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HomeMy WebLinkAbout13-23P Amoun Pita Distribution Road Serv TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM ..A�... 07. Application Number: / ,3—23 L r Official Receipt Date: /3 JUN Munis Application #: 7 �Ol!'i'N YViND50R PIAFpNNG DEfxf` APPLICANT:/-A0ym PITA tD1&1i2.i BuTiO�J A MY (LbA-D SG-kv(CF PROJECT NAME: -6 14MOUM SIT PLAM MODIFICA71DO ADDRESS: .*361 PIeasan+ VaI( N Ed to.2, PIC' Va//em n 5, WiVid-w C7. ()00`7`l� OWNER OF RECORD ON LAND RECORDS: A m0 W 3(p I L,L,C ADDRESS: ?4( PI PasGn4 Va/6 Q, S . T14 W I Nt6 0 9 -T OPa 07¢ COMPLETE LOCATION OF PROPERTY: 357, 3(O I� 303 P I&San4 Va/ , GIS PIN # (Z?Q 0357 ZONE NAME, ADDRESS, TEL &FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: G aren .�s6-rwood ,P 9. :E4erwoyd CIV d ( 64lheen`na , 5� Ord WAJ Dr , S•W)ndsvr� CT ���)&10-40(0� Estimated presentation time: 25 m;r1 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required, Certificate of Mailing) ❑ Open Space Subdivision/Resubdivision (Public Hearing Required; certificate of mailing) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required)❑ Minor ❑ Major ❑ Conditional Subdivision Approval ❑ Special Exception to Table (Public Hearing, Certificate of Mailing) (� Site Plan of Development (Modifi ca-kvv1) ❑ General Plan of Development Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16- Public Hearing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit for(Public Hearing Required) ❑ In Late apartment/Accessory Apartment (Public Hearing Required) ❑ Major Home Occupation for (Public Hearing Required) ❑ Other (explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. Signature of Applic t Signature of Owner .A"A�13 � operty t TOWN OF SOUTH WINDSOR HEO(UST REQUIRED INFORMATION SITE PLAN APPLICANT. A M®ON PITH &DiSTR_4 S0T(0tJ ftV&) PAD VIOG PROJECT NAME_. 0 ON SITE: PLA10 PId i FICA SON This checklist m=be signed by plan prela (P.E. l~.S.)declaring that all recored information Is provided. Items I-7 are requited for.iLll applications; items 8-2I required where appropriate. Check mark for each.item sWplled. 1. On each sheet for plans or naps,title block with the following information: a. Name, address and telephone of applicant. b. Name, address and telephone:number of Land Surveyor or Professional Engineer. c. Name of Development. " d. Date when drawings were made. . Key lap An overall map drawn to a scale of I inch equals either I00 feet or 200 feet. This map ►Will shove the overall design of the Development and surrounding property within 500 feet. t �•��f a. Data:block which gives needed Wiring information such as percen tage. tage of lot coverage,acreage of tract,number of apartment units, parking requirements,etc. b. Outline of buildings. c. Layout of streets. d. Surrounding property boundaries-within 500 feet �s e. harries of abutting property owners. f. Proposed open spate and recreation areas. g. [ 6.e ay cuts on abutting properties.and any properties across from proposed site. h. Distance to and name of nearest intersection street. 3. Architectural Elevations®See attached checklist for Architecture and Design Review. V 4. Plot Plan: A layout Map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1)24"x 3F with a 3/4" ruled margin; (2) IS'x 24" WO a 1/2*t ruled margin,containing the following data: a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angfe points and sWwn on map. b. Proposed streets and.street lines with center line station,, curve data, and parking spaces. c. Building fines in accordance with zoning regulations. — ----- d. Proposed buildings and other structures, including signs, outside fighting, and dumpsters(on concrete pad and screened). e. Easements, noting grantors, grantees,and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed I VoVPg Easement E Names of abutting property owners. 9. MOnOrnents will be indicated at corners and angles of all streets and at all points of curvature and tangency. The mono mented points within proposed site shall be coordinated These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. h. All open space or other common or public land uses shall be indicated. V L A-2 certificadon; P.E./L-5. Seat- 5. Topographic Map.- A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: a. All existing and proposed buildings. V/ b. Curb Lines and pavement width, sidewalks. c. Existing and proposed sanitary sewers. d. Existing and proposed water and-all existing utilities. 2 V/ e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. V/ f. Existing anti proposed contours shall be shown In not less than two-foot intervals, but in cases of relatively level land,the contours shall be one- foot intervals and spot elevations. g Regulated wetlands and 100-year floodplain or note that none are present, h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengUis and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches,within Town ROW.) If plan/proffle sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. L Connections of all springs into proposed storm drainage system as needed. j. Location and indications of existing brook channels, and 100-year flood limits. V/ k� . -2&T-2 Certification; RE&L.S.S. Seals. A 6. Landscaping plan 7. Drainage calculations. - Zero Runoff Increase per attached guidelines. 8. Traffic Report 9. Site Lighting Plan 10. Plans and Profiles: A plan and profile of the proposed streets drawn on ptan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Layout of streets in sections coordinated by stations wit the profile. b. Street plan showing roadways,drainage, sanitary sewer (including house sewer),foundation drains,lot lines,buildings including all utilities with elevations(top frame and inverts),size,type,length,slopes of pipes. c. Sight line at driveway&street intersections. 3 1540 Sullivan Ave. South Windsor, CT 06074 TOWN OF SOUTH WINDSOR Phone: (860)644-2511 ext. 248 HEALTH DEPARTMENT Fax: (860)644-7280 NE3VKR4NMN TO: Michele Lipe, Town Planner FROM: Sherry McGann, Environmental Health Officer DATE: August 14, 2013 RE: Appl 13-23P Amoun Pita Distribution Road Service, 363 Pleasant Valley Road In regards to the application for the re-use of the 5,000 square foot building for a truck repair business the following conditions apply: Plan shows a connection to public sewer as part of phase 2 of the project. The condition of the existing septic system is unknown. Based upon the age, design, and location of the existing septic system (beneath the parking area), if the building is not going to be connected to the public sewer system prior to occupancy, the existing septic system must be evaluated by a Connecticut Licensed Septic Installer to ensure that it is functioning properly and is in good working condition. The evaluation report is to be submitted to the health department for review once completed. If the report is found to be satisfactory, the health department approval will be contingent upon the phase 2 connection to the public sewer system at a future date. If the existing septic system fails prior to the planned connection, the building will be required to connect to the public sewer system. } ... �..,e .s..,,_...Ar.#. ,. .Sd S> J..:. ..6.x.....�. :t8�a, S 58 Ordway Dr. South Windsor, CT 06074 (860)640-4064 www.iandscivii.com June ll, 2013 Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 Attn:Ms.Michele Lipe,Town Planner RE:PZC Amoun Site Plan Modification Application;357,361,363 Pleasant Valley Road My client,Mohsen Youssef, is applying for a Site Plan Permit for an additional expansion of their existing commercial bakery located at 361 Pleasant Valley Road.In addition,a DMV permit is requested to reflect new ownership of Garlands.As required,we have submitted the following material for review: 1 copy of the completed application Y N3,i606e, Oglcf. 2 copies of the site plan checklist 3 sets of plans(for initial review,a total of 6 sets will be provided for commission review) ICE check for application fee($110.00) In summary,the 1.57 ac. Parcel is in the Industrial Zone.The site contains(3)separate buildings.A residential house(#357),and(2)5,000 sf industrial buildings(Garland truck repair&Amoun Pita). Recently approved plans depicted a proposed loading dock which is no longer warranted.Additional pavement/gravel to provide the required parking and storage that was originally approved does remain on the plans.Also,as originally approved,the plans depict connection of building#361 to the public sewer located within Pleasant Valley Road. This new application is to accommodate a larger gravel lot area for buildings#361 and#363.The owner/applicant has been issued a cease and desist to prevent continued construction of this area that has not been permitted. Concrete dumpster pads are proposed for both buildings(361/363).The largest shift for Amoun Pita employees is 19.Parking calculations reflect a need of 11 spaces and 11 are proposed.Anticipated hours of operation would be Monday-Saturday,7:00 am-7:00 pm. Garlands truck repair will be replaced by Amoun Road Service.The site plan includes parking calculations for the existing building and reflect the location of 7 spaces required by the town's Zoning Regulations.There are 3 employees(2 office and 1 mechanic)for the business with another mechanic currently being sought.The business has a total of 3 trucks that are used to provide services off-site.Therefore,the 7 spaces depicted on the site plan will accommodate all vehicles required for their use.The hours of operation are Monday-Saturday, 8:00 am-5:00 pm with the mechanic providing on-call off-site services from 5:OOpm-8:OOam week nights.The facility will be closed Saturday and Sunday.Plans also reflect a future connection of a pump sewer system which will need to be permitted by WPCA. Please review the attached information and let me know if you require any additional information.Thank you. Respectfully submitted, Karen Isherwood,P.E.,LEED A.P. 58 Ordway Dr. _ South Windsor, CT 06074 `�r (860)6404064 www.iandscivil.com SEA' -11 Z013 September 11,2013 SaiAh Windsor HAW wErwros AGENCY Town of South Windsor CONSERVATION cssaN 1540 Sullivan Avenue South Windsor,CT 06074 Attn:Ms.Michele Lipe,Town Planner RE: IWA/CC Site Plan Modification Application;357,361,363 Pleasant Valley Road;Amoun Pita& Distribution My client,Mohsen Youssef, is applying for a Site Plan Modification Permit for an additional expansion of their existing commercial bakery located at 361 Pleasant Valley Road.In order to successfully address engineering comments,the plan revisions are such that we need to go before the IWA/CC again to modify our recent approval.As required,we have submitted the following material for review: 15 copy of the completed application(IWA/CC) 4 sets of plans(for initial review, a total of 6 sets will be provided for commission review) check for application fee($110.00) In addition,another 3 sets of plans are included for PZC review as we are anticipating a public hearing on September 24`" In summary,the 1.57 ac.Parcel is in the Industrial Zone.The site contains(3)separate buildings.A residential house(#357),and(2)5,000 sf industrial buildings(Former Garland truck repair&Amoun Pita). Additional gravel areas are proposed to provide additional storage and maneuverability for the site.Also, as originally approved,the plans depict connection of building#361 to the public sewer located within Pleasant Valley Road. This new application is to accommodate a larger gravel lot area for buildings#361 and#363.The owner/applicant has been issued a cease and desist to prevent continued construction of this area that has not been permitted. Concrete dumpster pads are proposed for both buildings(361/363).The largest shift for Amoun Pita(#361)employees is 19.Parking calculations reflect a need of 11 spaces and 11 are proposed. Plans reflect storage of(3)existing trailers,(3)delivery trucks, (1)tow-behind trailer on site.Anticipated hours of operation would be Monday-Saturday,7:00 am-7:00 pm. Garlands truck repair will be replaced by Amoun Road Service in building#363.The site plan includes parking calculations for the existing building and reflect the location of 8 spaces required by the towels Zoning Regulations.There are 7 employees(2 office and 5 for the shop).The business has a total of 3 trucks that are used to provide services off-site.In addition,another light duty truck(available for employee use),a flat-bed truck and a dump truck are expected to remain on site.The 8 spaces depicted on the site plan will accommodate parking for the employees.Parking for the 7 business vehicles is depicted where it is expected to M. mawn occur,within the lease area,however,the additional gravel areas south of the building will allow for parking of these vehicles on site should the lease be terminated.Plans also reflect the queuing of tractor trailers within the lease area for vehicles awaiting service.The lease area allocates more area for the applicants to maneuver and operate their businesses.Plans have been revised to have all of the lease area gravel to drain onto the subject property for treatment in the water quality structure on site.We intend to provide a"right to drain"for the limited lease area to drain onto our site as part of this application.The hours of operation for Amoun Road Service are Monday-Saturday, 8:00 am-5:00 pm with the mechanics providing on-call off-site services from 5:00pm-8:00am week nights. The facility will be closed Saturday and Sunday.Plans also reflect a future connection of a pump sewer system which will need to be permitted by WPCA. Please review the attached information and let me know if you require any additional information.Thank you. Respect ly submitted, Kare Isherwood,P.E.,LEED A.P. (Page 1 of 2) � I 2325PfEi) 289 �01384 Record and Return to: STATUTORY WARRANTY DEED RHETTS,LLC , a Connecticut limited liability company with an office at 357 Pleasant Valley Road, in the Town of South Windsor, County of Hartford and State of Connecticut (hereinafter referred to as "Grantor") for the consideration of Five Hundred Seventy Five Thousand and 00/100 ($575,000.00) Dollars paid, grant to AMOUN 361, LLC , a Connecticut limited liability company with an office at 361 Pleasant Valley Road in the Town of South Windsor, County of Hartford and State of Connecticut (hereinafter referred to as"Grantee")with WARRANTY COVENANTS the following described property commonly known as 357-361-363 Pleasant Valley Road,South Windsor,Connecticut and being more particularly described as follows: SEE SCHEDULE A ATTACHED HERETO Said premises are subject to building,building line and zoning restrictions,to any and all provisions of any ordinances, municipal regulation or public or private law; any easements, declarations, bylaws and encumbrances as of record appear and to taxes due the Town of South Windsor on the Grand List of October 1,2012,which taxes the Grantees herein assume and agree to pay as part consideration for this deed. I�Ilgl Ip�lpl�I p��Ilp�p�pl�ryll��Nl�ll�l Signed this 12th da of March 2013. Doe ID: 002206680002 Type: LAN )' Book 2325 Page 289 - 290 RHETS,LLC File# 1384 Wit�g� f� > B y :-7 4,4a F�2� �a� Garland Pelletier Its Member STATE OF CONNECTICUT } } ss: March 12,2013 COUNTY OF HARTFORD } Personally appeared Garland Pelletier duly authorized sole member of RHETTS,LLC signer and sealer of the foregoing Instrument, and acknowledged the same to be his free act and deed,and the free act and deed of said company,before me. CONVEYANCE TAX RECEIVED STATE$'7 187 Sy LOCAL$LYE NO. Dennis McCormack TOWN CLLN1\OF&OUT ii WINDSOR Commissioner of the Superior Court Grantees'Mailing Address: 361 Pleasant Valley Road South Windsor,CT 06074 Book:2325,Page:289 (Page 2 of 2) Chica►;o Title Insurance Company 'n'2 3 2 5 P'S 10 2 9 U Order Number: CT4280552C-HT Chicago Title Insurance Company ALTA COMMITMENT FOR TITLE INSURANCE(6/17106) S�crd?tc 1¢- 2 W"A" The land referred to in this Commitment is described as follows: A certain piece or parcel of land,with the buildings and improvements thereon and the appurtenances thereto,located and situated in the Town of South Windsor,County of Hartford and State of Connecticut,and more particularly bounded and described as follows: Said premises being a lot as shown on a map or plan entitled"Property Surveyed for EDWARD T.GARVIN,GILBERT M.& CARL E.ANDERSON Pleasant Valley Road South Windsor Conn Scale 1 inch=40 feet Sept.1945 Petersen&Hoffman, Eng'rs.Successors to Spencer&Washburn,Inc.Note:--Additions Dec.1946"which map or plan Is on file In the Office of the Town Clerk in said Town of South Windsor,to which reference is herein made for a more particular description and location of said premises,said lot being marked Plot#2 and said map being marked Map#2. Said premises are more particularly bounded and described as follows: Beginning at a merestone located in the southwesterly line of Pleasant Valley Road,said merestone marking the division line between the premises herein described and land next northwesterly thereof belonging now or formerly of A.F.Peaslee, Incorporated;thence running southeasterly along said southwesterly line of said Pleasant Valley Road,a distance of one hundred forty-nine and seventy-seven one-hundredths(149.77)feet to a merestone;thence running southwesterly,in a straight line,said line making an interior angle with the southwesterly line of Pleasant Valley Road of 82°45'50",a distance of five hundred fourteen and forty-two one-hundredths(514.42)feet to a merestone;thence running westerly or northwesterly,In a straight line,said line making an interior angle with said last described line of 91"21'25"along land now or formerly of Robert P.Clark at al,a distance of one hundred fifty-seven and eight-three one-hundredths(157.83)feet to a merestone; thence running northeastedy along land now or formerly of A.F.Peaslee,Incorporated,and in a straight line,said line making an interior angle with said last described line of 78°32'15",a distance of three hundred fourteen and seventy-seven one- hundredths(314.77)feet to a merestone;thence turning and running northwesterly,in a straight line,along land now or formerly of A.F.Peaslee,Incorporated,said line making an interior angle with said last described line of 274"42'30",a distance of thirty-nine and fifty-five one-hundredths(39.55)feet to a merestone,thence turning and running northeasterly,in a straight line,along land now or formerly of A.F.Peaslee,Incorporated,said line making an interior angle with said last described line of 97"26'00",a distance of one hundred eight-five and eighty-one one-hundredths(185.81)feet to the merestone at the point or place of beginning.The last described line makes and interior angel with the southwesterly line of Pleasant Valley Road of 95"12'00". Et-IVFD FOR RECORD Al Q ,T /:SS OVi'7 REG �t LERK CT By �'t TOWN LEli This Commitment is invalid unless a signed Commitment Jacket and Schedules A and B are attached. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. •�; - ALTA Commitment(6.17.06) Book:2325,Page:289 to l jib AMO v� � Ill�l�i lllMlo . _ r row 0z r R rr PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: (145-13 TO: Matt Galligan, Fred Shaw, Michael Gantick, Rich Bond, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Sherry McGann, Ron Asselin, John Caldwell, Dennis Sheridan FROM: Michele Lipe, AICP, Town Planner The Planning&Engineering Departments have received plans for the following projects: Appl 13-23P, Amoun Pita Distribution Road Service Location: 363 Pleasant Valley Road ® Site Plan ❑ Subdivision No. Acres 1.6 Zone I ® Industrial ® Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ❑ Public ® Septic System Re-use 5,000 sq ft building for truck repair business; site changes for Project Description: parking Future Town-owned property involved? ❑ Yes ®No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 6-30-13 and return to the Planning Department. Applying for a motor vehicle general repairer's license; a narrative of the scope of the business is in the Planning file PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: /5-13 TO: Matt Galligan,Fred Shaw,Michael Gantick,Rich Bond,Walter Summers,Jeff Doolittle Ray Favreau,Mark Owens, Chris Dougan, Sherry McGann,Ron Asselin, John Caldwell,Dennis Sheridan FROM: Michele Lipe,AICP,Town Planner The Planning&Engineering Departments have received plans for the following projects: Appl 13-23P,Amoun Pita Distribution Road Service Location: 363 Pleasant Valley Road ® Site Plan ❑ Subdivision No.Acres 1.6 Zone I ®Industrial ® Commercial ❑Residential No. Lots/Units Water: ®Public ❑Private Well Sewerage: ❑Public ® Septic System Re-use 5,000 sq ft building for truck repair business;site changes for Project Description: parking Future Town-owned property involved? ❑Yes ®No ❑new street(s) ❑ new detention area ❑new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 6-30-13 and return to the Planning Department. Applying for a motor vehicle general repairer's license; a narrative of the scope of the business is in the Planning file rll� ,.\/ s Aab.t.sl\ TJ2 Cc,r�c�¢ �4ca4� Sri, s Thor _Vy A+ tGA w is ku _cd�xA ,elnrtJ, Nok �r��S e r w.+v�a;� is L keo,\-VV4-CkV,, dle s;�r o�.d-to oms L4-- pia sfi SeeL_ S\iSkyw, as T-t 4 ce ,,�x,��,�,� o�.Y.�. pU.ck,:r�o�o.M.c,��vr•�r,�c.�(.�, �n o�n<e. 3hr Sa�x'c. SIS,e.r"\. 0 J Page 1 of 1 Zarambo, Lauren L. From: Bond, Richard Sent: Tuesday, June 18, 2013 1:24 PM To: Zarambo, Lauren L. Subject: RE: In House Referral for Amoun Pita Distribution and Road Service I have no traffic concerns but can't for the life of me figure out what a general repairer's license has to do with pitas. Lt.Rich Bond Commander-Special Services Division South Windsor Police Services 151 Sand Hill Rd South Windsor CT 06074 860-648-6211 (office) 860-982-0351 (cell) richard.bond(a)southwindsor.org This message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged,confidential,and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient or the employee or agent responsible for delivering the message to the intended recipient,you are hereby notified that any dissemination,distribution or copying of this communication is strictly prohibited. If you have received this communication in error,please notify me immediately by telephone. From: Zarambo, Lauren L. Sent:Tuesday, June 18, 2013 8:29 AM To: Asselin, Ronald; Bond, Richard; Caldwell, John; Doolittle, Jeffrey; Dougan, Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; McGann, Sherry; Owens, Mark; Shaw, Fred; Sheridan, Dennis; Summers, Walter Subject: In House Referral for Amoun Pita Distribution and Road Service Please find attached In House Referral form for Appl. 13-23P, Amoun Pita Distribution and Road Service, 363 Pleasant Valley Road. Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6o74 86o.644.2511 ext 253 6/18/2013 Page 1 of 1 Zarambo, Lauren L. From: Shaw, Fred Sent: Tuesday, June 25, 2013 9:16 AM To: Zarambo, Lauren L. Subject: RE: In House Referral for Amoun Pita Distribution and Road Service No comment C. Frederick Shaw Superintendent Pollution Control Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 TEL: (860)644-2511 EXT. 247 CELL: (860) 803-8886 FAX: (860)644-7280 EMAIL:fred.shawa-southwindsor.org From: Zarambo, Lauren L. Sent: Tuesday, June 18, 2013 8:29 AM To: Asselin, Ronald; Bond, Richard; Caldwell, John; Doolittle, Jeffrey; Dougan, Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; McGann, Sherry; Owens, Mark; Shaw, Fred; Sheridan, Dennis; Summers, Walter Subject: In House Referral for Amoun Pita Distribution and Road Service Please find attached In House Referral form for Appl. 13-23P, Amoun Pita Distribution and Road Service, 363 Pleasant Valley Road. Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor, CT o6074 860.644.2511 ext 253 6/25/2013 June 4, 2013 Dear Property Owner: 1?e:ANIOUNT Pita&Distribution, 357, 361, 363 Pleasant Valley Road/Ainoun 361 LLC In accordance with Section 7.3b of the"Town of South Windsor Inland Wetlands,Watercourses, and Conservation Regulations",we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Inland Wetlands Agency/Conservation Commission. In accordance with Article 8, Section 8.2.C. of the"Town of South Windsor Zoning Regulations", we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Planning&Zoning Commission. The site plan modification application proposes new areas of pavement and gravel for additional parking and storage meant to serve the existing commercial bakery located at 361 Pleasant Valley Road, and the existing truck repair facility located at 363 Pleasant valley Road. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comment,however, you are not required to attend.You may also submit written comments regarding the application prior to the hearing if you so desire.For further information regarding the specific date that the Inland Wetlands Agency/Conservation Commission application will he heard, please contact Jeff Folger, Sr.Environmental Planner/Conservation Officer,Planning Department, 644-2511, ext. 253_For further information regarding the specific date that the Planning and Zoning application will be heard, please contact Michele Lipe, Town Planner,Planning Department, 644- 2511, ext. 252. Sincerely, Karen Isherwood,P.E., Principal Isherwood Civil Engineering Cc TOWN OF SOUTH WINDSOR,CONNECTICUT Parcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip 72900313 313 PLEASANT VALLEY ROAD KEY CORNER STONE LLC 21 Tunnel View Dr. VERNON CT 06066-0000 72900381 381 PLEASANT VALLEY ROAD BANTLE BRUCE C EST&NANCY D 381 PLEASANT VALLEY SOUTH WINDSOR CT 06074-0000 72900297 297 PLEASANT VALLEY ROAD BOLDUC NORMAN G 233 CARTER ST MANCHESTER CT 06040-0000 4770R014 R014 JOHN FITCH BLVD BOTTICELLO DENNIS&LABELLE JOHN D JR&243 MAIN ST STE 2 MANCHESTER CT 06042-0000 180OL022C L022C CHAPEL ROAD BOTTICELLO DENNIS&LABELLE JOHN D JR&295 EAST CENTER ST MANCHESTER CT 06040-0000 4770R015 11015 JOHN FITCH BLVD BOTTICELLO DENNIS&LABELLE JOHN D JR&243 MAIN ST STE 2 MANCHESTER CT 06042-0000 72900465 465 PLEASANT VALLEY ROAD CONACI ROCCO C&PAOLA 550 STRONG ROAD SOUTH WINDSOR CT 06074-0000 47700420 420 JOHN FITCH BLVD J D CAREY LLC 420 JOHN FITCH BLVD SOUTH WINDSOR CT 06074-0000 72900373 373 PLEASANT VALLEY ROAD FOURNIER PAUL ETAL 373 PLEASANT VALLEY SOUTH WINDSOR CT 06074-0000 4680002424JEFFREYDRIVE LSPT LLC 24JEFFREYDR SOUTH WINDSOR CT 06074-0000 729OR020 JR020 PLEASANT VALLEY ROAD LSPT LLC 24JEFFREY DR SOUTH WINDSOR CT 06074-0000 46800021 21 JEFFREY DRIVE H S&D REALTY CORP 3 CRICKET LANE EAST GRANBY CT 06026-0000 47700440 440 JOHN FITCH BLVD HALLER EVE FAMILY LLC P 0 BOX 32 NEW HARTFORD CT 06057-0000 4770R013 JR013 JOHN FITCH BLVD HALLER JAY 24 SENECA RD WEST HARTFORD CT 06117-0000 18000282 282 CHAPEL ROAD YSI-HART LP 460 E SWEDESFORD RD#300 WAYNE PA 19087-0000 18000310 310 CHAPEL ROAD JACQUES JEAN MARC 626 ELLINGTON RD SOUTH WINDSOR CT 06074-0000 8730L009 L009 SULLIVAN AVENUE JET LINES INC C/O BUCKEY PIPE PO BOX 56169 HOUSTON TX 18049-0000 18000260 260 CHAPEL ROAD SUMITOMO BANK LEASING&FINANCE 535 MARRIOTT DR 9TH FL NASHVILLE TN 77256-0000 72900479 479 PLEASANT VALLEY ROAD BREEN RICHARD J 479 PLEASANT VALLEY RD ISOUTH WINDSOR CT 06074-0000 47700418 418 JOHN FITCH BLVD INERGY PROPANE LLC 2 BUTCH CREEK BLVD ST 200 KANSAS CITY MO 64112-0000 72900357 357 PLEASANT VALLEY ROAD AMOUN 361 LLC 361 PLEASANT VALLEY RD SOUTH WINDSOR CT 06074-0000 72900565 565 PLEASANT VALLEY ROAD SOUTH WINDSOR TOWN OF 45 PLEASANT VALLEY ROAD SOUTH WINDSOR CT 06074-0000 7290R031 R031 PLEASANT VALLEY ROAD SOUTH WINDSOR TOWN OF R031 PLEASANT VALLE SOUTH WINDSOR CT 06074-0000 CHAPEL HILL CONDO ASSOC.C/O 84900000 ST MARC CIRCLE IMAGINEERS LLC 635 FARMINGTON AVE. HARTFORD CT 06105-0000 18000400 400 CHAPEL ROAD BISSELL COMMONS ASSOCIATION 58 A CONNECTICUT AVE SOUTH WINDSOR CT 06074-0000 72900350 350 PLEASANT VALLEY ROAD 350 PLEASANT VALLEY RD LLC 3241 MAIN ST UNIT D STRATFORD CT 06614-0000 72900360 360 PLEASANT VALLEY ROAD 360 PLEASANT VALLEY RD LLC 25 PINNEY STREET ELLINGTON CT 06029-0000 72900370 370 PLEASANT VALLEY ROAD RANDALL DOUGLAS S&JANET M 370 PLEASANT VALLEY RD ISOUTH WINDSOR ICT 06074-0000 %-(aFyTicaice Vr iviamnig ,j 2 This Certificate of Mailing provides evidein that mail has been presented to USPS®for mailing. ... ��m This Certificate of Mailinq provides evidence that mail has been presented to USPSS for mailing This form may be used for omestic and international mail. oo N O This form may be used for domestic and international mail. 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N To: Not (►1 V • PO I J O 3Z SIN Z33 r �- --� —(AEA r d, V —I++dOO(n Marir CS (rfiCTIOW4D o0 W m June 4, 2013 Dear Property Owner: Re:AMOUN Pita&Distribution,357, 361, 363 Pleasant Valley Road/Amoun 361 LLC In accordance with Section 7.3b of the"Town of South Windsor Inland Wetlands,Watercourses, and Conservation Regulations", we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Inland Wetlands Agency/Conservation Commission. In accordance with Article 8, Section 82.C. of the"Town of South Windsor Zoning Regulations", we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Planning&Zoning Commission. The site plan modification application proposes new areas of pavement and gravel for additional parking and storage meant to serve the existing commercial bakery located at 361 Pleasant Valley Road, and the existing truck repair facility located at 363 Pleasant Valley Road. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comment,however,you are not required to attend.You may also submit written comments regarding the application prior to the hearing if you so desire.For further information regarding the specific date that the Inland Wetlands Agency/Conservation Commission application will be heard, please contact Jeff Folger, Sr Environmental Planner/Conservation Officer,Planning Department, 644-2511, ext. 253.For further information regarding the specific date that the Planning and Zoning application will be heard, please contact Michele Lipe, Town Planner,Planning Department, 644 2511, ext. 252. Sincerely, s Kar n Isherwood,P.E., Principal Isherwood Civil Engineering x, 58 Ordway Dr. August 13, 2013 S.Windsor, CT 06074; (860) 640-4064 To: Michele Lipe, Senior Planner RECEIVE South Windsor Town Hall AUG 13 2013 1540 Ellington Rd. aoulb ft4ja C�11VAT(y1�Cpy,��1 S.Windsor, CT 06074 Re: 3571 361, 363 Pleasant Valley Road;Amoun Pita & Distribution; 13-23P Contents: 8/12/13 (6) complete sets of plans revised to address town comments (IWACC) 8/13/13 (2) copies—Stormwater Management Plan (dated 8/13/13) Plans were revised to address IWACC approval conditions,and specifically engineering comments from Jeff Doolittle,dated 7/17/13: 1. 2 water quality basins are now proposed with total storage capable of accomodating 100%of the water quality volume as requested. 2. NE basin was relocated as requested. 3. NE basin discharges via a 5'swale into the SE basin as requested. 4. Bottom of basin widened as requested. 5. Plans reflect a Swale around building#363,which continues to the SE Water Quality Basin. 6. Swale discharges into SE water quality basin. 7. Level spreader detail provided. 8. Standard condition. 9. Access provided to basin areas. 10. Maintenance plan provided on plans. 11. A lease agreement is being arranged to allow for entry, construction,grading, use and maintenance of improvements/area on adjacent property. { RECEIVED Stormwater Management Plan AUG 13 2013 South WWWOor �A AMOUN Pita & Distribution COWNWATM + 357, 361, 363 Pleasant Valley Rd South Windsor, Connecticut �,0�gttn r�r 9 ae�t�ei�fpi � s ��.' ��.•.if'4 02 O` A %1P 72 Prepared by 58 Ordway Dr. South Windsor, CT 06074 Proj.# 1042 June 6,2013 Rev. 8-13-13 Table of Contents: Page# Existing Conditions 1 Proposed Development 1 Peak Runoff control 1 Nonstructural Drainage System 1 Erosion/Sedimentation Control 1 Drainage Design 1 Conclusions 2 Appendices: Runoff Calculations (Rational Formula utilizing Hydrographs) A Pond Reports(Volume of 2 water quality areas) B Water Quality Volume Calculations C Introduction: The applicant is seeking approval of a site plan modification for additional gravel areas to be used for parking and storage of trailers associated with the use of two buildings on site (#361 Amoun Pita&Distribution; #363 Amoun Road Service). Existing Conditions: The 1.57 acre site is located in the Industrial zone and has three buildings constructed in the 1960s with associated pavement and gravel on site. Building #357 is a residential house with a gravel driveway west of the house. Building#361 is a 5,000 sf building with a loading dock and is located behind (south) of the house with access from a bituminous driveway east of the house. Building#363 is another 5,000 sf vehicle repair garage located behind(south of) building#361 with a large area of pavement east of the building, and an access driveway that extends from the access for #361 driveway down a narrow and steep ramp. The site is narrow and slopes south- easterly with the majority of all storm water draining into wetlands and subsequently to The Podunk River located on adjacent property (N/F Botticello& Labelle). Proposed Development: The proposed development of the site consists of the construction of additional gravel areas for parking and storage of tractor trailers. The gravel areas are proposed on site and within a proposed lease area located on the adjacent parcel to the east(N/F Botticello &Labelle). Runoff from the gravel areas will enter into two water quality areas located outside of wetlands. Peak Runoff Control: No measures have been taken to address peak runoff control. Nonstructural Drainage Systems: The water quality area will provide a permanent pool to allow for settling and infiltration. Structural Drainage Systems: A Stormceptor 450i has been specified to treat runoff from a limited area of pavement(approximately 0.30 acres) down gradient from the truck repair facility (Building#363). Erosion/Sedimentation Control Systems: An erosion/sedimentation control plan has been developed as part of the site design. These measures include the following: 1. Installation of silt fence down-slope of disturbed areas. 2. Installation of silt fence around stockpiled materials. 3. Seeding and stabilization of disturbed areas as soon as practical during construction. 4. Maintenance of the above measures. Drainage Design: The drainage design of the site has been completed utilizing a number of computer programs and generally accepted design methods. The runoff from the site under developed conditions has been calculated using the Rational Method. Calculations are included in appendix A. Conclusions: As designed, the on-site water quality areas located south-east of the development will mitigate the potential storm-water quality impacts from the proposed development. The Stormceptor 450i will mitigate any storm-water quality impacts from operation of the truck repair facility. Appendix A Watershed Model Schematic HydraflowHydrographs Extension for AutoCADO Civil 3D®2011byAutodesk,Inc.v8 1-runoff to stormceptor 2-dev.north-east to WQ 3-dev.south-east to WQ 4-dev.south-east to swalE 10-Storm to NE WQ b sin 11 -total runoff to SE basin 12-Postdev.to SE WQ bas Legend Hvd. Origin Descrit)tion 1 Rational runoff to stormceptor 2 Rational dev.north-east to WQ 3 Rational dev.south-east to WQ 4 Rational dev.south-east to swale 10 Reservoir Storm to NE WQ basin 11 Combine total runoff to SE basin 12 Reservoir Postdev.to SE WQ bas Project: CACE\1042 MAX IMP 8-8-13.gpw Monday, Aug 12, 2013 Hydrograph Summary Report HydrafiowHydrographs Extension for AutoCADO Civil 3D®2011 byAutodesk,Inc.v8 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cis) (min) (min) (cult) (ft) (cult) 1 Rational 1.307 1 5 392 — runoff to stormceptor 2 Rational 2.491 1 16 2,391 dev.north-east to WQ 3 Rational 1A 10 1 5 333 — — dev.south-east to WQ 4 Rational 0.942 1 12 678 — — dev.south-east to swale 10 Reservoir 2.327 1 17 1,751 2 45.82 868 Storm to NE WQ basin 11 Combine 2.877 1 17 3,154 1,3,4, total runoff to SE basin 10 12 Reservoir 0.763 1 29 311 11 41.79 2,914 Postdev.to SE WQ bas C: ICE11042 MAX IMP 8-8-13.gpw Return Period:2 Year Monday, Aug 12,2013 Hydrograph Summary Report Hydraflow Hydrograom Extension for AutoCADO Civil 3D®2011 by Autodesk,Inc.v8 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (Cls) (min) (min) (cuft) ( (Cu t) 1 Rational 1.662 1 5 499 runoff to stormceptor 2 Rational 3.347 1 16 3,214 — dev.north-east to WO 3 Rational 1.411 1 5 423 — dev.south-east to WO 4 Rational 1-246 1 12 897 — dm south-east to swale 10 Reservoir 3.185 1 17 2,573 2 45.89 928 Storm to NE WO basin 11 Combine 3.920 1 16 4,392 1,3,4, total runoff to SE basin 10 12 Reservoir 2.979 1 21 1,550 11 41.84 3,024 Postdev.to SE WQ bas CAKE\1042 MAX IMP (i-8-13.gpW Return Period: 10 Year Monday,Aug 12, 2013 Hydrograph Summary Report Hydratlow Hydrogrsphs Extension for AutoCADO Civil 3DO 2011 by Autodesk,Inc.vs Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (cult) (tt) (cult) 1 Rational 1.894 1 5 568 — — runoff to stormeeptor 2 Rational 3.876 1 16 3,721 — — dev.north-Past to WQ 3 Rational 1.608 1 5 482 dm south-east to WO 4 Rational 1.437 1 12 1,034 — dev.south-east to swale 10 Reservoir 3.702 1 17 3,081 2 45.94 961 Storm to NE WO basin 11 Combine 4.562 1 16 5,166 1,3,4, total runoff to SE basin 10 12 Reservoir 4.127 1 19 2,323 11 41.87 3,069 Postdev.to SE WO bas C:\ICE\1042 MAX IMP 8-8-13.gpw Retum Period:26 Year Monday, Aug 12, 2013 Hydrograph Summary Report Hydraflow Hydrographs Extension for AutoCAD@ Civil 3D@ 2011 by Autodesk, Inc.v8 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow interval Peak volume hyd(s) elevation strge used Description (origin) (cfs) (min) (min) (tuft) 00 (cuft) 1 Rational 2.076 1 5 623 — — runoff to stormceptor 2 Rational 4.290 1 1.6 4,118 — — dev.north-east to WO 3 Rational 1.763 1 5 529 — dev southeast to WO 4 Rational 1.586 1 12 1,142 dev.south-east to swale 10 Reservoir 4.105 1 17 3,478 2 45.97 986 Storm to NE WO basin 11 Combine 5.062 1 16 5,771 1,3,4, total nmoff to SE basin 10 12 Reservoir 4.888 1 18 2,928 11 41.88 3,096 Postdev.to SE WO bas C:\ICE\1042 MAX IMP 8-8-13.gpw Return Period: 50 Year Monday, Aug 12, 2013 H yd ro g ra p h Summary Re p o r# Hydraflow Hydrographs Extension for AutoCAD®Civil 3DO 2011 by Autodesk,Inc.v8 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maldmum Total Hydrograph No. type now interval Peak volume hyd(s) elevation strge used Description (origin) (c#s) (min) (min) (cult) (it) (tuft) 1 Rational 2.258 1 5 677 — — runoff to stormceptor 2 Rational 4.702 1 16 4,514 -- dev.na v-east to wQ 3 Rational 1.917 1 5 575 dev.south-east to WQ 4 Rational 1.734 1 12 1,249 — dev.south-east to swale 10 Reservoir 4.505 1 17 3,873 2 46.00 1,009 Storm to NE WO basin 11 Combine 5.558 1 16 6,374 1,3,4, total runoff to SE basin 10 12 Reservoir 5.525 1 17 3,532 11 41.89 3,117 Postdev.to SE WO bas CAICE\1042 MAX IMP 8-8-13.gpw Return Period: 100 Year Monday, Aug 12, 2013 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 1 runoff to stormceptor Hydrograph type = Rational Peak discharge = 1.307 cfs Storm frequency = 2 yrs Time to peak = 0.08 hrs Time interval = 1 min Hyd. volume = 392 cult Drainage area = 0.3 ac Runoff coeff. = 0.82* Intensity = 5.693 in/hr Tc by User = 5 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 *Composite(Area/C)=f(0.240 x 0.90)+(0.040 x 0.35)]!0.280 Hydrograph Discharge Table (Printed values>=50.00%of Qp.) Time --Outflow (hrs cfs) 0.05 0.784 0.07 1.046 0.08 1.307 0.10 1.046 0.12 0.784 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 1 runoff to stormceptor Hydrograph type = Rational Peak discharge = 1.662 cfs Storm frequency = 10 yrs Time to peak = 0.08 hrs Time interval = 1 min Hyd. volume = 499 cuft Drainage area = 0.3 ac Runoff coeff. = 0.82* Intensity = 7.238 in/hr Tc by User = 5 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 Composite(Area1C)=[(0.240 x 0.90)+(0.040 x 0.35)]!0.280 Hydrograph Discharge Table (Printed values>=50.00%of op.) Time --Outflow (hrs cfs) 0.05 0.997 0.07 1.329 0.08 1.662 0.10 1.329 0.12 0.997 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk, Inc.v8 Monday,Aug 12,2013 Hyd. No. 1 runoff to stormceptor Hydrograph type = Rational Peak discharge = 1.894 cfs Storm frequency = 25 yrs Time to peak = 0.08 hrs Time interval = 1 min Hyd. volume = 568 cuft Drainage area = 0.3 ac Runoff coeff. = 0.82* Intensity = 8.247 in/hr Tc by User = 5 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 Composite(Area/C)_[(0.240 x 0.90)+(0.040 x 0.35)]/0.280 Hydrograph Discharge Table (Printed values>=50.00%of Qp.) Time -- Outflow (hrs cfs) 0.05 1.136 0.07 1.515 0.08 1.894 0.10 1.515 0.12 1.136 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk, Inc.v8 Monday,Aug 12,2013 Hyd. No. 1 runoff to stormceptor Hydrograph type = Rational Peak discharge = 2.076 cfs Storm frequency = 50 yrs Time to peak = 0.08 hrs Time interval = 1 min Hyd. volume = 623 cuft Drainage area = 0.3 ac Runoff coeff. = 0.82* Intensity = 9.041 in/hr Tc by User = 5 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 Composite(Area/C)_[(0.240 x 0.90)+(0.040 x 0.35)]/0.280 Hydrograph Discharge Table (Printed values>=50.00%of Qp.) Time -- Outflow (hrs cfs) 0.05 1.245 0.07 1.661 0.08 2.076 0.10 1.661 0.12 1.245 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3DO 2011 by Autodesk, Inc.v8 Monday,Aug 12,2013 Hyd. No. 1 runoff to stormceptor Hydrograph type = Rational Peak discharge = 2.258 cfs Storm frequency = 100 yrs Time to peak = 0.08 hrs Time interval = 1 min Hyd. volume = 677 cuft Drainage area = 0.3 ac Runoff coeff. = 0.82* Intensity = 9.833 in/hr Tc by User = 5 min IDF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 Composite(Area/C)_[(0.240 x 0.90)+(0.040 x 0.35)]/0.280 Hydrograph Discharge Table (Printed values>=50.00%of Qp.) Time -- Outflow (hrs cfs) 0.05 1.355 0.07 1.806 0.08 2.258 0.10 1.806 0.12 1.355 ...End TR55 Tc Worksheet Hydraflow Hydrographs Extension for AutoCAD®Civi Hyd. No. 2 dev. north-east to WQ Description A B C Totals Sheet Flow Manning's n-value = 0.011 0.011 0.011 Flow length (ft) = 60.0 75.0 100.0 Two-year 24-hr precip. (in) = 3.20 3.20 3.20 Land slope (%) = 0.08 0.04 0.02 Travel Time (min) = 2.92 + 4.60 + 7.64 = 15.17 Shallow Concentrated Flow Flow length (ft) = 15.00 0.00 0.00 Watercourse slope (%) = 0.05 0.00 0.00 Surface description = Unpaved Unpaved Unpaved Average velocity (ft/s) =0.36 0.00 0.00 Travel Time (min) = 0.69 + 0.00 + 0.00 = 0.69 Channel Flow X sectional flow area (sqft) = 0.00 5.00 0.00 Wetted perimeter(ft) = 0.00 7.47 0.00 Channel slope (%) = 0.00 0.25 0.00 Manning's n-value = 0.000 0.015 0.015 Velocity (ft/s) =0.00 3.80 0.00 Flow length (ft) ({0})0.0 45.0 0.0 Travel Time (min) = 0.00 + 0.20 + 0.00 = 0.20 Total Travel Time, Tc .............................................................................. 16.00 min Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD@ Civil 3D@ 2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 2 dev. north-east to WQ Hydrograph type = Rational Peak discharge = 2.491 cfs Storm frequency = 2 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 2,391 cult Drainage area = 1.0 ac Runoff coeff. = 0.66* Intensity = 3.774 in/hr Tc by TR55 = 16 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 Composite(Area/C)_[(0.600 x 0.90)+(0.200 x 0.20)+(0.200 x 0.40)]/1.000 Hydrograph Discharge Table (Printed values>=50.00%of Op.) Time --Outflow (min cfs) 8 1.245 9 1.401 10 1.557 11 1.712 12 1.868 13 2.024 14 2.179 15 2.335 16 2.491 17 2.335 18 2.179 19 2.024 20 1.868 21 1.712 22 1.557 23 1.401 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD@ Civil 3D@ 2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 2 dev. north-east to WQ Hydrograph type = Rational Peak discharge = 3.347 cfs Storm frequency = 10 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 3,214 cuft Drainage area = 1.0 ac Runoff coeff. = 0.66* Intensity = 5.072 in/hr Tc by TR55 = 16 min OF Curve = Hydro2002.1DF Asc/Rec limb fact = 1/1 *Composite(Area/C)=f(0.600 x 0.90)+(0.200 x 0.20)+(0.200 x 0.40)]!1.000 Hydrograph Discharge Table (Printed values>=50.00 k of Qp.) Time --Outflow (min cfs) 8 1.674 9 1.883 10 2.092 11 2.301 12 2.511 13 2.720 14 2.929 15 3.138 16 3.347 17 3.138 18 2.929 19 2.720 20 2.511 21 2.301 22 2.092 23 1.883 24 1.674 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD@ Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 2 dev. north-east to WQ Hydrograph type = Rational Peak discharge = 3.876 cfs Storm frequency = 25 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 3,721 cult Drainage area = 1.0 ac Runoff coeff. = 0.66* Intensity = 5.873 in/hr Tc by TR55 = 16 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 111 *composite(Area/C)_[(0.600 x 0.90)+(0.200 x 0.20)+(0.200 x 0.40)]/1.000 Hydrograph Discharge Table (Printed values>=50.00%of Op.) Time --Outflow (min cfs) 8 1.938 9 2.180 10 2.423 11 2.665 12 2.907 13 3.149 14 3.392 15 3.634 16 3.876 17 3.634 18 3.392 19 3.149 20 2.907 21 2.665 22 2.423 23 2.180 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 2 dev. north-east to WQ Hydrograph type = Rational Peak discharge = 4.290 cfs Storm frequency = 50 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 4,118 cult Drainage area = 1.0 ac Runoff coeff. = 0.66* Intensity = 6.500 in/hr Tc by TR55 = 16 min IDF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 f Composite(Area/C)=1(0.600 x 0.90)+(0.200 x 0.20)+(0.200 x 0.40)]11.000 Hydrograph Discharge Table (Printed values>=50.00%of Op.) Time --Outflow (min cfs) 8 2.145 9 2.413 10 2.681 11 2.949 12 3.217 13 3.486 14 3.754 15 4.022 16 4.290 17 4.022 18 3.754 19 3.486 20 3.217 21 2.949 22 2.681 23 2.413 24 2.145 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD@ CMI 3D®2011 by Autadesk,Inc.vt3 Hyd. No. 2 Monday,Aug 12,2013 dev. north-east to wQ Hydrograph type = Rational Storm frequency = 100 �s Peak discharge = 4.702 cfs Time interval Time to peak = 16 min = 1 min Drainage area Hyd. volume = 4,514 cuft = IntensityRunoff coeff. = 0.66* 10 ac= 7.124 in/hr Tc by TR55 IDF Curve = Hydro2002.IDF AscfRec limb fact _ 1/1 16 min CO-FrIpm-ite(AreatC)_[(0.600 x 0.90)+(0.200 x 0.20)+(0.200 x 0.40),11.000 Hydrograph Discharge Table (Printed values>=50,00%of op.) Time --Outflow (min cfs) 8 2.351 9 2.645 10 2.939 11 3.232 12 3.526 13 3.820 14 4.114 15 4.408 16 4.702 17 4.408 18 4.114 19 3.820 20 3.526 21 3.232 22 2.939 23 2.645 24 2.351 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.b$ Monday,Aug 12,2013 Hyd. No. 3 dev. south-east to WQ Hydrograph type = Rational Peak discharge = 1.110 cfs Storm frequency = 2 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 333 cuft Drainage area = 0.3 ac Runoff coeff. = 0.75* Intensity = 5.693 in/hr Tc by User = 5 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 x Composite(Area/C)=[(0.190 x 0.90)+(0.070 x 0.35)]10.260 Hydrograph Discharge Table (Printed values>=50.00%of Op.) Time --Outflow (min cfs) 3 0.666 4 0.888 5 1.110 6 0.888 7 0.666 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 3 dev. south-east to WQ Hydrograph type = Rational Peak discharge = 1.411 cfs Storm frequency = 10 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 423 cuft Drainage area = 0.3 ac Runoff coeff. = 0.75* Intensity = 7.238 in/hr Tc by User = 5 min OF Curve = Hydro2002.1DF Asc/Rec limb fact = 1/1 Composite(Area/C)=f(0.190 x 0.90)+(0.070 x 0.35)]/0.260 Hydrograph Discharge Table (Printed values>=50.00%of Qp.) Time --Outflow (min cfs) 3 0.847 4 1.129 5 1.411 6 1.129 7 0.847 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO CMI 3D®2011 by AuIodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 3 dev. south-east to WQ Hydrograph type = Rational Peak discharge = 1.608 cfs Storm frequency = 25 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 482 cuft Drainage area = 0.3 ac Runoff coeff. = 0.75* Intensity = 8.247 in/hr Tc by User = 5 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 *Composite(Area/C)_[(0.190 x 0.90)+(0.070 x 0.35)]/0.260 Hydrograph Discharge Table (Printed values>=50.00%of Qp.) Time --Outflow (min cfs) 3 0.965 4 1.287 5 1.608 6 1.287 7 0.965 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civic 3D@ 2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 3 dev. south-east to WQ Hydrograph type = Rational Peak discharge = 1.763 cfs Storm frequency = 50 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 529 cult Drainage area = 0.3 ac Runoff coeff. = 0.75* Intensity = 9.041 in/hr Tc by User = 5 min IDF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 "Composite(AreafC)=[(0.190 x 0.90)+(0.070 x 0.35)]/0.260 Hydrograph Discharge Table {Printed values>=50.00%of Qp.) Time --Outflow (min cfs) 3 1.058 4 1.410 5 1.763 6 1.410 7 1.058 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCADB Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 3 dev. south-east to WQ Hydrograph type = Rational Peak discharge = 1.917 cfs Storm frequency = 100 yrs Time to peak = 5 min Time interval = 1 min Hyd. volume = 575 cult Drainage area = 0.3 ac Runoff coeff. = 0.75* Intensity = 9.833 in/hr Tc by User = 5 min IDF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 Composite(Area1C)=j(0.190 x 0.90)+(0.070 x 0.35)]t 0.260 Hydrograph Discharge Table (Piinfed values>=50.00%of Qp.) Time --Outflow (min cfs) 3 1.150 4 1.534 5 1.917 6 1.534 7 1.150 ...End TR55 Tc Worksheet Hydraflow Hydrographs Extension forAutoCAD®Civi Hyd. No. 4 dev. south-east to swale Description A B C Totals Sheet Flow Manning's n-value = 0.000 0.011 0.011 Flow length (ft) = 0.0 0.0 0.0 Two-year 24-hr precip. (in) = 0.00 3.20 0.00 Land slope (%) = 0.00 0.00 0.00 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 Shallow Concentrated Flow Flow length (ft) = 90.00 40.00 38.00 Watercourse slope (%) = 0.04 0.08 0.01 Surface description = Unpaved Unpaved Unpaved Average velocity (ft/s) =0.32 0.44 0.18 Travel Time (min) = 4.65 + 1.51 + 3.44 = 9.60 Channel Flow X sectional flow area (sqft) = 7.50 6.00 0.00 Wetted perimeter(ft) = 11.20 8.47 0.00 Channel slope (%) = 0.03 0.02 0.00 Manning's n-value = 0.025 0.025 0.015 Velocity (ft/s) =0.74 0.67 0.00 Flow length (ft) ({0})75.0 22.0 0.0 Travel Time (min) = 1.68 + 0.55 + 0.00 = 2.23 Total Travel Time, Tc .............................................................................. 12.00 min Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD@ Civil 3D@ 2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 4 dev. south-east to swale Hydrograph type = Rational Peak discharge = 0.942 cfs Storm frequency = 2 yrs Time to peak = 12 min Time interval = 1 min Hyd. volume = 678 cuft Drainage area = 0.4 ac Runoff coeff. = 0.61* Intensity = 4.290 in/hr Tc by TR55 = 12 min IDF Curve = Hydro2002.IDF AsclRec limb fact = 1/1 *Composite(Area/C)_[(0.170 x 0.90)+(0.190 x 0.35)]10.3W Hydrograph Discharge Table (Printed values>=50.00%of Op.) Time --Outflow (min cfs) 6 0.471 7 0.549 8 0.628 9 0.706 10 0.785 11 0.863 12 0.942 13 0.863 14 0.785 15 0.706 16 0.628 17 0.549 18 0.471 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D@ 2011 by Autodesk,Mc.v8 Monday,Aug 12,2013 Hyd. No. 4 dev. south-east to swale Hydrograph type = Rational Peak discharge = 1.246 cfs Storm frequency = 10 yrs Time to peak = 12 min Time interval = 1 min Hyd. volume = 897 cuft Drainage area = 0.4 ac Runoff coeff. = 0.61* Intensity = 5.675 in/hr Tc by TR55 = 12 min IDF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 Composite(Area/0)_[(0.170 x 0.90)+(0.190 x 0.35)1/0.360 Hydrograph Discharge Table (Printed values>=50.001/6of Qp.) Time --Outflow (min cfs) 6 0.623 7 0.727 8 0.831 9 0.935 10 1.039 11 1.142 12 1.246 13 1.142 14 1.039 15 0.935 16 0.831 17 0.727 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD@)Civil 3D@ 2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 4 dev. south-east to swale Hydrograph type = Rational Peak discharge = 1.437 cfs Storm frequency = 25 yrs Time to peak = 12 min Time interval = 1 min Hyd. volume = 1,034 cuft Drainage area = 0.4 ac Runoff coeff. = 0.61* Intensity = 6.542 in/hr Tc by TR55 = 12 min IDF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 "Composite(Area1C)_[(0.170 x 0.90)+(0.190 x 0.35)]10.360 Hydrograph Discharge Table (Printed dues>=50.00%of Op.) Time -- Outflow (min cfs) 6 0.718 7 0.838 8 0.958 9 1.078 10 1.197 11 1.317 12 1.437 13 1.317 14 1.197 15 1.078 16 0.958 17 0.838 ...End Hydrograph Report HydraFlaw Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 4 dev. south-east to swale Hydrograph type = Rational Peak discharge = 1.586 cfs Storm frequency = 50 yrs Time to peak = 12 min Time interval = 1 min Hyd. volume = 1,142 cult Drainage area = 0.4 ac Runoff coeff. = 0.61* Intensity = 7.221 inlhr Tc by TR55 = 12 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 *Composite(Area/C)=[(OA 70 x 0.90)+(0.190 x 0.35)]/0.360 Hydrograph Discharge Table (Printed values>=50.00%of Qp.) Time --Outflow (min cfs) 6 0.793 7 0.925 8 1.057 9 1.189 10 1.321 11 1.454 12 1.586 13 1.454 14 1.321 15 1.189 16 1.057 17 0.925 ...End Hydrograph Report Hydratlow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 4 dev. south-east to swale Hydrograph type = Rational Peak discharge = 1.734 cfs Storm frequency = 100 yrs Time to peak = 12 min Time interval = 1 min Hyd. volume = 1,249 cuft Drainage area = 0.4 ac Runoff coeff. = 0.61* Intensity = 7.897 in/hr Tc by TR55 = 12 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 *Composite(Area/C)=j(0.170 x 0.90)+(0.190 x 0.35)j/0.360 Hydrograph Discharge Table (Printed values>=50.00%of Op.) Time --Outflow (min cfs) 6 0.867 7 1.012 8 1.156 9 1.301 10 1.445 11 1.590 12 1.734 13 1.590 14 1.445 15 1.301 16 1.156 17 1.012 18 0.867 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCADV Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 10 Storm to NE WQ basin Hydrograph type = Reservoir Peak discharge = 2.327 cfs Storm frequency = 2 yrs Time to peak = 17 min Time interval = 1 min Hyd. volume = 1,751 cuft Inflow hyd. No. = 2 - dev. north-east to W&ervoir name = WQ North-east Max. Elevation = 45.82 ft Max. Storage = 868 cuft Storage Indication method used. Hydrograph Discharge Table (Printed values>=50.00%of Op.) Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow (min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 14 2.179 45.74 - - - - 1.555 - - - - 1.555 15 2.335 45.78 - - - - 1.943 - - - - 1.943 16 2.491 << 45.81 - - - - 2.209 - - - - 2.209 17 2.335 45.82 << - - - - 2.327 - - - - 2.327 18 2.179 45.81 - - - - 2.287 - - - - 2.287 19 2.024 45.80 - - - - 2.180 - - - - 2.180 20 1.868 45.79 - - - - 2.047 - - - - 2.047 21 1.712 45.78 - - - - 1.903 - - - - 1.903 22 1.557 45.76 -- - - - 1.756 - - - - 1.756 23 1.401 45.75 - - - - 1.604 - - - - 1.604 24 1.245 45.73 - - - - 1.441 - - - -- 1.441 25 1.090 45.71 - - - - 1.286 - - - - 1.286 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAM CMI 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 10 Storm to NE WQ basin Hydrograph type = Reservoir Peak discharge = 3.185 cfs Storm frequency = 10 yrs Time to peak = 17 min Time interval = 1 min Hyd. volume = 2,573 cuft Inflow hyd. No. = 2- dev. north-east to Wftervoir name = WQ North-east Max. Elevation = 45.89 ft Max. Storage = 928 cuft Storage Indication method used. Hydrograph Discharge Table (Printed values>=50.00%of Qp.) Time Inflow Elevation CIv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D ExHl Outflow (min) cis ft cfs cfs cfs cfs cfs ,cfs cfs cfs cfs cfs 12 2.511 45.75 - - - - 1.619 - - - - 1.619 13 2.720 45.80 - - - - 2.171 - - - - 2.171 14 2.929 45.84 - - - - 2.553 - - - - 2.553 15 3.138 45.86 - - - - 2.842 - - - - 2.842 16 3.347 << 45.88 - - - - 3.089 - - - - 3.089 17 3.138 45.89<< - - - - 3.185 - - - - 3.185 18 2.929 45.88 - - - - 3.091 - - - -- 3.091 19 2.720 45.87 - - - - 2.926 - - - ---- 2.926 20 2.511 45.85 - - - - 2.737 - - - - 2.737 21 2.301 45.84 - - - - 2.539 - - - - 2.539 22 2.092 45.82 - - - - 2.337 - - - - 2.337 23 1.883 45.80 - - - - 2.135 - - - - 2.135 24 1.674 45.78 - - - - 1.935 - - - - 1.935 25 1.465 45.76 - - - - 1.734 - - - - 1.734 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D@)2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 10 Storm to NE WQ basin Hydrograph type = Reservoir Peak discharge = 3.702 cfs Storm frequency = 25 yrs Time to peak = 17 min Time interval = 1 min Hyd volume = 3,081 cuft Inflow hyd. No. = 2 - dev. north-east to WOservoir name = WQ North-east Max. Elevation = 45.94 ft Max. Storage = 961 cuft Storage Indication method used. Hydrograph Discharge Table (PdntedvAues>=50.00%ofOp.) Time Inflow Elevation Civ A Clv B CIv C Pfltsr Wr A Wr B Wr C Wr D Exfll Outflow (min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12 2.907 45.81 - - - - 2.232 - - - - 2.232 13 3.149 45.85 - - - - 2.701 - - - - 2.701 14 3.392 45.88 - - - - 3.049 - - - - 3.049 15 3.634 45.90 - - - - 3.340 - - - - 3.340 16 3.876<< 45.93 - - - - 3.604 - - - - 3.604 17 3.634 45.93 << - - - - 3.702 - - - - 3.702 18 3.392 45.92 - - - - 3.580 - - - - 3.580 19 3.149 45.91 - - - - 3.383 - - - - 3.383 20 2.907 45.89 - - - - 3.160 - - - - 3.160 21 2.665 45.87 - - - - 2.928 - - - - 2.928 22 2.423 45.85 - - - - 2.694 - - - - 2.694 23 2.180 45.83 - - - - 2.461 - - - - 2.461 24 1.938 45.81 - - - - 2.227 - - - - 2.227 25 1.696 45.79 - - - - 1.994 - - - - 1.994 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®CMI 3M 2011 by Autodesk,Inc.V8 Monday,Aug 12,2013 Hyd. No. 10 Storm to NE WQ basin Hydrograph type = Reservoir Peak discharge = 4.105 cfs Storm frequency = 50 yrs Time to peak = 17 min Time interval = 1 min Hyd. volume - = 3,478 cuft Inflow hyd. No. = 2 - dev. north-east to WEservoir name = WQ North-east Max. Elevation = 45.97 ft Max. Storage = 986 cuft Storage Indication method used. Hydrograph Discharge Table (Printed values>=50.00%of Op.) Time Inflow Elevation Clv A Clv B CIv C PfRsr Wr A Wr B Wr C Wr D E>fi1 Outflow (min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 12 3.217 45.85 - - - - 2.647 - - - - 2.647 13 3.486 45.88 - - - - 3.077 - - - - 3.077 14 3.754 45.91 - - - - 3.418 - - - - 3.418 15 4.022 45.93 - - - - 3.720 - - - - 3.720 16 4.290 << 45.96 - - - - 4.005 - - - - 4.005 17 4.022 45.96 << - - - - 4.105 - - - - 4.105 18 3.754 45.95 - - - - 3.961 - - - - 3.961 19 3.486 45.94 - - - - 3.738 - - - - 3.738 20 3.217 45.92 - - - - 3.489 - - - - 3.489 21 2.949 45.90 - - - - 3.232 - - - - 3.232 22 2.681 45.87 - - - - 2.972 - - - - 2.972 23 2.413 45.85 - - - - 2.713 - - - - 2.713 24 2.145 45.83 - - - - 2.455 - - - - 2.455 25 1.877 45.81 - - - - 2.197 - - - - 2.197 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 10 Storm to NE WQ basin Hydrograph type = Reservoir Peak discharge = 4.505 cfs Storm frequency = 100 yrs Time to peak = 17 min Time interval = 1 min Hyd. volume = 3,873 cuft Inflow hyd. No. = 2- dev. north-east to W&ervoir name = WQ North-east Max. Elevation = 46.00 ft Max. Storage = 1,009 cuft Storage Indication method used. Hydrograph Discharge Table (Printed values>=50.00%of Op.) Time Inflow Elevation Civ A Civ B Civ C PfRsr Wr A Wr B Wr C Wr D URI Outflow (min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 11 3.232 45.83 - - - - 2.436 - - - - 2.436 12 3.526 45.88 - - - - 3.005 - - - - 3.005 13 3.820 45.91 - - - - 3.425 - - - - 3.425 14 4.114 45.94 -- - - - 3.774 - - - - 3.774 15 4.408 45.96 - - - - 4.093 - - - -- 4.093 16 4.702<< 45.99 - - - - 4.401 - - - -- 4.401 17 4.408 45.99<< - - - - 4.505 - - - - 4.505 18 4.114 45.98 - - - - 4.340 - - - - 4.340 19 3.820 45.96 - - - - 4.092 - - - - 4.092 20 3.526 45.94 - - - - 3.816 - - - - 3.816 21 3.232 45.92 - - - - 3.534 - - - - 3.534 22 2.939 45.90 - - - - 3.249 - - - - 3.249 23 2.645 45.87 - - - - 2.964 - - - - 2.964 24 2.351 45.85 - - - - 2.680 - - - - 2.680 25 2.057 45.82 - - - - 2.397 - - - - 2.397 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD@ Ciw13D@ 2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 11 total runoff to SE basin Hydrograph type = Combine Peak discharge = 2.877 cfs Storm frequency = 2 yrs Time to peak = 17 min Time interval = 1 min Hyd. volume = 3,154 cuft Inflow hyds. = 1, 3, 4, 10 Contrib. drain. area = 0.900 ac Hydrograph Discharge Table (Printed values-50.00%of Op.) Time Hyd. 1 + Hyd. 3+ Hyd.4+ Hyd. 10= Outflow (min) (cfs) (cfs) (cfs) (cfs) (ems) 3 0.784 0.666 0.235 0.000 1.686 4 1.046 0.888 0.314 0.000 2.248 5 1.307<< 1.110<< 0.392 0.000 2.810 6 1.046 0.888 0.471 0.000 2.405 7 0.784 0.666 0.549 0.000 2.000 8 0.523 0.444 0.628 0.000 1.595 13 0.000 0.000 0.863 0.885 1.748 14 0.000 0.000 0.785 1.555 2.340 15 0.000 0.000 0.706 1.943 2.650 16 0.000 0.000 0.628 2.209 2.837 17 0.000 0.000 0.549 2.327<< 2.877 18 0.000 0.000 0.471 2.287 2.758 19 0.000 0.000 0.392 2.180 2.572 20 0.000 0.000 0.314 2.047 2.361 21 0.000 0.000 0.235 1.903 2.138 22 0.000 0.000 0.157 1.756 1.913 23 0.000 0.000 0.078 1.604 1.683 24 0.000 0.000 0.000 1.441 1.441 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D@ 2011 by Autodesk,Inc.V8 Monday,Aug 12,2013 Hyd. No. 11 total runoff to SE basin Hydrograph type = Combine Peak discharge = 3.920 cfs Storm frequency = 10 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 4,392 cuft Inflow hyds. = 1, 3, 4, 10 Contrib. drain. area = 0.900 ac Hydrograph Discharge Table (Printed values-50.00%of Qp.) Time Hyd. 1 + Hyd. 3+ Hyd.4+ Hyd. 10= Outflow (min) (cfs) (cfs) (cfs) (cfs) (cfs) 3 0.997 0.847 0.312 0.000 2.156 4 1.329 1.129 0.415 0.000 2.874 5 1.662<< 1.411 << 0.519 0.000 3.593 6 1.329 1.129 0.623 0.000 3.082 7 0.997 0.847 0.727 0.000 2.571 8 0.665 0.565 0.831 0.000 2.060 12 0.000 0.000 1.246<< 1.619 2.866 13 0.000 0.000 1.142 2.171 3.314 14 0.000 0.000 1.039 2.553 3.592 15 0.000 0.000 0.935 2.842 3.777 16 0.000 0.000 0.831 3.089 3.920 17 0.000 0.000 0.727 3.185<< 3.912 18 0.000 0.000 0.623 3.091 3.714 19 0.000 0.000 0.519 2.926 3.445 20 0.000 0.000 0.415 2.737 3.152 21 0.000 0.000 0.312 2.539 2.851 22 0.000 0.000 0.208 2.337 2.545 23 0.000 0.000 0.104 2.135 2.239 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 11 total runoff to SE basin Hydrograph type = Combine Peak discharge = 4.562 cfs Storm frequency = 25 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 5,166 cuff Inflow hyds. = 1, 3, 4, 10 Contrib. drain. area = 0.900 ac Hydrograph Discharge Table {Printed values>=50.00%of Qp.) Time Hyd. 1 + Hyd. 3+ Hyd.4+ Hyd. 10= Outflow (min) (cfs) (cfs) (cfs) (cfs) WS) 3 1.136 0.965 0.359 0.000 2.460 4 1.515 1.287 0.479 0.000 3.280 5 1.894<< 1.608<< 0.599 0.000 4.100 6 1.515 1.287 0.718 0.000 3.520 7 1.136 0.965 0.838 0.000 2.939 8 0.757 0.643 0.958 0.000 2.359 11 0.000 0.000 1.317 1.527 2.844 12 0.000 0.000 1.437<< 2.232 3.669 13 0.000 0.000 1.317 2.701 4.018 14 0.000 0.000 1.197 3.049 4.247 15 0.000 0.000 1.078 3.340 4.417 16 0.000 0.000 0.958 3.604 4.562 17 0.000 0.000 0.838 3.702<< 4.540 18 0.000 0.000 0.718 3.580 4.298 19 0.000 0.000 0.599 3.383 3.981 20 0.000 0.000 0.479 3.160 3.639 21 0.000 0.000 0.359 2.928 3.287 22 0.000 0.000 0.239 2.694 2.933 23 0.000 0.000 0.120 2.461 2.580 ...End Hydrograph Report Hydraffow Hydrographs E)dension for AutOCAD®Civil 3D@ 2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 11 total runoff to SE basin Hydrograph type = Combine Peak discharge = 5.062 cfs Storm frequency = 50 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 5,771 cult Inflow hyds. = 1, 3, 4, 10 Contrib. drain. area = 0.900 ac Hydrograph Discharge Table {Potted values>=50.00%of op.) Time Hyd. 1 + Hyd. 3+ Hyd.4+ Hyd. 10= Outflow (min) (cfs) (cfs) (cfs) (cfs) (cfs) 3 1.245 1.058 0.396 0.000 2.700 4 1.661 1.410 0.529 0.000 3.600 5 2.076<< 1.763<< 0.661 0.000 4.499 6 1.661 1.410 0.793 0.000 3.864 7 1.245 1.058 0.925 0.000 3.228 8 0.830 0.705 1.057 0.000 2.593 11 0.000 0.000 1.454 2.039 3.493 12 0.000 0.000 1.586<< 2.647 4.232 13 0.000 0.000 1.454 3.077 4.531 14 0.000 0.000 1.321 3.418 4.740 15 0.000 0.000 1.189 3.720 4.909 16 0.000 0.000 1.057 4.005 5.062 17 0.000 0.000 0.925 4.105<< 5.030 18 0.000 0.000 0.793 3.961 4.754 19 0.000 0.000 0.661 3.738 4.399 20 0.000 0.000 0.529 3.489 4.018 21 0.000 0.000 0.396 3.232 3.628 22 0.000 0.000 0.264 2.972 3.237 23 0.000 0.000 0.132 2.713 2.845 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 11 total runoff to SE basin Hydrograph type = Combine Peak discharge = 5.558 cfs Storm frequency = 100 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 6,374 cuft Inflow hyds. = 1, 3, 4, 10 Contrib. drain. area = 0.900 ac Hydrograph Discharge Table (Printed values>=50.001%of Op.) Time Hyd. 1 + Hyd. 3+ Hyd.4+ Hyd. 10= Outflow (min) WS) WS) WS) WS) {cfs) 3 1.355 1.150 0.434 0.000 2.939 4 1.806 1.534 0.578 0.000 3.918 5 2.258<< 1.917<< 0.723 0.000 4.898 6 1.806 1.534 0.867 0.000 4.207 7 1.355 1.150 1.012 0.000 3.517 8 0.903 0.767 1.156 0.000 2.826 10 0.000 0.000 1.445 1.599 3.044 11 0.000 0.000 1.590 2.436 4.026 12 0.000 0.000 1.734<< 3.005 4.739 13 0.000 0.000 1.590 3.425 5.014 14 0.000 0.000 1.445 3.774 5.219 15 0.000 0.000 1.301 4.093 5.394 16 0.000 0.000 1.156 4.401 5.558 17 0.000 0.000 1.012 4.505<< 5.516 18 0.000 0.000 0.867 4.340 5.208 19 0.000 0.000 0.723 4.092 4.814 20 0.000 0.000 0.578 3.816 4.395 21 0.000 0.000 0.434 3.534 3.967 22 0.000 0.000 0.289 3.249 3.538 23 0.000 0.000 0.145 2.964 3.109 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 11 total runoff to SE basin Hydrograph type = Combine Peak discharge = 4.562 cfs Storm frequency = 25 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 5,166 cuft Inflow hyds. = 1, 3, 4, 10 Contrib. drain. area = 0.900 ac total runoff to SE basin Q (cfs) cfs Hyd. No. 11 --25 Year Q ( ) 5.00 5.00 4.00 4.00 3.00 3.00 2.00 2.00 AA 1.00 1.00 0.00 0.00 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 Hyd No. 11 Hyd No. 1 - Hyd No. 3 - Hyd No. 4 Time(min) Hyd No. 10 Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 12 Postdev. to SE WQ bas Hydrograph type = Reservoir Peak discharge = 0.763 cfs Storm frequency = 2 yrs Time to peak = 29 min Time interval = 1 min Hyd. volume = 311 cuft Inflow hyd. No. = 11 - total runoff to SE 6Wsiervoir name = wq-southeast Max. Elevation = 41.79 ft Max. Storage = 2,914 cuft Storage Indication method used. Hydrograph Discharge Table (PriMed%dues>=50.00%ofOp.) Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D EAU Outflow (min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 27 0.986 41.78 — — — — 0.480 — — — — 0.480 28 0.839 41.79 — — — — 0.756 — — — — 0.756 29 0.694 41.79<< — — — — 0.763 — — — — 0.763 30 0.551 41.78 — — — — 0.673 — — — — 0.673 31 0.411 41.78 — — — — 0.551 — — — 0.551 32 0.278 41.77 — — — — 0.422 — — — — 0.422 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D&2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 12 Postdev. to SE WQ bas Hydrograph type = Reservoir Peak discharge = 2.979 cfs Storm frequency = 10 yrs Time to peak = 21 min Time interval = 1 min Hyd. volume = 1,550 tuft Inflow hyd. No. = 11 -total runoff to SE Rasiervoir name = wq-southeast Max. Elevation = 41.84 ft Max. Storage = 3,024 cuft Storage Indication method used. Hydrograph Discharge Table (Printed values>=50.00%of op.) Time Inflow Elevation Clv A Civ B Civ C PfRsr Wr A Wr B Wr C Wr D Exfll Outflow (min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 20 3.152 41.84 — — — — 2.866 — — — — 2.865 21 2.851 41.84<< — — — — 2.979 — — — — 2.979 22 2.545 41.84 — — — — 2.744 — — — — 2.744 23 2.239 41.83 — — — — 2.450 — — — --- 2.450 24 1.935 41.82 — — — — 2.153 — — — — 2.153 25 1.734 41.82 — — — — 1.913 — — — — 1.912 26 1.524 41.81 — — — — 1.699 — — — — 1.699 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®CiAl 3D@ 2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 12 Postdev. to SE WQ bas Hydrograph type = Reservoir Peak discharge = 4.127 cfs Storm frequency = 25 yrs Time to peak = 19 min Time interval = 1 min Hyd. volume = 2,323 cuft Inflow hyd. No. = 11 - total runoff to SE Rmiervoir name = wq-southeast Max. Elevation = 41.87 ft Max. Storage = 3,069 cuft Storage Indication method used. Hydrograph Discharge Table (Pdrrtedvalues>=50.00%of Op.) Time Inflow Elevation CIv A Clv B Civ C PfRsr Wr A Wr B Wr C Wr D Eufil Outflow (min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 18 4.298 41.86 — — — — 4.015 — — — — 4.015 19 3.981 41.86 << — — — — 4.127 — — — — 4.127 20 3.639 41.86 — — — — 3.842 — — — — 3.842 21 3.287 41.85 — — — — 3.502 — — — — 3.502 22 2.933 41.84 — — — — 3.168 — — — — 3.168 23 2.580 41.84 — — — — 2.824 — — — — 2.824 24 2.227 41.83 — — — — 2.473 — — — -- 2.473 25 1.994 41.82 — — — — 2.174 — — — — 2.174 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 31X®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 12 Postdev. to SE WQ bas Hydrograph type = Reservoir Peak discharge = 4.888 cfs Storm frequency = 50 yrs Time to peak = 18 min Time interval = 1 min Hyd. volume = 2,928 cuft Inflow hyd. No. = 11 -total runoff to SE lvoir name = wq-southeast Max. Elevation = 41.88 ft Max. Storage = 3,096 cuft Storage Indication method used. Hydrograph Discharge Table (PriMed values>=50.00%of Op.) Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D ExfiI Outflow (min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 16 5.062 << 41.84 — — — — 3.058 — — — — 3.058 17 5.030 41.88 — — — — 4.819 — — — — 4.819 18 4.754 41.88 << — — — — 4.888 — — — — 4.888 19 4.399 41.87 — — — — 4.602 — — — — 4.602 20 4.018 41.87 — — — — 4.249 — — — — 4.249 21 3.628 41.86 — — — — 3.867 — — — — 3.866 22 3.237 41.85 — — — — 3.477 — — — — 3.477 23 2.845 41.84 — — — — 3.108 — — — -- 3.108 24 2.455 41.84 — — — — 2.725 — — — — 2.725 ...End Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D@)2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Hyd. No. 12 Postdev. to SE WQ bas Hydrograph type = Reservoir Peak discharge = 5.525 cfs Storm frequency = 100 yrs Time to peak = 17 min Time interval = 1 min Hyd. volume = 3,532 cuft Inflow hyd. No. = 11 - total runoff to SE Rwservoir name = wq-southeast Max. Elevation = 41.89 ft Max. Storage = 3,117 cuft Storage Indication method used. Hydrograph Discharge Table cPdrded values>=50.00%ofQp., Time Inflow Elevation Civ A Clv B CIv C PfRsr Wr A Wr B Wr C Wr D ExHl Outflow (min) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 15 5.394 41.85 - - - - 3.470 - - - - 3.470 16 5.558<< 41.88 - - - - 5.299 - - - - 5.299 17 5.516 41.89 << - - - - 5.524 - - - - 5.525 18 5.208 41.89 - - - - 5.370 - - - - 5.370 19 4.814 41.88 - - - - 5.030 - - - -- 5.030 20 4.395 41.87 - - - - 4.634 - - - -- 4.634 21 3.967 41.87 - - - - 4.227 - - - - 4.227 22 3.538 41.86 - - - - 3.801 - - - ---- 3.801 23 3.109 41.85 - - - - 3.375 - - - - 3.375 24 2.680 41.84 - - - - 2.973 - - - - 2.973 ...End Appendix B Pond Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D@ 2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Pond No. 2- WO North-east Pond Data Contours-User-defined contour areas.Average end area method used for volume calculation.Begining Elevation=44.00 ft Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cult) Total storage(cult) 0.00 44.00 210 0 0 1.00 45.00 496 353 353 1.50 45.50 653 287 640 1.75 45.75 737 174 814 2.00 46.00 870 201 1,015 Culvert/Orifice Structures Weir Structures [A] [Bl [C] [Prgtsr] [A] [BI [C] [D] Rise(in) = 0.00 0.00 0.00 0.00 Crest Len(tt) = 5.00 0.00 0.00 0.00 Span(in) = 0.00 0.00 0.00 0.00 Crest EL(ft) = 45.50 0.00 0.00 0.00 No.Barrels = 0 0 0 0 Weir Coeff. = 2.60 3.33 3.33 3.33 Invert El.(ft) = 0.00 0.00 0.00 0.00 Weir Type = Broad - - --- Length(ft) = 0.00 0.00 0.00 0.00 Multi-Stage = No No No No Slope(%) = 0.00 0.00 0.00 n/a N Value = .013 .013 .013 n/a Orifice Coeff. = 0.60 0.60 0.60 0.60 Exf l.rm&r) = 0.000(by Contour) Multi-Stage = n/a No No No TW Elev.(ft) = 0.00 Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(s). Stage(ft) Stage/Discharge Elev(ft) 2.00 46.00 1.80 45.80 1.60 45.60 1.40 45AO 1.20 45.20 1.00 45.00 0.80 44.80 0.60 44.60 0.40 44AO 0.20 44.20 0.00 44.00 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 Total Q Discharge(cfs) Pond Report Hydraflow Hydrographs Extension for AutoCAD@ Civil 3D®2011 by Autodesk,Inc.v8 Monday,Aug 12,2013 Pond No.4- wq-southeast Pond Data Contours-User-defined contour areas.Average end area method used for volume calculation.Begining Elevation=39.00 ft Stage/Storage Table Stage(ft) Elevation(ft) Contour area(sgft) Ina.Storage(cult) Total storage(cult) 0.00 39.00 164 0 0 1.00 40.00 844 504 504 2.00 41.00 1,378 1,111 1,615 2.25 41.25 1,538 365 1,980 2.50 41.50 1,710 406 2,386 2.75 41.75 1,946 457 2,843 3.00 42.00 2,050 500 3,342 Culvert/Orifice Structures Weir Structures [A] [B] [C) [PrfRsr) [A] [B} [CI [D] Rise(in) = 8.00 0.00 0.00 0.00 Crest Len(ft) = 41.50 0.00 0.00 0.00 Span(in) = 0.00 0.00 0.00 0.00 Crest El.(it) = 41.75 0.00 0.00 0.00 No.Barrels = 0 0 0 0 weir Coeff. = 2.60 3.33 3.33 3.33 Invert El.(ft) = 0.00 0.00 0.00 0.00 weir Type = Broad - - -- Length(ft) = 0.00 0.00 0.00 0.00 Multi-Stage = No No No No Slope(%) = 0.00 0.00 0.00 n/a N-Value = .013 .013 .013 n/a Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfll.(in/hr) = 0.000(by Contour) Multi-Stage = n/a No No No TW Elev.(ft) = 0.00 Note:CuiaeNOtirtce outflows are analyzed under inlet(ic)and oullet(oc)control.Weir risers diecited for orifice conditions(ic)and submergence(s). Stage(ft) Stage I Discharge Elev(ft) 3.00 42.00 -- -__ ._.....___..........._._..... ____ _. __ _.__ __... ______._ _. _...... _..._ 2.00 41.00 1.00 40.00 0.00 39.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 Total 0 Discharge(cfs) Appendix C August 12,2013 Water Quality Volume Calculations Reference:2004 Connecticut Storm Water Quality Manual WQV=(1")(R)(A) WQV=volume in ac-ft 12 R=0.05+0.009I 1=%impervious coverage A=site area in ac DEVELOPED NORTH-EAST: WQV=(1")(0.05+0.009*60)(1.0)=0.049 ac-ft=2,142 cf 12 Provided: 640 cf DEVELOPED SOUTH-EAST to water quality basin: WQV drainage area=(1")(0.05+0.009*58)(0.62ac)=0.0295 ac-ft= 1,288 cf 12 Provided:2,843 cf Total Water Quality Volume required:2142cf+1288cf=3,430 cf required Total Water Quality Volume provided: 640 cf+2,843cf=3,483 cf DEVELOPED SOUTH-EAST to stormceptor: WQV to stormceptor 450i=(1")(0.05+0.009*86.6)(0.30ac)=0.0207 ac-ft=902 cf 12 Water Quality Flow(WQF)to stormceptor 450i: CN = 1000 [10+5P+ 1 OQ—10(Q2+ 1.25QP)'/2] CN=Curve number P=water quality storm=1" Q=Runoff depth in watershed inches=(0.0207 ac-ft/0.30 ac)*12in/ft=0.828 inches CN= 1000/[10+5(1)+10(0.828)-10((.828)2+1.25*0.828*1)Ih] CN=98.4 Ia=0.041 (for CN=98) Ia/P=0.041/1"=0.041 qu=450 csm/in(for la/P=0.041;Tc=.I I hrs) WQF=(qu)*(A)*(Q) A=area(sq.miles)_.30 ac=0.0004688 sq.miles WQF=(450)*(0.0004688)*(0.828) WQF=0.175 cfs Stormceptor 450i treatment flow=0.4 cfs MEMORANDUM To: Michele Lipe,Town Planner Jeff Folger, Senior Environmental Planner From: Jeff Doolittle, P.E.,Town Engineer Date: 8/19/13 RE: Application 13-23P—Amoun Pita & Distribution, 361, 363 Pleasant Valley Rd. Engineering has reviewed the revised site plan received on 8/12/13 for the above site and most of my previous comments have been addressed. It appears the proposed use may not be suitable for this site as the storage area and storm water treatment swales and basins are off site. I have the following comments on the revised plans. 1. The grading for the large water quality basin and smaller northern WQ basin shows filling and grading within the 100 yr flood zone This plan does not comply with the Town regulations regarding the flood plain zone. All filling and grading for the WQ basins needs to be moved out of the 100 yr flood zone. 2. The two rip rap swales are very steep and will be difficult to stabilize in the sandy soils on site. These swales will need to be constructed with a layer of rip rap that is at least 12 inches thick, is sized for the expected storm water flows and slope of the swales. Each swale must have several flat pools to reduce the storm water velocity, prevent erosion and keep the swales stable. Each rip rap swale needs to extend to the bottom of the lower detention basin. 3. 1 did not find the detail for the proposed level spreader. 4. Maintenance access to the proposed water quality basins needs to extend around the basins to the outlet. 5. The slope to the west of the building No 363 is steeper and more area has been disturbed than is shown on the plans. This slope needs to be regraded and stabilized with topsoil and grass seed or stone or some other acceptable means. 6. The existing silt fence needs to be maintained and repaired where is has been knocked down by sediment or debris. 7. There are a lot of metal items, old vehicles and other debris by building 363 that needs to be removed from the site. 8. The existing utility pole on site by the proposed rip rap access to the WQ basins has a broken light that is not connected to any electrical wires that are visible. I suggest this pole be removed. It can be replaced with a new pole and light elsewhere if necessary. 9. The western driveway for the site is used to access the residential house but can not be used for truck traffic for buildings 361 or 363. Provide a barrier separating the proposed truck parking area to the south of the house from the residential parking and driveway south and west of the house. 10.Why is so wide a gravel fill area needed to the east of the existing driveway? The proposed area is as wide as a road. This not only disturbs a larger area but will be difficult to keep stable and maintain. 11.The proposed gravel area between building 361 and 363 has a steep slope between 10% and 17% that will lead to erosion during rain storms and normal use. This area should be paved from about elevation 62 to at least elevation 46 so it is stable and does not erode. The existing paved sloped driveway between these two buildings is in poor condition and should be regraded and repaved. 12. Provide a permanent drainage easement that will apply to both properties and be filed on the land records for the swales and water quality structures that are not on the property at 361-363 Pleasant Valley Road. The proposed Lease Agreement is not acceptable, in part because it has a finite time, can be cancelled by either party, and leaves the maintenance of the slopes and water quality structures solely up to the lessee (Amoun 361 LLC). If these water quality measures are not maintained or are removed, there are no storm water treatment measures for the property at 361, 363 Pleasant Valley Road. 13.The proposed Phase 2 sewer needs to connect to the approved sewer from building No 361 in a manhole that is downstream of the sewer connection between building No 361 and the proposed grease trap. 14.Calculations of expected sewer flows from building 363 and for the proposed pump system from that building must be submitted for review and approval. 15.The sanitary sewer connection to the building at 363 Pleasant Valley Road needs to be reviewed and approved by the WPCA. Please contact me if you have any questions. August ust 20,2013 South Windsor Planning&Zoning Commission c/o Michele Lipe,Senior Planner Torn of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 Re:AMOUN Pita&Distribution,357,361.363 Pleasant Valley RoadlA oun 361 L.L.0 I would like to postpone our presentation before tonight's Planning&Zoning Commission in order to address the latest town comments received yesterday,8T19111 This letter is also to grant you a 30-day extension to allow for us to continue€ur application at the next scheduled Planning& Zoning meeting,on September 10,2013 Sincerely, Mohsen Youssef Director,Asx oun Pita& Distribution ARTICLE 6—SITE DEVELOPMENT REGULATIONS ARTICLE 6 SITE DEVELOPMENT REGULATIONS Section Cr.1 General Provisions 6.1.1 Applicability A. These regulations generally apply to all sites located within industrial and commercial zones - spe- cifically General Commercial(GC), Restricted Commercial (RC), Restricted Office(RO), Industrial (1),I-291 Corridor Development (CD), Route 5 Travel Services (TS), and Buckland Gateway Devel- opment (GD); and to certain uses in residential zones - specifically Multi-Family(MF-A, MF-AA), Designed Residence (DRZ), and Senior Residence Development (SRD); and to non-residential uses permitted in residential zones, i.e., all uses requiring site plan approval. (See Tables 3.1.1A Residen- tial Permitted Uses, Impervious Coverage and Other Provisions, and 4.1.1A Permitted Commercial and Industrial Uses, as well as Sections 4.2 Buckland Road Gateway Zone, 4.4 I-291 Corridor De- velopment Zone,and 7.17 Senior Residence Development.) B. These regulations apply to new construction as well as to site changes. 6.1.2 Applicable Regulations A. Residential Development All streets,parking lots, access ways, sidewalks,landscaping,utilities,storm drainage facilities and other improvements shall be installed in accordance with the procedures and design standards of these regula- tions, the South Windsor Subdivision Regulations, the Town of South Windsor Roadway and Storm Drainage Standards dated January 1979, as amended and all other applicable Town of South Windsor design and construction standards.Where conflicts between these regulations and standards arise,resolu- tion shall be as determined by the Commission. B. Commercial and Industrial Development On-site improvements shall meet acceptable engineering standards. Drainage facilities shall be designed in accordance with the Town-of South Windsor public improvement specifications. 6.1.3 Off-Site improvements The Commission may require an applicant to provide reasonable and necessary traffic and pedestrian circulation improvements, and sewerage, drainage facilities and other improvements including land and easements, located off-site of the property limits but necessitated or required by the development. "Nec- essary" improvements are those clearly and substantially related to the subject development. The Com- mission shall indicate in its approval the basis of the required improvements. 6.1.4 Natural Landscape Features Due.regard shall be given to the preservation and potential enhancement of natural features,trees, scenic points, rock formations, and other assets of a community nature. All watercourses should remain in as natural a state as possible, and all land filling shall be subject to the landfill regulations of the Town. Page 6-1 ARTICLE 6—SITE DEVELOPMENT REGULATIONS ARTICLE 6 SITE DEVELOPMENT REGULATIONS Section 6A General Provisions 6.1.1 Applicability A. These regulations generally apply to all sites located within industrial and commercial zones - spe- cifically General Commercial(GC), Restricted Commercial(RC), Restricted Office(RO), Industrial (1), I-291 Corridor Development(CD), Route 5 Travel Services (TS), and Buckland Gateway Devel- opment (GD); and to certain uses in residential zones - specifically Multi-Family(MF-A, MF-AA), Designed Residence (DRZ), and Senior Residence Development (SRD); and to non-residential uses permitted in residential zones, i.e., all uses requiring site plan approval. (See Tables 3.1.1A Residen- tial Permitted Uses, Impervious.Coverage and Other Provisions, and 4.1.1A Permitted Commercial and Industrial Uses, as well as Sections 4.2 Buckland Road Gateway Zone, 4.4 I-291 Corridor De- velopment Zone,and 7.17 Senior Residence Development.) B. These regulations apply to new construction as well as to site changes. 6.1.2 Applicable Regulations A. Residential Development All streets,parking lots, access ways, sidewalks,landscaping,utilities, storm drainage facilities and other improvements shall be installed in accordance with the procedures and design standards of these regula- tions, the South Windsor Subdivision Regulations, the Town of South Windsor Roadway and Storm Drainage Standards dated January 1979, as amended and all other applicable Town of South Windsor design and construction standards.Where conflicts between these regulations and standards arise,resolu- tion shall be as determined by the Commission. B. Commercial and Industrial Development On-site improvements shall meet acceptable engineering standards. Drainage facilities shall be designed in accordance with the Town of South Windsor public improvement specifications. 6.1.3 Off-Site Improvements The Commission may require an applicant to provide reasonable and necessary traffic and pedestrian circulation improvements, and sewerage, drainage facilities and other improvements including land and easements, located off-site of the property limits but necessitated or required by the development. "Nec- essary" improvements are those clearly and substantially related to the subject development. The Com- mission shall indicate in its approval the basis of the required improvements. 6.1.4 Natural Landscape Features Due.regard shall be given to the preservation and potential enhancement of natural features,trees, scenic points, rock formations, and other assets of a community nature. All watercourses should remain in as natural a state as possible, and all land filling shall be subject to the landfill regulations of the Town. Page 6-1 1540 Sullivan Ave. South Windsor, CT 06074 TOWN OF • Phone: (860)644-2511 ext. 248 . DEPARTMENT Fax:(860)644-7280 NEN0FsQ TO: Michele Lipe,`Town Planner FROM: Sherry McGann, Environmental Health Officer DATE: September 4, 2013 RE Appl 13-23P Amoun Pita Distribution Road Service, 363 Pleasant Valley Road A Septic System Inspection Report was submitted to this office documenting an inspection conducted by Wastewater Services on August 28, 2013 of the system located at 363 Pleasant Valley Road. The inspection report revealed the following: 1. Septic system is functioning but is not necessarily sized to today's standards. It was reported that solids were infiltrating the leaching fields. The single compartment septic tank was reported to be structurally sound. 2. Need for Component Replacement and/or modification. The septic tank did not have a riser to grade or a cover. Per CT Public Health Code all existing septic tanks that exceed a depth of 12 inches below grade are required to be retrofitted with a riser at the time of the tank cleaning. Upon review of the report, the health department has determined that the existing system can be utilized; however, a riser to grade with a cover must be installed. Health department approval will be contingent upon the installation of the riser/cover and the phase 2 connection to the public sewer system at a future date. If the existing septic system fails prior to the planned connection, the building will be required to connect to the public sewer system. DRAINAGE`EASEMENT AND RIGHT TO DRAIN KNOW ALL MEN BY THESE PRESENTS,That, Dennis Botticello John D. LaBelle Jr;and David P,zubow, Go-Trustees of the 11t1arital Trusts A and B under the Anthony Botticeilo Revocable Trust B OAG dated July 20, 2001, (hereinafter referred to as"Grantor"),for the consideration of ONE($1.00),DOLLAR and other good and valuable consideration, received to its-full satisfaction of Amoun 361 LLC, a Connecticut 'limited liability company with an office in South Windsor Connecticut-(hereinafter referred to as"Grantee')which consideration includes aright for Grantor-to drain surface water from its property onto property of Grantee known as 357-361-363 Pleasant Valley Road, South Windsor, Connecticut, pursuant to the terms hereo€does hereby give,grant, bargain, sell and confirm unto the said-Grantee, its successors and assigns, and the heirs, administrators, executors,'successors and assigns of said successors and assigns, a drainage easement to construct, use, operate, repair,alter, replace, maintain and protect surface and subsurface drainage`facilities and appurtenances thereto in and through a certain Easement Area on property`of Grantor which is more particularly bounded and described on Schedule A attached hereto and made a:part hereof: Together with the right to Incorporate in such drainage facilities such appurtenances as Grantee or the Town of South Windsor may determine. This Easement is subject to any and all provisions of any ordinance, municipal regulation or public or private law. This Easement is a perpetual, unrestricted right to discharge surface waters and runoff from Grantee's said Property into the easement area and to allow such waters and drainage to flow therefrom onto other laird of Grantor in such course as the waters and runoff may follow in their natural course and then into the Podunk River. The above described Easement includes the right to enter in and upon said easement area to pass and re-pass over the same and excavate therein for said purposes hereinabove and hereinafter described. Said Grantee shall have the right within said Easement'Area to disturb the sail and ground cover located therein, and to perform other work necessary or convenient for the servicing, maintenance, inspection, use, operation, repair, alteration, replacement or protection of said drainage facilities and appurtenances thereto. Grantor herein reserves to itself, its successors and assigns, and the heirs, administrators, executors,successors and assigns of said successors and assigns forever,the right to continue to use the land within which theaforesaid easement has been granted for any uses or purposes which shall not in anyway interfere with the use thereof by Grantee, its successors and assigns, in fulfilling the purposes for which this easement is granted'and Grantee grants to Grantor, their successors and assigns and heirs, administrators,executors, successors and assigns of them forever, the continuing;' right to drain surface water from approximately 22,000 square feet of Grantors property 1 STATE OF CONNECTICUT ss. COUNTY OF HARTFORD On , 2013, before me, the undersigned, personally appeared Dennis Botticello, who acknowledged himself to be the Co-Trustee of the.Marital Trusts A and B under the Anthony Botticello Revocable Trust B UAG dated July , 209 2001 and that he, as such Co-Trustee, being authorized so to do,executed this instrument for the purposes herein contained, oy signing the name of the Trust by; himself as Co-Trustee, as his free act and deed of such Trust. In witness whereof, I have hereunto set my hand. Commissioner of the Superior Court Notary Public my Commission expires: STATE OF CONNECTICUT COUNTY OF HARTFORD On , 20-13, before me, the undersigned,personally appeared,, John D.Labelle Jr. who acknowledged himself,to be the Co-Trustee of the Marifat Trusts A and B under the Anthony Botticello Revocable Trust B UAG dated July 20,2001 and that he, as such Co-Trustee, being authorized so to,do, executed this instrument for the purposes herein contained, by signing the name of the Trust by hlmseif as Co-Trustee, as his free act and deed of such Trust. In witness whereof, l have hereunto set my hand. Commissioner of the Superior Court Notary Public My Commission expires: 3 SCHEDULE A DRAINAGE EASEMENT AREA Commencing at a point in the Southerly property fine of property of Amoun 361 L:LC thence South 36 16' 34" West a distance of 44.05 feet to a point; thence North 53°. 43'26" West.a-distance of 20 feet to a point; thence North 360 16'34"East a distance of 40'to a point; thence South 65' 11' 11" East a distance of 20.41- to-the point or place of be, The Easement Area is shown as Drainage Easement in favor of Amoun 361 LLC On a crap or-plan entitled"SITE PLAN/DEVELOPMENT,PLAN PREPARED FOR: AMOUN PITA& DISTRIBUTION 357,631,363 PLEASANT VALLEY ROAD, SOUTH WINDSOR, CONNECTICUT DATED MAY 21 f 2013 SCALE 1"=20'" last revised 9f19/13:Sheet C•1 5 LEASE AGREEMENT BETWEEN Dennis Botticello,John.D. LaBelle Jr. and David P Zubow, Co-Trustees of the Marital Trusts A and B under the Anthony Botticello Revocable Trust'B UAG dated July 20, 2001 and Amoun 361 LLC DATED: August ,2013 17. Lessor's Right of Entry Page 8 18. Persona! Property Taxes . . _ _ Page 8 19., Non-Waiver Page 9 20. Alterations _ Page 9 21. Acts of Goad. etc . . . . . . . . . . . . . . . . . . > Page 9 22. Commercial Transaction PJR Waiver . _ Pa e '23. Waiver of Subrogation . . . Page 9 24. Bankruptcy . . Page 10 25. Broker . . . Page 10 26. Estoppel Statements . . . . . . ... . . . . . . . . . . . . . . Page 10 27. Hazardous Use Page 1 j28. Compliance with Law and Use . . . . . . . . - .. __ . . Page 11 A. Comoliance with Law and Restrictive Covenants . . . . . . . Page 11 B. Preservation of Licenses. etc __ Page 11 C. General Restrictions Upon Use Page 11 29. Mechanics` Liens . _ - - - -- -- Page 12 A. No Lessor's Liability . . . . . . . . . . . . . . . . . . . . . ... . . . Page 12 B. Notice to Mechanics _ _ . . . Page 12 3Q. Qartial Payment _ - - __ _ Page 12 31. No Joint Venture . . Pace 12 32. Requested Amendment Page 12 33. No Power to Charge Reversion . . Pape 12 34. lnlunclve Relief Page 12 35. Avoidance of Lease Page 12 36. Waiver of Rights . . Page 13 ii THIS INDENTURE THIS AGREEMENT made this day of August, 2013 by and between Dennis Botticetto, John D. LaBetle Jr. and David P. Zubrow, Go-Trustees ofWarital Trusts A and B under the Anthony Botticello Revocable Trust UAG dated July 20 2001 care of Attorney John D. LaBelle.Jr., 243..Main Street, Manchester, CT 06042 (hereinafter referred .to as the "Lessor") and -Amoun 361 LLC'of 361 Pleasant Valley Road, South Windsor, Connecticut 06074 (hereinafter referred to as the "Lessee"). WI TNESSETH: 1, remises. The Lessor, for and In consideration of the rents and covenants hereinafter reserved`and contained, and to be paid, kept and fulfilled on the part of the Lessee, has let, and by these presents does grant, demise and lease unto the Lessee the a';portion of its property fronting on Pleasant Valley Road and running to the Podunk River; in South Windsor, Connecticut, a s described on` Exhibit A attached hereto and made a part hereof (hereinafter referred to as the "Premises"). The Premises are to be improved by Lessee as:shown. on the approved Site. Plan. The Premises is to be used for the storage of registered vehicles and trailers for storage that are actively related to the businesses of Lessee on its adjacent property. The .Premises are to be kept clean and orderly and free from junk and/or debris. The lessor reserves for itself,its successors and assigns the right at all times to cross the Premises on foot or with vehicles to access its property`abutting the leased Premises and the right to install utilities within, on, above or under the Premises. The Lessee shall. cooperate:.with the Lessor to facilitate any such access or installation of utilities. 2, Term and Rent. A. The temp of this Lease shall be for a period of ten (10) years commencing on the first day of September, 2013, and ending on the 31 st day of August, 2013. B. The Lessee agrees to pay to the Lessor during the term of this Lease annual fixed rent as follows: An up front :payment of $10,000 prior to Lessee's commencement of any work on the Premises or its use thereof. After the $10,000 is paid, Lessee shall :pay on July 15` of each year a rental amount equal to any increase in real estate taxes over the taxes on the Grand List of October 1; 2012 arising from or attributable to Lessee's occupancy or improvements to the Premises. 3. Quiet Enjoyment. The Lessor covenants with the Lessee that the Lessor has good right to lease the Premises in manner aforesaid, and that the Lessor will suffer Pagel (2) The Lessee voluntarily assigns this Lease or subleases the Premises, or any part thereof, without-the prior written approval of the Lessor. (3) The Lessee fails to observe or perform any of the other covenants, conditions or provisions of this Lease to be. observed, or performed by the Lessee, and the Lessee fails to cure such default within thirty(30)days after notice thereof in writing to the Lessee or, if such default cannot be reasonably cured within thirty (30) days, unless the Lessee begins such cure within thirty (30) days and diligently pursues such cure to completion. (4) A receiver, trustee or:'liquidator of the Lessee or,of all or substantially all the property of the Lessee .or of Is interest in the 'Premises shall be appointed in any proceeding brought by the :Lessee, or.if any such receiver, trustee.. or liquidator shall be appointed in any proceeding brought against the Lessee' and if such receiver, 'trustee or liquidator shall not be discharged within sixty (60) calendar days after such appointment. (5) The occurrence of any other event which is defined as a default elsewhere in this Lease together with the passage,of the applicable grace period, if any, without cure 6. Remedies. Upon the, occurrence of any one (1) or more such events of default, the; Lessor may, at its election, terminate this Lease pursuant to the following provisions: A. A. Termination of Lease. (1) The Lessor shall have the right, at its election, to terminate the term of this Lease on a date specified in a notice from the 'Lessor to the Lessee. Upon the giving of such notice, the Termination Date hereof shall be the date specified. in such notice. On such date all right, title and interest of"the Lessee hereunder shall thereupon expire, and the Lessee shall then peaceably and quietly quit the Premises and surrender the same to the Lessor, but the Lessee shall remain liable for all economic obligations under the Lease for the balance of the term. In the event any such 'notice is given, the Lessor shall have the immediate right of re-entry and possession of the Premises and the right, pursuant to the provisions of Paragraph 6:8., to remove all persons and other property therefrom, and the Lessor will not be liable for any damages resulting thereby, and the Lessee waives any and all claims in connection therewith. (2) Upon termination of this Lease, the'Lessor, at its option, shall be. entitled to recover as damages notwithstanding any other provisions of this Lease or applicable law to the contrary (in`lieu 'of all other claims for damages on account of the termination of this Lease), as and for liquidated damages an amount equal to the total of: plus (a) All sums due and payable by the Lessee on the date of termination; plus Page 3 such action or any other act or acts resulting in the termination of the Lessee's right to possession of the Premises,shall not relieve the Lessee from the Lessee's obligation:to pay all sums due hereunder during the balance of the terra or any extension thereof, except as herein expressly provided_ (4) If the Lessee at,any time fails to.perform any act on its part to be made or performed under this Lease, the;Lessor may, but shall not be obligated to, after reasonable notice or demand and without waiving or releasing the Lessee from any obligation under this Lease, make such payment or perform such act to the extent that the Lessor may deem desirable and in connection therewith to. pay expenses and employ counsel. All sums so paid by the Lessor shall be-deemed Additional Rent and shall be payable upon demand, together with interest thereon at the rate of twelve (12%) percent per annum or the highest applicable rate permitted by law, if any, whichever, is less. Unless caused by the Lessor's gross negligence or willful misconduct, the Lessor shall not in any event be liable for any damages incurred by the Lessee by reason of the L:essoes;performance hereunder. - (5) Nothing herein contained shall be deemed to require the Lessor. to;wait to begin such action or other legal proceedings until the date when this Lease would have expired had there been no;such default by the Lessee. 7. Waiver of Notice. It is further agreed between the parties hereto, that whenever this:`Lease shall terminate either by lapse of time or-by virtue of any of the express stipulations therein, the Lessee hereby waives all right to any notice to quit possession, as prescribed by the statute relating to summary process. 8. Repairs to Premises. A. It is further agreed between the parties hereto, that the Lessee is to comply with, and conform to, all the Laws of the State of Connecticut, and by-laws, rules nd regulations of the City and Town within which the Premises hereby leased are-sit I uated, relating to Health, Nuisance, Fire, Building ,Codes, Highways and Sidewalks, so far as the Premises hereby leased are, or may be concerned; and to save the Lessor harmless from all`.fines, 'penalties and costs for violation of or non-compliance with the same, caused by any act or failure to act of the Lessee. B. The Lessee is to pay for all repairs, replacements and maintenance required at the Premises including, but not limited to the gravel parking areas and the water quality and drainage facilities. The Lessee agrees to make and perform, at - the Lessee's ,expense, all repairs, as the case may be to both-as well as to landscaping that is installed pursuant to the plans. The Lessee shall abide by all terms, conditions and requirements of all zoning, inland wetlands or other governmental permits issued for the Premises. C. The Lessor shall have no responsibility to repair or maintain the Premises. - Page 5 negligence. The Lessee shall and will, at the Lessee's own cost and expense, defend any and all such suits that may be brought against the Lessor or the owner of record or in which the Lessor or owner of record may be impleaded with others and shall and will satisfy, pay and.discharge any and all judgments that may be recovered against the Lessor,,in any such action or actions in which the Lessor, may be a party defendant. It is agreed between, the parties that the Lessee shall carry public liability insurance coverage of not less than One Million ($1,000,000.00) Dollars for injuries to any. one (1) person and any one (1) accident, and Two Hundred Fifty Thousand ($254,000.40) Dollars property damage insurance on its<property of the Premises. 14. .imitation win Lessor's `Liability and Lessge's Indemnity A. Limitation on Lessor's Liability. The Lessee shall look solely to the Lessor's" then equity interest in the Premises at the time owned for recovery of any judgment from the Lessor; it being agreed that neither the Lessor (original or successor), nor any partner, (general or limited), member, associate, participant, principal, agent, employee or other fiduciary, beneficiary, officer or other person or entity in or of any partnership, association,-joint venture, corporation or other entity,Trust.or Estate from time to lime owning the Lessor's interest in this Lease, shall ever be personally liable for any such judgment or for the payment of any monetary obligation to the Lessee (it, being agreed by the Lessee that such exoneration from personal liability is and shall be absolute and,complete with no exception whatsoever). The Lessee specifically understands and agrees that the Lessor, except if same is as a result of the Lessor's gross negligence or willful misconduct, shall not be liable to the Lessee for any loss, cost, damage or expense sustained or incurred by the Lessee on account of any failure by the Lessor to comply with the provisions of this Lease, and the Lessee hereby,expressly waives any claim to indemnification and the like. In no event shall the Lessor ever be liable to the Lessee for any indirect,: special or consequential damages by reason of the Lessor's breach- or default of the terms of this Lease or otherwise. To the maximum extent this agreement may be made 'effective, the Lessee agrees to indemnify and save the Lessor harmless from and against all claims of whatever, nature arising in the Premises from any willful misconduct, negligence, violation of this Lease, omission of the ;Lessee or otherwise, or of the Lessee's contractors, licensees; agents, invitees, servants or employees, or arising from any accident, injury or damage 'whatsoever caused to any person or to any,property, occurring after the commencement of this Lease term and until the end of this Lease term and:thereafter, if same are as a result of any act or failure to act of the Lessee, the Lessee's contractors, licensees, agents,-invitees, servants or employees, except as to the gross negligence or .willful misconduct of the Lessor, its agents, servants or employees. This indemnity and hold harmless agreement shall include indemnity against all costs; expenses and liabilities incurred in or in connection with any such claim or proceeding brought thereon, and the defense thereof with counsel acceptable to the Lessor's or the Lessee's:insurance ,carrier, as the case may be. Page 7 taxes applicable thereto. The Lessee shall pay the Lessor the taxes attributable to the Lessor's.,personal property within ten (10) days after receipt of a written statement setting forth the taxes applicable thereto: The Lessor will furnish:the.Lessee upon request;a copy of a receipted tax bill for any such taxes paid by the'Lessee. Failure of the Lessee to pay the foregoing, when due, shall be a default hereunder. The Lessee agrees to reimburse the Lessor for that portion of said taxes'commencing from the commencement Aate of this Lease. Said reimbursement shall be, -made to the Lessor prior to the Lessee's`taking occupancy hereunder. The Lessee'shall provide the Lessor with evidence that such taxes and assessments have been paid within thirty(30) days of the due date thereof. The Lessee's obligation to pay taxes hereunder' shall be considered additional rent. 19. Non-Waiver. It is agreed and understood that no delay or delays,in the payment of the rent reserved in manner and/or time-stipulated; and no failure of thetessor to enforce the provisions of this Lease upon -such occasion, or in the case of default of arty covenants herein contained on the part of the Lessee to be performed; shall be construed as creating a custom of deferred payments or a waiver of any of the provisions of this Lease or the Lessor's right to terminate this Lease or otherwise enforce the provisions thereof. 20.. Alterations. The Lessee shall have the right to make such alterations as are necessary to complete the approved 'site plan. 21. Acts of God, etc. The Lessor shall not be liable to anyone for cessation of any service to the Premises. 22. Commercial Tfansaglign RJR Waiver. The Lessee herein acknowledges that this Lease is a commercial transaction and waives right_ o notice and hearing under Connecticut Public Act 73-431 as amended yvith respect to any`Prejudament Remedy or as otherwise allowed by the 'law of any State or Federal law. 23. Waiver of Subrogation.- The Lessor hereby releases the Lessee, tol the extent of insurance coverage, from any and all liability for any loss or damage caused by fire or any of.the so-called all risk coverages, ,even if such fire or other loss shall be brought about by the fault or negligence, of the Lessee or any persons claiming under the Lessee; provided however, this release 'shall be in force and effect only with respect to loss or damage occurring during such time as the Lessee's policies of fire and so-called all risk insurance shall contain a clause to the effect that this release shall not affect said policies. or the right of the lessor to recover thereunder. The Lessee agrees that the fire and so- called all risk insurance policies will include such a clause so long as the same is obtainable. The Lessee hereby releases the Lessor, to the extent of insurance coverage, from any and all liability for any loss or damage caused :by fire or any of the so-called all risk coverages, even if such fire or other loss shall be brought about by the fault or negligence of the Lessor or the Lessor's agents; provided however, this release shall be in force and effect only with respect to loss or damage occurring at such time as the Page 9 of construction, land use, waste,disposal and storage, the maintenance and operation of the Premises and the conduct of the lessee's business. The Lessee will not cause or permit to be caused any act or practice; by negligence, omission or otherwise, that would adversely affect the environment or do anything or permit anything to be done.that would violate any of said laws, regulations or guidelines. Any violation -of this Paragraph 27 shall be considered a default under this Lease. The Lessee shall indemnify and hold the Lessor harmless from and against any and all loss, cost, damage or 'expense,, including reasonable attorneys' fees,incurred by the Lessor arising from and after the date hereof out of or in anyway connected with the application of any such Federal, State or local laws . or,regulations to the Premises, the building or the project due to the Lessee's use thereof, which.is in violation of any of,the same. If the Lessee shall generate any hazardous'.waste, the Lessee shall provide the Lessor with evidence that it has an annual contract providing for the proper disposal of hazardous waste as same is defined in Federal and State laws and regulations. The Lessor represents; that to its knowledge, information and belief, there are no present violations of any said laws, rules or regulations. 28. Compliance with Law and-Use. A. Compliance with Law and Restrictive Covenants. The Lessee shall., at the Lessee's expense, comply promptly with,and shall not use the Premises in violation of, any and all applicable Laws and insurance company requirements regulating the use by the Lessee of the Premises and shall at the Lessee's expense obtain any and all licenses and permits necessary for any such use. The Lessee shall not use or permit the use of the Premises in any manner that will tend to create waste or a public or private nuisance, or which shall tend to unreasonably disturb others. The Lessee shall, promptly upon discovery of any such use or occupancy, take all necessary steps to discontinue or to compel the discontinuance of such use, at its own cost and expense. B. Preservation of Licenses. etc. The Lessee shall observe and comply with all conditions and requirements necessary ,to preserve and extend any and all rights, licenses, permits(including but not limited to zoning variances, special exceptions and non- conforming uses), privileges, franchises and concessions which are now applicable to the Premises or which have been granted to or contracted for by the Lessor in connection with any existing or presently contemplated' use of the Premises. C. General Restrictions Upon Use. In regard to the use and occupancy of the Premises, the Lessee shall not: (i) place or 'maintain any merchandise, trash, refuse or other articles on the exterior of the Premises so as to obstruct any driveway, walkway or any other Common Areas; (ii) use or permit the use of any objectionable advertising medium such as, without limitation, loudspeakers, phonographs,` public address systems, sound amplifiers, radios, televisions or other broadcast mechanisms anywhere on the Premises in such a manner that any sounds reproduced, transmitted or produced shall be directed primarily beyond the interior of the Premises; (iii) permit undue accumulations of garbage, trash; rubbish or other refuse within the Premises or the Property; (iv) cause or permit objectionable odors to emanate or be dispelled from the Premises; (v) receive or ship articles of any kind outside the designated loading area for the Premises; (vi) use the walkways, sidewalks or other areas of the Premises for the sale or display of any merchandise -or for any other business, occupation or undertaking; (vii) use or permit the Page 11 affecting the Lessee or any,assignee' of the Lessee in any such proceeding and not- withstanding . an action with y respect to this Lease which may be taken by any trustee .or receiver of the Lessee or of any assignee of the Lessee. in any such proceeding or by any court in any such proceeding. 36. Waiver of Rights. The Lessee hereby waives for itself and all those claiming under it any rights which it may;have under any present or future constitution, statute or rule of law: A. To redeem the Premises after termination of the Lessee's rights of occupancy by order or judgment of any court or by any legal process or writ. B. To a trial by jury in any action proceeding or counterclaim brought by either of the parties hereto against the other or any matters whatsoever arising out of or in any way connected to this Lease. 37. Notices. All notices or demands given or-required to be given hereunder shall be in writing, and sent by United States registered mail, postage prepaid, or by courier addressed to the party to be affected thereby at the following addresses: Lessor: Attorney John 'D.LaBelle Jr. 243 Main Street Manchester, CT 06042 Lessee: Attn. Mohsen Youssef Amoun Pita 361 Pleasant Valley Road South Windsor, CT 06074 provided that either party by like written notice may designate any,different address to which subsequent notice shall be sent. 38. Definitions. Words of gender used in this Lease will be held and construed to,include any other gender and words in the singular number shall be held to include the plural unless the context requires,otherwise. The term "person" when used in this Lease shall mean any individual, corporation, partnership, firm, trust, joint venture, business association, syndicate, combination, organization or other person or entity. The term "business day",when used in this Lease shall mean any day other than Saturday, Sunday. or any legal holiday under the laws of the United States or State of Connecticut. 39. No Merger. The voluntary or other surrender of this Lease by the Lessee, or a mutual cancellation thereof, shall not work a merger, and shall, at the option of the Lessor, terminate all of any existing subtensncies or may, at the option of the Lessor; operate as an assignment to the Lessor of any or all of such sub-tenancies. There shall be no merger of this Lease or of the leasehold estate created with.the fee estate in the Premises or any part hereof by reason of the fact that the same person may acquire or -hold, directly or indirectly, this Lease or the leasehold estate hereby created or any interest in,this Lease or in such leasehold estate as well as the fee estate in the Premises or any Page 13 Lessor and the Lessee, and no act or omission of any employee or agent of the Lessor shalt alter,change or modify any of the provisions Hereof: 50. Entire Agreement. This Lease .and €he Exhibits hereto contain all agreements of the parties with respect to any matter mentioned herein;or therein. No pr+or agreement or understanding pertaining to any such matter shall be effective: This Lease may be modified in writing only' signed by the parties in interest at the time of the modification. IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of August, 2013' Signed, sealed and delivered in the presence of: LESSOR: By By By LESSEE: AMOUN 3G1 LLC By Mohsen Yo.ussef Its Director, duly authorized Page 15 SQ�N sF4 t 6 w� 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074 �l�OSOR'c°`� TELEPHONE(860)644 2511 Certified#7011 1570 0000 6336 2752 September 19,2013 Karen Isherwood,PE Isherwood Civil Engineering 58 Ordway Drive South Windsor,CT 06074 RE: Modification to Appl'#13-23P AMOUN Pita,361 Pleasant Valley Road Dear Ms.Isherwood: At the September 18, 2013 regular meeting, the Inland Wetlands Agency/Conservation Commission approved Modification to Existing Permit- Appl.# 13-23W—Amoun Pita & Distribution -361, Pleasant Valley Road — Inland Wetland/Conservation Commission application for the construction of a entrance drive and storage yard for an, existing industrial site.and associated improvements on property located southerly of Pleasant Valley Rd.-and easterly of Jeffrey Drive, Industrial (1) Zone, with the following_ conditions: . 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. -This must be completed within 65 days of approval prior: to any construction activity on the site. Plans submitted to Planning &Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any -liability,which might result from the proposed operation or use: 3. The permit is 'valid for five years and shall expire on July 17, 2018. : It is the landowners)/applident(s)responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. A bond shall be collected in the amount of$30,000 for establishment of the!stormwater system. A bond shall be collected in the amount of $20,000 to ensure adequate erosion control is constructed and maintained through the construction process. A bond shall be collected in the amount of$10,000 to ensure proper establishment of habitat plantings as mitigation. 5. All approvals required must be obtained and submitted prior to:any activity on the site. 6, A contact person shall be identified on the plans. 7. All the swales must be stone lined. . 8, Habitat plantings and a plant list must be provided and approved by town staff. 9. A maintenance plan for all the water quality structures is to be included, showing,access and stating who is responsible for the maintenance of these basins: 10. An overall approval condition is incorporation of Jeff Doolittle's 7117/13 memo to Jeff Folger, Senior Environmental Planner, with specific requirements to be put in place as applicable as an approval condition. 11. Establishment of maintenance procedures to ensure contaminated wastewater and materials from inside the building is contained and collected,and disposed of offsite. Page 2 Appl.#13-23P AMOUN Pita Modification 12. A structure must be installed at the overhead door opening that will prevent automotive fluids or wash water from escaping the building. 13. The twin culverts within the Podunk River channel must be cleaned of debris that has accumulated in front of and on top of the culverts. 14. Clarification of the proposed slope stabilization erosion control as slated.in#5 on the:plans: Very truly yours, INLAND WETLANDS'AGENCYI CONSERVATION COMMISSION Elizabeth Warren,Chairperson. EW/dt cc: Town Planner Chief Building Official Appl #13-23P, AMOUN PITA Site Plan 9-24-13 Planning Department Report 1. This is a request for approval of a site plan modification for changes previously approved use of one of the existing industrial buildings for pita making operation, and the applicant is requesting a DMV general repairer's license for truck repairs to take place in the building at 363 Pleasant Valley Road (which is the rear building). This previous owner building had this use approved in the 70's. 2. With the original site plan, a lease agreement had executed to allow the business at 363 Pleasant Valley to continue utilizing the Botticello property,to the east, for truck storage. Since the time of the original approval, the property has changed hands and we have received a draft of the new lease giving this owner the rights to use additional land for a gravel parking area. We recommend the PZC require the execution of the lease prior to any more activity on site. In the event the lease is not executed, the applicant will need to address the encroachments of the access drive and provide parking for the vehicles that currently utilize that site on his existing site. 3. Maximum impervious coverage allowed is 65%, 64.6%proposed. The parking requirement has been broken down for the residence, office; manufacturing and vehicle repair uses on this property requiring 20 spaces. The applicant is providing 20 spaces (including 2 handicap spaces); however some of the spaces for 363 are in front of garage doors and should be relocated. P ^@-- Moot the Hiffi -a f •9 X-4Q"Y�t. 4. We had requested that the applicant provide a separation from the two residential spaces and the large trailer parking area; however no separation has been shown on the plans. Our concern is that a circular drive has been created and there should be no trucks entering from the western most drive. Also, the trailer spots that are shown on the westerly side of the property, in between the house and first building, are not screened from the public way. Staff request that a barrier at the end of the trailer parking so that truck traffic is not entering from the western most drive. We would also request that the proposed 8 foot fence be relocated behind the house to separate the industrial use form the residential use on the property and provide for better screening of the outdoor storage. 5. Other changes involve the expansion of the gravel parking area along the entire easterly side of the drive on the adjacent property for additional truck parking. There is no landscaping treatment proposed to screen the outdoor storage. How are the trucks proposed to be stored off of the access drives going to be screened from the road? 6. There is no new lighting proposed; however a recent site visit indicates that new lighting has been added to the light pole along Pleasant Valley Road and does not i appear to be in conformance with the town lighting regulations.. The applicant should address this. 8. The applicant has recently taken out a new sign permit and has proposed to embellis the existing sign; however they still need to finish the required embellishments by adding the brick to the base as submitted on the approved sign design. 7. There are no regulated wetlands on the property; however some of the work proposed is within the 80 foot upland review area. The applicant received IWA/CC approval on September 18 with the several approval conditions including bonds in the $30,000 for establishment of the stormwater system $20,000 to ensure adequate erosion control is constructed and maintained through the construction process and $10,000 to ensure proper establishment of habitat plantings as mitigation. I have distributed a copy of the IWA/CC approval so you can see other conditions required, 8. Water and septic currently serve the industrial buildings. The middle building(the pita building) has approval to connect to town sewers; however the.rear building will remain on septic and will connect to sewers at a later time. Sherry McGann, the town sanitarian has reviewed the septic system analysis and has submitted the following comments: READ SHERRY'MEMO 9. The Fire Marshal has reviewed this proposal and does not have any concerns. 10.The temporary storage trailer unit on the westerly side of the building at 363 Pleasant Valley Road will have to be relocated out of the side setback. All dumpsters must be placed on a concrete pad and screened. Staff has no additional modifications to request. 2 10W N Sf4 o 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �OSORTO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7011 1570 0000 6337 3994 September 30, 2013 Amoun 361 LLC c/o Karen Isherwood Isherwood Civil Engineering 58 Orway Drive South Windsor, CT 06074 Dear Ms Isherwood: Re: Appl. 13-23P,Amoun Pita Distribution Site Plan Modification and Amoun Road Service Department of Motor Vehicle License We are pleased to advise you that the Planning & Zoning Commission voted on September 24, 2013 to approve with modifications the above referenced application. This approval is for a site plan modification for changes previously approved for use of one of the existing industrial buildings for a pita making operation and a DMV general repairer's license for truck repairs to take place in the building at 363 Pleasant Valley Road. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. A landscape bond in the amount of$1000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 4. All bonds must be in one of the forms described in the enclosed Bond Policy. 5. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 8. The building street number must be included on the final plan. 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 10. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 11. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS §14-311). 12. Engineering comments dated 9/24/13 must be incorporated into the final plans. 13. At such time as the lease with the abutting property owner expires or is not renewed, the applicant will have to demonstrate compliance with the zoning requirements. Proof of lease must be presented to the Planning Department upon renewal. In the event the lease is terminated, the applicant must notify the Planning Department within 10 days and the site brought into compliance with current zoning regulations. 14. Any new lighting added to the site must be in conformance with the zoning requirements 15. The septic for 363 Pleasant Valley Road must be repaired as stated in the memo by Sherry McGann, Town Sanitarian. In the event the septic system for the building at 363 Pleasant Valley Road falls, the building will be required to be connected to public sewers and will be subject to WPCA approval. 16. Temporary storage trailer to the west of 363 PV Rd must be relocated out of the side set back. 17. All dumpster on site must be placed on a concrete pad and screened. 18. Parking spaces shown in front of the overhead doors must be relocated somewhere else on site. 19. All miscellaneous scrap material in front of 363 PV Rd (where parking is shown)must be removed from the site. 20. The residential parking area must be separated with a barrier from the truck parking area. 21. The sign embellishments submitted with the sign permit must be completed. Black and white transparent mylar of Sheet # C-1 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to this Commission. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylar. After the mylar have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz cc: Town Engineer Chief Building Official Assessor Fire Marshal Ahmed Abdelbaset PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 06/11/13 CUSTOMER#: 000000000 TIME: 16:17 CLERK: laurenlz RECPT#: 20629700 PREV BAL: TP/YR: MS/2013 AMT PAID:BILL: ADJSTMNT 110.00 EFF DT: 06/11/13 BAL DUE: : PERMITS/INSP PAYMENT -----------------TOTALS PRINCIPAL PAID: -- INTEREST PAID: 110.00 ADJUSTMENTS: •00 DISC TAKEN: •00 .00 AMT TENDERED: AMT APPLIED: 110.00 CHANGE: 110.00 .00 PAID BY: AMOUN 361 LLC PAYMENT METH: CHECK PAYMENT REF: 1180 PERMITS/INSP PAYMENT RECPT#: 20626150 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 04/04/13 TIME: 09:02 CLERK: laurenlza DEPT: CUSTOMER#: 0 PARCEL: CHG: DEP DEP FEE 125.00 AMOUNT PAID: 125.00 PAID BY: PAYMENT METH: CHECK 107 REFERENCE: AMT TENDERED: 125.00 AMT APPLIED: 125.00 CHANGE: .00 oP h� TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM Application Number: ./� J REM Official Receipt Date: `� 9 Z O P 3 �� U� APR 0 3 2o t3 Munis Application #: a l 3 46 3S5 ,n 1 `�� 80il�H 80R FIAtVt'�IY4 OEPT. APPLICANT: Amoun Road Service c/o Ahmed Abdelbaset - ----RROJ_ECT 1VAME:- --Amoun Road Service._-- ---- ADDRESS: 363 Pleasant Valley Road, South Windsor, CT 06074 OWNER OF RECORD ON LAND RECORDS: Amoun 361 L.L.C. ADDRESS: 361 Pleasant Valley Road, South Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: 357,361,363 Pleasant Valley Road, South Windsor, CT 06074 GIS PIN # 72900357 ZONE I NAME, ADDRESS, TEL & FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Karen Isherwood, P.E.; Isherwood Civil Engineering, 58 Ordway Dr., S.Windsor, CT 06074 (860)640-4064 Estimated presentation time: 15 min. THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required, Certificate of Mailing) ❑ Open Space Subdivision/Resubdivision (Public Hearing Required; certificate of mailing) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required)❑ Minor ❑ Major ❑ Conditional Subdivision Approval ❑ Special Exception to Table (Public Hearing, Certificate of Mailing) ❑ Site Plan of Development ❑ General Plan of Development ® Dept of Motor Vehicle License - State Hearing per Section 14-55 for Automotive Repair License ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16 - Public Hearing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit for (Public Hearing Required) ❑ In Law apartment/Accessory Apartment (Public Hearing Required) ❑ Major Home Occupation for (Public Hearing Required) ❑ Other (explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. YNOY1S�v, IQW4 (Vk" �Ousf-'P— Signature of Applicant Signature of Property Owner PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 4-5-13 TO: Matt Galligan, Fred Shaw, Michael Gantick, Rich Bond,Walter Summers,Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Sherry McGann, Ron Asselin, John Caldwell, Dennis Sheridan FROM: Michele Lipe,AICP, Town Planner The Planning&Engineering Departments have received plans for the following projects: Appl 13-13P,Amoun Road Service Location: 363 Pleasant Valley Road ® Site Plan ❑ Subdivision No. Acres 1.6 Zone I ®Industrial ® Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ❑ Public ® Septic System Project Description: Re-use 5,000 sq ft building for truck repair business Future Town-owned property involved? ❑ Yes ®No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 4-19-13 and return to the Planning Department. Applying for a motor vehicle general repairer's license; a narrative of the scope of the business is in the Planning file (PdLge 1 off 2) `L- VW`L2325PIGE () 289 41384 Record and Return to: STATUTORY WARRANTY DEED -----RHETTS,LLC_,_a Connecticut,limited liability-company--with an office at_3S7�leasant - - Valle Road, in the Town of South Windsor, County of Hartford and State of Connecticut ------ - (hereinafter referred to as "Grantor") for the consideration of Five Hundred Seventy Five Thousand and 00/100 ($575,000.00) Dollars paid, grant to AMOUN 361, LLC , a Connecticut limited liability company with an office at 361 Pleasant Valley Road in the Town of South Windsor, County of Hartford and State of Connecticut (hereinafter referred to as"Grantee")with WARRANTY COVENANTS the following described property commonly known as 357-361-363 Pleasant Valley Road,South Windsor,Connecticut and being more particularly described as follows: SEE SCHEDULE A ATTACHED HERETO Said premises are subject to building,building line and zoning restrictions,to any and all provisions of any ordinances, municipal regulation or public or private law; any easements, declarations, bylaws and encumbrances as of record appear and to taxes due the Town of South Windsor on the Grand List of October 1,2012,which taxes the Grantees herein assume and agree to pay as part consideration for this deed. 11111111111111111011 11111111I11011 Signed this 12th day of March 2013. Doc 10: 002208580002 Type: LAM Book 2325 Page 289 - 290 RHETS,LLC File# 1384 Wi By r g��r sue/ A& it., Garland Pelletier Its Member STATE OF CONNECTICUT } } ss: March 12,2013 COUNTY OF HARTFORD } Personally appeared Garland Pelletier duly authorized sole member of RHETTS,LLC signer and sealer of the foregoing Instrument,and acknowledged the same to be his free act and deed,and the free act and deed of said compan ,before me. CONVEYANCE TAX RECEIVED STATE$718Z Sy LOCAL$(Y37� h4A-,'[l qiL,k&#0 Den`nis McCormack TOWN CLERK OF SOUTH WINDSOR Commissioner of the Superior Court Grantees'Mailing Address: 361 Pleasant Valley Road South Windsor,CT 06074 Book:2325,Page:289 WC11190 True Insurance company ; 2 3 z �o 2 C iP r Order Number: CT4280552C-HT Chicago Title Insurance Company ALTA COMMITMENT FOR TITLE INSURANCE(6117106) Sciced>ct 1e. 1290#1T"A" The land referred to in this Commitment is described as follows: A certain piece or parcel of land,with the buildings and improvements thereon and the appurtenances thereto,located and situated in the Town of South Windsor,County of Hartford and State of Connecticut,and more particularly bounded and described as follows: Said premises being a lot as shown on a map or plan entitled"Property Surveyed for EDWARD T.GARVIN,GILBERT M.& CARL E.ANDERSON Pleasant Valley Road South Windsor Conn Scale 1 inch=40 feet Sept.1945 Petersen&Hoffman, Eng'rs.Successors to Spencer A Washbum,_Inc Note:-..Additions-oac.194&,which map-or olart is onfifA 1n rhrtnra�o- r-r�a_ _ _ vlerk tnsai-d-Town n sor, o Ic re erence is herein made for a more particular description and location of said premises,said lot being marked Plot#2 and said map being marked Map#2. Said premises are more particularly bounded and described as follows: Beginning at a merestone located in the southwesterly line of Pleasant Valley Road,said merestone marking the division line between the premises herein described and land next northwesterly thereof belonging now or formerly of A.F.Peaslee, Incorporated;thence running southeasterly along said southwesterly line of said Pleasant Valley Road,a distance of one hundred forty-nine and seventy-seven one-hundredths(149.77)feet to a merestone;thence running southwesterly,in a straight line,said line making an interior angle with the southwesterly line of Pleasant Valley Road of 82°45'50",a distance of five hundred fourteen and forty-two one-hundredths(514.42)feet to a merestone;thence running westerly or northwesterly,in a straight line,said line making an interior angle with said last described line of 91°21'25"along land now or formerly of Robert P.Clark at al,a distance of one hundred fifty-seven and eight-three one-hundredths(157.83)feet to a merestone; thence running northeasterly along land now or formerly of A.F.Peaslee,Incorporated,and in a straight line,said line making an interior angle with said last described line of 78°32'15",a distance of three hundred fourteen and seventy-seven one- hundredths(314.77)feet to a merestone;thence turning and running northwesterly,In a straight line,along land now or formerly of A.F.Peaslee,Incorporated,said line making an Interior angle with said last described line of 274'42'30",a distance of thirty-nine and fifty-five one-hundredths(39.56)feet to a merestone,thence turning and running northeasterly,in a straight line,along land now or formerly of A.F.Peaslee,Incorporated,said line making an interior angle with said last described line of 97°26'00",a distance of one hundred eight-five and eighty-one one-hundredths(185.81)feet to the merestone at the point or place of beginning.The last described line makes and interior angel with the southwesterly line of Pleasant Valley Road of 95°12'00". �.E,.ZZWFD FOR RECORD I 0 ,T /:IT P/17 RECO pD I WI OR CT BY_ '1 1QWN LERK This Commitment is invalid unless a signed Commitment Jacket and Schedules A and B are attached. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment(6-17-06) - Book:2325,Page:289 Isherwood Civil Engineering, L.L.C. 58 Ordway Dr. South Windsor, CT 06074 (860)640-4064 www.iandscivii.com --- - - --�priC'3;20T3— - -- - ------------- ------ ----_-------_--- ----------- ---— - Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 Attn:Ms.Michele Lipe,Town Planner RE: Site Plan Application; 363 Pleasant Valley Road;Amoun Road Service My client,Ahmed Abdelbaset,is submitting a site plan application for a DMV License,to permit a new owner of an existing auto repair facility located at 363 Pleasant Valley Road. 1 copy of the completed application 6 copies of the Site Plan(DMV License) In summary,the 1.57 ac. Parcel is located in the Industrial Zone.The site contains (3)separate buildings.A residential house(#357),and(2)5,000 sf industrial buildings (#363-Formerly Garland truck repair&#361- Amoun Pita&Distribution).This application is for a DMV License for Amoun Road Service to operate where Garland Truck Repair previously operated.No exterior improvements are proposed with this application except for a new concrete dumpster pad. The site plan includes parking calculations for the existing building and reflect the location of 7 spaces required by the towels Zoning Regulations.There are 3 employees(2 office and 1 mechanic)for the business with another mechanic currently being sought.The business has a total of 3 trucks that are used to provide services off-site. Therefore,the 7 spaces depicted on the site plan will accommodate all vehicles required for their use. The hours of operation are Monday-Saturday, 8:00 am-5:00 pm with the mechanic providing on-call off-site services from 5:OOpm-8:OOam week nights. The facility will be closed Saturday and Sunday. The application is being submitted in anticipation of being heard at the April 23'meeting.Please review the attached information and let me know if you require any additional information. Thank you. Respectfully submitted, Karen Isherwood,P.E.,LEED A.P. Principal i PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR I 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 04/04/13 CUSTOMER: 000000000 TIME: 09:02 CLERK: laurenlz RECPT#: 20626150 PREV B , : TP/YR: MS/2013 AMT PAI 125.00 BILL: ADJSTM EFF DT: 04/03/13 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS--I--------------- PRINCIPAL PAID: 1251.00 INTEREST PAID: 00 ADJUSTMENTS: I.00 DISC TAKEN: .00 AMT TENDERED: 125.00 AMT APPLIED: 125.00 CHANGE: 00 PAID BY: PAYMENT METH: CHECK PAYMENT REF.: 107 i i I i i I I I I i I I i j I SECRETARY OF THE STATE OF CONNECTICUT MAILING ADDRESS:COMMERCIAL RECORDING DIVISION,CONNFrr.Tiri IT ecracTAQV nc rue QTATF On onV`15 711 UACTcnOn PT—c— DELIVERYADDRESS:COMMERCIAL RECORDING DIVISION,C PHONE:860-509-6003 wEBSITE:WW.00nc0 FILING #0004823442 PG 01 OF 02 VOL B-01780 FILED 03/07/2013 10:00 AM PAGE 01043 ARTICLES OF ORGANIZATION CONNECTICUTCSECRETARY TARY OF OFTHEASTATE LIMITED LIABILITY COMPANY — DOMESTIC C.G.S.§§34-120;34-121 USE INK COMPLETE ALL SECTIONS.PRINT OR TYPE.ATTACH 8112 X 11 SHEETS/F NECESSARY. ---- -FILING-PARTY7C�NFIR�fATION GWLL BE SENTTOTHTSADDRESS): NAME: Nobsey) YozS c f> MAKE CHECKS PAYABLE TO SECRETARY 7 OF THE STATE" ADDRESNca,m IS(-, Vtc��e Acr.:cA CITY: SOi/�)! / W;n t/1so:- STATE: G-,; ZIP:060714. 1. NAME OF LIMITED LIABILITY COMPANY-REQUIRED:(MUST INCLUDE BUSINESS DESIGNATION I.E.LLC,L.L.C.,ETC.) AMocAN 3.0 PLC 2. DESCRIPTION OF BUSINESS TO BE TFakNSACTED OR PURPOSE TO BE PROMOTED-REQUIRED: ATTACH 8112Xf 11+SHEETS IFNECESSARY. �Ct.IGSI'ec�FC �o\eJ►•`�lG m9c" J y 3. LLC'S PRINCIPAL OF©FICE ADDRESS-REQUIRED:(NO P.O.BOX)PROVIDE FULL ADDRESS.-SAME AS ABOVE"NOT ACCEPTABLE. ADDRESS: I ] rtas�lm t I/Ct/l lct L l CITY: STATE: CT ZIP: C6cj� 4.MAILING ADDRESS,IF DIFFERENT THAN#3:PROVIDE FULL ADDRESS."SAME AS ABOVE"NOT ACCEPTABLE. ADDRESS: CITY: STATE: ZIP: VAARPOINTMENT OF STATUTORY AGENT FOR SERVICE OF PROCESS -REQUIRED: (COMPLETE A ORB NOT BOTH) . IF AGENT IS AN INDIVIDUAL. PRINT OR TYPE FULL LEGAL NAME: .M BUSINESS ADDRESS CONNECTICUT RESIDENCE ADDRESS (P.O.BOX NOT ACCEPTABLE)IF NONE, MUST STATE'NONE" (P.O.BOX NOT ACCEPTABLE) ADDRESS: �/ ADDRESS: �r � Plea* �J V 9 ih ✓� o / f ZGScun� V C,11 f9 (�i bCs[j 7 r v/¢ u/! 3 CITY: `` CITY: SJVI�N W rr(�Sc/ S0ti, t✓i�USc/ STATE: STATE: C� ZIP: 0 J ZIP: 060 1'4 SIGNATURE ACCEPTI G APPOINTMENT: A . PAGE 1 OF 2 FORM LC-1-'r0 Rev. 1/11/2011 Page 1 of 1 Zarambo, Lauren L. From: Bond, Richard Sent: Monday,April 08, 2013 5:09 PM To: Zarambo, Lauren L. Subject: RE: In House Referral for Amoun Road Service I have no traffic concerns. Lt.Rich Bond Commander-Special Services Division South Windsor Police Services 151 Sand Hill Rd South Windsor CT 06074 860-648-6211 (office) 860-982-0351 (cell) richard.bond(aD-southwindsor.org This message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged,confidential,and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient or the employee or agent responsible for delivering the message to the intended recipient,you are hereby notified that any dissemination,distribution or copying of this communication is strictly prohibited. If you have received this communication in error,please notify me immediately by telephone. From: Zarambo, Lauren L. Sent: Monday,April 08, 2013 8:24 AM To: Asselin, Ronald; Bond, Richard; Caldwell, John; Doolittle,Jeffrey; Dougan, Christopher; Favreau, Raymond; Galligan, Matthew; Gantick, Michael; McGann, Sherry; Owens, Mark; Shaw, Fred; Sheridan, Dennis; Summers, Walter Subject: In House Referral for Amoun Road Service Please find attached In House Referral form for Appl.13-13P, Amoun Road Service, 363 Pleasant Valley Road (aka 357). Please forward any comments or questions to the Planning Department. Thank you, Lauren L Zarambo Planning Department Secretary Town of South Windsor 1540 Sullivan Avenue South Windsor,CT o6074 86o.644.25n ext 253 4/9/2013 PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 4-5-13 TO: Matt Galligan,Fred Shaw,Michael Gantick,Rich Bond,Walter Summers,Jeff Doolittle Ray Favreau,Mark Owens,Chris Dougan, Sherry McGann,Ron Asselin, John Caldwell,Dennis Sheridan FROM: Michele Lipe,AICP,Town Planner The Planning&Engineering Departments have received plans for the following projects: Appl 13-23P,Amoun Pita Distribution Road Service Location: 363 Pleasant Valley Road Site Plan ❑Subdivision No.Acres 1.6 Zone I ®Industrial ®Commercial ❑Residential No. Lots/Units Water: ®Public ❑Private Well Sewerage: ❑Public ® Septic System Re-use 5,000 sq ft building for truck repair business;site changes for Project Description: parking Future Town-owned property involved? ❑Yes ®No ❑new street(s) ❑new detention area ❑new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 6-30-13 and return to the Planning Department. Applying for a motor vehicle general repairer's license; a narrative of the scope of the business is in the Planning file 5 `V 1��C.� l�\�S ����Rr� �S �^3�G��. �,(��1���l �✓�C.l i t/� � lO(�dti Oi ���`a 0 tf C�W� c � ,{;c- S S�e�rh. Page 1 of 1 Lipe, Michele From: Lipe, Michele Sent: Thursday, July 18, 2013 3:04 PM To: 'Karen Isherwood PH Subject: Amoun Pita Attachments: 20130718134001.pdf Attached are the comments from Sherry McGann related to the septic system for 363 Pleasant Valley Road. I understand you have already received the comments from Jeff Doolittle, Town Engineer. To reiterate my previous planning comments: • A copy of the lease agreement should be submitted with this application so the PZC is aware of the duration and conditions of the lease. Also, in the town engineer comments a drainage easement has been requested. • The tractor trailer parking is shown in an area that can not be accessed by the primary drive. (The western most drive is to be used only for access to the residential— backing in the property is permitted). All trucks must access the primary drive and any parking area should be adequately screened from the street. • Previously approved landscaping to be planted should be shown on the plans(and any other improvements that were approved.) • The existing sign for which a permit has been issued is not in compliance with the approved plan submitted. Any signs on the building must be permitted. • WPCA approval is required for the hook up at 363 Pleasant Valley Road. • Six sets of revised plans must be submitted to this department by August 9 so that we have adequate time to review changes. This item will scheduled on the August 20, 2013 meeting. Please let me know if you have any questions. Thanks, Michele 911ichere R. Lipe, 41c(p Town Planner Town of South Windsor 1540 Sullivan Ave. South Windsor, CT 06074 (860) 644-2511, ext. 252 7/18/2013 MEMORANDUM To: Jeff Folger, Senior Environmental Planner Michele Lipe, Town Planner From: Jeff Doolittle Date: 7/17/13 RE: Application 13-23P—Amoun Pita& Distribution, 361, 363 Pleasant Valley Rd. Engineering has reviewed the site plan received on 7/17/13 for the above site and has the following comments: 1. The 3 proposed water quality basins should be sized to treat the water quality flow from the entire drainage area to each basin. Water quality basins sized for only part of the drainage area would probably not be effective because they will provide less residence time for stormwater which will reduce the efficiency of assimilation of the pollutants in storm water. All the proposed water quality basins should be sized for the WQF from their respective drainage areas. 2. The proposed water quality basin to the NE should be moved up the slope so it is closer to the proposed swale and has a higher bottom elevation. 3. Connect the outlet from the water quality basin at the NE to the SE water quality basin via a swale or pipe so the final outlet from both basins is over the long level spreader in the SE basin. This would replace the proposed level spreader discharge from the NE basin. 4. The SE water quality basin should have a bottom that is about 6-8 feet wide for ease of construction and maintenance. 5. The small water quality basin to the south of the building (#363) should be regraded so it extends up to meet the swale to the west of this building. This basin would collect the water from the swale. 6. Provide an outlet structure in the small water quality basin to the south of the building (#363)with an outlet pipe at a low slope to the bottom of the slope to the south of this building. This would replace the proposed level spreader outlet from this basin and prevent erosion of the slope to the south of this building. 7. Provide a detail for the proposed level spreader. 8. The sanitary sewer connection to the building at 363 Pleasant Valley Road needs to be reviewed and approved by the WPCA. 9. Provide access to the proposed water quality basins for maintenance. 10.A maintenance plan for all the water quality structures needs to be included and state who is responsible for the maintenance of these basins. 11. Provide an easement for the swales and water quality structures that are not on the property at 361-363 Pleasant Valley Road. Please contact me if you have any questions. Y Y A n p 0 I 1 pq ZF ad p v V Q O s" Q z ry Z 1m ru o /4y K uj V f y Ii fi o N W p €S u' if3 yy Z g 9 6 o o 64. 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