: undeveloped areas do not fall under the scope of Standard 7. c.The following stormwater standards have not been met for the following reasons: &C] The proposed project will reduce the annual pollutant load on the site:with new or improved stormwater control, Standard#8: Erosion/sediment control a.ED Erosion and sediment controls are incorporated into the project design to prevent erosion, control sediments,and stabilize exposed soils during construction or land disturbance. Standard#9:Operation/maintenance plan . Z An operation and maintenance plan for the post-development storrnwater controls have been developed. The plan includes ownership of the stormwater SMPs, parties responsible for operation and maintenance, schedule for inspection and maintenance, routine and long-term maintenance responsibilifies, and provision for appropriate access and maintenance easements extending from a public right-of-way to the stoffyrwater controls. 1804 Main Street, Agawam-Erosion &Sedimentation Control Plan December 2006 b.PtanMle c.Date d.PlanMitle e.Date Sbm�Mar,"m.,d F.,n•rov.86r2004 Page 4 of 5 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Storm water Management Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Submittal Requirements Online Users: DEP recommends that applicants submit this form,as well as, supporting documentation and plans, Include your with the Notice of Intent to provide storm water management information for Commission review document consistent with the wetland regulations(310 CMR 10.05 (6)(b))and DEPs Storm water Management transaction Policy(March 1997). If a particular stormwater management standard cannot be met,information number should be provided to demonstrate how equivalent water quality and water quantity protection will be (provided on provided. DEP encourages engineers to use this form to certify that the project meets the stormwater your receipt management standards as well as acceptable engineering standards. For more information,consult page)with all the Stormwater Management Policy. supplementary information you submit to the Department. D. Signatures J&N Salema Family Umited Partnership Applicant Name Data Signature Gay E.Weiner, P.E. Ecotec Environmental Associates, Inc. LO7 Repres4entative(if any) Date Swrrtr Wr".l Fom,rw 815� Page5&5 Stormwater Management Standards or 1804 Main Street Agawam, MA Supplemental Information Standard #2 The proposed stormwater controls retain all post development;volume increases or all stomas up to and including the 100 year storm event. Standard ## infiltrator Area Infiltrator Bottom—width x length x 5'0% effectiveness 12'`x 2O' x 5O°r'o = 120 s.f Using Darcy's Equation (Q=Kier)to determine infiltration capacity K 2in./hr. 0.0028 ft./min. (Range of Limerick Sails) 1.0 (assumed) A — 120 sq. t . L 0.0028 ft./min. x 1.0 x 120 sq. f1. 0.34 c.f/rain.. 0.34 4 c.0min. x 60 min./hr, x 24 hr./day = 484 c,f/day The infiltration provided exceeds the required infiltration by 247 c.f Standard Deep Sump Catch Basin- 25% 1.00 x 0.25 = 0.25 Removed 1.0-0.25 = 0.75 TSS Remaining " tcrmceptor" 0.75 x 0.78=0.585 0.7 -0.585 = O,165 Remaining Therefore: 80%of"T. . . Removed Standard #8 The proposed construction sequencing plans in the Appendix B detail the pro- posed erosion/sediment controls. Standard #9 Appendix B details the operation and maintenance plan. 1 Stormceptor Sizing Table Version 3.0.0 Selected Rainfall Station Particle Size Distribution State MASSACHUSETTS Diameter(um) Percent Velocity(Rls) Name KNIGHTVILLE DADA ID# 39t35 20 20.0 0.0013 Elev.(ft) 630 60 20.0 0.0052 Latitude N 42 deg 17 min Longitude W 72 deg 52 min 150 20.0 0.0351 400 20.0 0.2116 Site Parameters 2000 20.0 0.9416 Total Area(ac} 0.66' Nate:Sizing Results vary with particie size distribution.BMP comparisons must use the Imperviousness(96) 95 same particle size distribution.Please call Impervious Area(ac) .63 (800)909-TY63 for sizing with other distributions Stormceptor Sizing Table Starmeeptor Model '96 Runoff Treated 96 TSS Removal STC 4M 93.9 79.0 STC 900 98.0' 86.2 STC 1200 980' 863 STC i am 98.0 86.6 STC'2400 99.2 89.5 STC 3600 992 90.2 1 STC 48W 99.9 92.3 STC 6000 99.9 92.6 STC 7200` 100.0 940 STC 11000 100.0 95.7 STC'13000 100.0 95.9` STC 16000 1000 96.7 Comments;; ECOTEc EiYviRONMENTAL AsSOC ATES, INC. 1804 Main Street Agawam, MA Erosion & Sedimentation Control Plan The below-listed detailed erosion and sedimentation control plan and schedule has been prepared for site development. 1. Alteration limit line will be established in the field under the supervision of the site engineer prior to initiation of any work activity. This line will be established by transit survey. 2. An erosion and sedimentation control barrier comprised of staked haybales and/or silt fence will be placed along the alteration limit line. The erosion and sedimentation control barrier will be used on an as-needed basis 'where site construction is outside the riverfront area and may impact off-site infrastructure. I The erosion and sedimentation controls described under (a) and (b) will be in place and the East Longmeadow Conservation Commission notified 48 hours; prior to the initiation of any work activity. 4. An adequate emergency supply (100 LF) of silt fence or haybales will be maintained on site. 5. Prior to the start of construction, sediment anti-tracking pads will be constructed at the driveway entrances to minimize dirt migration. 6. Stockpiled soils;to be left more than 24 hours will be stored no closer than 100' feet from the westerly property line, whenever possible. 7. Slopes with grades with a ratio of 3.1 or greater will receive supplemental stabilization treatment through the use of erosion control blankets. 8 Should de-watering be required during construction, a plan for the de-watering area will be submitted to the Conservation Commission for approval. The plan will identify its location and design. 9. All de-watering areas will be located no closer than 50 feet from the BVW. 10.Soils disturbed during construction, not covered by an impervious surface, will be permanently stabilized by loaming (6" minimum) and seeding with U.S.D.A., S.C.S. approved or equivalent seed mixture. ECOTEc ENVIRONMENTAL AsSOCIATES, INC. 11.H ybale or silt fence erosion and sedimentation controls will be properly and periodically maintained until a permanent cover is re-established. Their maintenance shall be overseen by the wetland specialist. 12.Prior to the removal of the erosion control barrier, all accumulated entrapped sediment will be properly removed. ECOTEc ENVIRONMENTAL Assoc1ATE5, INC. 1804 Main Street Agawam, MA Maintenance Plan for Storm►vater Management System 1. To avoid the unnecessary introduction of sediment into the drainage system, all catch basins will be covered with geo-textile fabric until the;pavement binder course is applied to the driveways and parking area surfaces. 2. Subsequent to the system's installation and until all construction activity is completed, the paved surfaces will be cleaned of debris on a weekly or as needed basis by the contractor. I During the active construction period, all Catch basins will be monitored on a weekly basis for the accumulation of sediment or debris which may interfere with their design ;functionability. Catch basins shall be cleaned when a maximum of 6 inches of sediment has accumulated within the basin sumps. Any debris, i.e. boards, branches, floatables or other paper products will be removed immediately when drainage orifices are threatened by blockage. 4. Upon completion of all construction activity, each; catch basin will be monitored and/or cleaned of any accumulated street debris or sediment under' the following maintenance schedule: a.. For the first two (2) years following completion of the construction, inspections of the catch basins and the "Stormceptor" manhole will be undertaken in April and November. Records/logs will be maintained and submitted to the Conservation Commission on a yearly basis. The logs will record dates of maintenance work, party who completed'maintenance and observations of malfunctions. Sediment will be removed from a 'basin when a maximum of 'six (6) inches of accumulated sediment is noted. Sediments will be removed from the "Stonneeptor" manhole when a maximum of twelve (12) inches of accumulated sediment is noted.; b. At the end of the two (2) year monitoring period, a determination will be - made regarding modifications to the frequency of inspections to reflect sediment accumulation rates. At a minimum, the components of the storm drainage system will be monitored and maintained on an annual basis. ECOTEc ENVIRONMENTAL ASSOCIATES, INC. c. Material to be removed as part of the post-construction maintenance plan includes deposited sediment, papers, plastics, branches, metals and other refuse which might impair the system's functionability. 5. The site roads and parking areas will be swept on an annual basis. If the monitoring program described under Item 4 above indicates that sediment accumulation rates are excessive, the street sweeping schedule will be modified accordingly to reflect accumulation rates. 6. Anticipated maintenance of the pertinent portions of the SMS may include but not be limited to annual or as needed removal of collected debris and sediment and cleaning of the sumps of each catch basin. 7. The use of organic fertilizers and pesticides will be encouraged for lawn and landscaping maintenance. 8. The Conservation Commission will be provided with the name, address and telephone number of a contact person for the Dunkin Donuts project. 9. The Conservation Commission or its designated representative will be provided with an affidavit allowing members of the Commission with the right of entrance for the purposes of inspecting the SMS for its design function ability. . -.. I . I I -- -, .... � ...-- "'.� - - I I I , I I I I . - - I I I - - 1-11, �� -1 -- 11 I . I I I . I . I I I I . � - - I I I � - 1, � I I I I I I I I . �� I I AdMEMMEWk. I MOMMIlk � � ..09901091�- � I I I �� I � I ,. I I I � i -� � -.90�11� I ':' I I . I I I I I - - I I � I � , . I I . � I I I . I I I . I I I I I I I . I � I .Adwwsfth� AdMENhh, -MA100b., 9 �� I � I . I . I 1 11 AM I I I I . � � I - I I I ' - - -�11 I I I 'll - 0 5- IW . 1, I . 1 ' ' I I I I I I I . I I � � I I � I . . I . I , I I I I I I I . Air Air ..100000- � � � � I -.0mikolb- I .Anowalb. �Admlh,L �� -MAM - � - I I . 11��' F I 1� I - 9% I . I I �� I n , M� � I � IRRIEW I I I . I . I I � I I I � . I . I � I � 11 - 11 I I - , . I � . I I I ..- 1� - I I I I . 11 I I . ldgmllk��I Admelikkk, A91011k, I � , I � I , Mor,va Morva � I I I �� 0 �I I I I 'll, W IM111W I I . � I I I - I - � I , . , I I I I . . 11 . I � I � 11 I . I � I . I I � . I I , I 'll, f I �., ,. r � I I I - � I I , I �..� I . 11 �. - : , � ::1'1:1 . ., - �'M I ,:-,.��, �- I 1-. �� -�, .�, � , 1 -11 � I 11 �- I �, � 11.1 I .- .1 .� I I 11, � - I, �.11,11.1. I I I I I I.,.I I r � . , I I 11, , I I - I 0 � .1. I , - I j �: I I ,�� I 1- I 1. . -��. � �. �11 I � I .11- I I -�.-, I 1. . I I I �� .:,�rl 1,1 I I I : 1 : 1. ......�'- � I . I . I � 1- - ". I , - -,v. -�, , . 1'.� I I ,I - . �'- - - - - - I - � � I . .- I - I I I I - �11 I - M . I - I . . , ,-1. � - M ,�,.�� . I 1�I AMW � I .Amftkl 111149ft Admffl�, ,. �1- I Aft I. � � ,40� � . MORW I , I , � I 0 �,� W , , - - ,"----.,- 0 1 1 ,t: WA I. " , - i � 11 �- , , I � -, I �,:, - - r "' - '' : I I 1� rs .. - , - ,,� - � I 11� , _ - - - a- �e .- - ,-- - � - I--,-_ -�, ,_ '� - � ':-- I � :,: " , I I 1":, - -: , I I -- I � "", ;.,--- -- - � �', .11;, - I �I � � : , �,, - -,;��, I , I I I I � '. �� . I I I ",", , ,,-,�--, - I -..", I �--,-- ,- --, I I I Y , I � . I - � " ".: , ,,�- I I � �,,�,.:��,,,,,: � �,,,�,`,�"�,�:��!-- I - . I 111. 11 , " '':.,-. . , - , � I -�--'..--, " � , .:��, I I -1, ��, 1-I , , I -.-g-, , .1 , � , i ., � ,, , , ,. , r I �.� �1 1� ,�,.,---', . , ��, I �- -11 I I ',��,:��,,-�- 1� 1. Z:, � , I � �, - .�,:` , � I ?��,� . - - , , 1�� ", , , I I - I I I.... I - , �-,-', 11 --� ' i""' �,-�---- " I I - I I , , I I ,,,, '', , - - � --A--�,., - -- --: 11 I - I I , -, I I � --,� � - �,- - -," � , ,,,,,,,, , � Z, I - � ,-- I ,� - -'__ - , �, � " , � I I I - 11 '.."'- - � � I ,� -,-- 1, I . I � � I I I , I % --," , ,:�� ,- - I s,�,:� ". 1 - I I I � - I - . � - I I - I I I , I , - - 1: -",;" , � -Z� � I .. 1, -� � ". - - . I 11 - - .. I I I - � 11 �: I -,.- : I... i I " I -,"', ��: 11, I I -�- - -,"", - : . I , -". I I I I . � , � ,� i�� I w_:.,: � ,- I - - � I I . I - � --,- 1. . . I � '�_:- 11-i I I I I I � , '''' . 11 11 , - - . � - I I I I I �:, , � ----'� I .�- 11, ..-- �� - . � I � ,- x I , ., I I - - I :-.`--�,,,,�-, � I I I I I I - � �,I I - I ...... - � TOPO I - I I,- � .7;- I -,, �--- . .,'-"- ,�- U$AO 64 I 1. I I , I - �I�*, I � - I , ,",. - 11 � � - 11 - I .1 . I I I I I -�T ,�:� �.. ....I I ,� � , I I � I .11 I I ";,� , 1. �,��-,,�,,�� ,�., ,-- -" ,�,�'. ,,�:�,�*�;,� � -�:,",,"r"�,','.'.",,',',"",,,_",,",,"..�""q,,(-';"-�,',,"� � - . I . ::,",,'-�. , I ""' , .,r 143 � I � . " `��-'r- "' ,-. � 1�2�' - .�. , ; !�, 1"- 117 � , , , I � 7", - ,-.1 � I W I' � , " ' �,, `��,,,�'��.,,,", I , ,4;"Iv..�. �.-� :; I I "� __ _ ,;: _ ,�,* , "' , , M1 i �:�;� _ �", _ ��,,�""J(,�"' , _:��'�,�'J-, �:� , , :��'�,;j',/;'.",j�' , , , ", �, � , , I ,PE� AM " �,�'�',�,,,"-',, -'-:::�i�� I � . . -; --- . I . "'a . ,-, "' W"E - ,W . I � --,-�-�Vl!," "' , �v.......... �111 �M" I I I � A ow I i, "I--,-"� 11- ,� ,, � I---- . � , -,", , j-,"-j'i,,-, p, --.-�-g-�i, -.""" , ,,",11",,`11,1, %�;�,, 1, '. _ � R" , � ,K,,�:��""," . 11� , � ,"I --�" � -, - ��,`� "I . � I � , � I � . I , _ � , , , 1, �1--l��-..�,�,��'I'll�'I'��"��,,�-"'�I 1, - � I , , ,�� ",--.1,1',1,1'?,1�r`111111111P�1�1-`.;_�� - -1-; � - ,,--v I,,� I 1'1�, -;----,,,, , , ,_.� , , 5;, """,, !,�-. �,,,�-,;,-,,,,,, -, I �'111 I 1K , ,;�& � �,T�'-'� �I , Z,-�- -, - � � . - - "I'l-', .� I 11- , ,, ,, � I % , , I .";",;�: "icz I . I , - I'll, �- 1- 4 ."", "I�`!� i--M--1--- M W . - " , ,,- ,, ... -�-Ni -, , ,,,,,,,,-,, � - I I .-' I - 1, -�- 11 , - - 1, A-ME, " , -I,,,'- .. I k" - ,��,,��,�li,;,.,�l-'��,.��-,�t..�",i"b,�','.'V�.,,,��,,-: ,- -,,��-,�,`� �,O ': .1 . I.. -" ", � - .:-,-..,,' --.. ....I� I �,,,-,,`h',4 ,z','� ", ` .. ,, I � -* - - �� , IN �1�11'11`1�� I � � n-1 �;�F,,�, - �` � '.1 Ay "i�, , �,�,��rl,�,.�'l,'�:.�,��'I'� -�,,--A,ii- " ',i',,� , . � � i �:�I� I , , , �, `- � 1""'14 '� ,,�,n,,-!�,;�',Y,,, ,-'��----- � ",-% ��:�`,-,- �,-',,`t�<, _. ,,:, ',","�'."�","�?,"" �P�1-�A,�P,11'-Ir��;",'!IIN 1!-�`,,,, . , "!-.6. , � � �,��,�,l�,:"��-��-�,��:,.��,,--� .�-�� --"$qAIV- MPMW% �`� " , �� , - r� ��'�,��"1.,"�,��,*�,*�'I'��?""I �.111,� 4`.,", ,�� ;� , " , , , --, , ,",, . -, , I -,,,N,.", I -� , , -- z�� , ,��, - "' � , , - � , ,- ". � 111.1-1-1-.1.111.11z1;-1----� , """ "I'll'i- �11 %,�_ , �zd,�-,k�,'2, I I I .1�111.1--l'.11,11�-11,_,,m�,�,�'-.�� -11 -�IQ "�'-11�1�" -,!i� -..'Z,�,' I - -,,�,z 11,1,- .1 I - ,,,, I , I - -,,�', _ �--- - ", -""--" "! - "%le�1",,I-", :-"",-,�,,,,,��""�,,,--,."�, "7-N'11�1 11�1- I --1 --` ,i ,,","l- � -:-- I , --Ii " , I � '4-'��-'�-*:i,-`,�,"'�'I"�.'."'5"r�: �, - , ,,:�, 6,1,- ,,,, Na 8"*� , - - - Tel�,71� -j,��,,,,�- ,�-,, ARM"..- ", '11"I -�""'�', pt NNI �* ��,,-�,,-.��.-"""�3.��:,7,�..'�:-�,�,,-��,--�,,� , , � X'� I MAWAM A �;,�,,-, - ,,,, . I � -�','; � ,��,',, '1111 I I -, �,�--,,- ,�, .,,- ��-,�- � , 11',L, ,,1 - _,-;�� - �,V ,, I " , ,� �-�,,�� , -;':- . '2". .., I � , ,, ,,, ;-,`,`��F�.'-k,,,,�, , 'g , - -., --`�`, -- . ,�,�.Y�-N�,- ,�,-,- -� - �, ,,, � � I'. ,�,? ,��r-,� , " -- , ', - '�4----,,-;1-, I", - I � , o,,,-�,,.-"":;�� ,� ,-----�,��:�� *r�,,,�,�,`�, ---- --.`�"",N!�`,�`ei-'�',,-;"`�,.:,� " ,,, � I ��. , ,A--� --,��""""', - . � I I I � " X 'ki;"�� ,;,-,',�"", ��,�, -.1 � I . ; , , � ,,�--,�r,f`PA' 11�,�, �,- . �., �p-,.�q�'-';, 1 4�,`!A�'.,, 1,"","1,. Cr,�-�� I .1 1-1. 1�'.1.11'-",, - , ,,-, w , I --, ,," " - , -'I-��,--,�-,j�;,.,�:��., L, , P" - - ,,�, i .,��,, ,, . ,�"" ,- .4, --�5/"64!�-: <-:' 9e -0 c, "7 � ��010��7��.-�,- , , ,; '.��"":. I � v �,��, ,` - -� :, ,. � I ,; - , �i,,�,,,;� - -M. - ,�:11��.,��,,��:::7, ,,,,,,,, I , , ,,�,- , ,,,,,, '","""' ,, �, ,��,':��i-,�,",��: :;�i � � I x. ,.,,,.,�,.,,.,,..-",-,!"!.-,.,�".,;-""",, l4 - . � , �', - �` " I - ,,-.:,, , - Q,, -> c;2 ""', -r ,, , ---P,�*,,,,��`,.,�:��,-,i��,�� ,i,�,,,�,,; �Xl� ,,-,��,----I)K� -5610, I � -!,.";,`.�""-- .. "'. ._ .--.,i�"7�".4 4,.,�- -,',� -��,:_ 1� - - j, � � �t \ � - , - -�, �.,A;i --� `-`�,�� I I �,�--,��,-%--�'-�-`, -��,'�'�,-"",-��.,-,,�",e""""-.",-, ,,, ��.-,--,-_'� IR11 ,, A"; il-F; - / � n I ,-- -",,,,r - I I I � - I I ,,,,,1�i-%,,I ----!---,-'. - ;� "-,-,-* - I I �' �,� - � �,,-�:�,,,-�-�,�,.,-_-_---�.,-,,'��,,,��,,,,�"-,�,'�,,�,',.�,-""�."? , ?-,-,,--,-,,," ,��i,�.,�'.,��""",,--,.-7-�,,, t�,,� � _,--,f�,�,,,��,��, , � , ;,, "."?.,�',��*.,�,'�"",.��""",�--._,,�,,,-,, I � - - , ,,, _�,J��,,'Q,! , , , � - , " - ;--- �, % , , � ,�1,1��-,.�,;.'�."-"",."""��:,,�,,��,��,i"",��;,,-��',,�: - -", . L , -, �" " - " '� , , I ,,, '. , .��Y, , , � :11, , - �') I"-I-_-_""'I--'-� , , � �,�,�,,---�,,�-,,,- - :�� R ,�"" ',e,t�,-,;�,�,-,�,,,-,'�,��,,��:.-"- . I � , ,.,.�,�,�,�.�,�,��.,,,.,,,,',�."""�� . ,�V�-�- -�, ",-- - . , 7 .11,11, �,� ,t�jc,��, , - -,L - I,`�-` ,�! N 3��"��-`,,"111-, I � 1 '5� w- � -- ,11;11;1-y,1, -�-'S", - �;"n,�,, �� 1.1� ,, ,, , 70---.1-4,� -� I , 1-1-r-� ,� -, ,- ;X " � I . ., 1��.,�-- W M 4, 6,,,�-",-,`-,!�-,,, 4415 I I . I '. �, �-` "-- , "" " , � ' i �',-`,��,",t;pv,'; . .. I lyl-.�-- " �;,� - - 1 -,J� ",- ." ..,.__� . -� :,-:-",,i��;�,,.- , 1, 211"i"." - "', " �,:�'g��L�,,'� " ., I I'' - �,�. '' , I �,�-`,-!,i �W A, vil� 7 , q- ,n...�',�,-:,` � ,�" ' ,,,r"^ _ I L 11� 4 , , ): ,� , .- - 10, 11 - 1 - 0111.'. c - _', '' 'jq , "g- ��,�" I. I . �11'--, `i,W'�M I , L A�,_,,,, ,"- "","L"", _ , 9, " I .',� .��"-�:��'� ------% ,:N� , .� , - "' - �.e". ,"', ,',,k,.,,, ','-";� - I � ,%: - �11'2 11'...-Imb� �j -, � - I � � - , _�,;','��:�,_, 1, , ,,�,_-. "'Al -" "'-' 2 �,�,,":�--�,n ::�,, , I ,�- I` " _p,� 6 - - - , � _ � I I , F,��.',,,',.;-,F�,��,� -J-v,,,;�, _ "', - n I � , " , _,I . 'f I 4'� I I � �i�,O,,��, ,,,,�� _0 - , ", - .,,R, -�,,�:,�---_-- I I 1� I :�� - 11 ..I& 11 11 - I ��-,�,�, .,-�� " 11 g"%- 9 I I ..W A. --�",.", " -*,""� "'44 I � , ln�l � -.- -e--- ,, - -� _ ,�;*�� - -�,� I , n--7 ,� - ,,, 41"" -` p�,,:,,, E- �, � - � r-: - , - � - 'r � -- , "' � ,;�,- � ,�,-'�= ��M �� ,--_ I - - �.�' .' '. Z - ,,,, -�I--, i�-,-:`,",-:- " �,.--��`-�� 1--'!-'��L'-�`�11", �;,'!�.;'? � ��-, , , � ��11111 `.�,It�c��" I I - � - , - li'l 11 *--��`, , - fto ��. - -., �,��'Z,�., �p � ��, . - , - , , . . It'll- ,: ,5 -", 1,��. -,; ,'� � - - - - - - "M -_�.,:, � -- � , �, ., �'-�, � �,�J, -A" " I '.-� `l �;��.� ".- ��i��i-,A4�,�,;i "�: I I " - ( F �-,.7,; * I �,AA, -.'�',�,��:�%�,,,-;:;",.:".,�".".��,�'��,��,�,�,�""",., � ,..�":,L�,��Q. ...-, 1- 1-1 . , �ve',q,�, , .��,�,�,?;z>�.,n�.-,--., , , I - , I -. 11 - 0 -,�i�n'�"'.�,,, � I � 7- ,�� k1'�`-'1,-:--L:, � , , - q C,� ,A,, . `�,, " ' ' ' ' , , 'I' ' , 1114-1---l-1-1-1-1 I 1.�� - , . ��- ,"", �,-� -��.�� " � I 1-1 . - 1. I �, "I., --. ,I I - . `�-,"t, '- -�-_ � I I ��,'.. �-.",�""!..�-�','�.��.,�"*f"�,,,�,�,��,,,�,"�,'�,�" ?e-, - ,�, ,:�� `:L`A'4� ��C?,-'�i M ,'`,", ,,, , I , I I �;�: � ,�:1,15%5,W 6��`-'-I, , � - -�:,-,� *,'�,-'4� M, - , - . -.,.4 ',�,'� _1 11 "PO --,---i,,,-,�,-§ 1 11 ,i� 11 , � I., I I I I 1� ." !N � �:��' 11 , - - --,,-, : � � I � ,�-,,.,,'��,�,'i,-,��,,�-"", ",-",��,,,-- , -,� I , i7. �-,-,�'-� , - -��--,-- �,-- --,�- --., 11 I I - "A ., 7 ,- - 5"'iM ��-�'i,�,,�,,�,-_-,�:�,�.��,,�,��,,,��,��,'��'',-.- ., I 1 I .. ,",.5-,i��.-," �� ,7 g7k, --,, ,�:--,�� I " I - I ,�!i 4`N �- �.r � , �� ,,,,,,, ,.,,,,,�,"�",, - . '� ' - 11.11' ', ' � � .1"`--,", ", _�;_� -- - '_",��-.��':-,�.; -��,_�,,�", ,--Pa' � I 11 --.1 �,�N - ,", _ :" p ,�'i'V ,,, �. � I 11 , -��,-',."� -,�.�,�, �-!. " " "',':�; - - �7, - 7' :� - , I , - �, � . 11 ,,, -�":`." i -�-N-5,--�-:- - � ��" I , , I ., �:, , ��,,��,�,'� ", , ,-2 "01 0' : ,,'� , � ,�el. A,-,�',�Ij""";i 1��, . ,. ,� , , , ". I I I � I ,�. . � , � . ,., ",, M,�"'.� � I I , I 'i , _.-.:�, :��,� .��, �;��,,,!-1�4-,- -,, � ": . - � � � _ : 1�, I -.- � I I I I 11 I I I I I `o,7-:v,,,-,1�,;�;��-�.,,:,,�� .,,,.�, , -, ,�,L�, . , I r.. . I�*'v- ,111--�� I...,,,,ik.Wa I �. ,2 ,,�-�',,',�,'M , I .. 1; , .. .-�-. I � I -,'M.... .. , i&" I I I . . I , , , - �14-1;� 1� ,, , --- � I � 1 I � I I ,�-..- ': , ,` " ,� - I -�.��-'..I'I, I I , -,."","L , _ _ ., , �'."..":?�,."�'.��""L; -�-�z�, ,-,.1-1.1-1-.1-1-,". �� ,'�i .11 " , , . - �I �I- . '_;�,_ � . - :,117 -,i% . , ,11 2,�.,111.�v, .,,� 0 " , � - z I I ;'� ,t-!Z-� i;-1,5 .F ... .14 - � 11 � .. I 7. , � I ,�z� - - . . ,. , I I . I I � .- . � '�,� n ", , ��:�11, Z�-7` � .1 � ,� . -�� ",�, . -% -, ,�,--,V'!";i,I F I- 7- , ,�7z,�� §� AM � �I I. -1� I -- , - I � , W 11 11 - I M I I , -- "� .��f��,'�1,11 -� 4TO,"'; -- -- "O., I-", � - I '�`, , , 1: 1� � I I ,- ��-`I"�],'I,�,"�', , - .- -.1 - - � - -� �.�,, `,-� vqt��;x I ��, I .. - , - -1 .r"&55M, , I I I 1, , ,�-".",,,�,,�� , - , ,."",� ..-,I � : , � I ��- - ,�---�, - , ,,, '��' �� ,I 11 I I I I , ,;�- .-,: ,-"`�'��-,7--W".,"' I I I I I �,ziv-,--`� , , �, �� I I -- - .�,2 � . I .I ;1�",-�`-�-11,111,11 I"1,-111 � I -:-,-: , - ,--,%�-7: "I �--"�!, "�'�'".�":"�'ll,"�"I-"-"-,e,.,-,-�'�,�,;"",-�""" :!., , 1 I 1, 1 :7, - , ,�-��,,;' ,,", - ,-r, -�F " I I I I -e,!'-�,iZ.'�s,-. ":;',�,`-,."'i,rq�", �� ,��,::,:--,:.--- , , ,- (� "� , , , ��,IeL ,--.-� `�.' � ',, , �, I I ",� I I I � I I " .11 %. �:%',,;�;;"" 1�1 I -- � -.--� "�,:,11�, - ,0 - - ,�. . A I " I I I . I . ... ,_"'. 1. .11 &,`�.�',��- , , -... �,,, " - �� ," � I I I I , .. 11 I .. , �-,,A I ,,,,`,� "'i-'1'1,1,1� .:;, - " '�n�..,,, , �: . , I I I - '--'-'- - ."�� -,f'�i(`,, :-"�;�711':��,;�O,-�� , , I .:,,��,-, - � � . zi `-1�, �:1,-U,�,, ,,,,,'-r. .,-- 11 I ��, - - I I I �,, � .- � -,- - - �, ,,��-`t�,�- ��-j � �: I I-� � I � 11 -�"7;,*��,�`�,,',;�;�,,-wl,I:, - � �"'! "s Z.�.�.,, ,, �, -I �. �� I I I I , ":,-s '�jj�,,�-_��",':",,:.'-� �'-' , I I I , _ �, � �, - I I I , :� ., � , '; ','-' ,��,',,"",,;�":,; �, _,,,",:',,��-' �6 ,�-;, ; � R_ "I ,;� , :` , - ;,r � - I .1 1, " _ - ," , � I , - -1 �- � t,- -��,�,��"- ---�'� --'t�,� . , , I 11� - ��,�v""5-,i�,�',P,�"'��-,�,�,i,"', ,, I I I �� , , �:,:, ��,�_,-::,'�': ",'!��, �,�:,.,�-'.,�� ,;�,,: W,, - ,- - - �, -� � - , - � -, -- I . �� , �" � e � I ,.,-',-�, ,-si"!M, .':"��', 5 ,-, I I � I - I - 'I', I I I I I I I-- � I , , - ,-�:, _�W__, _ - �l-�':��j-"ft�",r.,��--,�-,,-,,,,t7l', - *1� I I.I �: I � .� I I I .1 � . I � - ,� -J."'.� �:_,, I I :,; . , , � . �-,`,, Ajk-,Z�,,nm v,,-�:j�-��-,�`,'I"'; � � �i, ",� , ,�� " I � , - ,; �,,, -, -,"', ," -- - , , -,", %� F-X'ri,,%*j,v�,,,,A4�,. �`,-1 .. I v I I � , :: � 1. � ";,-,7�,��,�,--,�',-.�, �, ��-� ��,,�-- -� , . �h,�,.,�,,,-,.�-:n�'-;, --"...:�'_."r,,",L�T', ---, �,,-.,. � L.�I.�. I .. r I , !--Z-B%K-,:,W, �, � .-i, , "�.,-%,�%', ,�, . -1-; , , � .��,� _ , � ,__, . _, Z�'. , -� ,� . - .1 . I - . I �, . ,��-::�k� .1� " ..,� V -1 I �.' I � � I 1 '7------- - - ,: , -, ", -- " 11 :.,, I - - , "I..� , ,, :! � I r -'"" , , ,-,,,..�"..I., , ,, - ,�,�."y"._ ", � ,!, 9 ,_�� I I , " - _g,�,�.1 "-4-1...IVY �� -1. I . � ,"" , .I I 1-1 1 ----i.' v� ,.;� - 1�, ;�M,,� I I, � - -- - � -!�:"�.�,"A,--I ,,,��,,!,�,�,'-.'--�"",-: , 41 � ��,�,,, . 11 ,� '. , - - - ,;, ,, -�kv"3,��n 'i"i -.'f�, - - , I I I %:�,%-�,,,",L��i`�,,��:, ,��'!"�-`,,�-:�,��,.,�-,��i� - �,:, "�-��.�:�.- . 11 : ,,, - �,`��',�,, :,, - � -"i I -� I -I , . . � -, , , --, ; ", `:--,,:��- , - *-. 11 - ., � � "?� ,� I ,I � .�R - -,� �, � - -,, -i , �,� "� � �� " /"% : �- ;,� , �, : I I . :,�, -1,1-�Ii-, �,��,---".�'-,�"":.",�',,,,�-, -", ';,`,,,',-,-;';!-'�1"-,, Ke ,.,-:,�:, - , ---, ON- ft,� , , - 11 I P -.- ,-��-,', ,,,�,,�,--5"�71"%-, 'M � I � , .",- ,,�,,ri--,,,�.,,�,,,_ � .,�;,,,,-;�;!'�,,' - �v � - , I�,,��', -"-�-� I I '2� - , " - -E , - � -v-, -", ,)jp m-'I�-�-I -- , �.� -11, ,��,,,, ,�. , , -, 41, �, - - - ,.r 11. � ,,, � . 1� � �, " I I I Z , ,%M- , � . -i"",I��-- � --,�; ,", ,,, , -�' I� I , - ",", I -"� "-.,.-.�"",-"�',�,,,;�'�""��-�:---,��.:�i�,��',��---�.--�',,, ni ,;,��,.,,,�,L`-,�,.,rg�;�� '��7 �, - �, ., I I I �� '.� -1 .:- I ,.- -:�-- I'�' I -;1."-'-`i r,'�"' � ; �-�- ", "', A - - - 1. I . 11 I� I .�'r.�,�"'.,,". � 4� I - ....,., I � -, . I . 11 'j,,'f�:�.. I . I -- 01 1� 1�",`,�',�,`,�`? I- -q�,,�-Z-,�,,�� -�-,�,.-- ii�,d�� - j 11 .� � I ...-�, -4, -�� ,��R`1411X,rl, , � :��";r,'. " : I - ." �,1- ,- ,.-. ,-,,��::,- - , � , � ,� 11 - - :j�- , : - � "'IMN, W - ��--,L",.-�,..f"i.."�:i,.�-'�2,�. 1�1 R iW 7 4- - �:�� qgq� , ./,,/ s, W : � ,!,�,M"",� i . ','� .- 1�� ,:, I I 1��'1;1' ,�, �� -": , I i I �� ,.� � . - I.. I � � , � I I - ' .' - V -I:,V,,�',;�� .",�,,:.,�%.�,', . I I - -,- I I I ,�-�,, -t,T:. -,", .1 �. . ,�, ,, - �,,, ,,,i,4 AM W . ,�, ,,.,r,:",,,�,,.', �, 7�, 1 ,��:��,,`�:--,�,;�-,.,�,�,,::"�- � "__ , -T`-:.;---� -, --,,',,,,�.,� - I - ,� I � -1 . - , _'��., _� -5". - , , , � - I 11� � , I 11:-��--," �- I . _', � :�- 7-� � - -- I �,-"-� -- , .1,11� 1, I I I - - , ,:,, - I 1 ,�W22R�;�,,,,� 1 . �- , - ," - I I - ; � - , ,z --- , ,"---.---'*'-' - �I - . , - .: "�--- '--'.' -�,';' .,�-, -", � I � --, 4�.-,�,,i�.-��qg 'i - 1�� , - ,- I- I , i �`� . � I ':� � - --.-�-'��-�', , � -,� � 1,,,��, �"�""�� .�j.'.�,", ,, 5, '1�--,�1`-' .--.", .I I -- . � ,�i _ ,T,-�, , � f::�-�7�.'- ", ,, I , . I - - , 1- �-.t- ,L�� I� ,�i; -, , I... , �.- I I .� I . � ,, " . 11 :-�,:., ,,�.��, IN- 11 ,� � . "I" I I " ''� , , � -, ---�,"y'. , -,,, - �' P'," �,�� ,-.. , ,-", ,� R �U�11 . I , - , I I � , N � ,;, , , I � H ,1�11,1,;�,-'.'�,, ,,'z -:�e,"t ',,. I Z. . I-- ,.,,�;�,'��,:��-,, I �`,' - , , ,"P, ", -Y. "Ill' . I ''. 11:'-�, Y I ,� I : . 04h ,: ,,,,-,;-,<,�;,, , - E",,,,�, I" 7-L, ,, �, �?-..-.".'-,,-�,�--��,,,, -.. 'p.- .1 -� � :,,..� �1, , ,�,, . '� - I M , , I r : I" �, - , - . �I I I I ,�� , -.1 ,. .f�� - , ,, , �-�,:,%", 1;�, , , '. , - � ": ,*x � -, - -..-,� .;,, ,��': .", -�-.'.��:-'�L .- � " � - . .- :,�"--: -- I �';' , - - , ,� ,��-C, -,,�� 4 � ,";, ,",',,�', ill' I I - . � -1, 1-�W,11-. _T�nl I -1 " I � -, .. I ,�,,, I y -,�-'.'�,-.1; i�,, I I . I k-�'L,�,7�,,��,��,�,�,,;�,,�,��---;�--�.--"�: I I , ,-,;---,i�,;---,:��,',:;1,,-,1' -Kc",,�,,:�, ," I : � n ,�. I :�,�-'' , I -", -,-,,,�,�,, .� M -le ," ,-,--.,-,�--," 'S,- I . I - - , 1,-.",� 11, " I 11 11-_.;,:, - , �_ , , I 't 2 I, � .. I'll,-- , , , . I 11 � I � - , - , 1, -, , " , - .- ,T:-- , ,, -1� - - , - � ,- 1,k- - '� - � - ,,, , , - --.----, � I �- � " - - - - - � , - I - .; ,lj� :� �,� 1� � - � , I -11� -- - - --. "�,- , - "� - w - ,',:;:�',��;`, -N -, � , : z -,-��,-v,,,',,� ", , - *- f..,; : - ,, , - - - � .- � I I e -- I � - ,I I �, � ., , 11 -# - -.�, -;� - . .-�.,-,", � - , �, ,--�,- I, ,� �-, --� , ; ,� , . , ��, , �: ,-.,i- ,�:,-,,",-?,��,"",�,., I , , , !:%I I I I.;--- I-� - - .... , ,, '- . , - ': � i � , ! �,� v- - � - , � _�-Jj�w , - , , , -i�"," J li�� I � I - � , �, , �c,�-,�,"'," 1-�,� ,;�� !.!!,v ,K 4 , , - - . , W�- I - � ," . I, ,,; I , � , � ; �. ". ,� ,. � .. .,,--- ., , , 11 - I I 1: ...- . ,..".�,l.-�,,i,-��,:,;�,� ,- -- -Z,%`��'-'-.`� . . I � 11 � �. � � - - ,�� , , .1. r�", : :--,�'��:,��]��',�,�,';-',,,��-" �,,,�." , , �,.1. ,!I.". ""T �:&,, .,� . � ,, -�� I ,��, , ", "t.:,�'':, . , . ��1� , , , , I . I . I . , � -'- "."? I � I 1�1� ". . - . � I . , 4" ` , ,. , , ,�.- , I I - I -�11 -1 - I - . , � , ,�,,�- ,�, , -..�, , 11 - � - - `��`-,-�,L M -11�`�, ��,,�; � ',-.,,, 1:-.- ..-, . :.,R- ��.. % " 3 . -�, � - -� , I - � -� - - -�1�:��'," , , - � I , �r. , .,'--',,,.,' 11 . I I I - -11 xl , -i- �_ �� :�� -�,�---.�, �1, , , , - 1.11 -1. INO�,,,�,.;.j-.,--.-,-, I � , I - --� I 11 il�- -I I I� � , M -,� I I '�,-�'�:,;,- I --;;i',' ` 1, , , ,,,--_r-,,�� ,j", ,,�-�� ,� - �� 1111�-,.. 1-11."", ...:::: ,,k�,%,��,- �--3-�.-,--,�,-,','--""","",-/".�,,�,,�z-,-'-', .-IP",,, --:-`�,'�,"".". ,- , - :- .I � , �','�:, - , , I " ` -E -,'- lr,`� 1�2 " ,"! �-.�,, ,:7�it--',�,,'.i ,� ,"',""1�� ..�;�. - � � � -��, � !"," -,,,�,,'� , �-"�i,�_,, �,`,,Al , ,, . .1. I �_:,;-�,.1 �, -- . ,,��"�,, , . I " , -7- " - I , 1, ,''� -1 �11 .: ,,, � . I - -1 `." --� t, �,� . .. -.- 11��i 1": - :�, , I - "" -'�i"'L��- - - �, , , . - , -,- -� I I -�1, - I � I ,�`-��A,o"W',`�`5S ,,-',',-,��,,'e,'k� � ,, � �� :,", ," ii- 1 1 ,� I �, ,J,,��:,�, � , :, I 1. , - i� - ,-� " ��, ,I ;-- , , �, , - --,,- -�� I �- � , ,, - , 1, . � � � ,r I , m- ��, . , I -� �*,-.� , - - -'r , , I ., , --- � ,- -S- .-- - .--If'; � ",4 %�-�--"I � �- �.,� I - , �, - I �, I , -, : , � �. 11.1 p , �� '. . I � 1 ;�7 , ' .1. - , I � " � , -! I , - Ti��,.! ,-"�',��, �I - - ' i�' I �-�I?-�L I �' -.� , �- -� .1 - ,,'h�' , ,.-;�. lil� _�,,,,.,�,,�� , , ,-��?*-:�', � ��.,.,��,�,,,,�;",",,;'-,�.' , ''�'.L� , -151�11�1'111'.� -�7,.,� �B, � :�,.j, --"Ir `��'�, IM , % 11�',. g,� - I "�',, - . , :, � I . �:,�, -(,�7,.,K�M H_1.t I� 'N".,, , ...�� - ��,�,�,` � 1 7 1 , � , - .� I , . I 9! -11"-�., -.".., �,-rl,l - �� 1. , -, I I "-M L., � I , � - , - � � I .".-,.,.;,20 � - ,,,;, il ��," ,� . P i`��,. �' -1'I,---"01*5-, I ��--i�,,,� �� . t" . --"--- - �-`--- � I � I �'� :,,, - ,:.,-�� ,, I � I' ! L� - , , - � w&Ei,-;.�� "Ill `,`� 7�i,,L,`,',,, , .,I" ",-:�', � - - - I 9 -0111,, �,��: ��'i�-� I.., . � 11 .� ,�. t ,,"%,.,,;,-1 :,); �,,�� 11 -,,i'-'-.,-,,,,� - � � I . � I I p- I , 11 �, � . � ,A �,,`,�,',,----;-�,- , �� -!�"-,!! n,� ',.,'��-,.:, I ;1" --,","'4.,�. - ", "" ME' ,,��,', � I . I , :,: --,--,��"' -� ,!� - , - � . . :, _ ,",�I Y-. , g 4' - - � I I 11 I , �R� 1�! i,,-,, " , , , , , - ��',, I I---, � _ , I , I, - , i �`��-.- �,�',�f,i I -- , , I' .'..,,,�,��,., �, �" � . ,, "- I ", I ",-,- , , -"',�- I - I I , 1, ��11 I I �r, !�,",:-�:,�,'. ;11, 11 � I I :. I ',�. ,,,�,'�.,,�,--.",!-,�,��,,��.�,,, �' �, . ��' ,,, - ,�I"�",� , � � , _ ,_ .,.�L'�"",: I � I - I I 41 . � �", � , - __, ",�, � I I I 11 11 I K 0021 "" I , -�- ,, I � � , i , , A ,I I :, ,-�;�'.-.-�"", 1--- --`��' 11� I I I --'.'-, � ,��:-�,� I , :, I � . S"..t:_�' I I I I ". �,-", , �"", �. V� � - . , 1-. , I,..��J��,',"',",�i,�,",.�,",�:�:�-,�� ., I , ''I -�!--,�,,-:,�: I I I I 1� "": - - : - , . I � ,�x`,�%',:�,,-". I - - ��" 2 . . , , , - , � .:� �, , I I I -,-, 1, - � �, ,:�,,,,,,,,-�,�"."",.,.,�.�.��,',,,,,,�,,, , - I I i - ..- �- 'I, ;."� -I.:�L � I "_ . ,�,`,-t� , I � � , ,1-1.1- ,:1"..�,,,�'o','.,,r,, .;, ,,';, i �, � ,, ," , � �,), -.� �`,�-,' - I .. � :- I : r ,.::,� I ;1 �c��Al I ,'- � - I I - � .- -, � �, ,;�,,`�, . 1 41(`� -/�, I ", : � � , , . " ,��,,',��',��,,,�:,�",:��,-",� I � ." � � ---- 1('� � ,�_",�� . - , � , �� -, .� , �L �� " . �� I " I-�- �, I -�� 1. I ,�;,. e � ��,-- I , ��11 ,�. -y ", �: I I � � -, ,,,, " - I �, , I 1, Q -- 'i, I.,1. I I , ��, , .1 I - , � . I I I -1 � ��-�-,� �,,,,`�,�i�,�,�--,'-'�;,�-,,,-" -, - � �- , I *1 1 . � ---- I I I I I 11 � I I 1 �7� ,. I �-�:,,-,�,�,,"",,��- , �r , I-,-A%',�"",.''.,-',,',�,f,,r�'.!i -1,. �I """ - . . I I �11 . I I I :. " I , - I I I , , , 11 I� 1, I � - .1 !, I I � � ,�, ,��- I .,,, �i -: 1�'��., �. : I'.�- 1. I - I I I - -��-i-�" , , - .. :��,;,:,�,,,.�: "��, ',� Data use sAev to acerse. "-".�`,-,-1" ;�: : �.. ,E�.��., ;� I I I � - � , ,,,, vz,-. ,,��',,-'��4�',','.n�- I --�,-�"." I -, I , � , , � 11M � I - --..,!`�'!. . "', , . I ,;-, , '',,"."", ,. .. �.� �,-,,��k:�,�',,i�- I .1 -, � "'k ,- ,� q �.� - I 111111" � � 1, . , . .,; :"v,,,,,,�� ; �, , ..-", --,,I_L�, - I I ,", :,�':��,-'��,,-,�':.,�,:,.,:"��.', . "�,, : - � 10' ii*� , * - � �'', . , .-� , , . , ! - -" I I � I , , - I . -, I , --�,�,-.-. " -` -:� -, � , I �- I . � ., � , ,- , - I y I I � ,a . !�',!'��-.,�:��'��, I '��."'�-,; '!,�, I I - --- , .� - I " , , , , - , . I . 1.� , , I I- - " -�.- - - - I . I - I -� " -.. A",I I �:!'', ", I , , - �i�-,' � . " ,,, , : � �, ,'�, ", 1,2GO4 DeLamle.Topo usm.5.0. 1 . , �� , I - . . . --,-" , ;�,, .��;- .t. ,��,�� ,0,-` 400� WO 12W, 1W 2000 1 1, � -�`�,,,�� '�, ,�-,�,�;,:---- -,, � . I I - -,- �, I I I I �' I ,�',,,"�_:.;"- i ,�7-,, -�.�, - - , - , , � - "�, '�' """- , �- I I I I I - ,--. I - ""'" , " I � - �- �%' , � : � - � - �,'- - .: -�,---�11, ,� � : --,:�,� , -'�<', , - � I . . , , �, "�' " .-.""' """ ' I I I " � : , I ,;�, - , , 1. I I 11 I � . I � � 11 . 11 , I , - --'.-' .' , � .-'�� ,�,. .� .�-, I 1 "-� �, - I I ��f r W) I--- "'. '..�� .��,, ". 1'1� , I 11, . ,-:�,. �,- 'I , - - , �� --f-- ,"' I "-,.:,,17;�:!;,`,�,,-, , ,�,�,� , , - i, , ,I .11 - I , - - --11 - , I I -r . . � , , ""� , - , ,:1� -�,-,.,�,-�,�P,,��Z� J '', , I � : 1 - ., 0� , , , ,, � "I " . 1, �, � .1 � I - :,��',",`� �-., ,.."" .. I I I I I .-'. � " , -L 11 11 � I I - :�:��,,�: ," :-,..,J-,��,::,`!"�', I I- I'll, " . � . . - - - � : �: , - ; � 11 . , -� � - , , - --� ":,, , ,-."- , I I I . , ..� - ,:i. �- ,;,�, �-: , i �. � , ": � 11111�11- - , - �"",i, �- , � - I .,�, "�" .:5.�� ---,,� -, I - I L � � � 1� . .� , I !�, �i I I . I� I 'r � ��:,,:'�,,'.I-.-""',: �:��,�:�"..", ,�' '!"."�,.��': ,"'�,,i,�,,',�." ,nt,�,�-, , � . - ��:��.�, 1� 1, j�,.�,:"J-�,��' �;��,,,,, ,-,�:,��'�;�-'�,,�,?,- , :--..'�,�V,�,;-..'_a, - -- . -- .- - 11-1 `111. , , . -1,e�,,'�'i�---%�:--' -�-.` - -,- ,--, 1, I -1 I I -�,,,,,,'-:.-,,- -. � . -- -;`�"�',��,L` �-,"-"", 11 ,� ,- , �'� "" , - - I : .. I � ,,,�_, , � ,, ,�,:,, �:,,�:�� " c� :� -,�,'-�-� I � I , , "" , , - � 11 , � I I - --,", ,-,0�,,-K,,i',-' -11 �`,-; ,� ..,, , 1�1 --`- - - , - I I I �...... , - , , - " , , I -,,,,,-�,`&,�-r 11 * , " , I � I I 11 I - ;, . �: rU� . I � ,�,.,��,.",�.�.,,�:��',��.!,,�.:�:.",::: I ,�,','�,�,�!::�, ,'�,:-,iii�':, I ! `�-,��-�',�,� , ", - - , -��`,: ,,, -�,,(��,'-;� - I -11 , ,�.,`,,,�,,�,,�-,�,,,`,� , v: - I I 11 I I - ,�-,-- , , , ,, f� % ,'J,.'Lw �,,'��-, , " . I - ,,, � ,��- -- , � ]�t;�,,- I I � ,.," ��, I I I -1 �.--,-Ilz�l��,,,- -�- - - " , " -, I --- 1. . , , ��,'";.,�I , I , 11-1`1 I-I 11-1-1111-111 1-1.1 � I � . ',��::" ,,, - - �,�,`��`�-��,? " -,, "� -',,,- .1 - . ,... � I .. - �', - i, ': ,-,i� �,,,�--,.--"�,,,�,,�,,�,,,,'-,,�:�'""', ,: I '--7-�""".",;'1101`1�`,��`��, ,�, ., I I I I . Ii '!�,'� � "", 11-I I - ��,:, �: ......�- ��;,��""-,�,�,,,�,�,"�,��,.�,'�,.""'�, , r,I iS4;-,� I I � � ."", , -1-1. -11-11- 1-1 ,,� ' _., . - � :n,��, , .,��, - " � ,- ��,��:�� ;��'��,,,�,,',�:!"'",��--I 11.�� -I I,-, I--.- %-- I - � , � I 1, I . � I . I I I�;:,:�:� - � - , � � , , "I. - � - , , .."., - - �'. � I I , , , .",- " � "I'll' " ", - , I�.�:-, ,,,11�1-1 1, 1- I ':� ',';�;,�,V,`��-'�.I, , I I -1 I .". -�- " - � �-�,�,- ---,��---,,,, � . %,"-��"",-,,,-,-- -,.,�,, , - , ,, , I I I I - ,,,, .��, _:, ,� -�-- I I . �---------, ,'�"- �, , 1�1 - �, I , " ,. ,,,- -��-�,:',,5, """-"`,��2 1 1 �""" - , , --, --, I I I . � � -' I � , - �Y- I ��,,. I ,,N-��. - -, -�`��`�,' "'-;'�,�,,�.,',�,`,�%-,:,.,�L, -, ",--,--, `�!,,,-�i---,, �" ,--�,-,`�.,�`,�,L�,,�-,".'�:- � -,., ---,� ,,,�,, , ,,'r,", -�� I ,:�.',; -:- . ", -,� I - 11!1�;'1:;*,';: � k�, i�-�:r�,,�,,,�-,�,�', .- - , , "- I . ,�, ,�"",:", , ,,, -- , "- - " , � �� , ; 1, � ,�, .. -.�: -', I I , -,� � ". - �''�, I I I '.�, 111,;,_�__, - ,,,,:�, , � , - , I 1-1 :1-11. - � - x-, " �i:, '. I � - � , -� 1- '-�� - , :, � -- ,� I - I . ,- �, ,- - -�- `�11.1--� `;� '- `�- I :_, :,�,`,"-,;.,�, , ,�`T,, - , '. � , -- - , .�:� . , , "",- , � !��.��.," .. .Z, �.., "',- , - I I , � I I . .1 I I , � , , , ,',�,, 4"l-, -'�' 11 I 11 ...--,�.�;"":.� ,;,�&,� ,'' -,,� �,V I �.., I I - , � ,.,-- " -,I � ,�.......... "��,^,�P-�,�'��-,.", , 1 '. '' ' ' I - , "" ,-�,-- '. , , " .,�,,,,,�,�-,_` , . ,�, - mesa, 0 - - , , --,,�!�,� � '. -- ., � I ��'11'1-1'1"--:,-,.�,,, -r� I , . - �i,.�,��, '�''.;:�"";�:"."�,�,,�', "11:, ,,,,�,�,j� I . . - I " ,�, - - ,:�,. I 11 I I , �� , , � I I r'� ��",�� '': ,��:� �.":,I , I �. , , ��.�:�, 1,4-1. 1 � 1. . �:�,,�,:":�-:,��'�,,:�,,,�,,��:,:.,,,� .1 ,. -, , .�,I-," � I - "' � ., �,,��`1'11"1'1-,, ,� , 11 . -:-'�� Idgulkh, AM1111h , ,- �,��:,"��,�.-�,.::�`,��",7!�,��,,��',�.`,��,,,z'�,-��'--,!, ,, "' " -, ,�",;,:,�-,"-,� . - . , �1:1 ,�-%�,� .; I �� .. .1 :.,�� I � - , -,- - , �,- - , , ,�'r�' �- - - -, - .� . I � -X�,%��'':,-- I 'Ask,x� I . , - - . :��i,�-,,�"",�,�,--,�,,�z�,��,,,�.'��,,,'��,,�,,,.��,,,, `�, -, ,,, - -,.�, , - -- .:, ,i,) -� '� : - , , ':'�", �:'--- - 11 I I- - ,, , - , -- � . . - ,� �,��' ,� , - � .1, I : ; �11 - '� .I � --:��,'-"',�T"', . 'i::1 I -� 211L- , " � , , , �, I�� " -�::�. - 11",11-11 I :.,',,,�,�i'��,�,,�",��'��,.;;�",��,,-��'�-',, ,.,-1.-, -- �, I-.,- I- I 1�..�-:,---�%,��,. , �-',�� :,;'n`,�, - -, , , ,- , -�K- - - I - - , , I - I I � - . I,�. - I I ,, , -:, " - -- , � I , 1. - � '. , I � . .,j-.y-�-,-�,��,,,�-��,�,`.- � '' --- --, - , "� - -1�1: � 1 � i � 1. - , " - I - I,,� ----�.,-"", � "-",1'1'f�, � ,�-,�V,��,�-��, "� WW , I I ---1 , , , , , ,,, , ,?-,��,,- - , 'J�1.1 ----,;_,*, ,�.- � , '- �, - � - I - , ",�,A,;, ,, ��,�'�,'�,�1� - ", , -, , , . 1--11 '�i:A,�; " :"' , "' - ,, MR : ,, �. ,-- '.'-,�,i'"�,--��-�"",��",,��i:, 1�:,`:��.,,`-,,,�',,,, --u- , . - , ,�,,, I " '' � ,,��;�,,',,,,�,�� uralming Imn"W" ,� ,"'��"',- I , �. _ � I �- ,,� " : "� UV21 I -`,�i�:�O,,��,��,.�', I � " - "I, ---.7- I "' " ,7 L "' �� - ':-� , , .�'�,_ : - ',;;',',% ,- � - ,�,,�,��,,'-',,'-'�,�,,,,'�."��-�� , �- -; - � I I ".. . . - I I - "' I - I I � � , L��,�i��"."��.�;�*,�,'�'ll'�'.-��.�- - .U,,,�,��,-', i- � . - I � �", , - ��,�_: , .�'g�",-".", ,�.j,�,�1;1,�'-".- .1 .1 11 � I Z'� ""' -, -, -� :;�l":4""��,�'.�.,:!��,', :,',. - I -�� I - -11- I ,:" ;. � - - -, " " ,,, -,",:"",,��','�,'!��-"�---r��,'�,-,�,�i,�,,',,,"��'�-,�"--�-, 11 " 9�,'XP , � �,,��,�,�,,',�..-�,�:�,.��,-,'�,,,,�',.�,,� ,.; '7"I", -. -,,- -�`-,.�-,O,� ��-z�,�N 1�.--. . - - , , -- ,,I 11- I - - , . , t��i-;'� �, , ,�f��,`,,-, . - � , I � ;,� - 111 -I 1. . �- - � , - "'' �,�- ,� -��"'.e j �, . I - I ,;,!�:��', I 11 ,�, � � , - `"; ,�_'-,�'-��-','��,-",'r � - I i'. � "'."'P,"Ll . 4:......��`;!, , -1-11 ,,�;,Ji-i�%"!,�� ,", �".� -':� , , � , , , - -'., " � I 1. I - �.......�- , , -, , - . � 11 I I,1: ��,1 I,- -� I I .., - � .---��11 ,,- - , I - �,,��,-�.�1.1�.�..",�,,�.""�� . .,. . ". , � - -- -- I � I - -. I '. I 1� - ,�-.�,�,1, �-1� - "�--` ,_�, -,�� -, . I � ,- I I �-, - �-, �.-,%"; ,,,--, �'�,,A�,;�",:- �L"'11,� -f, - '. , , - , ,� , ' ' � ,- :1�,; ;-11:41,1 I I . 111'1-'-`� -,,,�;�,'�",-:, , --,- , - - 1�,I -- �, - , -e,�-'. !1i',','.T,"` ,::��,-�-',;�`,?,'�%� I . I : �k��I I,.,. ,",:�':,t�-�� , - '-- -- �- .-- , , � I :"I �;,'.'.�.,�..��.A;,-.`_��-�, I , I � " ,;:'i , �-.. .�Tf"8�i-�-1 ,,'�.-�i, -,�,��," . .. I , �!,,,,,'.,�,�,`-,��,��:.,� �J,:,� 1�.., , ,�� ,I%. .I - --Zl- -_,,��,,',,,.. ,�,Y, :,, ,,, - ��-�o,l , - , , -, ,- �,� , , '. A , 11 I - , lj�-' � " --- ", --,�-,,�� ;',�� ,-��--,,-�.""',�'.�`z,`.�:, .i-�"',,�t:--,-,,," ; -1, � I � - ,� �- ., , I � - - , :- � � - - -,,� ,- �, . , , . � -"��,,,,�,,4�, ,,�� I , Aw% &*%6 �L" .','' � ,..,.�-, , I ,,; I � , " ,�-".",, I I P- . ,, � I 11., , - , ." �, ,�,�, - - � - ,., �� """�-., i" I � , , I ."� I......4� , ,, , � - . , - �" .,��:� , , � ,�, J-,�o��-,,�,�, , I -, - 11 , I - , ", , I- " I - �I I� I 11. ,,," --r� , - ��11 1,- -- I :::.1 - . I .��, , I � . , 11 - � " � 7 � -,.�j-�--,, ,e'? 4 1 , - , I - , , ff� - - I � I ,:. , .1 I ', � , � � . - . I "�.. I , 11 ..;:, 11 � I . I I ,��,�� . . . ." ��. -�, , a & * a W-,-%!V, ,,`,�'-.",'�, 1 7� :1:�,,",Z,�1, - a �, a, I�,�'. , �:-�,,,-�.7-f--,-��,,��,��-- � r,�"I .�, N *,� -� -,,�:,---S� - -,,', -� : - .,,,: . I I - Title S"' huut 0 a n 10 -.., , , ,,';-,,,"'�',��`�4,','��,,,&,,�j, --%�,�,,�,,',�i,��,, ,-,`�,',-, I. . I .1 11� , ".,�,z'�---.,',,, �, - .dwmwb.�,.. .vdwhk,.� � , �,, �. : ��,I, -:., !;�,��;�"-",.,:-r"-� .��, . � �,�',., ., ,�:�,, ,::`� . , �:,, 1� , ; �11 , - , o " ,.-- �',�- V�,i I ...I , �: --'�'��"�� ' ". r I�,��,'��z!!,�: 1, .i : I - I; '. , � 4, ,�,, , - ,, -- - , " ".., ", � . - I .. I ' - , -�--::�--�, 7,��,,,�.',�"--,�.-'�,,,',�:!�',,,-',',�:i]-" , , ': I � � � . I I I , . � , , �y I , � I , .;�:"��. ;�: , : 11 .. � ",, , I I . - It � ,I . I .:,-,ti,-. . ,�r ,- ,,, , k��,��: � I I I / I , , ,j, - ,�: ,�,�!��6,,, -, L . I M " ,,:., ", ,,,� 11 ,,. ,,, . 7-1 1, . � ""Milillikk�:,; � - - , I I I� 7 '�,",- - , , '�-:: ,, I ��" o -:�:. Am& ,',,'�i' -,% -�4'R�,,� : �� W M I - ��, ,�, I �,, .1,", I. -i, , ,";,�,""4";i",�',-,�� -r - I I . � '. "111" ��,��-` ': " r j .�, - .�.,�I , , �� ,��' ,, , a I.,.� , , ,-;,�,��- 9 ,- , - 'i" - �";- I 11 1, - . I -- - A**& ,��, I ,, i�,, �,,� ,,�:��4,, -� I I � I I � ., � - - ,-. . � I'. �,-,,�., ,,'�,--,, I .IAMW I � - " -.:- --, .- � ,�--�,� �,�� ,',,��,�-,',�,,��,,,�.-',.��:,�"--, , "��-,;,;,--`z��-,_,,`;,, v: . " n�l , - - I , I - I 0 �� , - , . I- M- - I. �-,� , - : 11 I I �� I,�,� I , , ."�,4� . I �'�, , � I I -1 I I 1.I�.- 11� �I I I - _- - ,- I ��I . I A ..�1. I L-1,111,11-111,"`-'1-`-'-'-�11"'1`�" I I I "- : , �; ...� �, , 1 � �, ,'', I � I �, ��,". � , � 1-11, -:�, . : . " , a 0 a � a � ��&- * A0 , - : , `� I :�,, � ��,,*-,�-4.-:��.- `�'�,��,�-,i�,li..,-.-�,�:;'��-,-�i,,.�;,.""",-�- !� �,�--,,�--"',",'�;��, � - ... I , �,�7,,�,, ,�� ,. - :�.:�- , I-� , , , ;,�:-,� , 2 , - I 1. ,�,'t, ,�, I .,.,-�1,"i-, I�,, -I � ;: � ,,�:" ,:�, '' I , �,,.,�,:: � , , "A-�',��, , -- � I , -��,.-,-' �P_ 1� I .. - I , , " -1,�- I - -�,-- � I .;,� I� I I ,- � ,,��,, ,; , I� ��Ir "...,".1.,� cc.l , -- - ., I. "1 --,7, -,� :'- �- I ,,�,� , �,:- - � �'.,.,.I L " . -, '. , , "?,��,��:��""".""�,�,�'!"�,�s",�:: , �� ,.. . � " � �,�:,�,!,,-',�,, .;,;,,�� 1�1. , ,, "' -�......., � ,�,,�,- � .,�,� - - ", I - 1. .., �v,�-x I I -,:, -,',�,,�" ,�� , - � , : 40, �,,,,, 7�� - soft Aom , � �,., % - -- - - 1. - I �11- �� , -, I . -" I . ,i:,. �-'.,,'�,,�",-,:";�.�;��,,��,�,,��", � ',-',,��,-,,��,�*,:,,�', I � b HE I Udia-iditionb,*& . - - 2 - -�-, � 1. � I a , 11�,��,,�,,,�-;77. 4 � � ,�:UFC��-,4�, � 0 �,,, , go�r,�',,-, , � ,,, :"�,�,,�.��.,,'-��,�,-��,,,-,�.,,�,. , -- I ' '. , . - I , -,.�',� -J", -- "; , .�'�l",,",--:",-.),��,'�,�-;-,-"' , . , 1,��,:4-�'- ,,, Exi^ti - - -';' - 4�t`�,.��""L-I . M ,� , :�,,,, Y9 , �!�� ",�,',�`-`-`�,,� ; "" � , --��'--,- .��"'P��,,,. .-��,��,��,��;�,�-��""",-,.', ::, �- ,,, ,,--,,,� "', . ", -, ' ��:�,�,'-', 1. - -��X, 0 W � l]';.,. �',''�,', ,�,��',�,�,��,,',,,"��!,�,�!�.w -;],�w , -""�, %� i --% . � "�,-,��-',-,,�'�;.e�:�,, 1 - %",�,��'i-`-�, - - ,�, , - ,,,,, , , ��- , �-�,��,��,�,',,.��,-",-','i,'��, , " ,��, , _�'i-`, �,-,�i � _��'i-`-' �,--�i . - - --;,,�,�� -1 " - - 1�-, "' �1 "..%-, - -, - - , � .- , - I I '- ' , I - ", I � - I --` -�-- . ---,, --` ""', - . I �-, -:,'�% i --�,:�,�......`-,,,-��-:''I",, � �'; . "' " ' 'I . " ,�,��:-:�--:,,--�- ; � 1 . � `�, i--- ,��;,- ,. ;1 --,��,�,��I- I -,,-,�,:��---,,-' .� �- , -,--,';-�--- - � � � -�,",'�,�,,,-�!',, -:r--�,;k��:`,�*.� � - rl.. ..",-�,�-,:�`;�, I I � � - I I I I I . I � , , - � - �, I , :_:�:i.��,:- -; " , --- ,- �-, I I � :"' '. , I -1 ,'��,�,,�'�-�-�:�,',�;�l;�,,��,-.� .-� . ,..-, t��";f ::. :��, ,,Z�', J ��,�',��-�"-��--l'-��I.",�.- , -�.'-� -"",`:� , .�" ,��,� I'll � - - ' ' 1 I - . I I.-I...----- : , I x a a a 0 0 � �'� X 7� -, ?�'11'�4 D;-�"-. �, - , - . .. . I I 1�� ,� -� I D u uii ct ' ��,-�-,, 1 -�, -`�""' �,�:""-,-",.,�i,-,.�",;�'-,-�-�,.�,�,��,,,-�,'�� I I - - :,�:�"11',',-:-, '"', ,;,� ,�',,�,",��-"�-%,""""",",�,��r,,;�..I - - 1,� . .- ., , I ,,, , , �,,�' . ernditioft-ft Pi^n . ,, - .-: ,�`:�,,,�,-,';�,-,��, �,:�:�,,':'��."",��,�",i.',, �,�,:�, - ,,,-,�:, �'- .:�-��:-- , `,' I " " , , � -� � - I K�;�:,,,,�-,�: 'I "�"'�,�,-:L�L'-"--'."""��","�"" ; I - - - : � ,�,, - - �� .----,- , .1 `Q� - . " I " I 11 - "�,',�- -.�, �-_�-.`�"�',A�l ,.�-"�.',��-,�,��,,��,�':�",-�-',�--',,.: I '�,`1'11 ��, _ L " - - " ' I - , , , , - I , I 1�_,,,,,�,.., , , " --, � � I I : - "I , ,". - - �:`- ��,`��:-- - - - - � ��, "' ' .,I I, . :,�� ,". , ..", ' ' -- � -2 1� �,�, - ��......:;�;,'�'r��!N,�_'-"� -,�",�,,,�r�',,��,,',,�,,,�,�",.,�,,�",�r,�,,,�, I � �',"�-,,� , - , v � I , I - , , - � , - -, 11 -. -, - " I � " -- , � I �- ,�� , ,"', -"',-- , -,,',�,',�,� ��-�,,",�,:� - � d , � , --,- - - �', ,X� , ,--, i",;"" I �:a",�� ,.,_--,,- -, - '' 1A OF - , .1:: ,�7 ," ""i � � ,� - ,f'., �;,,,, �:��. �,:.�:","� 1',:,�, � 1!,��',�: .,.. , ,". ,:��,.' -1 - �,-- - I.- -,-�,,� f�- , �, ,',,��, I I -�',.'� ,�.,,, �� . , - ,: ,- I ��,�,��111K-11f--'-'- I �, � , , , �%, , I �-,o,-,r,,,.-, ,,,��,.,'�,"-"" �'':.""�,.,,-��,��,,,�,��,',-',�,." � I ::,:,� �'--�,, ,i,'�f,-, � ��c,�,,`��" � - i -,� I I � ��, -- ,, � ,,, ", , ,-,-,�!"�-��'-,,'��,--, I 1� - ,. �I "", , , r- � "'. I � 11 I � , 1--� 1 . 11 � , `,,--i,�f.,�--':, �z,�--- - -� � " - --,�. '. �"�.,,��.--.--- I - I - - - - ,�,:��,,�,�":��,-�,,i��---'; - , � � ; -. . , ,.; ��-� - -� ,��,�"Ii",�"-,.��".",�-11�,'�'I'��";"7;,--,�:- -",",4,�',!:'-�"� 11 % I �' �-,'`:""'I'1.-,;��-'-�,�-'_.- , -- I- I .1 . . I -,, - ", :-,:, �-�'-117-1-1�"�,"- -�:,�.-p-�,-g .� ,�,':. .-:.,, , �!'-,,' ��-11- . �, P. �' ,*,�- .0,�. '�'!,','.� � , I I I 1. -11-�A, I , , ,-- ,,,,� :"' :, ,,��,��_ ` ��'! - . -- , -,�-""" - . I , I ��-� . I ."" ��,'-. ��:,!`�, .�, '-- 3,,_ " _ "ri,.__ I I I I , - 's' -,,- ,, - , ,�� , � . � . � .:-;,`4�',,,:��--�, I I ,�"-,' ,�,,�"::.,::�:"..�".��,,",',"; �--. ;�-,� ". I, - - - - -, , , ,��:�: �,ih �, ... �. , - � - ': - ,�i,�,��"'�,��,' :�:-: --`-- `,,,�,� -.- . , -�'� �, � ��'.,%,� , -j� � '. , I , ,� 4�" �,�--�s Z, - , , - , , *::".A�: �, , , - � ." , :, � , 'T � � � � : �,:%,'�,'�-, . I -.-.f. 11 .,� ,,, I . ,i� , ,- , ",:,. - -.�;,�':','�i!��,,',�,�'�-'-,,��',,:4 7::-��:�� ,'� � I,,�---,,--�",,, '-4, 6t,-% Lay&-*-,, ,it Plam I - - ,!, ,��,- Zj I 1� v U If a 0 0 a W a 0 a , - � , " 4 , - - ,,'�,'.,,�',��---',,�',,.,,..�,,.�""� ,,;,,,:� 1, . , ,""" j � I � . � ., ,�� -;'� :'.."�4Z - , , -�; - , I `- :,_!,�,�-��-,,�- ,.-"-,,-", - -',:�-,�`,�-j�, � , , ,,�,?,��;`.,,," ,;,� ,',,�;� . , - ,�,"""""",��-z"".;�� I 2�-,,-,`�� --` - , '' -, - , , , L e, ,�,-'�--.�� , .,,,,,-,, " � . '. -?:- � �, 11 - - ' ','', : ,:��,,,,,::"",.?l:.".2,,�,�,,�'��,:: , I -: � , � - :�`,�-,,,i- 11 , , I ,,,,,,, , - ,--.,-� -'!'. -, " -- ,- ""." , L - , - --�z I - .�., � , � - �' - ��, �., --'-,'��T-' I I I - � -,, - I - I - I ,�,��,.k - - - � I ��`,- ,, ,,,-, ..,- ,,,-.' 1� , :�,,�',��,�-,.',-'�,!,',�;��:1,�i,',,�-,,. ; ,,�� , I I �- ,,!-.,, , - � 1:��`- 0��:�:%"'��-,�:.�-.,.,-��,�,,- ,��, , " i7 -,- -�' - '-:,�_ -",��, -,�;','- 11-11'' : "', � �-- I � - 'R�`--- I -.,. r' , � -,' �, I , - I _�;,��,_��'��,I_,:.,��_�, - �',��. - , I I - :�, ;-"',',�i,',,',,'�t-,-�,""'�A;�� ,, -�"v,,--,-:,B,,,�,-`, 1,- , .�%1�,�:...�,.,.,';1"�'�,:,�"�% '" "�,��j-.-,";':��;,��";�'.:,',,�,�'�r,,-' '.'j� � ,�� . , No. rl I,� ,,�,, ." � , 7.,,,, g, ,�.,, - , � a 0 1 � � �, , ,L ,,-,,,;��,,� - � �� ,-,',!`,:.-',�,,'�i��,�� -:,, I 1: �""-,,,-.,�,'��,�'; �� I - -'- - �, ',,---,-" , ,, , I I I I .-,: , ., � I ' ' --� , �, , �- "-�I ,��rl"',� ,:�,,;"r,�.:- - 11 35901 JL .-,----j-� I . ", � I�-, I , ,�, : , I ......,,�.��,,Iip�,�,,�,, �, I 1, I I , - , ,�-�, . � Am% ",�;.,� ", --,��,�-",::�, -,'�, � ,,, -ii,� -.- .�7�,- fw% soft Iola 1, -�. I 1,7:,� � �, ��-1".�1--l�"-'�:�'�,,�".,,,,p�',,��,, � , I I � . ,'�'.i-�11 , - - . , I - . -,�, " - . : ,��, I ,,, I I I --i�;, . ��,�,� : �:', , ,.,;:-��,� : -,.""�,;��:, _,., ." ,-., -.-�".�,, ,�, � . ; :'�!,,.;;.0��, ,�-� I � I I ", �, i�" "'.., ,. r. el �r,��, , � , ,- . �� ,� - ` ,-, - �, , I . �-,�- , ,.1 ..",� � "", - , "'��- I . 11 I I 1, , - �.-,11 I It, `11 ,;�-;;,-"�! . � , , " , � -, - - i, I .1 1- �,14 I- . 1 -0 I * 5 ,�-,,-, - ,�' 1: -"�',,-�,�:,�""".��l,,�','�,.�,!,"��."��,,��,�, I radii iy & U118litle-%b 0 0 a 0 a 0 a jc :-K-39, ,�4,1, �'.,'��-�7"-.-��,,,��,-;;�""�,,'�,��,�,,,�! :" ',, '� ,,, � . -� -l'- f", It ' .�Iilll�,�111." , , , - -- - - , ��.',,.'."","-�l,,��,"��,,��,�"",�: . ..,, ,-..-.";::;�.',�,."L�',-�'l,',,,�',',��,�:-�:-!: , " -,;%':, :.. �...:,�:-� ;'�,f,,�,,�� ,� �, . � ;,� -:." � � :-,��, , ,, ��1'1 "1, - ,,:,", '- , I , , - I I . �J��!!!'.'�: �.-,:,I � ,7 - ,,. ,-,� .� -�,,,�,,- - . . :,-,,-,,��",--,,�-,,---. ". � ,!, _ _ � .. I ,` I I �, "".,� � "I - ,t,,,�� ",_ - � - , , �:,-,�� , � ,�- I ," , �-�,f, ,",-,-�, - , -,.-" �; --��I�,,�,,�� ,", I .�, ,�'L ,�- � -� �� ,,-��,z,,,;,, ,:,, ,, ,,- . I I _"_ _ , --, - - I 1 ��,.:�7, , I .- " I �',,_--��1,4`,`,, -,��',.14"-,"r � ,� I I " �,A,�,'. �'�,:�-_,:,�'-,2`,�,L%",.;�;`:.,�, 11 -.��,-',"�'L��._`,"`,�";f"",,:", I '.,,� ',�, �,: � �, ,,, ,�,�,,��.�'�:,�:-., , , ,- - I -��V , , , - %.A `� - -,-,,��- 11`-.,:��', ,.,-,, - , .,_, , , ._ .11 - - . , ,� , - -, , - , _ "" , . . ,t- , " - ,- - - - , , �� - i� ,�,', 7 , - - , - �� - - . � � I . -- - 11 - ,� �,�;-- -1 �--"�,,-. �--- , -�-' " 11 '.. �,,-�', , - -"�"L,,�,,�',�,�,.�,"�,"'-,:, I'm-I'�- - -��',T,,., i- - .��,�, .1 � , ` , ��C_-',':� �-s,.-z';��.,, �� , , � I ...�"�'.''' , .: , - . .� , -, ,-��""�-,,�.,�,�.-,-"","",,,,,, -� ,,��-,,,,�-",��"""�-,t"""�"",-,i:",��,�,�l,:-,��",��,--..,,�-,�_,,,��, � , ,- �,';,:' ",:,'��'_'�." '..' . I � ,,��:,,,�::-�,�:�,: I `- -.,, -, ,r,,�56' ". �V*�%� I � ', ,�,,- - : . :,;�,111-�� : - , , :� � , I &1% - , , M-11. � I'� - - , , , , , I � - - 11 ,,�,�� , ,,:; ��;,�.�!��,?:,�-�1,:' , � , -, .. ,� 11 � I �!�r�;�."",...-, , , I � I r I � , � ��- ��,L,�`.," �,,�""I'�-""��--�."""��,�,�I" . `�,�:�� - % :�`.,�:�, � � I .1 �,,��,3-;,`,�;, ,,,,,,,,,, : ��.-"�,,��,�'�,�,','�-,,'�-�'��,"-.�l,��,,�,�;-,',,,��l", - W,� ��-, , �,'�,�� a I soft 9 �,,,�---,-",.�7:-,,.-!��,'�:".",�,-��,-,,�:,,,,'�,��-"', M - �,-,-�-,-�,,��,,,�, � :1,- -�`,,. ,", . lak . " , ,�---, , � ."- .-, ,��.`-�,i�,��'-.-,,��,,�,, -`J'--:; ":�51' I ,�,,�",-��:, I ',"I., , -;. - , - - - , - � ,�� I _��:j, 'f.,,"�"Z�:_:,��,., , --, r,- -1. I , ,� , ,,,�- , ��t ." . ..-�;- .1 I I �,,,,, ., _� . - , �,- � I , . �, -, , I � .1- , ,,,�,,��:, -` �% I �, _ , , � � 1 -� , ": I , ��N,1�- -..X'� ,�, ,�-��,",�,�,�,- I ", ,�,��?'-- - , � - ,"' ,- , I I �, - . :;,,%_�- �, ,-,� I - , '�, , �, � � - I�---�r , - a � -,`�, �'�2,` V�,jl:-, �,-- ,: �,-- �-�, , -,:�,--,,-:;,,.,?;--, - ,17.1.- I.lk;� ,,� , I ' ,.-%,��,xl ,r,.�,:��,'�"�,�,""".",.,"'--, , I ", -"�, ."�,- �1. -- I , , -, " I -�' .'.��"f�..,-'�."!","'�' � , I � , - ��-��,--- . � �- I'T-'�,�,, -`-,��'�,--, u 0% .,'1--'�%,,-',,-, ,� "I' '. I 1-,�, ,,,," "' -`i`� , ,-,�,.,,,'.�-,',--:, I , �',- ,1�11,1`7% :I , - 4 ,��,p�,'!'',e�';' �,�",,,',"�".'kk�o'�.f�'-.,��',.. "'k,'-�7--,%:"'1'.�`�-1,�, r%1db,ftap* ing & y i i �'IL;f` �'!, �,", ., , ,�: � � 1,16 ,�4', ,,, � - La, Li#-4 ht a 41 -,:�,,�",fl � �-,t'--, I.- -qiv? �--�-., -,. � ,','!,-��c, U % �- - I , -,��- � . � I I , . � . ',-',�,-, I'M �---"'.""�,,�� --,, �,� , I , �w�:i�, , , . - -0, -,,,,.�,,�.�-��,,�'-,�",�,,,�i�, I '�, I"11-�Nill,�-5 - , -- ,-,,�,,,�,,- --',,� , -- - -,,,��'."�j":,",'�,�",�r��-�,�,"'�,�,,� ",,-:,'-',--', � �, �:--., I I �'-'.:�":.��,,,��,,,,',,*�,��,-��,',�,,.�",�::�,.'I I I , ,i'1.111N`M-3--'�� -1 -,-,,,�i�, -� I I .'�- - 1 2007 " ,,-,,,,-,- - , �-�- -L--,-',,1'?1,-.�,,- -� ,��-�...... -- 2 � � -�,,�'t", " �,�::�,',,�;,�i'-" " --, I 1 ,� - , �- , , , ,��P�('.V,�,:,:-,-�,�,,- , F,, I I.� . ,�,��,-.�l��.",:!,��,,�--,�-�,,�.'�,---, ,�.�� ,i M, I I .,, ,7� ��,�-,3L-s " - �,,��,�`,,.,,.,�, �- .1 � ., -'�,"�,,,.:,r,4,�;,��",�,:,--,::'��l, , � � � , - ,.�,-1,,,".,�, - , . : . 1% ��,�-,� "', --,,.-,, --"' , , ..-��......� , - ." - I .��,-�,;�:Y-��,,��;,,','�: % : L , I I - � ,, ,- ... - , , ,-� ,,X�,� � I �.,,:, ,�, :,':,;"��,�,,�"",�i,�.��,,��,, A , 1,li-"",'.',�,�,`-::,�,-,,��,,�� "", -_ I I- - ^ ,�,k"- - -�', �,- � Pow%, ,t,,", ,,Z,V,-,��,!-,z-, ,-��, " " I � � ,, . . ,�!. , ,,�e,.,, I � .,, .,, - "� � , , - ,.'�.�'i-,'_:, 11, ,'��L�,,�;,1,,"��'." -1,11""�,�: ��,'� , I I � � ' I�. - I r - . , _ , ,Z,�,..'��, ,_ . - I , ," ,� �� 1 , -- -.� �- I ,,�,,`i-`�-;��:',",:�`,,��.--,'�,: , , I� ,-.""-,, "'�-�"��. . .�� , , � � ,�!�,,',4-,��.,� .1 , :' ",-`,��: I , , , �I :, ,ON%, , '. � �,�,�,7,,��,-��,'.,�,��,��i�'�e,��',',,',"��,�-,-. �, ", 0% ,,�?,.��-",k��-""�'.�6"i'�,�::!, -,�.��,!",�6;:;,,� .. , " -L L - . ��',, , , � " - , � ,�:,.,U�,�--,i�`,:�-,,,;i,,�,�,�,�,�,-- �,, - "L�1"; REVISION$ , I-- '. - I -.:�--",-"`,!,I�.�- ., .�L�. "" - - -1,,, ,�:,L,.'..'Z��; � � ,,�f "- ,"- % . , "", . ., 111-1, - 11 �,,. -- �,- I'll s16 11.71'k,�"- � , ,,i,,,�,,�,,-,,i��,�,�- �-., I �.,,��,,�-;V,, -,�,�,,:�� -.' I �I - � ,�", � ,� ,-�,�'�2�'J,�,,,N 1=1., ,,%'��'.'4,,;,,;�r -,�-"�,----,�,�;,"�,.�;�-',,,','�,,-,��,�.,,�-,:�-,,,---,�,,z, ". - �, ,:� . - , � , , , �,�,'-,-'�,,nl�� I- �""� 4o.,,", , ";�q � �, ,'11'1��Z��,�" :,`-',--.��3�0,%�,� , -",-." � , -, i, " ,-;- � !�"'�L��`-: I �-1`111 , � .1" �:� I I ""I.,--l", �-- - I ,� - , p u"ficat" --., ,.% ils ,,�:'- � ��'l,�,,�-�-,.��,,;,,�f,t,l�,�,,i'-,,'�,"�,.�, I � � �,T- . Ili -1. -0 4',��i-."-�2�1�i -0�0, " ,% -, I I , �,,�, ,��,��-,,' '. I - ��,��, ,, ,--- -`.�, `1�?-',,'� -�'�;�'��,'.,t�-i',��,�,',',��,�,"�,-',";,,i4,,�,�i,��,'.�;""��'�,�,',��,'--,t��,��-�,'F�,�":,�l,1� � �"`,�'I�-�:L;��',","'---"'"" �-i,�,r,""',,-,--'Z�,- -� ,�,`�:�,�-',.`�-,��;,`,�,,,!',",-"'�;,�,.,,� �August�, 2007',�.I . L ti----e,*-1 1 lonb 0' ( uula a , .- ,�,,�',�Mw,,,�jcK� , I ��,�.�-�.,�,-",.�--",-'�,�,',,�,��'��,-��,.", a a 7 � , , - , , ": 11, �,-,'-' - ,�?- i,Y,�:� �j � � -�z,-,."P �-, _ ,��l""I'�"".�-""."'�ll""�,��", , Z.- , � � --"" , �7�- -�, .- � ", I �,-,,- �L � I , - , -.11 .11 '�:,.��-,�,�,, -,�:'-.'�j�-, .., I - ,,'�,'�-,!.� - '"" -- !�:,�, -%-, - ._ �,,',. ' ' " HMENTALAssocwn, h4c. .11 � - - ��_, : � , . -1,1-,., - � , , �, , , - - ," , " "'.1 , ", ;' -,.� ---, :,,',�!�'I- .',,',, ., , - , ", , � ��,"�L.;�:-".:�-'�"�'��'S,'L!',"�,�'�i � ,:, �,-, �, ,��7'-'-i,��"', lf�,��`,', - , , - " -1-1-1- , , � I� - ,-,'� ,�!�,!",��l�-�,-,�-,!�'.,��"L�"�-".""L�,,�� , , I 1 - -..,;I llv ,�, , � ., I L,,�,.7 , . I -n. -,.�,.��,,�,,,��,,--,;�,�,."I,,��,',��I-.,'.��,�,,��'.�,-.-��,�",.",�-'r,,:"-"".,:",��-',�-�,,��""��",-,,,.k-',: , : . I , - " ,�,;,1" ')� i �� , , - , -: , � . ,,- ,;f, "',6, ��,,'�'�,',,�,�,-.; . , ;L:,.;,�, , . " _ - I �� ;..L I,,, , "', : ,��;,mm.f I .-i" ";- ",:,::�;L�-��,,..�,��,,-�.,d�,��;��.""."�� . � , I I Co - I ..� .� 11, ,��,�-.,��,',�y",L,:",.,.",!'��,'�,;!,L��,'I"��'""'.',�','!'.�:,;:��',",,�-"'--' , - ": '� "",-` ." ,' .�,':,,.`�. ,�, - -.--, � �','-�, ,5,,� - -� � I - ""'. ,��,::, . 'i - - , ."',� , �11-1 EC TEc ENVIR0 , � - - ,-- - --, - , " � , .1 . ,��-'-�L,-�:�� ;, -, .- - ,,,�`,��"'.J",,�',� ',',-',�'," 1.� -,',j.-��, , , ", - , , , --` - - � , � . � ,, �, " %,�J�,_"�"��';�,,""�".,�'�,'�"'' , "L - - � ,�j ,-, 1 ,��,--,,,---, `�,��?��, - -�-� 20, MW7�L'.ag per EngineenN comments . ,�- --.". I , , ,, , ,, " �,� ,,, . ��,,�',`��,,�; , - '"', " - - � ��:� I I - ---4, , ""'�,�� "" I ,- , :-��- _.,"'-'."�,�,�', __,�11,1 I I . , I .. ,, - ."s-, , 1� � 1-- ,�,,,.-, ,- -August I �, ,-, `!,;,Z: " I I ��,,�,'1r,,",,,,�,-",,",,."-,"'. �" m-'.'��,�.�,F"�,,-,-,� - I I ,- - � I'I,1, I � - , - ,- r: I I � ��', - , r?."��,,", I I September 05,.2007 " , �,'��-I;� -,-,.�,�,' , , 11 -,",--, - , , -,- , " e,l I CIVIL ENGINEERING * LAND SURVEYS �:,,, ��""";,-,�,�2��",-�,�,�,'�l-,�.",.,� , I -- , - I ---- ,, , �` , , -��-,�,';,,,',4�;," : " , - I I - ", "�,��,- I ", , ", - , , I , , I -"' "" - -��-,, -�,- --� ,,--�,Z,� , I I 1-1,- ,"I'u.-,- ., L, ......�-, ,", �-Z,!��'' , - - L:�x I,,�1, ��,!:�- " �,,, � -� I ---,--' 'T' -�,* - 11 ----,� i ��w � ,��;�f',, --,- - , , - ��,�;, I : � """,-, - - - , - - - . -,�- � �- , , I - ----- �- 2...&� , , , - .""�� --,." """,--,,,,- ""- --'T", -- . '-_,,,,,,,�, ,�,� '" I I ",":"',z,,!i,,�`,,�,'.'� -,,�� , ", .- -- � �, I , ,,g - - I I I ,� --, ,, � , ,- ,,- � L , - " I - 1. , ,� � . 1, �,I"-, I "' - ,-"` , -L � � � :,� "., '! , , - '4��;%�-,��-j.,L",��.r"�,!�,,, - - �:11, 11,7"I"i'll"11111".1 �%.-.',,'i�,�,,,�!��,'�,��.," '. ,�, , , � , , ��,�"-`.�,,,',E'Z,,�-, �,-,�1---�:"I"�F I I I , i-,, � , -- �c � , , . .,, �, I I I ' � I ..I �"-,-,, � ,- , I ...... - - . , I ��, - , .: I . �o , ,�" ",, ,�;��:�, - I I ,." , - , - ,�, I a gi 9 � . : ,:1 -. "'---,----'- -r, _neerin comments 1� I - I I , '-� � - ."',� � .'',r , - , S2pjember20 ,2007 - sperEn 18ODenelowRoad * P.0- Box188 * East Longmeadow, MA01028 - ��`�`�]i - � r."'., , ,, , ,.-� 11 . "' � - - � -.-� "" ,- , , - - ,- , - - �� , . I �11... , ,� - , , - , � , . ,---,,,�-- i, L'' . -� A � . � ", � � - , , - - , , � , � �, ,,.j__, � :., -,"', , ---"� - , , � _ , , , . :, I� I � .. -,� ,-�- ,, ,, - ,, I � . .e -, , � - I I� �-;�-��- � - � � I ,.,., .. - , - , _ I �, � , ,�,-,- - , " �,% - �,- , � - , I , " .. -- � , , - - ,", - �- --, ,I I : . , � . -- L L. I � - , � , ", - , , I- -1- I I 1� I - . I � I - - ,. I - �- -�� - - --� I� W . , -----'-- - I � ,-'.�. 11 - , ,", I - - 11 -1 � � �, ", - - � " - 1. - � - -, , " I -- I I I , , "� ", � I -- .- " I I � � I I I � - - � - -- 11 I 11, I P. 413 - $25 - 6703 F. 413 - 525 . 3582 E. ecoteeginetmail.aft.net --- 11 I -- ---- ---------- I 11 � ill 11101�� I I I - . - - r I � s- , � I 11- I I I , I . I I I I _ , I I � , � , . �-,,. :-,, .,,� ��,�, , � , - I -1--l- - r ..I I -.11) 1. , 1�:-�-,,� , :� I � I - - -------- ; 1. �.� , , .1 :, ... .. - � " c," L�-,,-,i-�",:'�::�` �'-, 11:, ,��11� 1 7 - L I � � � -� - � , I � I , . , L -. -"", �-, I .1 I :- - I I I 11 11 - I I 1991090111- �F�� - Addwlkk� �� MHMMMM6..-� MEMEppl-� $; 1 tqW I .. n S ammook A110 �� p F p 0 d D U NK IN DONUT $ 4FI804 M t t ,�� MIAMhAvok or" A 9 a K M 0 M IdAMM& MIANkAW& i & N S ma Fam I L M t d P t I -- , - h p 1� I - - . 11 -� -,"'v � - �.- :� I I � I I I - "', --,. 11 - --- I . I � I �%,�, , , I � I I , I I I --, ' ' I' ' I I . : I I I I I . I I � -:.- I I I - I � ,- � I � - 11 � I . I I I I I � - I - I - � I - � I , I-,--- 11.1 I I � I I I I I I I I - --1--l. ---- 11-.---..-.--- -- -- I 1-... I 400, nif ,dean W. Tarr Laurie Ann Dehm (Trustees) Bk. 9772 Pg. 1 t Row 7* White Pine Trees 326.571 Limit of 100 ft. Wetland Buffer �. . . I —k..N8726 WE .. . , 21 ,. ,. 1 GAG. _ 7. 1000 �.., . � nrtanr M51 ti exgistin . . a� { / sell trr�v r \ - . gravel , . , ,.. Iti_ r.. , . . ..:,J .,...a s. . enclosure ." drkrrrco — a ,y J Rirn 86.01 ,.". l 12"Irv;.,78.2 1 A Vd 4.} ln) r Riparian Zane " 6: l; r R, Inv: 77.8tt - ar Leonard C. & Birdie Mai r - Gardner 00V Bk. 14522 P . 40200 , r WS r 1 I :, , :.. Area tjrt(�110 i . • `drrve aCC Parcel 1 0-2 - --- sewer " " 05 �` ` {7 i +y 'W6 R8 W1 '`+ , t +a r 8 6 ft. ancdr 1 a' , "®' atrrCkao f�rrce ,r. gr es Caro Sugar Maplas Lttnl# f C?t3?` g r� unless otherw s ids , e � "'�„ *�,"• Outer a�ipr,�arr 'cue James C. & Norma R. I Walters B . 3400 P . 1 540.081co 1 N 89021`32"V'' s�nii xatt n/f Rim;86,77 Stuart Amusement Company Inv:75,24 Bk. 10979 Pg.. 40 Legend �. street line _ property line .IViL edge flagged wvetland edge of perennial stream :... .. . ... ...�... rt : 100 ft.wetland buffer --•..: .`» .�.. . .,, „ 1t #�,.inner riparian zone 111 Notes: 200 ft,outer riparian zone �-- --- - �� 1200 riverbank flag location 1.) For title interest to this parcel see Hampden Countywetland flag location Wt Registry of Deeds book 14825 page 11 existing Z contour 'ite• � Conditions existing 10'contour -- - --- c - --- ona mo 2.j Parcel is zoned Industrial A. existing spat elevation observation Hole Iracatian p 04 3. Underground utility locations shown hereon are based upon surface features as located by survey and available A"awamo Mass. record data and are approximate. Actual locations should en h Marks: be verified with the appropriate utility company and/or for Rim of sanitary sewer manhole lout on the easterly side of municipal department:prier to the start of construction. _ " Main Street near the southwesterly corner of the locus parcel. l it Limited 4. Topographic surge information was furnished by Smith ° r 11► _ y Elevation- .�5 Associates Surveyors, Inc: Rim of drain manhole located on the westerly side of Main Street ECOTECENVIRONMENTALASSOCIATES), Y . I 5.) 1Netland i�:;riverbank flagging was:performed by Pioneer, " opposite the lC3ci.Is parcel. Elevation -$I*i.32 CIVIL ENGINEERING + LAND SURVEYS Environmental Inc. and field located. b` Smith Associates GRAPHIC KCAL 1$0 i?er�slew Road ,� P.0 . Box 1 East Longmeadow, 01028 Surveyors, Inc., ,� �r �� as ;..say t P. 413.525 .6703 F. 413 .525--3582 E. ecotecinc@verizon.net DISSIGN BY: G.W. tr�rN BY: J.M. J.T. CHECKED By: JL Revised* 31 f SURVEY Bow �°NUMBER.- 1 ado 000W 000 too Aw 400, Remove existing building LO and foundation fill & compact to existing grade Remove existing bituminous slit fence concrete paving & dispose location of as required 5s� 35 C\J P% IA.*h S e in exis sn�a ting white pines) �n A -76�35�9� _0_� Limit of 100 -�L �4 I-Sawcutat ............ ,V Wetland Buffer tiel U"Omm gutter line -01 - ------------- Sanita!y MH Rim: 85.95 C Inv: 76.6± "000, cell tower -gravel ,- 100000 enclosure pGrking Remove exis /00, 9 'werhead wires >1 )< Existing utility services to 00 limit of work tin erosion controls be cut off& abandoned at 0) street line or reused as noted �j EO 44J LIM f 100 ft. Inner Riparian Zone 43 RJ 011 0 86.10 T 0 C L.J saw V, Remove ex utility /�4--7-poles,--gyy nchors & &V'e'rh e a s W5 R5 W2 R2 4 Parcel Area art ve i se%, OtIl 152v4l 0 safs 95 (approx. 7v 7" 'on)_434 \-Saw cut at 5 1 �, 3.4989 Aco 7 1 7 guffer line Int 100 13' 1 ) IF W6 8 8 6 116- W1 ft. $to /ZZ//7,�-/ 6 ft. s ce 9tO a rence K Trees ore Sugar opoes silt fence Limit of 200 ft. < unless otherwise entified location Outer (protect & retain Zone 77, 0 existing trees) Remove existing buildings V-4 and foundations 00 co N fill & compact to existing grade Construction Notes: 1.) Call Dig-Safe @ 1-888-344-7233 minimum of W 72 hours prior to the start of construction. co 2.) Contractor is responsible for occupancy permits from of the Engineering division of thp Pppartment of Public Works. Bench Marks: 3.) Notify Agawam Department of Public Works a minimum Erosion Co I ntrol Noies,-, Rim of sanitary sewer manhole located on the easterly side of VIL M, Of 48 hours prior to the start of construction. Legend 1.)All silt fence/hay bales..should be Installed, Main Street near the southwesterly corner of the locus parcel. prior to Elevation - 85.95 4.) Approved plans to be on site at all times. street line beginning constrIuction. and shall remain inplace property line until sufficient vegetation has been established. Rim of drain manhole located on the westerly side of Main Street 5.) Changes to this plan may occur as unforeseen conditions arise. All changes to be approved by the Engineering edge of flagged wetland 2.) All erosio.mand sediment control measures:shall Opposite the locus parcel. Elevation - 86.32 division of the Department of Public Works. edge of perennial stream be inspected and,repaired if necessary after every -Ian Demolition mv 6.) Calcium chloride for dust control to be available at all times. 100 ft. wetland buffer rain event.' Notes: 100 ft. inner riparian zone -11=01F11101MIP #1804 Ma'n Street 7.) All materials and methods to conform with the Agawam 200 ft. outer riparian zon Afto 1.) For title interest to this parcel see Hampden County Agawam, Mass. Department of Public Works standards. riverbank flag location R1 Registry of Deeds book 14825 page 11. 8.) Contractor shall ensure the maintenance of safety and wetland flag location W1 2.) Parcel is zoned Industrial A for traffic on the public and private ways affected by the existing 21 contour construction of this project. 3.) Underground utility locations shown hereon are based J & N Salema I Umfte ' FaM*IY I I dPartnershimp existing 19 contour upon surface features as located by survey and available 9.) Contractor shall protect all slopes, vegetation, paving, walks and improvements outside the areas to be limit of work line/erosion record data and are approximate. Actual locations should ECOTECENVIRONMENTALASSOCIATESs INC. control barrier be verified m6th the appropriate utility company and/or CIVIL ENGINEERING LAND SURVEYS affected by the construction of this project. municipal department prior to the start of construction. 18ODenslowRoad * P.0. 130x`188 East Longmeadow, MAo1028 existing spot elevation X86-21 GRAP,141C SCAIE: 10.) "As buitV plans,to be submitted to the Engineering 2 r a 10 so P� 413-525 - 6703 F. 413 -525 -3582 E. ecoteeinc@verizon,net division of the Department of Public Works. ScAX- 1- = 29 W FEET Revised: 8/20/07 DAM Janq�a, 2007 I Inch 20 ft- DEstam sy: DRAWN BYJ J.M. &J.T. CHECIMO BY% G.W. Revised: 8/06/07 Sheet 3 01F SURVEY is 0001L. IN 11 R�Clr NUM990. 06-104 00* ref Jean W. Tarr & � Laurie Ann Dehm, Tt u6le silt fence . 9772 R . 15 location ._ {See note #3 low) • see Metal future parl�ig -- '" on sheet 7 (if require} T3°2� Limit of 100 ft. -'Wetland Buffer ...�-----uy. . €� t° . . . _. . . . . , . _. t 49 S 89021'32-E\ . ,,. _ �. -- - . _ _ . _ � ante Sign a:. Y 1 w3' 46 Y..1000 1 'ram a r � Proposed fi"granite curb circles; .. ...a...-... .. ,.r a..,�' .+.x v..'e..:. ..r..w...«a {$ bra ,yy ] \4' AAR 9 » " ' A A .5t i } ' hay bate �� ;- (#Ypa) =5' silt fence / 39 \ L=7.8' Exit of .' "I V 1 WJA 10A 1$` i l " Sig location » 3: (typ-) b 0 } w». ail. . II t o� , pnrlti wheelchair rti fi Zonern rip �r► ',• ' l� fee devils on st,est sl Vr/ 4'' ', � ° Proposed Ptoposed Pylon " 0 a sign Lor atian saw 0 Birdie : • R=2. D/T'Menu. ,4 DONUTS i,v.A. :parking area �t only Leonardry C. lrle s'�e V s. Do Not I meGardner ' I, 4. ' Beard 3J- x 63 carder check p1, rr�� - Exit ' Pg. 11 1 s6' 41 0. sib L=15. 1 1 D Lane _ ,�" ..co rete* R=a W5 , . a ' y - 24 alAft Z `<� - :. '" Litz r 1r1 Escape Lane , s gag � � sin le white _ _fi'Wlane line 4AA " OLIT _ ta8. 1 R=1 a Proposed T igranite L=15,11 curia circles tit 0 Exit dumpstar d location -~ �. sign I N 8g"21'3211 W `- .� ` " " � with s' high C.L.F. enclosure with privacy slake � ----._... silt fence Limit of 20 fit., garage location Cuter RiPariarr Zaire .. . . �... N C1;.�I James C. & Norma R. Waiters k. 34 540.013' N 89021"32"W..._ Ate» .� ....._ , ., CIVIL , Notes: 1.) For title interest to this parcel see Hampden County Registry of Deeds book 14825 Me 11, 'Ite Lavirout 2.) Parcel is zoned Industrial A. rroo&osed ti Erosiorl Control Notes, 3.) Future parking spaces to be graveled in accordance 11 . prior,. with I ction and to to be 4 rninii�um of to DUNKIN IWWNVI 0 �... , . ; 1:} !#.silt tenc�eI`iay taales should Ice installed typical se p ar1t and seed. street line beginning construction and shall remain in place1 Main Street property line u.*sufficient vegetation has been established edge of Nagged wetland 2)Al erosion and sediment control measures shell - Waiver eggested , . repaired if necessary r ev . 1 edge of perennial stream ... . . . . . . � w,: , be inspected aria epai ed after every Per Town �af;A a Bonin law S H . the applicant for, 104 ft4 wetland buffer rain event. proposes the construction of 39 permanent (paved &striped) parking spaces, with 11 potential future'spaces ::shown in da h li + 1' "t 100 ft. inner riparian zone --•- ) 200 ft., Muter riparian zone Revised: 9/2 107' TEENVIRONMENTALci TE c. riverbank flag location Revised. } /051+ CIVIL ENGINEERING * LAND SURVEYS GRAPHIC SCALE wetland flag location W1 Revised.� , 18Q Denslow Road 0 'R.G.BO 18 � East Longmeadow, MA 01028 08/20/07 P. 413 »525• 6703 F. 413. 626-3582 E. cetecin e ° on.net _ limit of work line erosion ........ .:............. ........ Revised: 06/ 107 t SCALE. I � 2V DAM IN T control barrier devised. 06/06/07 (parkingarea Jan �� T DesiGN Sys G.W. Na J.T. &J.M. ua � CHEcKED BY: C.W. Revised: 05/16/07 (building size) ShelAHS4 of 11 SURVEY Iu RR i�ECT NuliltBlER. 06--104 HANCOR 24" DRAIN BASIN (OR EQUIV.) fig GME-77-0 6" IN-74.0 V 6" IN-75.5 FLARED END TOP BERM 12" OUT-74.0 w RIP-RAP 2 SUMP-72�0 Construction Notes: 2.9 Vk"'� 1.) Call Dig-Safe @ 1-888-344-7233 minimum of QN1$HEQ GRAD 72 hours prior to the start of construction. 3 130T. BASIN ELEV-74� 5,` 12 2.) Contractor is responsible for occupancy permits from of the Engineering division of the Department of Public Works. .24" 3.) Notify Department of Public Works field inspector a DETENTION BASIN '*OUTLET minimum of 48 hours prior to the start of construction. NO SCALE 4.) Approved plans to be on site at all times. (STC-900) 5.) Changes to this plan may occur as unforeseen conditions Stormceptor MH arise. All changes to be approved by the Agawam D.P.W. Rim: 80.25± field inspector. Note: if the the detention pond 12" ADS in: 76.25 co z 6.) Calcium chloride for dust control to be available at all times. oannot be properly ronstruotod 12" ADO vuL. 70.00 5now 5tockpile LO due to high groundwater elevation Remove existing trackin pad location 7.) All materials and methods to conform with Agawam the drainage system shall be redesigned) 12" Flared End overhead electric a-rela (min. 53 ft. in lem3th) Department of Public Works standards. to the satisfaction of the Town Engineer Invert: 75.8.5 1 service to shed Prop. Catch Basin to be, m5talled prior to 8.) Contractor shall ensure the maintenance of safety and traffic on the public and private ways affected by the Rim: 82.50 the 5tart of con5truction 0 construction of this project. 81.5 89021'32' E 10" Inv: 78.44 081.0 26. 71 4- U1, 9.) Contractor shall protect all slopes,vegetation, paving, ...................... 6" Invert: 74.00 - _.'�83 0 walks and improvements outside the areas to be �_q Mrnrn.= e W oew 7 W -7 affected by the construction of this projecL 2.76 85.7e 10.) "As buiW plans to be submitted to the Engineering Wi Division of the D.P.W.upon completion of this project. r -rap overflow ip Inv. El. 77.5 Rim: 85.95 Inv: 76. .5 X-96.21 Detention Basin Outlet 11 74' 9 .81�05 81.65 21 (see detail above) �.o *84,4 (with grate &trash rack 85.0 Ex. Catch Basin 4�infiltration bed Hancor 24" Drain Basin I CP 01 Rim: 86.01 Rim Grade: 77.0 overflow @ grade , N (El.84.9±) 12" Inv: 78.2± IT- 6" in: 74.0 . 11 \ 1 11 . 84-6 84.76 86.2a Cb 8" in: 75.5 LO 12" ADS out: 74.0 Sump: 72.0 Ex. DMH 77777=777777�/1� tie in roof lNew Utility to dral ge Existing 3W water Rim: 86.32 services 80.85 -dATV- service to be reused 0 L-UEF- Inv: 77.80 TEL if possible IqK 3/4--copper FA E1, 8515 X, 10 ...... ------i T (OiltrOidn 6id 86.10 10-%, ----1EI_,\Q310t!6 LO T 1 4W 2 (D 12" Invert: 72.9 Al 1.4 1/ .000000 (with rip-rap) % 0 4 Irk,E 0 W5 0 ipe;;�e 6n PVC CC W2 R2 (new san, conn -on-grad- 4"infiltration bed 0) General Notes: deanout overflow @ grade 6. NN 00 81.0 (El�86.45±) C1q 84.35 1.) For title interest to this parcel see Hampden County (0 79,0 Z 83. Ic -C I Z I Registry of Deeds book 14825 page 11. 85.0 'ga. an .0) CrJ - tj > W6 79.5 2.) Parcel is zoned Industrial A. W1 1101-07 (D a +_ 3.) Underground utility locations shown hereon are based ar k a 401 upon surface features as located by survey and available _q e record data and are approximate. Actual locations should Prop. Catch Basin Pro Catch Basin be verified with the appropriate utility company and/or Rim: 80.40 Rim: 81.55 00 municipal department prior to the start of construction. co 10" Inv in (NE'ly): 77.0 _CV 1 0 Inv: 78.28 10" Inv in (SE'ly): 77.00 oillwater/grease interceptor/ 12" Inv out (N'ly): 76.75 separator(1000 gal minimum) to be installed as per Agawam Town Code C.175-29 co aVIL Sanitary MH Oil. Rim: 85.77 street line Legend Inv: 75.24 property line Erosion Control Notes: bite Gradinif a utiolities 0 Mkh' Ank ALM&a Ask edge of flagged wetland 1.) All silt fence/hay bales should be installed prior to iiiiim 111111illills E ow edge of perennial stream DUNKIN 110111ilip"WiTe 100 ft. wetland buffer beginning construction and shall remain in place Utili!y Note: "I 8411h N 100 ft. inner riparian zone until sufficient vegetation has been established. 1.) Existing 34' copper water service to be reused if approved iF AL --N Main Street 200 ft. outer riparian zone 2.) All erosion and sediment control measures shall Bench Marks: by the Town of Agawam Department of Public Works Agawam, Mass. riverbank flag location R1 be inspected and repaired if necessary after evW Rim of sanitary sewer manhole located on the easterly side of for W1 rain event. Main Street near the southwesterly corner of the locus parcel. wetiand flag location Elevation -85.95 Revised: 09120/07 J & N Salema Family L111711lited Partnership existing 2contour Rim of drain manhole located on the westerly side of Main Street existing 1 Y contour --70- opposite the locus parcel. Elevation -86.32 Revised:. 09/05/07 ECOTEc ENVIRONMEmTAL Assocmns, INc. existing spot elevation X86.21 Revised: 08/20/07 CIVIL ENGINEERING LAND SURVEYS proposed spot elevation *84,6 GRAPHIC SCALIE Revised: 08106/07 18ODenstowRoad * P.O. BoxI88 East Longmeadow,MA01028 20 0 1P 20 40 so P. 413-526 - 6703 F. 413 -525-3582 E. ecotecincgverizon.not proposed contour I - I . - .. - I limit of work line/erosion In'll !!!I � III iil!!!!!n I Revised: 06/06/07 (parking area) SCALE: 1 2Y DA'm- Janua!y, 2007 ( Uq FEET ) Revised: 06/16/07 (building size) control barrier I inoh - 20 ft� DESIGN ftv G.W. DRAwn By: J.T. &J.M. CHECKED by: G.W. Revised: 01/25/07 (remove elec. svc. to shed) So'hee- t 5 of 0^ VA'MVEY"OK: PROJEW NUMBER: 06-104 d .6 21L d 'r .00 tion n redesign d to I Engtnee . Prune existincj tree5 a5 nc�CC_55ary S 8T21'32"E _7 Row 7" White e Trees 326_6777( ta`1tn:7�_ _tIn,,,3 white pine5) Ile L�WN J.K. ",G01. o. A LAWN PLANT SPECIMEN PLUMB rtl'ypmal(,'f 6) J K. �K.D.0 Y> CS A 117777777771,Z plantitiq bed 7- COO 6 11 — A' Xpr ////77/A�//77777777777A CO --EXISTING GRADE JK. 4 A 15 .14 LAWN 0. %be N57 'd ROLL BACK TOP 213 OF' BURLAP 4 N (IF APPLICABLE) L a) PREPARED r0PS01L 96 0 Prune-exi5ting tree5 *0 A- as necessary SHRUB PLANTING DETAIL 01 NO SCALE pole Spedficatiom CT5 _5 ccl an CU 7 8 Ion 13 malt ained aurincj construction-IN flEft -Cs mt pvm,&(I A..,Wkvh�ftv� 89021'3Z*W 9 6 3,t��Oth*AJ td*d*: 10aft (D RM tree, 4� Trees are Sugar Maples 91C cod*tul 4wtcatm Wdw bok unless otherwise identified garage ,0001 ir PRUNE AS MD DIRSCIED BY LANDSCAPE P618 and"Ouptifts Bn4wt drdeting WornwAant ARCHIIECr ;10 IMPROW APPEARANCL5&9TAIN NOWAL IREE.9YAPZ) Light pole location (pole height to be 16') 00 W co Photometric analysis based on 1000 MH lamps. TM TM ThRiT 21WW WOODEN SrAKE,% SrAINW TPA Exterior lamps along property lines to be shielded BROJW W7H 7W STRANOS OF WRE 7WSrM T rHER SMES$HOUW.8E PLACM A r i2o ora to prevent light spillage. 0GE97 WRE SWALL BE MEMO W. To ME ANOMM THROYCH SIA6Y(RU856?HOSE CMARS ----------- PLANTSPM40V PL41MB MZWK FLARE'aJN0J74N. PLANT IMW 1-2-AHOW DaSM0 ORAW J*LAM!SHAOM PINERAW MU"W 70 LIGHT POLE DETAILS To oum?mce Or SAXR? KEEP MU1,W 2"FROM MUNK NO SCALE EXISM0 GRADE CUT AND R&WOW 84IRLAP FROU 700 OF C. -8 6RADA&Z R. OW R007 ALL 1FRONSIODE COMMEMY SLOPE SIDES OF HOLE OF B4007-LL A$PD?9;'CCV7CANW P NRa flmjS WPM W ROOMAU Do sor ixcAvA rc saow Roo WAu- 5hrub Flanfin3 b5t CIVIL 5ymbol Common Name 5 ientific Name Size Quantity DECIDUOUS TREE PLANTING DETAIL Ghent Azalea Azalea qandaven5i5 1811-24" 2 NOT TO SC4LE Dwarf Blue 5pruce Picea punqen-5 hunnewelliana 1211- 151' 2 PJM Rhododendron Phododendron PJM 1511- 1511 1 Site Liqhting Criteria: Comract Inkberry llexqlabra compacta 1511- 1811 4 All plantings must be maintained and that portion of 1,) Fixtures shall be either 350w pulse start metal halide (full cutoff fixtures with segmented optics and l3rithant Chokdl:�,erry Aronia arbutifolia brithanti5-5ima 1 Y- 180 2 the public way abutting the parcel and including the vertical burn lamps), entire optical train is field rotatable in 900 incrementswithout the use of tools *x1*x7' WOODEN SWES treebelt shall be maintained in a safe and attractive OR 2' O.D. METAL POST or 400w metal halide aluminum housing with one piece tempered�glass lens -'(2)captive thumb fro!5trate. Juntrer JurijperU5 hortzontah,5 2 6jal. 10 screws that disengage the lens assembly from housing without the'use.of tools. Lens will be flat condition by the owner of the parcel. ALL PLANTING BED5 TO BE COVERED WITH A MINIMUM G" Of MULCH 3/16 clear tempered glass. k6d.V,206F 291 iri hcalght. LIN ro fflo 15MR26 P.616§ are to §4U&C washers, 0rIet4l template, hand hole The pole shall be fumished with (4) galvanized anchor bolts, nuts I. : _. , 't� , I ,in d base cover. Verify dimensions conform to all local code requiremien :and restrictions before plac 9 an Tree. Plantin Li.5t order. �01`, Abbrev. Common Name. ym 5cientific Name. 51ze Quantity "k Linght! 3.) The desired foot-candle levels on the ground should average b '3�5 nA e main" , rough lan�is"' �'j t,h�, th Landscalofting a I Bradford,no, werinq Pear ' Pyru_5 calleryana "Bradford" I V211-211 cal. 4 ri f.C. Flowe nj Cherry Prunus -c-errviata, kwanzan I V24t 211 cal. 2 8, iWIN. 4,)The levels should tail off to 1-2 fc at the property lines unless therq�Ar� neighwrig.�.Co ms when "'�T , , , I � ,,- , DUNKIN" D " house side shield will be used to keep the perimeters at-.5 or lew qw J.K. Japane 5e Keaki Tree, 2elkova 5errata "Green Vase" I VP_"-2" cal. IV 4 iaN Main Street t s throughou With::s-rnaximum,of.-54o at the ba 6.)The drive'-thru lanes should maintain 3-5 footcandle ck�, A L.L. Littleleaf Linden T)ha cordata oreem5pire I VY-2" cal. 2 erty line. 11 t-off with segM6ntd so id ftnt and mediur6: 01" awam, Mass, a Ag W 11 packs shall be 175w M.H. fu cu. d Ppflics' I 2' PROTECT rO OUMDE prop 'P.O� Pin Oak QuercU5 palu5tri5 1 V211-211 cal. 2, OF DRIPLINE throw light distribution. These should be mounted on the building _@,.,12.;�16!'-aboyel.,grad,eL.',,, for 8' MIN. F R.B. River Birch Betula niqra 2!1 3 2" 2" cal, PROTECT To OUTSIDE CONSTRUCTION FENCING OF DRIPLINE & N Salema Family Limited Partnership Kou5a Do�3wood Cornu.5 kou,5a G 2 PLAN ELEVATION ECOTEC ENVIRONMENTALASsocIATES, INC" CIVIL ENGINEERING LAND SURVEYS EXISTING TREE PROTECTION Revised: 09/05/07 (light pole locations) 180Dens1owRoad P,0. 13ox188 # East Longmeadow,MA01028 GRAPHIC� 525-6703 tizo 0 lo 20 4 10 P. 413 F. 413. 525-3582 E. ecotednc@ve nnet NO SCALE Revised: 06/06/07 (parking area) SCALrh 1 2V oll DATE. Jany M FEE, Revised: 06/05/07 (plant changes) �, 2 0 O�7 ...... -DEsIGH Byt GM. kw"13Y.- J.T. &J.M. CliEcKED By: G,W. Revised: 05/16/07 (building size) Sheet 6 ofa SURVEY 1300K.- PROJEcy NumsEn- 0&104 A ,Of 8' MAXIMUM 36" MINIMUM LENGTH FENCE POST; `:' ' STANDARD CATCH BASIN CENTER TO CENTER DRIVEN A MINIMUM OF IS* INTO PAVEMENT FRAME & GRATE (4 nMGE) SILT GIiDUHD 2 COURSES 4�� I / ( ,.. FENCE GE'O MINIM U GUHEIGHT ESS F OF CONCRETE COLLAR ` MIRAFI GEUTEXTILE (FOUR IN PLACE` _ 8' MINIMUM DEPTH IN ) BRICKS MAY BE USED FOI? �'✓ ' /� GROt1NU' \�/ FABRIC SURROUND GMDEAWUSTMENTS �� '/ �\ ,r MIN. 2 COURSES -• MAX. 12" l PROTECTED WORK AREA AREA .36" MINIMUM FENCE 1 ADS ` E-85P_ECTIVE VIEW POST LENGIN / FILTER /\ \ PERF. PIPE W./ CLOTH FENCE POST SEC77ON �J a HOD MlN1MUk1 20"ABOVE \// 0 12 min. a �� SOCK SURROUND PosTs TOP VIEW FLo--w---�- r I,ND -ourL>"r PIPE STAKED UNDISTURBED a GROUND �''�✓ �� TOP OF ! HAY BALES` lrcnaN a \ „ ss _ EkNBED GEOTFXTIt E CLASS F • -->_ SECTION A ,� .. 3 /4 Tn 1 1 /2 GROUND` _ . FENCE POsr 16'IN o / / � •._.- �. .,.-: A MINIMUM 'OF 8-VERT7Cr4ILY �� `y^a STAPLE MINIMUM OF lG' INTO min. / STEEL ��_ - ,�:' INTO THE GROUND` \� WASHED STONE REINFORCEMENT _ - / _- t STAPLE 1FlE GROUND JOINING TWq ADJACENT SILT �CI�OSS CTION -.. FENCE SEQIIQN , LE H I' TRENCH `PROVIDE V OPEI1fINC3; N =l <;CALE SILT FIENC INSTALLATION DETAIL MORTAR AL - PLACE' 6" OF FABRIC ALONG TRENCH AWAY' NO SCALE JOINTS FROM HAY BALES BACKFILL AND `TAMP. a: 48" MIN, 4 .SUMP' 5" MIN. EROSION CONTROLBARRIER ME MM RIP' RAP MATERIAL SHALL CONFORM TO Ip- _ NO SCALE MASS. D.P.W. SPECIFICATIONS M2.02.0 SPECIAL SPECIFlC` 4-O ATIONS RIP 'RAP MATERIAL-SHALL BE MINIMUM 25 Ibs (25%)' AND A ay ® °..: a i•.�• i a•+• • -'p L• •'w w ♦i FINISH GRADE. PIPE a MAXIMUM OF 125 lbs. TO 150 Ibs. (75%) ANGULAR STONE. FLOW, OUTLET _ ♦ ::. ._:.i •.f� :..' L. J. ...•.: .. -�L..:_ .'fir'.. .L• y. -'-+. SL. '+•y. -. - - :: BITUMINOUS CONCRETE • -a ' - d 1Q O 6" (TYP.) H :.-:. • _ _ _ _ _ _ 2 COMPACTED B TUMiNt�US BIT BASE COURSE OMINOUS CONCRE TE —. 4 PR'( CESSED GRAVEL NOMINAL ELA T I l�AVING 6" LOAM & SEED DEPTH 6 COMPACTED` WITH A NO SCALE ..�: .r w, ~ 10 O I2 A �_ o TON �oLLIr r _ -FLOW APPRRX MATE / , r i I REV VARIES .` . . REVEAL .. _. z�, ..<� .�... ESN BOTf�I " / MEET EXISTING '.�.- �...�. _.. . .. ; 12 BANK RUN GRAVEL ,,.. . ,... _s. ,. , - �._ .� . - .:- _ ._:-�-. CONFORM TO ... ". .." M D.P.W. STANDARD:: \A EXISTING GROUND TYPE B) a 12" MINIMUM` coMpACTI-p a VERTICAL GRANITE cuRe < o „ „ „ COMPACTED GRAVEL BASE' 18 MINIMUM SE_ CT10N GRAVEL BASE - o . (5 x18 w/ 6 REVEAL) I2lP RAP V O i PAVEMENT SECTION , �" .- ` , a. _. . A . . a . � ' 6" MIN... : a \. ., CEME NT CONCRETE /\,, MIRAFI FABRIC ON `TOP:... -RAP:.RAP SHALL MEET M.H.D. CRITERIA 2500 PSI n o d d � OF M2.02.0 E AISLES PARKING AREA & _ \ \ _ , _, GRAVEL BASE 2 STONE t�R PIPE ENDS", _• ::. `.,-. ` \/ \.''� f��/�`��:� NO SCALE . /� / ,/ . r , ,, _ \ �.� , . � UNDISTURBED s , N r / � CAL E ,r S TIO� RIP EL PIPE OUTLET ET 44• � __ .- _ ...:• ,� > / 4 MATERIAL � DETAIL roP COURSE .� s o \ `\ \\�\ NO SCALE NO SCALE _75- SASE COURSE /\\ GRANITE U 8"PREMOLDLD JOINT s,�LANr dE RElAIUER NO SCALE POLYERMXNE FILLER; FINISH GRADE " 4 (FOR WALKS) I A 6" (FOR DRIVE-THRU} 4000 P.S1 PORTL4ND CEMENT CONCRETE' W/ v LAYER OF 6 x6" #8 10 a• a'- •�_ .; WWM MATS �'�2" TM 13' :. BITUMINOUS _ N E" "` T .: =_ t: . _ . x, ._ . _ .. : COMPACTED GRAVEL BASE NO SCALE- s E BERM _ .. z (95% MIN. DENSITY) � DUNKIN* i SEE OErAl1 _ t t - - •-- • -=-_ . _ _ .-. _• -. _ FOR:FACE Df57GNS SQUARE TEJ� STEE! NOTE: CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FOLE TOTAL LENGTH - 50` io ®1 7L way a, FINISH PERPENDICULAR TO DIRECTION OF WALK coNsOtx~nar WITH 3 TROWELLED EDGES' SrIE JDE vl�v FRONT VIEW` Dun y J ALUM. 19W1 EE 9 r� °`I ) SHROUD ARFA OF SIGN• Z98 SO Fr REINFORCED CONCRETE SECTION E�FfCING: 1 x F3Q T42 C4Y p l FILTER FABRIC � � COLOR NOTES: N� SCALE 6" CRUSHED STONE COMPACTED N Cana and Posen : Royal Plum. match PINS f232U-Satin Paint finlah +�ENTER]' KWMR' (Sherwin wiN3o #SWM3 FaWk ma Grol,e O racomm ded RQ : FOR ADDITIONAL PYLONSIGN INFORMATION �r�'� NOTE STANDARDS, REFER TO D SEE DUNKIN' BRANDS WESSITE,NOTE EjExff ExIT "-t 1.) MAINTAIN ANTI-TRACKING-APRON IN GOOD CONDITION www.odrus.com/eKtranet www.odrus.com/extranet, FOR COMPLETE`. S'RFJNF2?W0 COWAF7F WALK 11'IIH ONF G4M? THROUGHOUT CONSTRUCTION PERIOD, INFORMaON AND DETAILS OF 6 x 8 f10 WWai MAnS ON A MINIMUM OF 8' �t� SIGN 'FACES COMPACrEV rW a &B"M RNW ACl�s o Q 2•) ADJACENT ROADWAY SWAL BE SWEPT DAILY TO REMOVE sa 0f ANY MATERIAL THAT MAY BE TRACKED ONTO PAVEMENT. P COA6B?UCIION 1ORM 0 5=0"0/C M M40 W� 3. WIDTH OF APRON SHALL NOT BE LESS TWIN WIDTH OF SQUARE TUBE °� +o✓ S4WCIIT CONTROL JOINT q EXISTING EDGE' } INGRESS OR EGRESS. STEEL POLE 114 SLAB OB07H (1-1149 �� OF PAVEMNT PAINTED Skun Details 4.) WHERE SOILS ARE CLAYS OR SILTS, THE MINIMUM LENGTH 1/2'EXPAAp7O�1 XhVT 33 Civil. I _ ELffi OF A04MCKING- APRON FOR THE la(14z'RV ON ........... Scale. 1 .- q . �Tu�n fl LOCATION PLAN' f8T,,.. - 1'cl'IAMFER (yrpiC,acJ> _ � ENTRANCE SHAM BE EXTENDED TO 1O0 IN LENGTH.; 8/TUMfNOUS CONCRETE 77" PAVING (IM COURSES) 1/8-1 ANTI TRACKING APRON -FRONT _vlEw sloE vlEw �'? VA 4 • - O C NO SCALE: .. s t Y•:•f y-+ r - COLOR NOTES: OWN •._ -.,--rti._ ,r .,_-:. _ � - •• .; ,. THICKEN EDGE Cons and Poles: ' .....�- - :.. - m match PINS 222U—Satin In . Royal Plum, � point finish (Sherwin Williams SW6293 Fabulous Grope Specitications Details 3l0'MIN. +.•. -• -a_ - .-. - - - TLCOrPIPIlGflt�4'dAm "T"Ag" DUNK'N" 0" A"'O"a ..• _. x :-: > 12'—p ' (fypa) NOTE: am �- ': '_:• SEE DUNKIN' BRANDS WEBSITE, `www.adrus.com/extra net, FOR 09NnNUOUs 3 RE-OAR COMPLETE INFORMATION AND DETAILS - . . •-` Top do agnp FINISH 2 COMPACTED NISH GRADE ----3 Sloe t.�.•._ .. - (slope a drain) STONE DUST f " :-. ♦ ." f•s_':: ..,y �. ,. Pulon Sign 1 Details for ... ` 1`/..• a -♦Lc�CZ i•S Qi 'Y<}.�•.Cl. >ti 4 '4�c`V�4... , .�/��/ .•n� ,;a �- . " ' ° �L.°,�l.s \{\ COMPACTED WITH Al ! g V/ //f Rip p -'° °'' °'b y'p ° a A ////� a SCC1�e. a' d Q a o- :. \`\ 1 0 TON ROLLER i i _ S` I ma i1 Ligniteship VIRGIN SOIL pR COMPACTED FILL BELOW' �:'�`` �'� �% �� , 12" BANK RUN GRAVEL ECOTE oN�ENTAL S " IAA INTEGRAL CURB/SIDEWALK DETAIL ' ��✓``/�i�i�i MA D.P.W. e b STANDARD ESQ � ,�� /.,�,,.� {YP CIVIL ENGINEERING • LAN®SURVEYS NO SCALE 180 Denslow Road . P-0. BOX 188 + East Longmeadow,MA 01028 P. 413. 525.6703 F. 413 . 525 3582 E. ecotecinc@vedzon.net Gravel Access Road Section ScALE: as noted DATE: January,i2007 NO SCALE DESIGN BY: G.W. DRAwN Bic: -J.T. &.J.M: CNIEC cE®BY: G.W. Revised; 8/06/07 SURVEY BOOK PROJECT NUMB ER- 06- O4 I)UTI"ET �- • n I T I / E 4, Gr,r Errn STORMCEPTOR c r I FRAME AND : e BITUMINOUS COVER CONCRETE STORMCEPTOR FRAME TOP OF GRADE' [ NF AND COVER !� � LAVING „ 32 � .... . 6 LOAM & SEED RARE ADJUSTERS a G SI•ERS T{? , SUIT FINISHED GRADE �# 0 rA CE ZS' I tr 03' L i94 _. CoL rs , D _ _ -. - •. • .,. -. --_..• -,_-. -. - -•- REVEAL VARIES 0l MEET ExrsTlNc PORT tr � � _ A 072 ---_ " _ 72 PORT ., . _, . _. . .. • =_ _ .. . . °• GRAVEL SUBBASE • _. __-... . li3'�88I _ . GRANITE CURB: VARIES - WpR; . . - •.• a STORMCEPTOR vwaa�saa� ..-_ -_ ._•. _ , .• ._ _^-- -. ,_.- ._ • .• INSERT I r INLET ;f3UTEl:T ,� i • .<... . -..- • . -.--_- . • _._ •. ._ . ..,. _ CEMENT s � ORIFICE . ._ . .. CONCRETE.. ORIFICE PLATE s s 771' sell min. PLAN: VIEW bE IN RT C p INLET TEE 24 OUTLET --� A IlnivfticA['PEi#ACf; IJETE Q g DROP PIPE RISER pkAE I1 NO SCALE u ....., - a 4.. .-... QQNQ1-f�I7Q1. 'SEE�eu3t i0r9j1I$l0IdE3�Cl. S1I gw sine pW*ffW bo used W moli:;aue whin termit"area R7-8b +&VtAGf Ors TO 61. A_. i D G 1) I E f G j Et 3 iS I L ... OVER A 4II - --I 145 125 9 10 11 t315 I c8r A, I S c D _., T SECTION THRU CHAMBER ' 1s a e c D € : F c T H , i K 35' , 7.5 5D 2.5 $ 17b , 15 r2 12375 225 U13 12 136 t i3 D 1 I 1871 agg I .. . .._. 24 .b 2 20 15, 18 9. Sib A28 2�i 21) 1 1$0 2483 5-784 ? 1- IQTES;' PAICI H !!&A WrATON QtAECDOM APPMAIM 1<.) THE USE OFFLEXIBLE CONNECTIONS IS RECOMMENDED 12' caLrxI SMIJOL wHrm I;H�3 : L -r,M Orel�x LOLM Ir�esn -w> C(RAIrS SYArlCd01. _REQ IRI=EHFiREFLECr1YE1 BA(�4(�1M�0 tilJ,lE QrEfROHI�i.rd.'Ei11�7 lcslrQuro rrtslrtiq enosct -sup [ rrtaHll AT THE INLET AND OUTLET WHERE APPLICABLE. rssAtxrl;alHn-werttrE;(RM0tff.L , 2.) THE COVER< SHOULD BE POSITIONED OVER THE 24"0 LMMCM OUTLET RISER PIPE AND THE 6"0 OIL PORT. B" 173 1.93 3..) THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE of THE FouowlNc U.S. PATENTS. #4935148r EN�ARSEQ IN.,�� TEE QRQE PIPE #5498331, #5725760, #5753115, #5849181. Note. Accessible parking signs are to be photoreflective with white lettering against a blue background with the verbiage specified in MGL Ch. 40§22A: "Handicapped ^► Parking: Special Plate Required Unauthorized Vehicles May Be Removed at Owners T 9 PRECAST CONCRETE STORIVItChEPTOR Expense". Placement of the signs are to conform with 521 CMR 23.00. (900 US GALLON CAPACITY) SIGN DETAILS -- TSTANDARDS NO SCALE: NO SCALE �r+ ! Ids �+ / CHAMBER COMPACTED, WELL GRADED GRANULAR BACKFQ.L (PER INFILTRATOR QUICK4 HIGH CAPACITY i CH BER SYSTEMS' RE6UIREMENTS) WHICH CONTAIN AN EVEN DISTRIBUTION OF 53" PARTICLE SIZES WITH NO MORE THAN 10R'PINES (PARTICLES PASSING THE #200 SIEVE) RINGING FROM SILT THROUGH SAND TO GRAVEL 2 g 48° (EFFECTIVE LENGTH) FINISHED GRADE 4 OZ.,FILTER FABRIC (SLOPE VARIES)` WN �\ i ULI FM At 16" A> ._- . ,. ,r.. :ate / _r_.. �..: ._.-•.�-.-sw .s - .-..•. �._K,...a ;•F:. - � MIN. MAX.° a „ :- .�.•��-_ ,_._..:_ _• .:_"s"1.rs_.�c'y�_"xs �":' ��'.s.'.'dcs:.c.- �,: w �r SIDE VIEW WASHED, CRUSHED STONE SECTION "- SECTION VIEW iC1ISrD (W TOP VIEVII EL 83.0 l= 8 COMPACT BASE TO A MIN. OF Of RII THE MODIFIED'PROCTOR DENSITY r `%\ � .\` \\ \ \�� \/.\\\i\\' \� 3" U) 1' 12' } CULTEC QUICK-4 4Y7 MULTIPORT END CAP INRLTRATOR CHAMBER (TYP) ' INSPECTION 1 C? INOW7"3 PORT z z o A' o 00 „r, TYPICAL CROSS SECTION ROOF DRAINAGE � �C 'I�" 1 . ADM C7 CULTEC DICK- INFILTRATOR CHAMBER SYSTEM u WN Imo.'. ->I�- tr Q �PM Mir IQ WE NOT TO SCALE ut+wo;,LUN a !m 1i M am"or DOMMA1112 19" INFILTRATOR SYSTEMS,INC. 16" 68IJISNESS PARK ROAD P.O.BOX 788 INFILTRATOR OLD SAYBROOK,CT06475 QUICK4 HIGH CAPACITY PH.(6W)2214436 CHAMBER DETAIL FX.1860)577-7100 r W W W.INFICTRATORSYSTEMS.COM Scale NOT Td SCALE Checked DFH" Date 010A2005 ACAD No. Drawn By: BCP Sheet 1 Of I SpeclTications t il DUNNOW DC)ANANTS #1804 Main Street Agawam, Mass, 0 OF for: No.35wf J ale Family Limited partnership CIVIL { ' ry` ECOTEc ENVIRONMENTAL AsSOc1ATES INC. H CIVIL ENGINEERING LAND SURVEYS \a 180 Denslow RoaId * P.O. Box 188 • East Longmeadow, MA 01028 Revised: 9/20/07 P. 413. 526 .6703 F. 413 . 525 . 3582 E. ,ecoteclnc@verizon rlet Revised: 9/05`07 SCALE: as noted DATE: Janua , 2007 Revised: 8/20/07 DESIGN BY: G.W. DRAWN BY: J.T. &J.M. CMECECIED BY: G.W. Revised: 8/06/07 Sheettal Suaidlt y sooK PROJECT NUMBER: 06-104 - .. a.: ::� r,. ru. +rw:. a.i.en xw+r. wrr +.r,. ....n ....r.. ....r ®. r ruwi ®r.. rae ...a.. ti.'.-.- ;+'w.: ..ru —� ram. :��,. .m®. �. w u�. r.+�a: .®.x. ..i...., �.. i®.: ..�.. s..+ .��: �. .�. .+:o� ,.._:. .....+. s. �� .ten—. +.w� w.r :aM.. srr w®.. or i�i .w m+wzn. w�uw. �.... — �� .w.. ter.. �. — rwr. -.. vim .ww re. n�. ... . upola* Brosco "Hyde;Park" # 26 Paint P-Z S- " Paris'White 1 x 4 trim over 1 x 12 rake wrap In whits aluminum Webb louver# HP H -B ---y Siding: 1 x 8 trim) wrap In white aluminum z � - 4.J a CertalnTeed "Monogram RI idform 4t internaiHy Illuminated Pylpn Sign W.. See site plan.for location dolor desert Tan , r-- double S exposure Confirm fatal height with sign ordinance p_ CT C3 9 , Internal) Illuminated sin C"\J 4 x B nominal dimension 40 SF Series IT4S1 storefront s stem b UnE ed States Aluminum, ",, ►wpm color white . white mullions between glass as shown ,. ? Roo Pitch Trim with 4 at and sill '�x Sforhe head, white i s C. Wall Sconce ' VOW Top of wall uoo r 1 Window bead B' room CL Lj *4 Cz u �w Drive thru Window: Ready-Access , ad cress Bum out 10 4 x 4 post with 1 wood trim, - e- LLJ — color white ur ` F Internally illuminated Directional sign wrap lay white aluminum_ see site plan for locations 1 x S corner boards, wrap in white alumina !, 1 Olt FT7Diameter concrete filled bollard nd il� Paint P-2 First Floor Level. . D11 ;e e i I I Il ftt rr r.�ww ww.wr�w.wx wwr....r.rr--...cr....�-.r.•.......+...+.e.-.ram ram..r+a�.+r..:e:mar�..... n.. Northvi 1 /4 = a N LU CL Continuous Riche Vent 40-1 Internally illuminated sign i 4 x•B nominal dimension 40 SF WEBB Louver* HP RTL 2-6 Roof Pitch Available thru Brosco Typical Downspout Series IT451 storefront system by united States Aluminum, color white 0 Wall Sconce white mullions between. lass as shown `�. � J Trim with s x 4 at jambs and sill. S/4 x 6 for head wrap in white aluminum ML .", k : V- Ln 1C+aim" - :fir/+ LL (1) 1x comer boards wrap �n w twte s um�nu SDiameter r ncre to fille d bollard ° t Pai nt nt P 0 CL CL .. _ M ; I l I I ( 4 x 4 post with 1 x wood trim, I �' wrap In write aluminum l l /4 I i 4 - Cupola: Brosco "Hyde Park" 2969 Paint P-25 S=W Paris White e Siding: CertalnTeed "Monogram Rigiciform 1 BC"' 1 x 4 trim over 1 x 12 rake Color Desert Tan wrap in white aluminum double 5" exposure 1 1 x 8 trim wrap in white aluminum 12 Roof Pitch N X U 0 CL 00 r WON Wall Sconce �i x 4 post with-1 x wood trial, „ ". ®rive thru,Wandow. head Access "Bump-out 1 } wrap to white aluminum � Y '�"j ,r"W" LU color white 1 x B corner wards, wrap in white aluminum " Diameter concrete filled bollard Paint 22 F-4 I I l l White Vinyl fence, ' high — . _.. _ _ _._. - i � lm 1, Elevation r. - 4' ' Cupola: Brosco "Hyde Park" 2969 W Paint P-2 W Paris White > Parapet wall 3' high with � 1 x 4 trim over 1 x 12 rake 1 1/2f' pipe rail at 611 wrap in white aluminum 1 x 8 trim; wrap in white aluminum Fall Sconce 41 : t ' 1 x B corner boards, wrap In white umrn_ a# u rr_ 0 Own" .4roft CO Siding. IC _ Ce � It r ` 180 ,�.�.. rxa nT ed "Monogram i Idfo m Gold Desert Tan;.: B, CZ double S exposure osura y i White vinyl fern *a, hi _ _ _B . E _" . Ready- Access w: bead ,access "Bump-out out 1 ? . Diameter concrete filled bollard � e thru Window. p` o and 0 Paint P- 2 color white CL . _ . .. .. _ _ — — _ �`�� .;... .. ..�: ..�.. W... _ — _. _ :� — .... ._.. ._ 1 1 1 East Elevation It 1 ' - 011