Loading...
HomeMy WebLinkAboutSite Plan - Conservation (3) TOWN OF SOUTH WINDSOR SUBM17 ED INLAND WETLANDS WATERCOURSES AND CONSERVATION APPL ;ATiO gl APPLICATION # q 7-1�3 DATE RECEIVED -S-I 7 South Windsor INLAND WETLANDS AGENCY/ INSTRUCTIONS CONSERVATION COMMISSION 1. THE APPLICATION, MAP AND PLANS MUST BE SUBMITTED IN DUPLICATE, TOGETHER WITH THE FEE SET FORTH IN THE INLAND WETLANDS, 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: Antonio Pacheco ADDRESS: 307 Bonney Street, New Bedford, MA 02744 PHONE: (HOME) 5 0 8-9 9 9-3 8 2 6 (WORK) B. LEGAL OWNER'S NAME: Same 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) Dunkin' Donuts 66F 1. Contact Person (if further information is needed). Henry P. Torcellini , P.E. - Gardner & Peterson Assoc. Phone # (work) 860-871-080fax # 860-875-2086 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. Southeast corner at the intersection of Pleasant Valley Road and Route 5. Assessor's Map # 33 Parcel 41 , 42 Zone General Commercial F. NAMES OF ALL ABUTTING PROPERTY OWNERS: (Use separate sheet if necessary) Patricia J. Gentile, 69 Frances Street, Manchester, CT 06040 Richard Grigorian, 369 Main Street, South Windsor, CT 06074 -------------------------------------------------------------------- G. HAVE YOU NOTIFIED ALL ABUTTING PROPERTY OWNERS BY CERTIFIED LETTER THAT AN APPLICATION IS PENDING BEFORE THE AGENCY? ABUTTERS WILL BE NOTIFIED ON FEBRUARY 21, 1997. ** (You are required to supply a copy of 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: Activity includes installation of a culvert in the existing water conveyance system to allow filling for the construction of additional parking-, approximately 700 cu. vd. of clean fill. 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 WETLANMAND WATERCOURSES TO BE ALTERED: 0. 11 AC K. ACREAGE OF WETLANDS AND WATERCOURSES TO BE CREATED: 0 L. LINEAL FEET OF PROPOSED STREAM ALTERATION: 120 'M. TOTAL LAND AREA OF PROJECT AND PERCENTAGE WHICH IS WETLANDS 43, 875 Sq. Ft. - 16. 3% is wetlands 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.) Wetland permit transfer August 29, 1996, P&Z site plan approval July 30, 1996 DOT entrance permit 0. THE APPLICANT (OR DESIGNATED REPRESENTATIVE) HEREBY ATTESTS THAT A SIGN WILL BE POSTED AT THE FOLLOWING LOCATION(S) One facing Pleasant Valley Road and one facing Route 5 by Gardner & Peterson NAME Assoc. ON OR BEFORE THE FOLLOWING DATE: Febrt arY 21 , 1987 SIGNATURE: THESE SIGNS MUST BE DISPLAYED CONTINUOUSLY FOR AT LEAST TEN (10) DAYS PRIOR TO SCHEDULED MEETING (See Regulations, Section 7.3a). TI-iR.UNDEPSIGNED HEREBY APPLIES P6P, THE.REGULATM 1ACT7V'ITIES LISTED IN PARAGRAPH H ABOVE; FOP. A INLAND.-V/ETLA.NDS, Vi"ATERCOU.R.SES AND CONSERVATION PERMIT FOR THR PROPCI RTY DESCRIBED MEIN AND CONFIRMS THAT: 1. APPLICANT IS FAMILIAR WITH THE CURRENTLY , 'TIVE INLAID W7aMAND. WATE'.RCOURSES AND CONSERVATION REGULATIONS OF THE TOWN Oki s6UTII WINDSOR. 2.' APPLICANT UNDERSTANDS THAT AT ANY TWE DURING} M REVIEW PWOID, 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 SUBMI"T'I'ED IN THE APPLICATION FOR REVIEW SHALL BE CONSIDERED FACTUAL, OR IN TI-IE CASE OF ANTICIPATED ACTiVTTY, BINDING. A KNOWING FAILURE OF THE APPLICEIM OR ANY OF IlER[ I S AGENT'S TO PROVIDF, 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, THt APPLICANT LIVES PERMISSION TO THE INLAND WETLAND, WATERCOURSES AND CONSERVATION CC)M'MISSION MEMBERS AND/OR ITS REPRESENTATIVE TO ENTER'IHE-TORTIONS OF THE PREMISES WHICH ARE SUBJECT OF THE APPLICATIONN,FOR..TfiE'PLJRPOSE OF INSPECTION AND INV".rSTIGATION AND OTHERWISE EVALU'ATINCs THE MERITS OF THE APPLICATION BOTH BEFORE AND AFTER A FINAL DECISTN HAS BEEN ISSUED. tg attire of wn2r a ropers Date 1 L J ignature of App rcamt Date - --�aj Aw Impacts: The proposal will reduce the available food and cover presently used for wildlife. The flood storage and sediment trapping capacity will also be reduced The present plan does not show a significant replacement in flood storage capacity or sediment trapping. The proposed planting plan indicates that blue rug junipers will be planted on the slopes of the excavated area, they provide good wildlife food value and are a good ground cover. The proposal is rather limited in the types of plantings that will provide diverse food and cover values for wildlife. �= P GARDNER & PETERSON ASSOCIATES - - -- ` 178 HARTFORD TURNPIKE TOLLAND, CT 06084 TEL: 203-871-0808 i _ € i a E i a x r °a x x S € { a x . € f £ 1 £ € x { € a € € € x x _ s # � E £ e £ # f £ x a _ £ e # x € € _ € a = a x = a 6111� x { £ x a _ € = a € a { # € { £ i £ £ _ gg$ {[ # 4 x c� P I € _ _ _ = f = x £ x x F # x �U "giv- i s x x x € x x AA�y € i t x £ x E £ { € { JanLl . GARDNER & PETERSON ASSOCIATES - 178 HARTFORD TURNPIKE lt'� -i� TOLLAND, CT 06084 � TEL: 203-871-0808 a i € € € p t { S € € I { 4 f € x x fT£ 1 E —.._ €... x x € f x £ € { x { € x x £ x S { 3 s � I r *" s £ a £ x c kJ Coto € £ { I $ x x € { z s x e I x x s x € £ € , i x z z x £ £ x z x e { € € x x � £ € £ x € € € x { i x � - { € € s € x s � - x { € E £ £_ € x x x i t x x x € { £ € £ € x x z £ � € £ E i 3 GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CT 06084 �-- TEL: 203-871-0808 IT _._. € # x # _ x { i { € �7 i��lJ it/fLYtS D-Y #_ Ad- € _ € _ t x { x 4 x y { # # # ` { { # s # { —nd- x ilij, !j:)' v t 1, L. 1—I dal { x € _ C x x E _ t ; E x ; € { { # # e € ._ { { { # x p # ' ig x # { x = { # € € # { r x = ll j g_._.., _l.. .. ...._} .> i. .._- ter. .. .. E x € 4 x x x < t j a � x s : i x x jO,{ Rz£ n GARDNER & PETERSON ASSOCIATES - - 178 HARTFORD TURNPIKE a-1`z TOLLAND, CT 06084P�- TEL: 203-871-0808 - _ . x r < € € x < dLi t. !_ 141e< Y;l�r1�A4 �al,l G {Gat �1 € € € x a Y1 f 1S5Un .. o a tin /�S nlc :Lolo t n i � 1 i x € p . < i 7 _. C = ate Pt 0 _ s x € xx < { € E �..., `_...__... ;,�l+$a�,>`,__3k�•.�-� �..�� _ !tom _ _ _ .. 4 b _ f _ x x € E Fed ('fir/•/� x (//'f Wiy € € € € x £ rodf 7CD C? / < < Go x 3 € f € x € < £ € x" x i { £ . ...,... . . e x £ < x x € < x x < € x x € s x O_ JOB NAME Wn Ui� '!—6o As GARDNER & PETERSON ASSOCIATES JOB NO. �'3�3 PAGE-Y—OF 178 HARTFORD TURNPIKE TOLLAND, CT 06084 CALCULATED BY Mki) DATE -'e O l TEL: 203- 871-0808 VERIFIED BY DATE G U TT E R IF LOW ANA LYSIS AI ENTERING CATCH Q BASIN AI BYPASSING INLET ) I Q BYPASSING INLET ' (CFS) WIDTH OF FLOW (FT) M DEPTH OF FLOW AT 3 GUTTER (FT) CROSS SLOPE 4 OF SHOULDER ' GRADE OF GUTTER 14 (FT/FT) Q TO INLET (CFS) � O RAINFALL INTENSITY (IN/HR) TOTAL AI r SUM OF AI AI 0 RUNOFF COEFFICIENT 0 AREA (ACRES) TIME -TO INLET (MIN) INLET NUMBER M � GARDNER & PETERSON ASSOCIATES JOB NAME PAGE`��� OF 178 HARTFORD TURNPIKE JOB NO, 1pp TOLLAND, CT 06084 CALCULATED BY�•T` DATE a 11�97 TEL: 203-871-0808 VERIFIED BY DATE STORM SEWER DESIGN 'N7 a HEADWATER ( FT) FULL CAPACITY (CFS) AVERAGE VELOCITY (FPS) lrj SLOPE (FT/FT) LENGTH OF PIPE r oc (FT) PIPE SIZE. ( IN) Q IN SYSTEM .(CFS) 911 RAINFALL INTENSITY Q ( IN/HR) a SUM OF AI IN SYSTEM AI ENTERING CATCH BASIN ACCUMULATED TIME ` (MIN) t(� TIME IN PIPE (SEC) TIME TO INLET (MIN) V1 LINE SEGMENT �. GARDNER & PETERSON ASSOCIATES LAND SURVEYORS • PROFESSIONAL ENGINEERS 178 HARTFORD TURNPIKE EVERETT 0.GARDNER,P.E.,L.S. TOLLAND CONNECTICUT 06084 TELEPHONE (860) 871-0808 , KENNETH R.PETERSON,L.S. FAX (860) 875-2086 HENRY P.TORCELLINI,P.E. SUSAN E.JAMAITUS,L.S.- DOUGLAS T.SANBORN,L.S. MARK A.PETERSON,C.E. February 24, 1997 CERTIFIED MAIL #Z 691-700-470 Ms. Patricia J. Gentile 69 Frances Street Manchester, CT 06040 Re: Dunkin' Donuts, Route 5 and Pleasant Valley Road, South Windsor Dear Ms. Gentile: 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, r Henry P. Torcellini, P.E. HPT: jml 93731.DOC s 2 An application has been:submitted' to the South Windsor Inland Wetland ;and Conservation Commission;'for activity within,. . regulated wetlands for a building under c66struction. 'The` applicant p'ropode's to fill an aj;pa of wetland's for parking lot expansion. The`'property is located on the southeast corner of Joon Fitch Boulevard and Pleasant Valley Road. The building and. other associated improvement's are under construction at this , time. r, The wetland consists- of a drainageway,, leading` from; John Fitch Boulevard southwest toward the South ,Windscr ,Akena. The water is then piped under the parking area for -the arena before discharging to a wooded .area to the vest of the arena building. The wetland is fed almost entirely by runoff from paved surfaces ' with a small component of ground water exfiltrati.on "'also discharging into the:. mapped-wetland. The main:;'function'. of the wetland area is conveyance, ofI stormwater. It ,also has 'minor functions in sediment trapping and wildlife habitat. .' The ,vegetation in the wetland consists of, numerous species, many of which aro rated -as upian&, speci:es. The canopy layer is dominated by Catalpa (Catalpa biQnonioides) . .,The. understory conta3 ns' a Unix o f��'shrubs that- include Raspberry (Rubus idaeus) ,/ 'Multiflora .rose `'(Rosa multiflorA), Silky_ Dogwood {Corms amomum)l Red-Panicle Dogwood (Cornus ` racemosa) . Species in' the herba6eous layer inc.ludo, $kunk abbage {SymplorarPus foetidus) and Sensitive- Fgrn. (Qnoclea sensib' ];is) . A dominant vegetative feature ,in the wetland si a liana or vine of Fox; Grape (Vitus labrj�sca) 4. The wildlife habitat function'of , tte, wetlandfis mainly derived, from the presenceNof Fox Grape which ,,produces grapes that attract many bird species. Additionally, the RaspbeA yfalso provides food for birds; and .the Multiflora rode and othe.'k brambles provide cover for birds. The, wetland' area= is too> smalL and too close Ito Route 5 1 , provide any ignifica5it wildlife habitat for °large ,and simal3::� mammals. No 'aquatic habitat ":exists within the wetland, The soils In the wetland consist_ of a sandy soil dominated by road sand, t has accumulated in the areA. ' .Thesei soils have little moistur old.ing capacity with thw-exception,of pockets of silts that hav ` `1so washed n from the surroundingtpaved areas. The propos4l is to fill approximately 3300 square feet of the regulated wet-+end' and provide a'30" RCP. for conveyance of the existing drainage. ' Additionally, the sto.r�Lwater, runoff from the paved parking lot:will discharge to a proposed sediment chamber and plunge pool prior to discharging into the wetland. Two stone filter berms are proposed to assist in capturing sediment. 4 3 Although the result of the application will be the loss of approximately 3300 square feet of wetlands*'-:and associated . vegetation, the main functions of the wetland (conveyance and sediment trapping) will continue., Two stone filter berms, are proposed at tie outlet °end of the storimwater. `discharge These berms help trap sediment from the ;parking lot runoff and the runoff from off-site areas. ' The front portion and rear portion° of the wetlands :will rema n, . and the vegetation in these_,areas will remain. The area around the outlet end of thee 'stormwater discharge" is proposed, to be planted wi th Blue Rug Juni pe>i;` This planting 'is for esthetics and stabilization. Pue to the well and excessively drained soils and steep slopes, it is impractical to, propose wetland plantings'along the slope.. It,,may be possible, o plant some herbaceous wetland species in the akea of the stone' berms to .increase nutrient removal. However, I would recommend that they be. non invasive species such as Lurid Sedge and Soft Rush. However, if wate::p�a`quality is aii issue, Cat-trails, 'although an invasive' species, .are well,' suited for._improving`.wa'ter quality. In conclusion,. the proposal: wjll entail the loss` of 'approximately 3300 'square., feet; of designated -,yetlands. The main functions of the wetlands will not be lost. 'Sole° diminution of the 'area °asa" food source for birds will occur ,due to the' loss of some of t46e plants currently growing in the wetlands. Due' to site constraints it is impractical to- create wetlands -or to otherwise mitigate the, loss of .the vegetation`'currently` found in the wetlands. . South Windsor Arena & Sports Complex 585 JOHN FITCH BLVD., ROUTE 5 SOUTH WINDSOR, CT 06074 (860) 289-3401 FAX (860) 282-9423 ORDER DESK ONLY: 1-800-HOCKEY-1 I� MAP 26, 1441 SOUth Windsor INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION March 24, 1997 m It May To Who y Concern: 1,Richard Grigorian,am in favor of enclosing the runoff water on the Dunkin Donut Plan only if a catch basin is placed at Route 5 and at the head wall on the Grigorian property. Anything else will leave the project incomplete. Mr. Gentile and myself will give permission,without compensation,for possibly going on property and extending culvert and placing catch basin. I would also recommend a 4-ft.pipe to tie into the 4-ft.pipe on the Grigorian property. A 4-ft. is possible since a 2-ft.pipe and a 3-ft.pipe come into the drainage and they are never maxed out. I question a 3-ft. pipe as being adequate enough for that once or twice in a lifetime storm. I am sorry that I can not attend this meeting for I will be out of the country. Jeff Folger,however,visited the site and knows my thoughts. Thank you in advance. Since Richard Grigorian This is a very important request, since I will be returning on the 9 h of April,anything other than my suggestion wouldn't be in the best interest of property owners or ultimately the community or Dunkin Donuts. I would be able to attend the next special meeting or whatever you decide. Thank you. _ S0W N SP4 �w ti F Ti� V/ sloam6� 4 :J 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �dsox•co`' AREA CODE 860/644-2511 Date: March 21, 1997 To: Hank Torcellini - Gardener and Peterson Assoc. 178 Hartford Tpke Tolland, CT 06084 From: Jeffrey H. Folger Zoning/Wetland Officer Town of South Windsor Re: Review of Dunkin Donuts proposed stream alteration John Fitch Blvd dated 3/5/97. I have reviewed the site plans for the proposed Dunkin Donuts parking lot expansion with the following comments: 1. The proposed activity would disturb approximately 3300 sgft of wetlands and watercourses. The proposed mitigation area shows only 180 sgft of additional storage. In addition, the stormwater renovation, sediment trapping or wildlife habitat properties of the existing wetland area will not be adequately addressed with the mitigation area shown on the plans. 2. At a minimum, catch basin#4 should be hooded to help retain hydrocarbons and other automotive fluids generated from parked cars. 3. A maintenance schedule for cleaning the sediment structures and infiltrators should be stated on the plans. 4. The proposed activity is to take place in an existing State drainage right of way, has the applicant applied for the necessary approvals from the State? 5. The applicant should be prepared to demonstrate that there are no feasible and prudent alternatives to the proposed activity that would produce less of an impact. cc. Town Engineer Town Planner IWA/CC MEMORANDUM To: South Windsor Inland Wetland/Conservation Commission. From: Jeffrey H. Folger-Zoning/Wetland Enforcement Officer Date: March 25, 1997 Re: Review of the proposed Dunkin Donuts watercourse alteration. Plans dated 2/18/97. The project is to pipe approximately 120 feet of an existing watercourse to expand a parking lot. Activities include the clearing of existing riparian vegetation and the placement of fill material in the watercourse channel to bring the grade level with the present parking lot. Site: The site is located in the Podunk River watershed. The total land area equals approximately 1 acre. A 2400 sgft building is presently under construction on the northern portion of the site. Total impervious coverage is proposed to equal 59% of the site. The watercourse receives overland runoff from the site and from approximately 1200 feet of Route 5 and a small area east of Rte 5 through a 24" culvert and a 30" culvert. Historically, the site has been home to a gas/service station on both sides of the watercourse. The Soil Survey designates the soils as Made Land (Ma), filled and altered. The watercourse is located in an isolated gully approx. 5 feet deep and 45 feet wide at the top of bank. The channel ranges from 2 to 5 feet in width with a base flow of 1 to 3 inches. There is a small flood plain associated with the stream that ranges from 15 to 25 feet wide. The channel bottom is comprised of course and fine sands. There is ample evidence of deposition of sands on the flood plain during times of high water. The riparian vegetation adjacent to the gully is dense shrub in the lower, middle and upper middle layers. The upper canopy is sparse and aligned along the edges of the gully. Shrub vegetation in the channel and flood plain is moderate. This watercourse flows into a 48" culvert approx. 35 feet from the southwest property boundary. This culvert was the product of a wetland permit in 1993 granted to the skating rink and pipes approx. 400 feet of the watercourse on that site. The watercourse then entefs a 2 foot pipe and heads west through an Ag field to a drainage ditch and heads south to the Podunk River. Major functions of this wetland area would be limited due to the small size and relative isolation, however it does serve as a sediment trap from inputs from the road and would provide some pollutant renovation. Wildlife values are limited due to its isolation but would be utilized by birds tolerant to human activities and some amphibian species. The width of the bottom of the gully would provide some flood storage during heavy flows although the contributing watershed appears to be rather small. SUS z q7 P �j V41 C( tGi r1 t. O)'-� I i) C? oll uGt f� -�7I �/�� 97 * 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 l�Osoa coy AREA CODE 860/644-2511 April 23, 1997 CERTIFIED MAIL Antonio Pacheco 307 Bonney Street New Bedford, MA 02744 Dear Mr. Pacheco: Re: Appl #97-13P, Dunkin Donuts/ easa Valley Road South Windsor, CT 06074 At the April 16, 1997 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application#97-13P, IWA/CC permit for the installation of a culvert in the existing water course to allow filling for the construction of additional parking on property located at 269 Pleasant Valley Road, GC zone (Assessor's map #33, parcel 41 & 42 as shown on plans prepared by Gardner & Peterson Associates, Map No. 9373 and revised through March 5, 1997. 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. 2. Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4. The permit is valid for five years and shall expire on April 15, 2002. It has been IWA/CC's policy to notify landowner(s)/applicant(s) of expiring wetland permits. However, 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. 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. We recommend a bond in the amount of$5,000 to be submitted to the Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 8. Maintenance and inspections of sedimentation structure and sediment basin shall take place twice a year (May and November). 9. All landscaping materials will be approved by the Zoning/Wetlands Enforcement Officer. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabe A. Warren, Chairman EAW/pmm cc: Chief Building Official Planning & Zoning Commission Town Engineer Gardner & Peterson Associates, 178 Hartford Turnpike, Tolland, 06084 �9 -- J �`'" 172,000N ZVI r 70 - / r �0 41'49'1 5- 2b &Ik m 6p I \ _ I 171,000N Blk c / - 60 �' / / all 6• 186,000E �N J PRIMARY CONTROL AND REPRODUCTION BY THE SURVEY AND MAPPING DIVISION SHEET 243 GENERAL-SERVICE DEPARTMENT SOUTH WINDSOR THE METROPOLITAN DISTRICT THROUGH ITS COMMISSION ON REGIONAL PLANNING HARTFORD COUNTY CONNECTICUT 7 > r o i OR MOtto 49 � � rsop 40 , r� WSW IW ..,� •1 db =1 � r tOw" se C ~ 7-0� 071Cs1Va ?d&U&Olt ci •• c�i s 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074-2786 ��tiOsoR:coN AREA CODE 860/644-2511 FAX 860/6443781 February 11, 1999 Mr. Antiono Pacheco 307 Bonney Street New Bedford, MA 02744 Dear Mr. Pacheco: Re: Appl#97-13P, Dunkin Donuts This is to advise you that the Planning and Zoning Commission voted on February 9, 1999 to release the landscaping bond for the above-referenced project in the amount of $2,000. Advance arrangements should be made to pick up the.bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, PLANNING&ZONING COMMISSION I tlzll Frank A. Castro, Jr., Chairman FAC/dlw �� 3 r, cc: To wn Engineer ,h r` REcd FES 19 1999 Le � SOUTHINhipgpR :. ' \ a