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Site Plan - Conservation (6)
(, TOWN OF SOUTH WINDSOR INLAND WETT.LANDS. WATERCOURSES AND CONSER101WA, I ATION APPLICATION # �• � DATE RECEIVED ,s 7- IV 015 INSTRUCTIONS South �N dSlE s�oN WETS oMM�s 1. THE APPLICATION, MAP AND PLANS MUST BE SUBMITTED IN , TOGETHER WITH THE FEE SET FORTH IN THE INLAND WETLAISM , WATERCOURSES AND CONSERVATION REGULATIONS, TOWN OF SOUTH WINDSOR. (SEE REGULATIONS, SECTION VII). 2. THE SOUTH WINDSOR INLAND WETLANDS, WATERCOURSES AND CONSERVATION REGULATIONS SHOULD BE REVIEWED WITH RESPECT TO THE STANDARDS AND CRITERIA FOR APPLICATION EVALUATION. (SEE REGULATIONS, SECTIONS VII - X). 3. THE APPLICANT UNDERSTANDS THAT THIS APPLICATION IS TO BE CONSIDERED COMPLETE ONLY WHEN ALL INFORMATION AND DOCUMENTS REQUIRED BY THE AGENCY HAVE BEEN SUBMITTED. THE APPLICANT SHALL ALSO COMPLETE THE STATE FILING FORM. A. APPLICANT'S NAME: Anthony P. & Michael S. D'Angelo Super Liquor Mart ADDRESS: 770 Sullivan Avenue South Windsor, Ct. 06074 PHONE: (HOME) (WORK) 2 8 9-0 3 91 B. LEGAL OWNER'S NAME: Same As Above ADDRESS: PHONE: (HOME) (WORK) (List additional owners, addresses, and tel #'s on back of application C. IF THE APPLICANT IS NOT THE OWNER OF THE SUBJECT PROPERTY, A LETTER BY THE PROPERTY OWNER(S) AUTHORIZING THE PROPOSED REGULATED ACTIVITY SET FORTH IN THE APPLICATION MUST ACCOMPANY THIS FORM AND WILL BE PART OF THE APPLICATION. D. PROJECT NAME (if any) Super Liquor Mart1. Contact Contact Person (if further information is needed). J.R. Russo & Associates 1 Shoham Road East Windsor, Ct. 06074 Phone # (work) 623-0569 Fax # 623-2485 E. THE GEOGRAPHICAL LOCATION OF THE PROPERTY WHICH IS TO BE AFFECTED BY THE PROPOSED REGULATED ACTIVITIES INCLUDING A DESCRIPTION OF THE LAND IN SUFFICIENT DETAIL TO ALLOW IDENTIFICATION OF THE PROPERTY ON THE INLAND WETLAND AND WATERCOURSES MAP. Assessor's Map # 111 Parcel 46 Zone GC F. NAMES OF ALL ABUTTING PROPERTY OWNERS: (Use separate sheet if necessary) See Attached Sheet -------------------------------------------------------------------- G. HAVE YOU NOTIFIED ALL ABUTTING PROPERTY OWNERS BY CERTIFIED LETTER THAT AN APPLICATION IS PENDING BEFORE THE AGENCY? V P s ** (You are required to supply a copy pf the letter with the list of the names of the abutters).** H. PURPOSE AND DESCRIPTION OF ALL PROPOSED REGULATED ACTIVITY(S) INCLUDING AMOUNT AND TYPES OF FILL AND THE TIME ELEMENT INVOLVED: To construct a 5,929 S.F. building and parking lot. Approximately 18 ,425± S.F. of area within the 40 ' regulated area of the surrounding wetlands will be altered by the placement of fill material. No wetlands will be altered. I. A CLASS A-2 MAP OF THE PROPERTY DRAWN TO 1" = 40', SHOWING THE AREA TO BE DEVELOPED, EXTENT OF THE WETLANDS AND WATERCOURSES AFFECTED, TOPOGRAPHY, EXISTING AND PROPOSED ACTIVITIES AND NAMES AND LOCATIONS OF ADJACENT PROPERTY OWNERS MUST BE SUBMITTED. J. ACREAGE OF WETLANDS AND WATERCOURSES TO BE ALTERED: 0 K. ACREAGE OF WETLANDS AND WATERCOURSES TO BE CREATED: 0 L. LINEAL FEET OF PROPOSED STREAM ALTERATION: 0 M. TOTAL LAND AREA OF PROJECT AND PERCENTAGE WHICH IS WETLANDS Lot Area = 4 .65 Ac. Percent of Wetlands = 3.3±% N. IDENTIFY ALL OTHER PERMITS OR APPROVALS THAT HAVE BEEN ISSUED, APPLIED FOR, OR REQUIRED WITH RESPECT TO THE PROPOSED ACTIVITY SET FORTH IN THIS APPLICATION. (These may included but not be limited to, local Planning & Zoning, Zoning Board of Appeals, D.E.P., F.E.M.A., D.O.T., The Army Corps of Engineers, and any other State, Local or Federal Permits.) Inland Wetlands, Planning & Zoning Application No' s. 90-27P & 95-13P 0. THE APPLICANT (OR DESIGNATED REPRESENTATIVE) HEREBY ATTESTS THAT A SIGN WILL BE POSTED AT THE FOLLOWING LOCATION(S) 589 Sullivan Avenue by Super Liquor Mart AME Michael D'Angelo ON OR BEFORE LO G DA :f Jun4 5 1998 SIGNATURS,-- THESE SIGNS MUST BE DISPLAYED CONTINUOUSLY FOR AT LEAST TEN (10) DAYS PRIOR TO SCHEDULED MEETING (See Regulations, Section 7.3a). THE UNDERSIGNED HEREBY APPLIES FOR THE REGULATED ACTIVITIES LISTED IN PARAGRAPH H ABOVE, FOR A INLAND WETLANDS, WATERCOURSES AND CONSERVATION PERMIT FOR THE PROPERTY DESCRIBED HEREIN AND CONFIRMS THAT: 1. APPLICANT IS FAMILIAR WITH THE CURRENTLY EFFECTIVE INLAND WETLAND, WATERCOURSES AND CONSERVATION REGULATIONS OF THE TOWN OF SOUTH WINDSOR. 2. APPLICANT UNDERSTANDS THAT AT ANY TIME DURING THE REVIEW PERIOD, THE AGENCY MAY REQUIRE THE APPLICANT TO PROVIDE MORE INFORMATION ABOUT THE WETLANDS AND/OR WATERCOURSES IN QUESTION AND/OR ANY PROPOSED ACTIVITY. 3. ALL INFORMATION SUBMITTED IN THE APPLICATION FOR REVIEW SHALL BE CONSIDERED FACTUAL, OR IN THE CASE OF ANTICIPATED ACTIVITY, BINDING. A KNOWING FAILURE OF THE APPLICANT OR ANY OF HER/HIS AGENTS TO PROVIDE CORRECT INFORMATION, OR PERFORMANCE EXCEEDING THE LEVELS OF ACTIVITY ANTICIPATED, SHALL BE SUFFICIENT GROUNDS FOR REVOCATION OF ANY PERMIT UNDER THESE REGULATIONS. 4. BY MAKING THIS APPLICATION, THE APPLICANT GIVES PERMISSION TO THE INLAND WETLAND, WATERCOURSES AND CONSERVATION COMMISSION MEMBERS AND/OR ITS REPRESENTATIVE TO ENTER THE PORTIONS OF THE PREMISES WHICH ARE SUBJECT OF THE APPLICATION FOR THE PURPOSE OF INSPECTION AND INVESTIGATION AND OTHERWISE EVALUATING THE MERITS OF THE APPLICATION BOTH BEFORE AFTER A FINAL DECISION HAS BEEN ISSUED. Sigfiature of Owner of Property Date i a e of Applicant dr Date - — J ! IWA/CC APPLICATION REVIEW � D Name r APPLICATION # �' .e ,ri�o� /v�42r I. '11SU III,, ,% �qq8 V Application filed in duplicate. �t� �(d Ind Ao ENCY I NO wES1ANDpMM►SS►oN Plans filed in duplicate. ►tAt R�AT►oN '0NSe Application fee(s) paid in full. II.ZThe applicant's name, home and business addresses, and telephone numbers. The owner's name (if applicant is not the owner of the property), home and business addresses, telephone numbers, and written consent to the proposed activity set forth in the application. If applicant is not the owner, state interest in the land. The geographical location of the property which is to be affected by the proposed activity, including a description of the land in sufficient detail to allow identification of the property on the Inland Wetlands and Water Courses Map including the Map # and Parcel # as shown on the Tax Assessor's Map. Names of adjacent property owners. Proof that all abutting property owners have been notified by certified mail that an application is pending before the Agency. Purpose and description of all proposed regulated activity and the time element involved. Amount and kind of material proposed to be removed, or deposited and/or type of use. Acreage of wetlands and watercourses to be altered. Acreage of wetlands and watercourses to be created. Lineal feet of proposed stream alteration. ZTotal land area of project and percentage which is wetlands. Alternatives considered by the applicant and why the proposal to alter the wetlands set forth in the application was chosen. III. Class A-2 map of the area to be developed, 1" = 40', showing the following: V/ Designate regulated activities Existing structures and property lines Locations of existing watercourses and wetlands, as defined in section 2.1bb and 2.1cc and boundaries of regulated areas defined in section 2,1t. Identify the reference for watercourses and/or wetlands boundaries-as shown on the map. The identifying numbers or other reference systems used in field delineation shall verify the limits as shown on the plans and shall submit a r written report describing the findings. If the property does not contain any watercourses or wetlands this shall be noted on the plans. ZLocation of 100 year flood lines ZElevations by 2 ft contours Natural landscape features, woodland and vegetation Utilities existing and proposed Layout of existing and proposed drainage systems V/ Layout of existing and proposed sanitary sewers or septic systems Proposed open spaces Proposed areas of change where material is intended to be deposited or removed Proposed grading or any earth movement anticipated ZPercentage of impervious coverage Disposition of stumps Test pits on site Buildable area as defined in section 2.1c; (see waiver provision in section 8.4). Proposed detention basin, if required, sized for 100 year storm. Proposed soil erosion prevention, sediment control and other soil conservation treatments to be taken showing any proposed sediment basin, diversion dikes, indicating the timing of stripping of topsoil, when topsoil shall be stripped, where topsoil shall be stored and for how long, and what method of stabilization shall be used, and be in complete compliance with the guidelines expressly set forth in Public Act 83-388, as amended, "An Act Concerning Soil Erosion and Sediment Control" which amends sections 8-2, 8-13d, and 8-25 of the General Statutes of Connecticut. Projected changes in velocity, volume or course of water flow or in the water table and their effects. IV. Additional Comments: CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION Statewide Inland Wetlands &Watercourses Activity Reporting Form In accordance with the requirements of Section 12a-39-14 of the Regulations of Connecticut State Agencies,this form is to be completed for each action taken by an inland wetlands agency established pursuant to Section 22a-41 of the Connecticut General Statutes. Use a separate form to report each action taken by the agency. It is recommended that this form be made part of the application package. Inland wetlands agencies are responsible for verifying that the information provided below is accurate and that it reflects the final action of the agency. 1. TOWN IN WHICH THE ACTION IS OCCURRING: South Windsor Does this project cross municipal boundaries? Yes No X If so,please list the other towns in which the action is occurring: 2. LOCATION: USGS Quad Map name: Manchester AND Number: 38 Attach a clean 8 '/s "x I I"original scale photocopy of the USGS Quad Map with,in red ink, the boundary of the project site outlined (where possible)or the project site pinpointed with an arrow. Do not circle the"general vicinity"of the site. In the lower right-hand corner of each USGS Quad Map there is an identifying name,write the name from the corresponding map in the space provided above. Quad numbers are found on the Connecticut Town and Quadrangle Index Map (the directory to all USGS Quad Maps). Please provide the number in the space provided above. Do not attach a copy of the National Wetlands Inventory Map. Do Not attach a copy of the Connecticut Town and Quadrangle Index Map. 3. NAME OF APPLICANT,VIOLATOR OR PETITIONER: Anthony P. & Michael S. D'Angelo Supply the name of the person applying for a permit,petitioner for a map amendment or jurisdictional ruling,or recipient of the enforcement action. 4. NAME FOR PROJECT SITE: Super Liquor Mart Supply the name given to the project,or the name by which the project site is generally known. Briefly describe the project: To construct a 5 ,929 S.F. building & parking lot. 5. ACTIVITY TYPE CODE: 2 12 , Provide the code or codes which best characterize the activity being reported. A maximum of 4 codes may be entered. For example, locating a driveway in a buffer/upland review area would be code "9"and code "12" (code "7"is not used). The construction of a house in the buffer/upland review area would most likely be codes "2"for excavation, "9"for driveway constriction,and "12"for buffer/upland review area. Construction of a parking lot in a buffer/upland review area may be codes "1", "7", "10",and "12". 1 . . . Filling 7 . . . . Culverting (not for roadways) 2 . . . Excavation 8 . . . . Underground Utilities (no other activities) 3 . . . Land Clearing/Grubbing(no other activity) 9 . . . . Roadway/Driveway Construction 4 . . . Stream Channelization 10 . . . Drainage Improvements 5 . . . Stream Stabilization 11 . . . Pond Dredging/Dam Construction 6 . . . Stream Clearance (removal of debris only) 12 . . . Activity in Buffer/Upland Review Area 6. ACTIVITY PURPOSE CODE: D Enter only one code letter which best characterizes the activity. ALLSTATE AGENCY PROJECTS MUST ONLY CODE "N".* A . . . Residential Improvement by Homeowner I . . . Storm Water/Flood Control B . . . New Residential Development for Single Family Units J . . . Erosion/Sedimentation Control C . . . New Residential Development for Multi-Family/Condos K . . . Recreation/Boating/Navigation D .. . Commercial/Industrial Uses L . . . Routine Maintenance E . . . Municipal Project M . . Map Amendment F . . . Utility Company Project *N. .. State Agency Project G .. .Agriculture,Forestry or Conservation P . . . Other H . . . Wetland Restoration,Enhancement,Creation REVISED 1/98 7. AREA OF WETLANDS AND/OR WATERCOURSES ALTERED: Include areas that are altered or are proposed to be altered,temporary or permanent,for all agency permits,denials,amendments, and enforcement actions. Remember,these figures represent only the acreage altered,not the total acreage of wetlands or watercourses on the site. Figures should be provided by the applicant in the application. Provide all information in acreage including those areas less than one acre. To convert from square feet to acres,divide square feet by the number 43,560. Enter a zero if there is no alteration. Open water body altered refers to lakes,ponds or similar bodies of water that are filled or dredged. Stream alterations are to be reported in linear feet and include the total length of the river,brook,stream or other watercourse directly altered as a result of the action taken by the agency. Include any culverting(roadway,etc.),channel improvements,rip rap installation,relocation or dredging. A. Wetland Area Altered: 0 ACRES B. Open Water Body Area Altered: 0 ACRES C. Stream Alteration: 0 LINEAR FEET 8. BUFFER/UPLAND REVIEW AREA ALTERED: 0.14± ACRES Buffer or upland review areas are those areas adjacent to wetlands or watercourses where activities are regulated by the local agency. Report the acreage of upland review areas that are altered or are proposed to be altered,temporary or permanent,for all agency permits,denials,amendments,and enforcement actions;or for agent approval pursuant to 22a-42a(c)(2), For example,a 2 acre project site may have an activity occurring in 1 acre of buffer/upland review area and 0.25 acres of wetlands. Therefore,0.25 acres will be reported on line 7A and 1 acre on line 8. 9. AREA OF WETLANDS AND/OR WATERCOURSES RESTORED, ENHANCED OR CREATED : 0 ACRES Mitigation measures may be considered as a condition of issuing a permit for an activity. Report areas that are,or are proposed to be,restored,enhanced or created for all agency permits,denials,amendments,and enforcement actions. Restored or enhanced applies to previously existing wetlands or watercourses. For example,a wetland area filled two years ago is proposed to be restored by removing the existing fill. Created applies to an upland area which is converted into wetlands or watercourses. FOR MUNICIPAL AGENCY USE ONLY FOR STATE USE ONLY THE INLAND WETLANDS AGENCY MUST ENSURE THAT THE INFORMATION DATE RECEIVED: PROVIDED BELOW IS ACCURATE AND THAT IT REFLECTS THE FINAL ACTION OF THE AGENCY. COMPLETED FORMS FOR ACTIONS TAKEN j DURING A CALENDAR MONTH SHALL BE MAILED BY THE AGENCY TO THE DEP NO LATER THAN THE 15TH DAY OF THE FOLLOWING MONTH. MAIL REPORTING FORMS TO: Inland Water Resources Division, DEP, 79 Elm Street, Hartford, CT. 06106 QUESTIONS MAY BE DIRECTED TO THE WETLANDS MANAGEMENT GIS CODE #: SECTION AT(860) 424-30 1 9. NAME/TITLE OF PERSON COMPLETING THIS FORM: FILE # (SAME AS QUAD #); I (PRINT) (SIGNATURE) FORM COMPLETED: YES NO DATE ACTION WAS TAKEN: MONTH YEAR WAS A PUBLIC HEARING HELD? YES No IF "NO", DATE MAILED TO TOWN: ACTION TAKEN: EmTER LETTER DATE RETURNED TO DEP: A. PERMIT GRANTED BY AGENCY B. PERMIT DENIED BY AGENCY C. PERMIT EXTENDED/AMENDED BY AGENCY D. AGENT APPROVAL PURSUANT TO 22a-42a(c)(2) E. APPEAL OF AGENT APPROVAL PURSUANT TO 22a-42a(c)(2) F. MAP AMENDMENT (AMENDMENT TO THE OFFICIAL TOWN WETLANDS MAP, NOT A PROJECT SITE MAP) G. ENFORCEMENT NOTICE/ORDER H. JURISDICTIONAL RULING (I.E.: ACTIVITIES "PERMITTED AS OF RIGHT" OR ACTIVITIES CONSIDERED NON-REGULATED) REVISED 1/98 VR"%\AAI0j 4� OY Names & Addresses of Abutting Propel Owners 450\A�\ s N \fi1�-�NJ W T1C7� CAM\�i5 Leemilt's Petroleum co\4s�,�vA 125 Jericho Turnpike Jericho, NY 11753 Rex Lumber Company 489 Sullivan Avenue South Windsor, Ct. 06074 Andrea L. &Kenneth J. Pudeler 201 West Road South Windsor, Ct. 06074 Norman P. Priest 1407 Sullivan Avenue South Windsor, Ct. 06074 Phillip E. Toussaint 601 Sullivan Avenue South Windsor, Ct. 06074 r, J.R. RUSSO & ASSOCIATES JOB CW 18 Land Surveyors&Professional Engineers SHEET NO. / OF 1 Shoham Road CALCULATED BY DATE 2.9 ZVQ East Windsor, Connecticut 06088 TEL: (860) 623-0569 CHECKED BY J Re DATE I •— 98 FAX: (860) 623-2485 SCALE ...r.... ...... .... N CJ M ..... ........... .!..... )............. {� � } / ....\..ram.. .... ... ............ ........................i................. [ i i i cU S . 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LENGTH: 100 FEET PAVED DENSE GRASS SLOPE:1.0 % SLOPE: 6.0% TIME: 10 MINUTES TIME : 13 '/a MINUTES TOWN OF SOUTH WINDSOR NOMOGRAPH FOR DETERMINING APPROVED STANDARD DETAIL TIME OF CONCENTRATION JANUARY, 1991 (CHART 3) ' Rcv�ico: PUBLIC WORKS oiRccTOR II-26 J.R. RUSSO & ASSOCIATES JOB g4-1 i 8 Land Surveyors&Professional Engineers SHEET No. I OF 1 Shoham Road C q East Windsor, Connecticut 06088 CALCULATED BY �S DATE TEL: (860) 623-0569 CHECKED BY DATE FAX: (860) 623-2485 SCALE ............,..............:........................... ..... i [ s ... ... ..... ...... ...... ...... ...... ..... ...... ..... ...... ...... ..... ...... ...... .. . € ..... .. ....... 4- ..............:..............:.............:.............:..............:.............r...........................,cat f ............ 1... . 1,C2.��,.......e...........�..�� ...................:..........................4................................................. ..... _......... ._.... .... .. .. if S L V' ........... ..........................................:..............:..............:........ ..... ..... ...... ............... ...... ...... 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RUSSO & ASSOCIATES JOB 174��S Land Surveyors&Professional Engineers SHEET NO. 3 OF Q 1 Shoham Road CALCULATED BY �p DATE �-�� East Windsor, Connecticut 06088 TEL: (860) 623-0569 CHECKED BY � DATE (0 - to FAX: (860) 623-2485 SCALE .............:.............a.............:.......... ..... ..... .................. .. ...... ..... ..... ..... .........,..... € i i ..... ..... ..... ...... ...... ...... ..... .... ..... ..... ..... ..... ...... ...... ...... ............................ ..... ..... ;.... .....:................. i c ............p....................................... ........................:......_'�....................... 1. L Cam... A. .. .. .. ....... .................................................................... ...... .... ................ ..... ..... .... ...... ........ ....,.... ....r.... :.... 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'' .... ..... ,,, .- ... ....:.... ....:..... mac, = 3, 2 Ocs 55 4000 W 2 3000 SO O _> 2000 0. 4'S 40 1000 900 35 B00 0`O w 600-, Z 30 500 y�� PAVED W = 00 F 0.90�? 23 w 30 0.80 f, > �► Z 0.70 d \` z 200 ARE SOIL 0.60 � w 20 _ N 0.1 W z z F suR aas 0 43 0 �\ A. v J 0.35 z AVERAGE BRAS W �\ W SURFACE 0.30 �j 1.0 W 2 15 BO 0 2. a\ 70 DENSE GRAS I W = `� +w 60 �`X,MA v+'�� Z LE 50 P 'S"v �► 10.0 �% US 40 20.0 � G \� `30 C C 10` 9 8 20 T 6 W_ 10 J 5 N EXAMPLE 'A' > EXAMPLE 'S LENGTH: 700 FEET d LENGTH• 100 FEET PAVED DENSE GRASS SLOPE:1.0 % SLOPE: 6.0 % TIME: 10 MINUTES TIME : 13 1/E MINUTES TOWN OF SOUTH WINDSOR NOMOGRAPH FOR DETERMINING APPROVED STANDARD DETAIL TIME OF CONCENTRATION JANUARY, 1991 (CHART 3) Rrvisro: rusLic waeKs oxercTOR II-26 June 2, 1998 Phillip E. Toussaint 601 Sullivan Avenue South Windsor, Ct. 06074 CERTIFIED MAIL Dear Property Owner: Re: Super Liquor Mart 589 Sullivan Avenue Anthony P. &Michael S. D'Angelo 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. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing to ask questions and/or give comments, 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 this will be heard please contact Phyllis Mann, Recording Secretary or Jeff Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511, ext. 253. Sincerely, Anthony P. &Michael S. D'Angelo Super Liquor Mart 770 Sullivan Avenue South Windsor, Ct. 06074 860-289-0391 June 2, 1998 Norman P. Priest 1407 Sullivan Avenue South Windsor, Ct. 06074 CERTIFIED MAIL Dear Property Owner: Re: Super Liquor Mart 589 Sullivan Avenue Anthony P. &Michael S.D'Angelo 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. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing to ask questions and/or give comments,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 this will be heard please contact Phyllis Mann, Recording Secretary or Jeff Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511, ext. 253. Sincerely, Anthony P. &Michael S. D'Angelo Super Liquor Mart 770 Sullivan Avenue South Windsor, Ct. 06074 860-289-0391 June 2, 1998 Andrea L. &Kenneth J. Pudeler 201 West Road South Windsor, Ct. 06074 CERTIFIED MAIL Dear Property Owner: Re: Super Liquor Mart 589 Sullivan Avenue Anthony P. &Michael S. D'Angelo 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. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing to ask questions and/or give comments, 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 this will be heard please contact Phyllis Mann, Recording Secretary or Jeff Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511, ext. 253. Sincerely, Anthony P. &Michael S. D'Angelo Super Liquor Mart 770 Sullivan Avenue South Windsor, Ct. 06074 860-289-0391 June 2, 1998 Rex Lumber Company 389 Sullivan Avenue South Windsor, Ct. 06074 CERTIFIED MAIL Dear Property Owner: Re: Super Liquor Mart 589 Sullivan Avenue Anthony P. &Michael S. D'Angelo 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. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing to ask questions and/or give comments, 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 this will be heard please contact Phyllis Mann, Recording Secretary or Jeff Folger, the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511, ext. 253. Sincerely, Anthony P. &Michael S. D'Angelo Super Liquor Mart 770 Sullivan Avenue South Windsor, Ct. 06074 860-289-0391 June 2, 1998 Leemilt's Petroleum 125 Jericho Turnpike Jericho,NY 11753 CERTIFIED MAIL Dear Property Owner: Re: Super Liquor Mart 589 Sullivan Avenue Anthony P. &Michael S. D'Angelo 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. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing to ask questions and/or give comments, 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 this will be heard please contact Phyllis Mann, Recording Secretary or Jeff Folger,the Zoning/Wetlands Enforcement Officer at the Planning Department, 644-2511, ext. 253. Sincerely, Anthony P. &Michael S. D'Angelo Super Liquor Mart 770 Sullivan Avenue South Windsor, Ct. 06074 860-289-0391 J.R. RUSSO & ASSOCIATES 1 Shoham Road EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX (860) 623-2485 DATE .JOB NO. ATTENTION TO IDW OE aX2W Lcl/Ill RE: WE ARE SENDING YOU Attached ❑ Under separate cover via Cal the following items: ❑ Shop drawings Prints ❑ Plans ❑ Samples ❑ Specifications Copy of letter ❑ Change order _4Z1C4VW COPIES DATE NO. DESCRIPTION -z THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Ej FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO r SIGNED: /f enclosures are not as noted,kindly nor us at one . SAWN Sf4< C" x F O c = a m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-CO AREA CODE 860/644-2511 Date: June 18, 1998 To: Dana Steele—J.R. Russo &Assoc. 1 Shoham Road East Windsor, CT 06088 From: Jeffrey H. Folger Zoning/Wetland Officer Town of South Windsor Re: Appl. #98-33P. Review of Super Liquor Mart site, 589 Sullivan Avenue South Windsor plans dated 6/l/98. I have reviewed the site plans for the proposed Super Liquor Mart with the following comments: 1. The regulated area located to the west meets the requirements for classification as a watercourse. The Town of South Windsor regulates activities within 80 feet of a watercourse. This area should be shown on the plan and the total area of proposed disturbance be re- estimated. 2. A swale is proposed to convey runoff under the driveway entrance, consideration should be given to utilize this area to convey and treat stormwater from other portions of the parking lot. Additionally, efforts should be made to maximize residence time in the swale. An appropriate seed mix should be developed for the swale area. 3. A detail of the proposed swale should be provided. 4. The southern end of the watercourse has a pipe present. This appears to provide drainage into the swale from the property to the south. How will runoff from the site affect the flows from this pipe? i.e.: tailwater 5. As we discussed earlier, due to the confined location of the regulated areas (man made ditches) I felt that referencing the earlier wetland mapping and showing the locations on the present plan was acceptable. However a letter from the original soil scientist verifying the plotted locations of the regulated area should be submitted and included on the plans. cc. Town Engineer Town Planner IWA/CC MEMORANDUM To: South Windsor Inland Wetland/Conservation Commission. From: Jeffrey H. Folger-Zoning/Wetland Enforcement Officer Date: July 8, 1998 Re: Appl. 98-33P—D'Angelo Super Liquor Mart- Proposed building and parking lot. The project is build a 6000 sqft retail store and 16000 sqft of parking. Regulated activities include the placement of a portion of the building and parking lot within the 80- foot buffer. Grading in the rear of the lot is also planned to occur within the 80-foot buffer. Total area of disturbance is estimated at 49600 sqft. Site: The site is located in the Bancroft Brook watershed. The total parcel area is 4.65 acres. Flagged wetlands/watercourses are shown on both the eastern and western property boundaries. The flagging was done for a prior application. Due to the confined nature of the regulated area, I did not require reflagging. I did however require that the soil scientist responsible for the original flagging certify that the boundaries shown on this plan correspond to his original mapping. The majority of the site would be classified as successional field habitat from an abandoned agricultural use dominated by meadow grasses, forbs and saplings. The regulated area closest to the subject area would be would be classified as a watercourse. Hydrology of the watercourse is dependent on groundwater and drainage flow from Sullivan Avenue and areas to the north. The watercourse was undoubtedly created to drain the field for agricultural purposes. It flows 260 feet south from Sullivan Ave and then heads west for 400 feet behind Rex Lumber where the ditch ends and, at times over flows south across agricultural fields into wetlands to Bancroft Brook. Functions of this watercourse would be stormwater flow and detention(due to lack of any appreciable slope), sediment and nutrient retention, wildlife habitat, and some groundwater recharge. The parcel has been the subject of considerable alteration in the past(leveling and ditching). The soils mapped as Walpole Sandy Loam (WdA) are former wetland soils consisting of sandy material that have been drained. The erosion potential is listed as low. Impacts: The combination of building,parking lot and grading for fill from the rear lot will result in the entire lot being disturbed. Existing vegetation will be removed. The r J.R. RUSSO & ASSOCIATES Land Surveyors& Professional Engineers SUBMITTED July 10, 1998 JUL 10 1998 South Windsor Jeffrey H. Folger I os ��y/ Zoning/Wetland Officer a LSSMN Town of South Windsor Re: Application#98-33P. Super Liquor Mart Site Plan, 589 Sullivan Avenue Dear Mr. Folger: We have reviewed your comments of 6/18/98 for the above referenced project and after further correspondence with your office we have revised the site plan to address your concerns. Enclosed please find two (2) sets of the revised plans for your review. The revisions include the following: 1. We labeled the required 80' regulated area of the existing drainage ditch (watercourse) along the western property line. The change from a 40' regulated area to an 80' regulated area placed a portion of the proposed building and parking area within the regulated area. As a result of the change in regulated area,the amount of disturbance within the regulated area is now approximately 1.1 acres. It is not possible to keep the building and parking completely out of the regulated area. Furthermore,keep the building in the same location minimizes the amount of parking area within the regulated area. Since the parking areas are somewhat less desirable than building areas, from a stormwater quality standpoint, this layout is the best alternative. 2. As we discussed on the phone, discharging stormwater to the swale in the front of the parcel is not a viable option. Doing so would require further excavation near Sullivan Avenue and might create an undesirable safety issue. We agreed that a more desirable alternative would be to construct a swale to run parallel with the existing ditch. Therefore, a wet swale was designed according to the criteria you sent us, with the exception that a 0.5% longitudinal slope was used instead of the suggested 1% slope. This allowed us to double the length of the swale to 240',which should provide sufficient filtration of the stormwater runoff. We estimate the residence time within the swale to be at least 5 minutes during peak flows for a 10 year storm (3.0 CFS). We have provided a minimum of 6" freeboard for this storm event. A detail of the wet swale is shown on sheet 2 of the plan set. The seed mixture schedule you sent us will be used to seed the bottom and sides of the wet swale. 1 Shoham Road - East Windsor, CT 06088 - TEL: (860) 623-0569 - FAX: (860) 623-2485 Jeffrey H. Folger Page 2 Zoning/Wetlands Officer 3. We contacted the soil scientist, Henry Moeller, who originally marked the wetlands on site, and he agreed to provide a letter verifying the plotted locations of the regulated areas. Mr. Moeller indicated to our office that he would provide the letter prior to the July 15, 1998 Conservation Commission meeting. We feel that the revised plan reflect the best alternative for disturbance within the regulated area of the watercourse. If you have any questions regarding these revisions, please call our office at 860-623-0569. Sincerely, 9 Dana Steele J.R. Russo &Associates Received Jul-15-98 03:37pm from - CCITT G3 -+ TOWN SOUTH WINDSOR JUL 15 '99 02:50PM AT&T FAX 9015PF page 2 i P.2 SOILS CONSULTING SERVICE .1 is&14LkS NIL LKOAI HW i T. Mvr rr+rwc+ati "UTNCYA'Iuo0NNWICUT*00 ►"eN@i I!OSI 244d@977 ft"LMMI/=SOL AMP 90~040 July 189 legs SUPPLNIIINTA1. SOILS RIPOIT OF PROPl1ATY FAA J.A. RUSSO A ASSOCIATES IN SOt!'!'!! W I NDSOR, C NiNECT l CUT The property is located in the Sheridan industrial Part at 580 Sullivan Avenue in South Windsor, Connacticut ,, l lied done tho original soils investigation in 1988 and had written A reAart entitled "On-Site Soils Investigation of Sheridan industrial Park In South Windsor# Connecticut," dated May 20, 1988, 1 have reviewed the file and the original soilM report. Since the property has not been disturbed since 1988, the description of the soils and conditions on the property remain the same eueept the vegetation has grown since that time. As described In the original soils report, the land was graded or land saaonthad for agricultural purposes many yearm ago but was done after the Hartford County Soil Survey field work wets completed. Too soils are sandy and thus will tend to drain easily. The .ditah;* on both sides were used to drain away water and to prevent any water from flowing onto the property. These types of obailges to the land would be classified or a permanent Ghana;e in tl,e mall moisture regime anti thus# the original poorly and very poorly drained soils would no longer be classified as wetlands. tinder present criteria, the classification of the soils on the property as nonwatlands remains the same. The combination of grading, fillinW# and droinage have dried out any wet areas original sapped on the property. These areit& do not most the state standards nor the federal standards for the classification of wetlands. The ditch on the west side of the property was classified as s watercourse and is described in the report. This ditch meets the criteria of Sit Intermittent watercourse under present criteria under state wetlands regulations. This ditch is also funutioning as a watercourse as described in the original soils report. The Isolated ditch on the east side doss not function as„ an intermittent watercourse but will hold water for periods of time In wet seasons because there is no outlet, llowevert as stated era the original soils report, it is manmade and is completely isolated from any other wetlands or woterootlraes. While this area may technically ON-609/OIL@ 114"STI@ATION 6611.MAPPING •-1M@TLAND"I09NTIRICATION ML•WrOI,YATiON AND CON4YUTATION Received Jul-15-98 03:37pm from CCITT G3 TOWN SOUTH WINDSOR page 3 JUL 15 '98 02:51PM- AT&T FAX 9015PF P.3 Is[tPFL1Crl�N7'AL BOILS XNPOAT 1M d.1 0 iI US$O—t July 24# 1998 be a watercourse or wetland under the inland= wetlands regulations# it has no significant wetland functions, if there are sny 4uestions, please feel free to contact me. Respectfully �submittad, llanr T. Moe ier July 16, 1998 Certified Mail Anthony P. & Michael S. D'Angelo 770 Sullivan Avenue South Windsor, CT 06074 Gentlemen: Re: Appl #98-33P, Super Liquor Mart/589 Sullivan Avenue At the July 15, 1998 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl #98-33P, Anthony P. & Michael S. D'Angelo Super Liquor Mart— IWA/CC permit for the construction of a 5,929 sq. ft. building and a parking lot within the regulated area with associated improvement on property located at 589 Sullivan Avenue, GC zone (Assessor's map #111, parcel 46) as shown on plans prepared by J. R. Russo & Associates, No. 94118 and revised through July 10, 1998. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. 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 15, 2003. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the , Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $3,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. a 7. There shall be no disturbance at least 20' from the swale located on the westerly side of the site. Silt fence shall be placed appropriately along this 20' line. 8. The easterly property line shall be supplemented by planting wildlife shrubs, species and quantity to be determined by the Zoning/Wetlands Enforcement Officer. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairman EAW/pmm Cc: Chief Building Official Planning & Zoning Commission Town Engineer J. R. Russo & Associates 0 0 -0 _ =n Gg x O •�" � P� I� �//� 0/- 5 Frailer �� � o Q .j�,� � ��� q.•. s° :.'••1 ::;.•:,'. o ° % UFa nlyams 50 0 0 :Rye reet •�� t indsoro o � ��\�\ � o �• •• •J °� 8z N cE: o �� �w o o• /• •$ • 0 Q E ♦ 0 �d � •0 �.. 94 `O p O . q 90 SM �o f •+. "84 VI7,E �t Ma•aret Mary f Pit Q = I - ^' and T , anic titute ♦ CIayPIt - - _ _ _ - / 1 ' ~- ' \ ace Cen` X ii o - - BO •- - \ ��\ i �/- 1 z wr.a -_.�.. oaff Sta,tin •0 STR _ _ R04 ;— I ?'i au1((( ,� g 0 ILL eIlik+Xo 1 P p o o ROAD 10 gLLING •'" — • .i BM o� 133 •�\ • ° 04• + •4 Q O '°, Q _ of-\�.c i on 'O p po Q L •oo �4 0 16 N. -4. Manchester Quadrangle Scale 1"=2000' .a;• udo� n 11 IST. DG ENDW LIMIT OF WETLANDS AS EX ALL FL=81.7f APPROX. LOCATION SHOWN ON REFERNCE EXIST. FLARED END II EXIST. 6" GAS MAIN MAP NO. 1 (TYP) FL=81.7SNET l II 11 �� �II " _____ � 1 APPROX. LOCATION 85———— _rlt_ '—"t,-Z= `'—''——_ EXIST. 12" WATER MAIN —_----_-- ————————— ——————— — _ ______ _ __ ___ _ 84------_— _ III __----------- 87x7 l l ____________________--====fir �8'^�_____________ _ __ ____________'__ _____=_—__-- _—_ —— � `\ \' 1 , ZX4'BOXI - ----- ----�_ - ---------- ----- ----- ----- �ICUUfFT , - - --------- - -- - -_ - ' 1 --- -- -- -- - ------------------ 1 / I / I I Ill I - 1 It 'llCAI I l 1 _ cd I it I >+ ; till i I 0 � Ilil i ' till , 1 / I - `` ,. - - \• i i III 1 I i SNET I M I I }1488 kill', M I _ - t It I I --___-_- - ; till, I , _ 11 1 1 till' I I i / 10 SIDE LINE (TYP) i t tt I ' t ' t S4r.30 45"W / - f t itIl I i o t t / 6 It till t �, 87 88 m \� 11 1 II �1 my 11 , ToTAL o I' , m iiiiiiiiiiiiiiiiiiiiiillillilllllllllllllllIIIIIIIIIIIIIIIIIIIIIIllilliillilliilljllI I N/F Phillip E. Toussaint 111 88Ix4 - --- --�� ---- - ---- ---- _ 1 CD�Ttc�►�S --- 85======_— =- ----------------__ __ 11 s 86 87 EXIST. SAN. MH 40 TF=88.0 FL=76.0 W PRIVACY SLATS IU/L-r o rvk; LIMIT OF WETLANDS AS SDR 35 S=2.OX MIN. EXIST. DG ENDWALL II SHOWN ON REFERNCE FL=81.7t II APPROX. LOCATION MAP NO. 1 (TYP) EXIST. FLARED END II EXIST. 6" GAS MAIN FL=81.7 u II sNer ____________ _ _ _ __ BE---- III — �6-----—___ } 1487 APPROX. LOCATION — -------------------------------- ------ 84--____ _ �I EXIST. 12" WATER MAIN FLARED END W/RIP RAP �+T H +� -- I i 1 1 .\ �71 � � � � � � � � �Icv � �► t 1 II � 1 i FL=83.10 t 1 8 't I II i 88-15" HANCOR i II� R i I-Q S=0.5X 77 .'.'.'..'. . .;. . . .'. .R r ' I CB "CL" . ........ .... .'.•.•.•.'.'.'.'.'4 .'.•.•.'.',' ' 1 CLE,*-OUT W/HOODED OUTLET 1. ' 1 TF=88.00 j / 1,.... ..-. . ... . FL=83.60 vQ -� W ' "•. . 1 ; II I a L=75.7f INVEF ' LATE; ,.. .. ... . .... n 20' 24' ' I ' TO T %'`"'.' .` a i- EXIST. FOUDATIONS 8S " FOUN " "' _ " ' + TO BE REMOVED NOTIF -------- _ _ _ , PROCESSED ........ '• r `� _ f deader typ. , GRAVEL , :::�t :. ... •.i.' .'.� HC �' 1 ' 1 § PV o , ' TEMPORARY , .. ..... .'.+.'.' ' 77�.'.. . .. .'.'..'. . w + II r ,. FLARED END 1 TOPSOIL ,C-_=i - -_• FL=86.00 + STOCKPILE ; „� WAL , TV1 + 8 \ I +' I ' Ilil it 611 B. 88.6 1 11 II ' 'I �R 88 O, i u i i EXIST. WELL '• � � � � � � � � .+` J 88 0\ i II ` TO BE REMOVED T 88.3 -- n I 1 es `\ 1 N \� — liill i' �i r� T� 65-12" RANCOR III I HI-Q S=0.5X "0 R 85x5 N TYP) EXIST. BRUSH BIT. PVMT — _ 11 I , TO BE REMOVED . _ � ENDS NO CURB 1 , , 10' SIDE LINE (TYP) W/HOODED OUTLET' �S47 TF=87.60 f' c� m FLARED END r i I , FT_=84.10 c I f f r 6 I . I ,I` ,I m FL=86.50 CA / 1 m 06 96-150 HANCOR �il� ' Cam) ED c S=0.5X `� I, I rrl �\ Ih I 1 ' N/F Phillip E. Toussaint la, „� --- ------ — III 88Xa aB� TO�'L --- 7°�9`3D"W_'_ '-�` - ---- --------- -------------- + 85 - _-- II ----__—___�---- —---------�_ II �i4IN 30pM --- ---__ 86 EXIST. SAN. MH TF=88.0 N/F Norman P. Priest FL=76.0 ' C&4D mms 1 K rs d.ls' W/PRIVACY SLATS SDR 35 S=2.OX MIN. LIMIT OF WETLANDS AS EXIST. DG ENDWALL II SHOWN ON REFERNCE FL=81.7t II APPROX. LOCATION MAP NO. 1 (TYP) EXIST. FLARED END II EXIST. 6" GAS MAIN s FL=81.7 n II u II _ 85 - -- �.ta� APPROX. LOCATION __ — ---------- ----- 84--- _ � I-------------_- ----- EXIST. 12" WATER MAIN ----------__-________ _7V5°f9�T8'�E_____________ __--_-__ '=--- --- -=---- 87x7 , ------ -------------------- — — ----- — — 1 1 �_?k4'BOXI �1 -- -- ------_--` = __ — _--------- — ------- — — — 81x3--- — ' r IIC�ULVER�M= =1====�J --- -- -- ` ° FLARED END W/RIP RAP +i ST • ' , - � --__ -- 1 � till � � '� FL=83.10 It itso rM It soI 11 ti 88-15 a IN8 11 II 1 » HANCOR '� 1 I 0 ,111 � l 9.0 88. i "IIm R ' I-Q S=0.5X 77'.. ..... . .... .. ' „ ' ao 88.5 R I ' i CB »CL» ... _ �'.'.'.,.... ' ? ICLEA W/HOODED OUTLET.. OUT TF=88.00 w II , FL=83.60 ---_- _-------- - ......PR rBUILDI �� i ❑II L=75.7t INVEF s P 1 LATE TO T — \ ... . .. . . 20' 24' 1 ii FOU<` III• III• II- _ 1 I a i— „ EXIST. FOUDATIONS NOTII PROCESSED �'`�- f Leode. typ. i ' n TO BE REMOVED GRAVEL � � PV . ...,. d'• • .'.... HC �; 1 ;, � ,� '.'. +.'. . ,. .' �.. . . °, ' 11 II + FLARED END TEMPORARY `` I rn _, of I 11 I FL=86.00 TOPSOIL �I I i I cp a°Do 'C STOCKPILEtLI I _ , TV I I I I 8 0 1xL I 88 0' 11 I I EXIST. WELL 8 c 5'R � R II i TO BE REMOVED 86x7 \ ` ` ` N —— 8.3 — t "II 1 1 i srvEr ST �\ • 6» B. ' it i �r +14W 65-12" RANCOR L. III �� HI-Q S=0.5X 5 II N _ 30 � II �� � 85x5 — 1 "III. N r 1 EXIST. BRUSH TYP 11 TO BE REMOVED ' BIT. PVMT. ENDS NO CURB _ II' ' ' � 110' SIDE LINE (TYP) , till', ' i mm �. �2> CB "CL" S4Z°$ 45•W i ` W/HOODED ,OUTLET o TF=87.60 , E ' it I� + FLARED END FL=84.10 i ,` ' S ' lI ` i rn FL=86.50 i 85x6 C i i 85x3 0 �1� 87 ``88 m `I ,i 1�*I I P 00 Ss 96-15" HAN R w ItI� ITED I-Q S=0.5 I� ' r" )S _ cn �\ I! N/F Phillip E. Toussain I a——— III 1,4 88 -------_ ---- ----_ - '_--57°�3t30"Av _ ----- ---------- ----------------- II 85 --_____- _--_-- _ --_--- �� Iq EXIST. SAN. MH TF=88.0 I 11 N/F Norman P. Priest FL=76.0 '+ � _ 40� II • . II c XIST. DG END II LIMIT OF WETLANDS E E WALL FL=81.7f II APPROX. LOCATION (TYP) EXIST. FLARED END MAP N0. 1 TYP) . SHOWN ON C t EX EXIST. 6" GAS MAIN II FL=81.7 ` II n II _ _ _ �� II 114487 APPROX. LOCATION 85———_ _�11_______—— — — _ _ EXIST. 12" WATER MAIN ------------ ----- ------- - _ _ _ 84-_ _ ____ ^Il ------- - _ --\ 87x7 I 1 \ \ �?k4'BOXt�= =t�_-- __--_ ----- ----- ----- - 8fx3 -_�l t II�ULV>7i`'I ----------- ----------- ---- ---------- - -- - -- �--------- -__-__- -----ten-=--- -- - - - -_ 1 t - -------- ------ 2. 1 / I I I --- i / 1 1 Actu ' ` 1 III I L=75.7± ' � ` � 111 ' ' till \1 Uhl I0 r4l t { , � i till , I \ i11 I I I �q till I I I . Mill , L----J 1 I1t1 i t 1 I I �1 I I l / C4, I 0SNEr ' 85x5 \ t II 1 { 1 / / , t till'1 { 1 10 SIDE LINE (TYP) ^I / I tl { 1 ' 1 217.g0' .------ it l' { I ' —_—� i It li { i S4Z°13fl 45"W / — I It , I 1 i 11 1 c i X 1CA 87 88 m 1 t 1 m o I� ,.roTi�L N/F Phillip E. ToussaintIt II` 88x4 88.�.i 'r`• T 1 -- -- _--- - ---- - I 85- -----__- -__ --------- EXIST. SAN. MH40 TF=88.0 II FL=76.0 W PRIVACY SLATS 1 V/Lr C rvu II LIMIT OF WETLANDS AS ' SDR 35 S=2.096 MIN. EXIST. DG ENDWALL II a SHOWN ON REFERNCE FL=81.7t MAP N0. 1 (TYP) EXIST. FLARED END Il APPROX. LOCATION • FL=81.7 lI EXIST. 6" GAS MAIN II u ll �n Il _ _ _____ B5----- III 1487 APPROX. LOCATION --- -------------------------- ---------- 84---__ _____ 'III------ _ EXIST. 12" WATER MAIN -_--------��-------- r �t9'�E .--_______=_ === _ _ _ ------ -- - - ^�\ 1 t II e7x7 i 1 `` ——— _ --————— ———— °g ', FLARED END W/RIP RAP S 1T 1 FL-83.10 • \�� ` �"N = t M M = = � � ACV t � 1 1 II �/1 t 1 ------------- c'c,' ; 88-15" HANCOR l i lit! i 1-0 S=0.5X ,R I 88.5 :.:.:.:.:.:.:.:.'.'.' •:77 .:.:.:.:.:.'.'.';.'.'.'.'. i to I CB "CL" �. .. .. .'.'.'.'..'.'... .... '• � �1 ? CLEAN-OUT W/HOODED OUTLET _.1. TF=88.00 . .... ...;..' ''. .'.'. .'.'.'.'.'.'.'.'.' W ,'� , I FL=83.60 . _.. PROP; BUILDING.'.'.'•.'. .' , ; II I L=75.7f INVEF V ^.... .'. 0 LATE; ^ + TO T; . .... . . 16 20' 24'' , . . ....: i i FOUN %'`"' ' a i— EXIST. FOUDATIONS N011F —8S " ' I ' TO BE REMOVED ------- _ PROCESSED - . .... .... .;.'. ...... . . .. ..�=i _ f Leader tqp. I GRAVEL , �,.� .. . . �'.i.'.'.'.t HC vl ' ' t` TEMPORARY 1 , , 7T -__- _ .�� FLARED END °' w , , + I FL=86.00 1 TOPSOIL ' STOCKPILE ' C° WAL ° C -- - • cwi, , I Illl , I TV 1 I 8 i 8. 6 B. `o .R 88 0' t u i EXIST. WELL 88 0\ I II TO BE REMOVED c _ cc u � 1 - 88.3 --- 000 i It +' ,i r� T� 65-12" RANCOR + HI—Q S=0.5X _ R 30 t till', ,+ 85x5 N ' iilli CO w T EXIST. BRUSH YP) __ TO BE REMOVED ' BIT. PVMT. �+ _ „ � , ENDS NO CURB -' + " I ► ' 10' SIDE LINE (TYP) _—— — , , I,Ili I 1 CB wCLn m t t I t 1 W/HOODED OUTLET' S4zo�? 45 W , 1 II , TF=87.60 ,' ' FLARED END =84.10 ,r' 'rr '` fl i ` t II % X FL=86.50 toolr \ nII 5 N —�� ' -► i CA 87 88 Z 1 _ 96-15" RANCOR v ED S=0.5X `" , N/F Phillip E. Toussaint lh, 1 I ' 88.4 88 85----= _-_--__-----=__ ' —86 — -- _, 87 1 EXIST. SAN. MH TF=88.0 ' N/F Norman P. Priest FL=76.0 II CoNb mcs i% * 46"