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Home My WebLink About03-59P_PROPERTY OF ERNESTINE M. CHARBONNEAU_ABBE ROAD0 foo 5o GR'APHIC SCALE 0 ( IN FEET ) 1 inch = 100 ft. �03-5`� n TOlAo'" OF O WiNC'SCRZ 459 SOrJTH WINDS®m _ . 1 1 PUYWING DEPT. THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH AND/OR 07HER SOURCES OF INFORMA710N. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE R7ELD SURVEY MAY DISCLOSE. IT CONFORMS TO 7HE CLASS "D" REQUIREMENTS OF THE "CODE OF RECOMMENDED PRAC77CE FOR STANDARDS OF ACCURACY OF MAPS" OF THE CONNEC77CUT TECHNICAL COUNCIL, INC. Map Lot Name & Address Map Lot Name & Address 7 1 Jillson Farms Associates 15 131 Town of South Windsor P.O. Box 415 1540 Sullivan Avenue East Windsor. Hill, Ct. 06028 South Windsor, Ct. 06074 3 Maynard & Ruth Briggs 139 Thomas & Janette L. Murtha 124 Long Hill Road 26 Marty Lane South Windsor, Ct. 06074 South Windsor, Ct. 06074 4 Three 59 Burnham Street LLC 140 John H. & Claire M. Brault 359 Burnham Street 20 Marty Lane East Hartford, Ct. 06118 South Windsor, Ct. 06074 5 141 John D. & Lorraine T. Sevigny 8 Marty Lane 8 1 George & Sofia Christoforakis South Windsor, Ct. 06074 196 LeFoll Boulevard South Windsor, Ct. 06074 142 Alexander Manuck 7 Marty LAne 2 Robert G. & Barbara H. Morris South Windsor, C. t 06074 200 LeFoll Boulevard South Windsor, Ct. 06074 143 Richard N. & Patricia A. Adams 15 Marty Lane 60 Barbara Murray South Windsor, Ct. 06074 712 North King Street South Windsor, Ct. 06074 144 Mark W. & Sally M. Nixon 21 Marty Lane 61 Jin Liu & Xiaonian Ma South Windsor, Ct. 06074 785 Chapel Road South Windsor, Ct. 06074 145 Paulino M. & Jennifer M. Valente 25 MArty Lane 62 Denise & Christopher Rosa South Windsor, Ct. 06074 775 Chapel Road South Windsor, Ct. 06074 146 Town of South Windsor 1540 Sullivan Avenue 64 William D. & Tamra L. Rome South Windsor, Ct. 06074 795 Chapel Road South Windsor, Ct. 06074 147 John J. Mills 153 Gail Lane 14 59 Beaton J. Case South Windsor, Ct. 06074 656 Chapel Road South Windsor, Ct. 06074 148 Debra J. Hughes 147 Gail Lane 60 William & Lori Mooney South Windsor, Ct. 06074 664 Chapel Road South Windsor, Ct. 06074 149 Robert J. & Barbara J. Trantolo 139 Gail Lane 79 Brian & Ann Douglas South Windsor, Ct. 06074 190 Long Hill Road South Windsor, Ct. 06074 150 David J. & Elizabeth L Cocola 131 Gail Lane 81 Thomas P. Julian & Laure Nicholas South Windsor, Ct. 06074 122 Gail Lane South Windsor, Ct. 06074 151 Steven & Kimberly M. Tenenbaum 123 Gail Lane 82 Laurie J. Tursi South Windsor, Ct. 06074 130 Gail Lane South Windsor, Ct. 06074 83 John A. & Susan R. Rose 138 Gail Lane South Windsor, Ct. 06074 84 James P. & Heidi K Larkin 146 Gail Lane South Windsor, Ct. 06074 85 Stephen W. & Marilyn C. Lewandowski 154 Gail Lane South Windsor, Ct. 06074 86 William Loher 707 Chapel Road South Windsor, Ct. 06074 87 Laurel M. Riding 699 Chapel Road South Windsor, Ct. 06074 88 Carol L. Rossick 691 Chapel Road South Windsor, Ct. 06074 89 Charles E. Manning, Jr. 170 Long Hill Road South Windsor, Ct. 06074 90 Gary L. & Carol S. Schultz 160 Long Hill Road South Windsor, Ct. 06074 91 Vi T. & Huyd Vu Hein 146 Long Hill Road South Windsor, Ct. 06074 92 Helen A. Hilt 161 Long Hill Road South Windsor, Ct. 06074 93 Raymond A. & Dianna E. Burnham 171 Long Hill Road South Windsor, Ct. 06074 NOV 1 9 2003 SOUTH WINDSOR PLANNING DEPT TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTAN77ALLY CORRECT AS NOTED HEREON. REV 11-18— 03 NO CHANGES THIS SHEET REV. 10-22-03 NO CHANGES THIS SHEET REV 10-13-03 NO CHANGES THIS SHEET REV. 9-26-03 NO CHANGES THIS SHEET 00 0 0 M 0 N N C C 0 .0 ra U 00 0 0 ro O O N 0) U- M c 3 m 0 0 c� S65°35' 35" E SEE NOTE #5 CONSERVATION EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR. LANDOWNER HAS THE RIGHT TO MAINTAIN UNDERGROUND UTILITIES WITHIN THIS EASEMENT i :.. N/F Jin Liu & Xiaonian Ma Cq State of Connecticut 1-291 � 3 / -� EA SINE Nt366 Cti � / o / / �• N / / Zj Lot "B" a• Area = 116, 631 f s.f. 2.7f Ac. Map References: 20 SANITARY SEWER R. 0. W. IN FAVOR OF THE 1. Resubdivision Property Of Andre Charbonneau South Windsor, Connecticut TOWN OF SOUTH WINDSOR Owner —Developer Andre L. Charbonneau Dated 9-4-90 B J. R. Russo & VOL. 156 PG. 47 p y � "20.10' Associates. 242.23' (Lot)\ z � z 2. Town Of South Windsor Map showing land acquired from Andre L 70INSERVATION EASEMENT IN Charbonneau by the State Of Connecticut Interstate Route 291 (Limited Access AV R OF THE TOWN OF SOUTH Highway) May 1, 1990 Rev. 12-19-90 VAN OR. LANDOWNER HAS THE ot. IGH(f' TO MAINTAIN UNDERGROUND 3. Building Location Map, Zoning Plot Plan Prepared For Andre L, Charbonneau Chapel Road South Windsor, Connecticut Dated 3-2-94 Revised 7-12-94 No. 94013 Class A-2 By J. R. Russo & Associates Sheet 1 Of 2. Notes: 1. Parcel Located in RR Zone. 2. Parcel not located in a flood hazard zone Panel. No. 090036 0007 B. 3. Wetlands delineated by George Logan, Certified Soil Scientist of REMA Ecological Services in July 2003. 4. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J. R. Russo & Associates. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 5. The Connecticut Department of Transportation has not yet finalized the Right of Way mapping for 1-291. DATA BLOCK LOT "A" DRAINAGE EASEMENT IN FAVOR OF THE STATE OF CONNEC77CUT D.O. T. AS PER DESIGN PLANS FOR RECONS77?UC77ON OF CHAPEL ROAD co C6 to M LO 51 "ROP. 20' R.O.W. FOR UTILITIES, INGRESS &\, EGRESS IN FAVOR OF* LOT *Bw 4, =29 50 �R=60.00 ' 10.42' S2330'OF 0=2950' R= 40.00'• L=20.84' f t 0 o NIF o: W Maynard W. & Ruth A. Briggs C� a co r , rog" W N8.0 .00 191.78 N/F 201.72' Vi T. & Huyd Vu Hein _ o 80.96' — S66011 31 "E a� NF I �Co L1=35 2241 " R= 65.00' L=40.14' N/F A=3522'41" William Loher R=85.00' L=52.48' r iC4 'Ilt Lot "A" C0 Area = 64,582 s.f. 1.48 Ac. N7g'51'15rw ' �` (: CA l ol.38 ff . CONSERVATION EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR. LANDOWNER HAS THE RIGHT TO UTILITIES WITHIN AIN THIS AEASEMENT UNDERGROUND 1 N• S65003'59"E N/F Laurel M. Riding LEGEND. S89" °44 E N/F Harold E. & Carol 1. Rossick • EXISTING I.P. ■ EXISTING MONUMENT O PROP. I. P. o PROP. MONUMENT ZONE: RR REQUIRED PROVIDED REV. 11-18-03 CONDITIONS OF APPROVAL LOT AREA 40,000 s.f. 64,581t s.f. Chapel Road REV. REV. 10-22-03 NO CHANGES THIS SHEET 10-13-03 NO CHANGES THIS SHEET LOT WIDTH 175' 272.01' REV. 10-3-03 NO CHANGES THIS SHEET LOT DEPTH 200' 252.17' �.' REV. 9-26-03 NO CHANGES THIS SHEET STORIES/HIEGHT 2 1 /2 - 30' 2 STORIES Zj Special Exceptior LOT COVERAGE 10% 3.2±% FRONT YARD 50' 132't Resubd1.V' Y SIDE YARD 20' 261f °� REAR YARD 50 52 f Ann DATA BLOCK LOT "B" (INTERIOR IOT) ZONE: RR REQUIRED PROVIDED LOT AREA 80,000 s.f. 116,631f s.f. LOT WIDTH 262.50' 364't LOT DEPTH 200' 215't STORIES/HIEGHT 2 1 /2 — 30' 2 STORIES LOT COVERAGE 10% 1.2±% FRONT YARD 50' 78'f SIDE YARD 20' 92'f REAR YARD 50' 80'i A VARIANCE OF SECTION 4.6.1.0 WAS APPROVED BY THE SOUTH WINDSOR ZONING BOARD OF APPEALS ON JULY 10, 2003. GRAPHIC SCALE 40 0 20 40 6o 160 ( IN FEET ) 1 inch = 40 ft. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBS7AN77ALLJ6MpsAS NOTED HEREON. M Man References: i71 3 00 C:) O 1 M CD t) i W c C 0 wo U 00 0 a M 0 0 cV a U_ is c .3 L d t� Q x 1540 SULLIVAN AVENUE •SOUTH WINDSOR, CONN. 09074 `hosoeco`�� AREA CODE 860 r 64a2511 November 3, 2003 - CERTIFIED MAIL Mr. Robert Mannarino Marmatino Builders, Inc. 1169 Ellington Road South Windsor, CT W74 Rc: Appl 03.59P, Chapel Woods Resubdivision and Special Exception Dear Mr. Mannarino: We are pleased to advise you at its October 28, 2003, meeting the Planning & Zoning Commission approved with modifications Appl #03-59P, Resubdivision and Special Exception to Section 4.6.1 on 4.1 acres to create one conventional lot and one interior lot to be known as Chapel Woods on property located on the southerly side of Chapel Road, easterly of Long Hill Road, RR zone as shown on plans prepared by I.R. Russo, Inc., project #2003-008 and dated 10/22/03," revised. This approval is subject to the following modifications: I..This approval is for 2 lots, numbered 1 and 2. 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 3. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 4. Water shall be supplied to this subdivision by public water. 5. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage is pr NR t t of Sl. `00 �_ 6. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission dated 10/23103, including a bond in the amount of S5,000. 7. Prior to eommrncement of any site work, a meeting must be held with Town Staff. 8. All plans used in the field by Air developer must bear the stamp and authorized signature of the Town of South Windsor. 9. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 7Zn1 n oleS'o"14A °l(iir� IS40 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 00074 y4oaot cotle� AREA CODE 860 r 844-2511 October 23, 2003 Certified #70020510000091151812 J.R. Russo & Associates Attn: Jay Ursery I Shoham Road East Windsor, CT 06088 RE: Appl. #03-59P-Mannar(no guilders - 727 Chapel Road, RR, RR-O Residential zones Dear Mr. Ursery. Agency/Conservation At the October 15, 2003 regular meeting, the Inland Wetlands Commission approved application #03-59P-Mannarine, Builders - 727 Chapel Road - inland Weiland/Conservation Commission application to create a two -lot residential subdivision. RR, RR-0 Residential zones. This approval is subject to the following conditions: L 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 October 15, 2008. It is the landowner(s)lapplicant(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 abond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures, and installation and establishment of themifigation area and plantings. 7. A split rail fence is to be erected at the conservation easement boundary. r Mannarino Builders October 23, 2003 Page 2 8. A conservation easement to be established at the eastern and northern potions of the site. The easement is to be identified in the field with approved markers. 9. Construction fence is to be erected near the northern wetland prior to any constmction. Very truly yours. . INLAND WETLANDS AGENCYi CONSERVATION COMMISS/SSII�ONN(�Jj(f�p� � EI»��aTrcn,perso� n - ' - EW:dr cc: Marmarino Builders Mr. George Logan APPROX. LOCA77ON EXIST. SAN. MH TF= 116.21- FL=105.3f 116 SEE N07E #5 1 \` + � 1 11411 438' MyA S65°35' 35"E II 712 EXIST, SAN, MH II 77=112.9 I, II FL=105.4 EMERGENCY VEHICLE I ` II iI N/F TURNAROUND Jin Liu & Xiaonian Ma Ii FOOLING DRAIN I) OUTLET FL=116.0t 11/2 II 10. Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of V - 40% shall be submitted for each lot in the subdivision, showing proposed contours, elevations and ilia location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. 11. If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work This cash bond must be submitted prior to issuance of a Certificate, of Occupancy. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a letter of Credit for a one-year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter it is holding. 12. A drainage assessment fee in the amount of S 100.00 shall be submitted to this Commission. 13. No building permits will be issued until all modifications have been complied with, and the fund plans have been filed in the Town Clerk's office. 14. Engineering comments dated October 28, 2003 must be incorporated into the final plans. special Exception has been granted for the creation of the interior lot and approval becomes effective upon the filing of the enclosed special exception form in the Office of the Town Clerk. Black and white transparent mylars of Sheets 02 with the above modi6cations, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the W and Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After mylars have been signed by the Commission, they wi11 be returned to you for filing in the Office of the Town Clerk by February13,2003. After filing these plow, a copyofsbPJ..ag* Lwaaktp G�lJotlm•-• - ^. Planning Department. Sincerely, Kevin McCann, Chairman Planning and Zoning Commission Enclosures e;. Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal J. R. Russo, Inc. 1540 SULLIVAN AVENUE r SOUTH WINDSOR, CT 06074 lyaosonco�"vA TELEPHONE (860) 644.2511 November 13, 2003 J. R_ Russo & Associates, Inc. I Shoham Road East Windsor, CT 06089 Ann: Mr, Ursid RE: 2-Lot Subdivision Chapel Road South Windsor, CT Dear Mr. Ursirl: be 5 003 gave meeting ofNovem r 2 Control Authority, at id , 8 Water Pollution Con B The South Windsor ry, regular tie -lot satidMslon on 1 approval for the connection to the Towv's sewerage system of a residential Chapel . Road, South Windsor, CT, as more specifically shown on plans entitled "Special Exception Use/Intcrlor Lot, ResubdivIsleaTjot Plan", prepared by J. R. Rosso & Associates, lac., Project No. 2003.008, Drawing No(s) 3,dated 8.6.03, revised 9.26-03, 10.3-03, 10-13-03, 10.22-03, and subject to the following conditions: 1. Technical approval oftho Town Engineering Department. 2. • - Fiml Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer lino has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was Installed In substantial conformance with the design plans previously so roved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, . J00ph J. Chairman Water Pollution Control Authority JC:dd Cc: Matthew Gaillgan, Town Manager Michael J. Gantick, Director of Public Worsts Jeff Doolittle, Town Engineer ' Marcia Baaach, Director of Plam,ing Chris Dougan, Chief Building Inspector Mumarino Builders, Inc. 20' SANITARY SEWER R.O.W, IN FAVOR OF THE TOWN OF SOUTH WINDSOR VOL. 156 PG. 47 CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF EXIST. WYE PRIOR TO START OF CONSTRUCTION. FL=105.6f 182'-6" SDR 35 S=5.2t% FOOTING DRAIN OUTLET FL=115.0f PROP. 20' R.O.W. FOR I li UTILITIES, INGRESS & EGRESS IN FAVOR OF Ii LOT 14B» ' II DRAINAGE EASEMENT IN FAVOR OF 7HE STA7F OF CONNECTiCUT D, 0. T- AS PER DESIGN PLANS FOR RECONSTRUCTION OF CHAPEL ROAD EXIST. FLARED END ` j+ FL=110.6 114 116 - - BENCH MARK _ EXIST. CB 118 7F=119.1 FL=112.6 15" 1 FL=109.8 36" 27" SAN. ij . n M State of Connecticut I-291 130'-6" SDR 35 S=2.0% MIN. 122 \ 120 ` " � l -7 RC= D- 15 S66e11'31 "E 242.,23'\ (Lrot.)3 \ Lot "A" Arore - RQ �i2> e• -F CJ-12A PROP. UTILITY POLE, CONTRACTOR TO COORDINATE WITH UTILITY COMPANY CONTRACTOR TO VERIFY FL ELEVA11ON PRIOR TO START APPROX. LOCATION OF CONSTRUCTION. CORE EXIST. SAN. MH s' 7F=124.1f- 126 BORE/CHIMNEY CONNECTION FL=105.0f (SEE DETAIL) 1. 124 -POO ,. MAP CLOSING LINE tttt ��ttr�1 ttttt■ tto .... / N85°47 03' W 394, 69' _ 128 FL 27"=105111" / '� ♦ _ �� E$B ♦ ♦ LINE I 90'x90' BUILDABLE ♦♦TEMPORARY �0 REAR SQUARE (10,000 S.F.) it CLEAN -OUT TOPSOIL- ♦ ' (SEE DETAIL) ♦ STOCKPILEI _ _ BSI \\ �, ♦ j o N/F �♦ a oI W Maynard W. & Ruth, A. Briggs ,` co 1. Resubdivision Property Of Andre Charbonneau South Windsor, Connecticut Owner -Developer Andre L. Charbonneau Dated 9-4-90 By J. R. Russo & Associates. 2. Town Of South Windsor Map showing land acquired from Andre L. Charbonneau by the State Of Connecticut Interstate Route 291 (Limited Access Highway) May 1, 1990 Rev. 12-19-90 3. Building Location Map, Zoning Plot Plan Prepared For Andre L. Charbonneau Chapel Road South Windsor, Connecticut Dated 3-2-94 Revised 7-12-94 No. 94013 Class A-2 By J. R. Russo & Associates Sheet 1 Of 2. Notes: 1. Parcel Located in RR Zone. 2. Parcel not located in a flood hazard zone Panel. No. 090036 0007 B. 3. Wetlands delineated by George Logan, Certified Soil Scientist of REMA Ecological Services in July 2003. 4. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 5. The Connecticut Department of Transportation has not yet finalized the Right of Way mapping for I-291. SAVED J� v BASEMENT WINDOWS IN 6. The driveway is required to have a 20' paved apron starting at the existing THIS AREA MAY REQUIRE edge of pavement on Chapel Road. WINDOW WELLS 132 132., 7. Street excavation permits must be taken out by the contractor before t ` l30 installation of the driveway, water service and underground utilities. e 44, 5g" W 8. W. P. C. A. approval is required prior to construction. 30" �FECH TO 80 , �\ BE REMOVED N g1 q8 132 9. Driveway configuration on final plot plan shall provide a turnaround area for emergency and delivery vehicles. - A' 10. A Connecticut D.O.T. encroachment permit will be required for connection to 50' BU7L0iNG LINE �' sanitary sewer for Lot "B". FOOTING DRAIN OUTLET FL=117.5 � \ PROP. TREE N/F LINE (TYP) ` � Ma � � c„ Vi T. & Huyd Vu Hein 201. 72' T _, S660 11 ' 31 "E �- 4" ADS FOOTING '1 126 DRAIN OUTLET 128 80'x125' BUILDABLE SQUARE (10,000 ^1 I 11 ! S.F.) VARIANCE GRANTED OF SECTION 00 j oS I i - 10.3.7, WHICH REQUIRES A 90'00' CO, - - - _ 1 .134 BUILDABLE SQUARE, BY THE SOUTH- WINDSOR Z.B.A. ON JULY 10, 2003. i , 136 CHIMNEY -,HATCHWAY William Loher FOOTING DRAIN OUTLET FL=116.5 80 LF SPLIT RAIL FENCE W/SIGNAGE PER WETLANDS COMMISSION PROP. WATER MAIN EXTENSION, CONTRACTOR TO COORDINATE W/WATER COMPANY S05e03'59"E I 134 N/F Laurel M. Riding N/F Harold E. & Carol L. Rossick FRANTANTIS -+- UTILITY POLE c WATER GATE e GAS GA TE O EXIST. SANITARY MANHOLE ❑ EXISTING CATCH BASIN -Q- SIGN -� HYDRANT - - w- - U. G. WATER LINE EXIST. SANITARY SEWER EXISTING STORM SEWER A WETLAND LIMIT -z EXIS77NG CONTOUR ' PROP. CONTOUR EXIS77NG SPOT GRADE 256.D PROP. SPOT GRADE - S - PROPOSED SANITARY SEWER - W - PROPOSED WA TER -UG- PROPOSED UNDERGROUND UTILITIES • EXISTING I.P. ■ EXISTING MONUMENT 0 PROP. I. P. PROP. MONUMEN T tttt. - � STAKED HAYBALES OR SiLT FENCE AgB SOIL TYPE , I APPROX. SOIL TYPE LINE D UTILITY SERVICE `" w 522 sw w �-O BLOW -OFF ===15" RCP -• -- - \\ 1<i PAVEMENT PATCH 0 B 8" SAN. (SEE DETAIL) REV. 11-18-03 CONDITIONS OF APPROVAL, LETTERS ADDED \\ s REV. 10-22-03 TOWN ENGINEERS COMMENTS \ s � REV. 10-13-03 REVISED WETLAND LINE \\ J EXIST. WA7FR MAIN \\ REV. 10-3-03 RELOCATE HOUSE ON LOT "B" L N SNET SAN.AN. LATERAL • ; REV. 9-26-03 REVISED HOUSE FOOTPRINT ON LOT "A" & TREE LOCATION 5224 1 Special Exception Use/Interior ACE EXIST, WATER PROP. sAwcuT Resubdivision/Plot Plan OLE DURING WATER N MAIN INSTALLATION '� � Annlirnn t EROSION & SEDIMENT CONTROL PLAN KEY PS PERMANENT SEEDING TS TEMPORARY SEEDING CE CONSTRUCTION ENTRANCE GSF GEOTMLE SILT FENCE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTAN77ALLY CORRECT AS -NOTED HEREON. GRAPHIC SCALE Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of 0#: F C0!;''� Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Property Survey.♦��i Q��R. 40 0 20 4o ao 160 Exterior subdivision boundary lines are based on a Resurvey. The boundary determination of the interior lot lines are based on an Original Survey. This surveys conform to Horizontal and Vertical Accuracy co Class A-2 & T-2.LA - � 9 ( IN FEET ) 1 inch = 40 ft. MR GEOTEXTI LE SILT FENCE (GSF) CHECKLIST FOR EROSION CONTROL PLAN SPECIFICATIONS Materials Geotextile fabric. shall be a pervious sheet of polypropylene, nylon, polyester, ethylene or similar filaments and shall be certified by the manufacturer or supplier as conforming to the requirements shown in Figure GSF-1 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. The geotextile shall be non -rotting, acid and alkali resistant and have sufficient strength and permeability operations. Filamanets in the geotextile shall be resistant to absorption. The filament network must be dimensionally stable and free of any chemical treatment or coating that will reduce its permeability. The geotextile shall also be free of any flaws or defects which will alter its physical properties. Torn or punctured geotexti/es shall not be used. Supporting posts: shall be at least 42 inches long made of either 1.5 inch square hardwood stakes or steel posts with projections for fastening the geotextile possessing a minimum strength of 0.5 pound per linear foot. Placement Fortoeofslope: Locate 5-10 feet down gradient from the toe of slope, generally on the contour with maintenance and sediment removal requirements in mind. When the contour can not be followed install the fence such that perpendicular wings are created to break the velocity of water flowing along the fence. See Figure GSF-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control for spacing requirements. Swales: Locate "U" shape across Swale such that the bottom of both ends of the fence are higher that the top of the lowest section of the fence. Catch Basin in Swale on Slopes: Locate 2 "U" shapes across Swale as above. one immediately up slope from the catch basin and the other immediately down slope from the catch basin. Catch Basins in Depressions: Encircle catch basin. Culvertlnlets: Locate in a "U" shape approximately 6 feet from the culvert in the direction of the incoming flow. Culvert Outlets: Locate across the Swale at least 6 feet from the culvert outlet. Installation Trench excavation: Excavate a trench a minimum of 6 inches deep and 6 inches wide on the up slope side of the fence location. For slope and Swale installations, extend the ends of the trench sufficiently up slope such that bottom end of the fence will be higher than the top of the lowest portion of the fence. When the fence is not to be installed on the contour, excavate wing trenches spaces at the intervals given on Figure GSF-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. When excavation is obstructed by an occasional stone or tree roots, provide a smooth transition between the trench bottom and the obstruction. Support Posts: Drive support posts on the down slope side of the trench to a depth of at least 12 inches into original ground. Never install support posts more than 10 feet apart. Install support posts closer than 10 feet apart when concentrated flows are anticipated or when steep contributing slopes and soil conditions are expected to generate larger volumes of sediment. For catch basins in hollows, drive posts at each corner of the catch basin. Whenever the geotextile filter fabric that is used exceeds the minimum material specifications contained in this measure, the spacing of the stakes shall be per manufacturer's recommendations. Geotextile Filter Fabric: Staple or secure the geotextile to the support posts per manufacture's instruction such that at least 6 inches of geotextile lies within the trench, the height of the fence does not exceed 30 inches and the geotextile is taut between the posts. When the trench is obstructed by stones, tree roots, etc. allow the geotextile to lay over the obstruction such that the bottom of the geotextile points up slope. In the absence of manufacture's instructions, space wire staples on wooden stakes at a maximum of 4 inches apart and alternate their position from parallel to the axis of the stake to perpendicular. Do not staple the geotextile to living trees. Provide reinforcement for the fence when it can be exposed to high winds. When joints in the geotextile fabric are necessary, splice together only at at support posts, and securely seal. Backfil/& Compaction: Backfill the trench with tamped soil or aggregate over the geotextile. When the trench is obstructed by a stone, tree root, etc. make sure the bottom of the geotextile lies horizontal on the ground with the resulting flap on the up slope side of the geotextile and bury the flap with 6 inches of tamped soil, or aggregate. MAINTENANCE Inspect the silt fence at least once a week and within 24 hours of the end of a storm with rainfall amount of 0.5 inch or greater to determine maintenance needs. When used for dewatering operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits or, if room allows, install a secondary silt fence up slope of the existing fence when sediment deposits reach approximately one half the height of the existing fence. Replace or repair the fence within 24 hours of observed failure. Failure of the fence has occurred when sediment fails to be retained by the fence because: (a) the fence has been overtopped, undercut or bypassed by runoff water, (b) the fence has been moved out of position (knocked o ver), or (c) the geotextile has decomposed or been damaged. Maintain the fence until the contributing area is stabilized. After the contributing area is stabilized determine if sediment contained by the fence requires removal or regrading and stabilization. If the depth is greater than or equal to 6 inches, regrading or removal of the accumulated sediment is required. No removal or regrading is required if sediment depth is less than 6 inches. Remove the fence by pulling up the support posts and cutting the geotextile at ground level. Regrade or remove sediment as needed, and stabilize disturbed soils. HALE BALE BARRIER (HB) SPECIFICATIONS Materials Hay Bales: shall be made of hay or straw with 40 pounds minimum weight and 120 pounds maximum weight held together by twine or wire. Stakes for Anchoring Hay Bales. shall be a minimum of 36 inches long and made of either hardwood with dimensions of at least 1.5 inches square or steel posts with a minimum weight of 0.5 pound per linear' foot. Placement ToeofSlope: Locate 5-10 feet down gradient from the toe of slope, generally on the contour. When the contour can not be followed, stagger the bale installation and install perpendicular wings (spaces as shown in Figure HB-1 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition) to break the velocity of water flowing behind the bales. The barrier should be located with sufficient distance from the toe of the slope to allow access by equipment for removal of accumulated sediments. Catch Basins in Depression or Low Spots: Encircle catch basin or yard drain. lnsfa/lafion Trench excavation: Excavate o trench as wide as the bales and at least 4 inches deep. Each end of the trench should be winged upslope so that the bottom of the last bale is higher than the top of the lowest hay bale in the barrier. Hay Bale Placement: Place bales in a single row in the trench, lengthwise, with ends of adjacent bales tightly abutting one another and the bindings oriented around the sides rather than along the tops and bottoms of the bales (to avoid premature rotting of the bindings). Staking Hay Bales: Anchor each bale with at least 2 stakes, driving the first stake in each bale toward the previously laid bale to force the bales together. Stakes must be driven a minimum of 18 inches into the ground. Fill any gaps between the bales with hay or straw to prevent water from escaping between the bales. Backfrll & Tamped. Backfill the bales with the excavated trench material to a minimum depth of 4 inches on the uphill side of the bales. Tamp by hand or machine and compact the soil. Loose hay or straw scattered over the disturbed area immediately uphill from the hay bale barrier tends to increase barrier efficiency. MAINTENANCE Inspect the hay bale barrier at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inches or greater to determine maintenance needs. For dewater operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits or install a secondary barrier upslope from the existing barrier when sediment deposits reach approximately one half the height of the barrier. Replace or repair the barrier within 24 hours of observed failure. Failure of the barrier has occurred when sediment fails to be retained by the barrier because. (a) the barrier has been overtopped, undercut or bypassed by runoff water, (b) the barrier has been moved out of position, or (c) the hay bales have deteriorated or been damaged. Maintain the hay bale barrier until the contributing area is stabilized. After the upslope areas have been permanently stabilized, pull the stakes out of the hay bales. Unless otherwise required, no removal or regrading of accumulated sediment is necessary. The hay bales may then be left in place or broken up for ground cover. TEMPORARY SEEDING (TS) SPECIFICATIONS Site Preparation Install needed erosion control measures such as diversions, grade stabilization structures, sedimentation basins and grassed waterways in accordance with the approved plan. Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application and mulch anchoring. SeedbedPreparafion Loosen the soil to a depth of 3-4 inches with a slightly roughened surface. If the area has been recently loosened or disturbed, no further roughening is required. Soil preparation can be accomplished by tracking with a bulldozer, discing harrowing, raking or dragging with a section of chain link fence. Apply ground limestone and fertilizer according to soil test recommendations (such as those offered by the University of Connecticut Soil Testing Laboratory or other reliable source). If soil testing is not feasible on small or variable sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of 10-10-10 or equivalent. Seedin Apply seed uniformly by hand, cyclone seeder, drill, cultipacker type seeder or hydroseeder at a minimum rate for the selected seed identified in Figure TS-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Increase seeding rates by 107 when hydroseeding. Mu/thing See guidelines in the Mulch For Seed measures. MAINTENANCE Inspect temporary seeding area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater for seed and mulch movement and rill erosion. Where seed has been moved or where soil erosion has occurred, determine the cause of the failure and repair as needed. TEMPORARY SOIL PROTECTION (TSP) SPECIFICATIONS Materials Mulches within this specification include, but are not limited to: 1. Hay. The dried stems and leafy parts of plants cut and harvested, such as alfalfa, clovers, other forage legumes and the finer stemmed, leafy grasses. The average stem length should not be less than 4 inches. Hay that can be windblown should be anchored to hold it in place. 2. Straw: Cut and dried stems of herbaceous plants, such as wheat, barley, cereal rye, or brome. The average stem length should not be less than 4 inches. Straw that can be windblown should be anchored to hold it in place. 3. Wood Chips: Chipped wood material from logs, stumps, brush or trimmings including bark, stems and leaves having a general maximum size of 0.5 inch by 2 inches and free of excessively fine or long stringy particles as well as stones, soil and other debris. No anchoring is required. If seeding is performed where wood chips have been previously applied, prior to the seeding the wood chips should be removed or tilled into the ground and additional nitrogen applied. Nitrogen application rate is determined by soil test at time of seeding. 4. Bark Chips, Shredded Bark. Tree bark shredded as a by product of timber processing having a general maximum size of 4 inches and free of excessively fine or long stringy particles as well as stone and other debris. Material use is the some as wood chips. If subsequent seeding is performed where cellulose dense mulches (e.g. leaves, excelsior, woodchips, barkchips) have been applied, then prior to seeding either remove the mulch or till it into the ground with the application of nitrogen. Cellulose fiber is not recommended for use, except as a tackifier for other mulch materials. Tackifers within this specification include, but are not limited to: Water soluble materials that cause mulch particles to adhere to one another, generally consisting of either a natural vegetable gum blended with gelling and hardening agents or a blend of hydrophilic polymers, resins, viscosifiers, sticking aids and gums. Emulsified asphalts are specifically prohibited for use as tackifiers due to their potential for causing water pollution following its application. Neffings within this specification include, but are not limited to: Prefabricated openwork fabrics made of cellulose cords, ropes, threads, or biodegradable synthetic material that is woven, knotted or molded in such a manner that it holds mulch in place until temporary soil protection is no longer needed Site Preparation Prior to mulching, complete the required grading and install and/or repair other sediment control measures needed to control water movement within the area to be mulched. Application Spreading: Spread mulch material uniformly by hand or machine resulting in 1009' coverage of the disturbed soil. When spreading hay mulch by hand, divide the area to be mulched into approximately 1,000 square feet and place 2 to 3 bales of hay in each section to facilitate uniform distribution. (Hay/Straw 2-3 tons/acre) When spreading woodchips on slopes, it is particularly important not to spread the chips too thick. Excessive application tend to slip or slump when saturated. (Wood Chips/Shredded Bark 6 cu. yds.11, 000 s. f.) Anchoring. Apply tackifiers and/or netting either with the mulch or immediately following mulch application. Expect the need for tackifiers or netting along the shoulders of actively traveled roads, hill tops and long open slopes not protected by wind breaks. When using netting the most critical aspect is to ensure that the netting maintains substantial contact with the mulch and the mulch, in turn, maintains continuous contact with the soil surface. Without such contact, the material is useless and erosion can be expected to occur. Install in accordance with manufacturer's recommendations. MAINTENANCE Inspect temporary soil protection area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater for mulch movement and rill erosion. Where soil protection falls below 100q; reapply soil protection within 48 hours. Determine the cause of the failure. If mulch failure was the result of wind consider applying a tackifier or netting. If mulch failure was caused by concentrating water, install additional measures to control water and sediment movement, repair erosion damage, reapply mulch with anchoring. DUST CONTROL (DC) SPECIFICATIONS Mechanical Sweep/ng Use mechanical sweeping on paved areas where dust and fine materials accumulate as a result of truck traffic, pavement saw cutting spillage, and wind or water deposition from adjacent disturbed areas. Sweep daily in heavily traveled areas. Water Periodically moisten exposed soil surfaces on unpaved travelways to keep the travelway damp. Non Asphalfic Soil Tac*Aier Non -asphaltic soil tackifier consists of an emulsified liquid soil stabilizer of organic, inorganic or mineral origin, including, but not limited to the following: modified resins, calcium chloride, complex surfactant copolymers or high grade latex acrylics. The solutions shall be non -asphaltic, non toxic to human, animal and plant life, non corrosive and nonflammable. Materials used shall meet local, state and federal guidelines for intended use. All materials are to be applied according to the manufacturer's recommendations and all safety guidelines shall be followed in storing, handling and applying materials. MAINTENANCE Repeat application of dust control measures when fugitive dust becomes evident. MULCH FOR SEED (MS) SPECIFICATIONS Materials Types of Mulches within this specification include, but are not limited to: I. Hay. The dried stems and leafy parts of plants cut and harvested, such as alfalfa, clovers, other forage legumes and the finer stemmed, leafy grasses. The average stem length should not be less than 4 inches. Hay that can be windblown should be anchored to hold it in place. 2. Straw: Cut and dried stems of herbaceous plants, such as wheat, barley, cereal rye, or brome. The average stem length should not be less than 4 inches. Straw that can be windblown should be anchored to hold it in place. 3. Cellulose Fiber. Fiber origin is either virgin wood, post-industrial/pre-consumer wood or post consumer wood complying with materials specification (collectively referred to as "wood fiber'), newspaper, kraft paper, cardboard (collectively referred to as 'paper fiber') or a combination of wood and paper fiber. Paper fiber, in particular, shall not contain boron, which inhibits seed germination. The cellulose fiber must be manufactured in such a manner that after the addition to and agitation in slurry tanks with water, the fibers in the slurry become uniformly suspended to form a homogeneous product. Subsequent to hydraulic spraying on the ground, the mulch shall allow for the absorption and percolation of moisture and shall not form a tough crust such that it interferes with seed germination or growth. Generally applied with tackifier and fertilizer. Refer to manufacturers specifications for application rates needed to attain 809'-959' coverage without interfering with seed germination or plant growth. Not recommended as a mulch for use when seeding occurs outside of the recommended seeding dates. Tackifiers within this specification include, but are not limited to: Water soluble materials that cause mulch particles to adhere to one another, generally consisting of either a natural vegetable gum blended with gelling and hardening agents or a blend of hydrophilic polymers, resins, viscosifiers, sticking aids and gums. Good for areas intended to be mowed. Cellulose fiber mulch may be applied as a tackifier to other mulches, provided the application is sufficient to cause the other mulches to adhere to one another. Emulsified asphalts are specifically prohibited for use as tackifiers due to their potential for causing water pollution following its application. Nettings within this specification include, but are not limited to: Prefabricated openwork fabrics made of cellulose cords, ropes, threads, or biodegradable synthetic material that is woven, knotted or molded in such a manner that it holds mulch in place until vegetation growth is sufficient to stabilize the soil. Generally used in areas where no mowing is planned. Site Preparation Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application and mulch anchoring. Aggg of q Timing. Applied immediately following seeding. Some cellulose fiber may be applied with seed to assist in marking where seed has been sprayed, but expect to apply a second application of cellulose fiber to meet the requirements of MulchFor5eed in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Spreading: Mulch material shall be spread uniformly by hand or machine resulting in 80q-959 coverage of the disturbed soil when seeding within the recommended seeding dates. Applications that are uneven can result in excessive mulch smothering the germinating seeds. For hay or straw anticipate an application rate of 2 tons per acre. For cellulose fiber follow manufactures recommended application rates to provided 8090-9590 coverage. When seeding outside the recommended seeding dates, increase mulch application rate to provide between 957.-1007. coverage of the disturbed soil. For hay or straw anticipate an application rate to 2.5 to 3 tons per acre. When spreading hay mulch by hand, divide the area to be mulched into approximately 1,000 square feet and place 1.5-2 bales of hay in each section to facilitate uniform distribution. For cellulose fiber mulch, expect several spray passes to attain adequate coverage, to eliminate shadowing, and to avoid slippage. Anchoring. Expect the need for mulch anchoring along the shoulders of actively traveled roads, hill tops and long open slopes not protected by wind breaks. When using netting, the most critical aspect is to ensure that the netting maintains substantial contact with the underlying mulch and the mulch, in turn, maintains continuos contact with the soil surface. Without such contact, the material is useless and erosion can be expected to occur. MAINTENANCE inspect mulch for seed area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater until the grass has germinated to determine maintenance needs. Where mulch has been moved or where soil erosion has occurred, determine the cause of the failure and repair as needed. PERMANENT SEEDING (PS) SPECIFICATIONS Time Of Year Seeding dates in Connecticut are normally April 1 through June 15 and August 15 through October 1. Spring seedings give the best results and spring seedings of all mixes with legumes is recommended. There are two exceptions to the above dates. The first exception is when seedings will be made in the areas of Connecticut known as the Coastal Slope and the Connecticut River Valley. The Coastal Slope includes the coastal towns of New London, Middlesex, New Haven, and Fairfield counties. In these areas, with the exception of crown vetch (when crown vetch is seeded in late summer, at least 3511. of the seed should be hard seed (unscarified), the final fall seeding dates can be extended and additional 15 days. The second exception is frost crack or dormant seeding, the seed is applied during the time of year when no germination can be expected, normally November through February. Germination will take place when weather conditions improve, mulching is extremely important to protect the seed from wind and surface erosion and to provide erosion protection until the seeding becomes established. PERMANENT SEEDING (Continued) Site Preparation Grade in accordance with the Land Grading measure which is in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Install all necessary surface water controls. For areas to be mowed remove all surface stones 2 inches or larger. Remove all other debris such as wire, cable tree roots, pieces of concrete, clods, lumps, or other unsuitable material. Seed Selection and Quantify Select a seed mixture appropriate to the intended use and soil conditions from Figure PS-2 and Figure PS-3 in the Connecticut Guidelines For Soll Erosion and Sediment Control latest edition or use mixture recommended by the NRCS SeedbedPfeparabbn Apply topsoil, if necessary, in accordance with the Topsoiling measure which is in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Apply ground limestone and fertilizer according to soil test recommendations (such as those offered by the University of Connecticut Soil Testing Laboratory or other reliable source). Where soil testing is not feasible on small or variable sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of 10-10-10 or equivalent and limestone at 4 tons per acre or 200 pounds per 1,000 square feet. Work lime and fertilizer into the soil to a depth of 3 to 4 inches with a disc or other suitable equipment. Inspect seedbed just before seeding. If the soil is compacted, crusted or hardened, scarify the area prior to seeding. SeedApp/ication Apply selected seed at rates provided in Figure PS-3 (in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition) uniformly by hand, cyclone seeder, drill, cultipacker type seeder or hydroseeder (slurry including seed, fertilizer). Normal seeding depth is from 0.25 to 0.5 inch. Increase seeding rates by 109 when hydroseeding or frost crack seeding. Seed warm season grasses during the spring period only. Mu/thing See guidelines in the Mulch For Seed measures. MAINTENANCE Inspect temporary soil protection area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater during the first growing season. Where seed has been moved or where soil erosion has occurred, determine the cause of the failure and repair as needed. SOIL ERSOION & SEDIMENT CONTROL NOTES 1. All soil erosion and sediment control work shall be done in strict accordance with the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. 2. Any additional erosion/sediment control deemed necessary by the engineer during construction, shall be installed by the developer. In addition, the developer shall be responsible for the repair/replacement and/or maintenance of all erosion control measures until all disturbed areas are stabilized to the satisfaction of the town staff. 3. All soil erosion and sediment control operations shall be in place prior to any grading operations and installation of proposed structures or utilities and shall be left in place until construction is completed and/or area is stabilized. 4. All entrances to the project site are to be protected by construction entrance (CE) pads, conforming to the Connecticut Guidelines For Erosion and Sediment Control latest edition. The CE pad is to be maintained at all times during the construction period. 5. In all areas, removal of trees, bushes and other vegetation as well as disturbance of the soil is to be kept to an absolute minimum while allowing proper development of the site. During construction, expose as small an area of soil as possible for as short a time as possible. 6. All fill areas shall be compacted sufficiently for their intended purpose and as required to reduce slipping, erosion or excess saturation. Fill intended to support buildings, structures, conduits, etc., shall be compacted in accordance with local requirements or codes. 7. Topsoil is to be stripped and stockpiled in amounts necessary to complete finished grading of all exposed areas requiring topsoil. The stockpiled topsoil is to be located as designated on the plans and ringed with hay bale barrier or geotextile silt fence. The stockpiled topsoil shall be temporarily seeded if it is to remain more than 30 days. Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade is excessively wet, or in a condition that may otherwise be detrimental to proper grading or proposed sodding or seeding. 8. There is to be no stockpiling of soil within a ten foot limit of adjoining properties or within the drip line of existing trees. Any and all fill material is to be free of brush, rubbish, timber, logs vegetative matter and stumps in amounts that will be detrimental to constructing stable fills. Maximum side slopes of exposed surfaces of earth to be 3.1 or as otherwise specified by local authorities. 9. When construction activites have ceased or have temporary been suspended for more than 7 days, or when final grades are reached in nay portion of the site, stabilization practices shall be implemented within 3 days. 10. If field conditions warrant, the engineer may require additional measures to those specified on this sheet, including but not necessarily limited to sodding, erosion control blankets, turf reinforcement mats, stone slope protection, and stone check dams. c PROJECT: 2 Lot Resubdivision LOCATION: 727 Chapel Road, South Windsor, Ct. PROJECT DESCRIPTION: Construction of is 2 lot residential resubdivision. PARCEL AREA 4.1 f acres RESPONSIBLE PERSONNEL Rob Mannarino 289-7055 EROSION AND SEDIMENT CONTROL PLAN PREPARER: J.R. Russo & Associates CHECKLIST: Work Description Erosion & Sediment Control Measures Location Date Installed Initials Date Removed Initials Install construction As shown on exit pad. plan. Install haybales and As shown on silt fence. plan. MAINTENANCE OF MEASURES: Location Description or Number Date Initials Project Dates: Date of groundbreaking for project: Date of final stabilization: NARRATIVE This project is located on the south side of Chapel Road approximately 200' from the intersection of Gail Lane, South Windsor, Connecticut. The proposed activity is the construction of a 2 lot residential resubdivision. The suggested schedule of construction is as follows: 1. Install silt fence as shown of the plan. 2. Excavate and install building foundation. 3. Install utilities as shown on plan. 4. Strip topsoil and stockpile as shown. 5. Rough grade driveway and around the building. Install septic system. 6. Complete grading of driveway and pave binder course. 7. Complete construction of the building and complete paving. 8. Fine grade remaining disturbed areas and establish vegetation. 9. Remove silt fence after permanent vegetation has been established. Construction of this site is anticipated to begin after the approval of these plans. The contractor shall keep the area of disturbance to a minimum and establish exposed soils as soon as practical. All soil and erosion control measures shall be installed and maintained in accordance with these plans and the "Guidelines for Soil Erosion and Sediment Control". The contractor shall notify the Engineer of any discrepancies. The developer shall be responsible for the repair/replacement/maintenance of all erosion control measures until all disturbed areas are stabilized to the satisfaction of the town staff. Sediment deposits should be periodically removed from the upstream sides of Sediment Barriers. This material is to be spread and stabilized in areas not subject to erosion, or to be used in areas which are not to be paved or built on. Sediment Barriers are to be replaced as necessary to provide proper filtering action. Sediment Barriers are to remain in place and be maintained to insure efficient siltation control until all areas above the erosion checks are stabilized and vegetation has been established. Best management practices (BMP's) shall be utilized at the site to ensure that no liter, debris, building materials, or similar materials are discharged to waters of the state. The site shall be kept neat and clean after each work day. A construction waste dumpster shall be provided for proper disposal of waste materials. A portable sanitary facility shall be provided and maintained at the site during construction activities. REV. 11-18-03 NO CHANGES THIS SHEET REV 10-22-03 NO CHANGES THIS SHEET REV 10-13-03 NO CHANGES THIS SHEET REV. 9-26-03 NO CHANGES THIS SHEET MIRAFI 140N - FILTER FABRIC OR EQUAL (SEE NOTE) 12" 1/2 0.L 1/2 0.L 6" MIN. rn as 0 0 0 m 0 -0 U «o 0 0 0 N U) a3 IL CD .3 3- 0 a D GRADE 6" TO 12" ANGLE FILTER FORSTABILITY AND BELLOW GRADE FABRIC 1H SELF CLEANING. N TRAPROCK UNUEK BLNU TYPICAL CLEANOUT d q d d . . •a pe4. PIPE PIPE ^ 0. D. n,nc ♦+ SECTION NOT TO SCALE FINISHED GRADE PAVEMENT, 7RAPROCK OR LANDSCAPING TO MATCH EXIS77NG APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SEC77ON 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. SAND BLANKET 12" SAND M -P1PE, AS SPECIFIED 3/4" STONE " BROKEN TRAPROCK 6" MIN. MIRAFI 140N FILTER FABRIC OR EQUAL 1' 2'-6" [ 1' PIPE - IN GROUND WATER NOT TO SCALE NOTE: 1. INSTALL CLAY STOPS WHERE NECESSARY. 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-1 AND SEC-1 ADS OF 0.43 MM TO 0.22MM AND SHALL MEET AASHTO M288-96 TYPICAL SANITARY SEWER TRENCH SECTION NOT TO SCALE Stone On Filte Fabric Marafi 140(N) Construction Exit Pad N.T.S. FLOW BOTTOM OF DRAINAGEWAY I 1 I I 3 I o I Li 1 I I I i r I I 1 I 1 I PLAN VIEW z N Mw Q BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. COMPACTED BACKFILL— A LLLLLLLL B B LLLLLLLL LLLLLLL LLLLLLLLL LLLLLLL A LLLL LLLLLLLLL LLLL L LLLLLLLLL LL L LLLL POINTS "A" SHOULD BE HIGHER THAN POINT "B" ELEVATION SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT PLACEMENT & CONSTRUCTION OF A SYNTHETIC FILTER BARRIER NOT TO SCALE UNDISTURBED EXISTING PAVEMENT-\ .,. ,-- 4" Thick Min. TACK COAT EDGES OF EXISTING PAVEMENT (M.04.01) SAW CUT 1.5" COMPACTED CLASS 2 BIT. CONC. SURFACE COURSE (OR MATCH EXIST. IF GREATER.) M.04 1.5" COMPACTED CLASS 1 BIT. CONC. % BINDER COURSE (OR MATCH EXIST. / IF GREATER.) SAW CUT a i q. q • q dj. 4 • d 12" COMPACTED PROCESSED TRAPROCK BASE I (M.05.01) 12 min. I 12" min. SEE TYPICAL TRENCH SECTION NOTES: 1. All saw cut and sealed joints to be wither parallel with, or perpendicular to, the center -line of the pipe. 2. All materials are to meet Conn. D.O.T. Form 814, latest edition PERMANENT PAVEMENT PATCHING DETAIL NOT TO SCALE VARIES OR AS DIRECTED BY THE ENGINEER STOPPER WHERE CONNECTION IS NOT EXTENDED 2- #4 BARS CLASS "A" CONCRETE PIPE EXISTING PAVEMENT EDGE OF TRENCH 6" TEE OR APPROVED CONNECTION 2-#2 BARS 0 12" c" ninr SEWER LINE SECTION C—C LENGTH OF LATERAL AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. EXISTING GROUND FOR DUCTILE IRON CHIMNEYS, REPLACE 45 DEGREE WYE BRANCH WITH TWO DUCTILE IRON WYES. FL=113.5± 6" LATERAL TO HOUSE �— 45 DEGREE WYE BRANCH 18" MIN. SHEETING IF USED c -c ELEVATION SECTION FL=105.1 t NOTE: PRECAST CHIMNEY - ARROW DOUBLE SEAL SEWER CHIMNEY OR EQUAL CAN BE USED UPON APPROVAL OF TOWN ENGINEER. CHIMNEY CONNECTION DETAIL NOT TO SCALE AW CUT AND SEAL J❑INT WITH TACK COAT M 04.01 2' (COMPACTED) CLASS 2 BITUMIN❑US —CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 RUBBER 'KOR-N-TEE" CONNECTOR W/ S.S. CLAMP AS MANUFACTURED BY NPC SYSTEMS, INC., MILFORD, N.H., OR APPROVED EQUAL NEW 6" BUILDING 7" MIN. LATERAL CORE BORED OPENING EXISTING RCP SEWER MAIN CORE BORED LATERAL DETAIL NOT TO SCALE v4 ' d q. °. • -. 4 7' (COMPACTED) PROCESSED TRAPROCK e d BASE.- M.05.01 q a '-�r;'�'.` ::^ *::•; :.z''.`.:..,i `: 6' (COMPACTED) PROCESSED GRAVEL , : ' •` - "" `'' ?'` SUBASE OVER COMPACTED SUBGRADE ��+�'' �� • ; :,.:' 1';'' ' `'w •+' :: (TRENCH BACK FILL)M,02- GRADE, B +•,:: (OR PROCESSED TRAPROCK) AP"R❑VED BACK FILL PLACED AND COMPACTED IN 12' LAYERS (OR AS ❑THERWISE APPROVED) 12' 12' NO STONE LARGER THAN 3' MIN. TRENCH MIN. WIDTH VARIES --I SEE TYPICAL NOTES TRENCH j I SECTI❑N 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF SECTION THE PIPE. REV. 11-18-03 NO CHANGES THIS SHEET 2, ALL MATERIALS ARE TO MEET REV. 10-22-03 REMOVED INSIDE DROP MH DETAIL FORM 814A, AS AMENDED REV, 10-13-03 NO CHANGES THIS SHEET REV. 10-3-03 NO CHANGES THIS SHEET REV. 9-26-03 NO CHANGES THIS SHEET TEMPORARY PAVEMENT PATCHING DETAIL NOT TO SCALE