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HomeMy WebLinkAbout04-80P_MITCHELL PROPERTY GROUP LLC_BROOKFIELD STREET200 +A- �J QO )ELLA MITCHE71L N/F MBS GRAHAM LLC ZONED: RR y5e961,-�"- ,ROUP LLC KEY MAP SCALE: 1" = 200' GRAPHIC SCALE 100 200 400 ( IN FEET ) 1 inch = 200 ft. LOCATION OF PROPOSED TRANSFER FACILITY PROPOSED IMPROVEMENTS ALONG PODUNK RIVER N/F TOWN OF SOUTH WINDSOR ZONED: A-20 rA 1 I I I 1 1 I I I I I I I LIST OF DRAWING: I KEY MAP 2 PROPERTY SURVEY MAP 3 SITE PLAN 4 GRADING PLAN 5 SITE DETAILS 6 SEDIMENTATION & EROSION CONTROL PLAN 7 LANDCAPING & EROSION DETAILS 8 PARKING STRUCTURES & TRANSFER i DOCK DETAILS ZONING NOTES: 1. THE USE VARIANCE REQUEST TO SECTION 5.2.2 TO ALLOW A TRUCK -TO -TRUCK TRANSFER FACILITY AT AT 90 BROOKFIELD STREET WAS AT APPROVED BY THE MEETING OF THE SOUTH WINDSOR ZONING BOARD OF APPEALS ON OCTOBER 7, 1999. 2. THE PLAN TO GC FO 800 731 1 v6 S' mmlm� - NING & ZONING APPROVED ON AUGUST 21, 2001 THE ZONE CHANGE FROM RR R A 75' STRIP OF LAND ACQUIRED FROM MARY B. SHEPARD. 1\� SITE TIO14 O ORF�'A y \ r U I f LL. 9�� N; HAZEr y/ =ri MgRK N�AYERS \a G LOCATION MAP SCALE: 1"=200' APPLICANT: MITCHELL PROPERTY GROUP LLC. 90 BROOKFIELD STREET, S. WINDSOR (860) 528-9500 s -2005 4�n. 1 IP Found Ex. Edge Of Roadway Pavement I�i it i O MFl sxer �` RE IP Found / / z /2499-- \ \ l ko8,93' TEL. Box } \ Ex. Brick Sign \ r Ex. Bit. I Z DESCRIPTION BY \� TO 'TROY ROAD �sr�Er /2 s4 s 20g5�2o Ex. Brick Slgnl t�7� BOX200.00 Ex. SignM. I I � G i IP Found I W LEGEND, - - PROPERTY LINE EXISTING CATCH BASIN - - - - EDGE OF PAVEMENT w EXISTING WATER MAIN 12, RCP EXISTING STORM DRAIN _--__ _-- EXISTING SANITARY SEWER CONNECTION EXISTING POWER POLE & O.H. ELECTRIC LINES E EXISTING POWER POLE & O.H. ELECTRIC LINES - < EXISTING GUY WIRE & ANCHOR ---.7g_" EXISTING CONTOUR ELEVATION - - - - - EXISTING SILT FENCE 78 PROPOSED No. OF STANDARD PARKING SPACES 55 PROPOSED TOTAL No. OF TRUCK PARKING SPACES ts) EXISTING SANITARY MANHOLE EXISTING EVERGREEN PLANTINGS �- a-v- EXISTING WOOD RAIL FENCE o - - EXISTING CHAIN LINK FENCE W- EXISTING WATER MAIN N/F JOHN STIGLIANO Ex. House I i os Ex. Gar. I I M Ex. Bit. Drive ! � I I Ex. Bit. Drive _ ' I _ Ex. Fence - Chain Link I Iw I I Iz I -° I I Ex. House i J Ex. Fence Gate Post E F G t --0� cn ° ° Ex. Fence - Chain Link Ex. IBM. Drive x. ence a e I I Ex House 3 } I ' o Po I I c N/F JOHN J. MITCHELL & DELLA T. MITCHELL cm i o I Flag Pole o 1 io I Ex. Tower/Pad N/F ROSE WILLIS � Cq 'b a 3 3 I- - - cL&P i Z Z I I ,+rs44s Conc. Curb Ex. CB 5 P In Spaces I Ex. Grass Area I 5 Parking Spaces I I I I Office Section ' ! Ex. Bit. ! (Two Stories) I ' ! ! I s ' I ! 14 Parkin Spaces for I Ex i I (_ � Oversized Vehicles , Ex. Garage I �- I Ex. Shed I Lnc,141 U d EIS Ex. 28'25'55" E -•- !P Found i � I Bituminous Drive & Parking Area 00 149 I Ex Ce ! IP Found I �- Ex. Building I ! Ex. Stone Parking Area II L-- Ex CB I I Q ' Tronsformer/Pod I J •� Ex. Grass Area _ _ _ J ❑ ! Conc. Apron OI I Light Pole r I ' - ' w N/F MBS GRAHAM LLC onc. Pq 3 i I Garage/Shop Section 0 i 6 u M i Ex. Limit Of Pavement - Ap rox. - - - - Ex. Stone Parking Area i I� Q r--- ------ ------ 1 , I irk w IN I I 21 Parking Spaces Ex. Building (Fuel/Gas Storage) I o I L_ v � I m fflce Se Ion RR Garage Ex Bit. i o Ex. Building ( Two Sto es) Metal Open) I I _ I _ IW I Ex. Bituminous Drive & Parking Area I - I I 1 I� 'm ' I Ex Ex. CB Conc. Apron ! Ex. Stone Surface Ex. C Well ! I i Z N/F JUDITH F. LAPOINTE I I �- - m Podunk River ' 1� ® I Exist 24" RCP Twin �Ipes " Ex. Conc. Barrier sight Pore I I j ��• N 40'05'45" E N 36 4710 E Ex. Cone B/o k I + / 75.00' IP Found _ - _ _ 305.00 /P Found i Truck Parking L I I � Light Pole I Ex Trees With Wlre Wooded Area Ex. Building 1j I I Ex. Bit. Low, Area I I Low Area Ex. Building (Meta/ Open) / L----------- o f0 Park g Spaces ----------------- ------------------- ________________ I Ex. Bit. / I 50' BUFFER LINE - - - 10 S.Y. ` Ex. Pump/Tank/Pad/ls/and I Grass Dirt Surface I Ex. Bituminous Drive &Parking Area , 75.00' �r0 Ltght Pole ti „1 I Ex. L/mlt Of Pavement - Approx. 01 I I 6 Parking Spaces ' `, 0 Ex. Bituminous Drive & Parking Area / I I � z ,Q I Wooded Area i Pavement Markings - Typical "' I I L- -L 5 ark g pa s r ver /ze hic/ s / 11 - - - /� / Exist Material Stockpile Area !I� irn b I Ex. LIm/t Of Pavemen - Approx. � II ` `- . `r ��_ ��,.-^ .. _ _,`O�' • . , � • - - // // tNo IL i I i Z n Of Drainage Line , _(rL11-oul o0 � 'twoo U 1 jp0Yr• Flood Lmrimate z Approximote Poun -Rie\°gunk Conc Barrier and Conc. Block ,Material Dividers Apr \ ��` ' -�.... O O Light Pole i m A r I ok Fd9e of \ I Ex. Gate 100 • ° I I water I Yr Fi =t`it I I I; o I #90 BROOKFIELD STREET II z I TAX MAP 124 LOT 7 ! Conc Barrier and Conc. Block Material Dividers FORMER AREA = 17.5t ACRES I r j I + REZONED PARCEL AREA = 0.91 f ACRES � PARCEL REZONED FROM ZONE RR TO ZONE GC AREA = 39,720t S.F. = 0.91 t ACRES N/F MBS GRAHAM LLC TOTAL AREA - 18.4f ACRES ZONE DESIGNATION (TYP) I I I I Exist Material Stockpile Area ! ' 1 Exist Material Stockpile Area I GC RR -------- -------- Ex. Trees With Wire ---------------------------------._ 50 BUFFER LINE I -------------------------------------------------------- ' GC ! ' THIS MAP IS VALID ONLY IF IT BEARS THE ORIGINAL _ _ SIGNATURE AND EMBOSSED SEAL OF THE SURVEYOR. IP Found and - - _ Conc. Mon. Found Detail -NTS - - -- _ _ _ 976.34 _ - _ _ZONE LINE_ IP Found , S 37'15'20" W S 40'05_45" yy See Detail -�'._ ®ray° IP Found 0.05 N Property p Corner 0 \ 0.. Cones Mon. Found N/F TOWN OF SOUTH WINDSOR OPEN SPACE LAND - MORGAN FARMS SUBDIVISION TAX MAPS 111,112,123,124 (PORTIONS OF) LOT N(,'" /r-3r-r-) /r\.,r) i LOCATION PLAN ( N.T.S.) I GRAPHIC SCALE; 50 0 25 50 100 ZONING REQUIREMENTS: 1. MIN. LOT SIZE=15,000 SF 2. MAX. LOT COVERAGE= 30% 3. MAX. IMPERVIOUS AREA %= 65% 4. MAX. IMPERVIOUS AREA= 11.96 ACRES 5. SETBACK: ( IN FEET ) 1 inch = 50 ft. PROVIDED=801,504 SF (18.4 ACRES) PROVIDED=3.8% PROVIDED=29.3% PROVIDED=5.4 ACRES FRONT 50' PROVIDED=50' SIDE 10' PROVIDED=10' REAR 15, PROVIDED=15 6. PARKING REQUIREMENTS OFFICE SPACE=9838 SF (® 4.5/1000 SF)= 44 SPACES GARAGE SPACE=22555 SF (0 1/250 SF)= 90 SPACES TOTAL PARKING REQUIRED= 134 SPACES PROVIDED= 134 SPACES DEED REFERENCES: SOUTH WINDSOR LAND RECORDS 1. VOL. 601 PG. 347 N/F JOHN JAMES MITCHELL ET. AL. 2. VOL. 085 PG. 175 N/F JOHN J. MITCHELL & DELLA T. MITCHELL 3. VOL. 704 PG. 005 N/F MBS GRAHAM LLC 4. VOL. 574 PG. 029 N/F TOWN OF SOUTH WINDSOR 5. VOL, 564 PG. 387 N/F JOHN STIGLIANO 6. VOL. 880 PG. 214 N/F JUDITH F. LAPOINTE 7. VOL. 919 PG. 068 N/F ROSE WILLIS MAP REFERENCES: 1. TOWN OF SOUTH WINDSOR TAX ASSESSORS MAPS NO'S 111,112,123 & 124. 2. MAP ENTITLED " PLOT PLAN MITCHELL TRUCKING INC. BROOKFIELD STREET SO. WINDSOR CT." PROJ. NO. 81-58A DATE 4-14-1981 SCALE 1"=40' FIELD BK. 247 DESIGNER G.B.M. CHECKER W.D.O. SHEET 1&2 OF 3. (S.w.L.R. MAP NO'S. 178A & 177B) PREPARED BY FUSS & O'NEILL 3. MAP ENTITLED " MITCHELL TRUCKING INC. BROOKFIELD STREET SO. WINDSOR CT." DATE 10-21-1988 SCALE 1"=40% DRAWING S--1 PREPARED BY PDS INC. AND ON FILE WITH TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT OFFICE. NOTES: 1a. This survey and map has been prepared in accordance with SECTIONS 20-300b-1 thru 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" as endorsed by the CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. b. This is a PROPERTY SURVEY based upon a DEPENDENT RESURVEY conforming to HORIZONTAL ACCURACY CLASS A-2 and is intended to be used for showing the property of #90 Brookfield Street in SOUTH WINDSOR, CONNECTICUT. c. Property Boundary Opinion Is Based Upon The Dependent Resurvey Method and Map Reference No. 2 Hereon On File In The Town Clerks Office. Contours and Elevations depicted Hereon conform to Topographic Accuracy ClassT-2. 2. UTILITIES DEPICTED HEREON ARE BASED UPON LIMITED RESEARCH, REFERENCE MAPS HEREON AND FOUND PAINT MARKINGS INDICATING BURIED UTILITIES. UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE AND INCOMPLETE. CALL BEFORE YOU DIG MUST BE NOTIFIED FOR MARKOUT OF UTILITIES. 3. UNDERGROUND ENCROACHMENTS, IF ANY EXIST, WERE NOT DETERMINED AS PART OF THIS SURVEY. 4. THE NORTH ARROW AND BEARINGS ARE BASED UPON MAP REFERENCE NO. 2 HEREON. 5. THE STREET LINE OF BROOKFIELD STREET IS ASSUMED AND BASED UPON MAP REFERENCE NO. 2 HEREON. -- SITE PLAN # 2 TWArr ANTI P7r APPR[1VAT. T.FTTFP.q - i /1 riV V lil \ iJ i `J V Lii i iY V I LiiJ i/L i 1 idiYM Environmental Services, LLC October 23, 2003 Page 2 MITCHELL PROPERTY GROUP, LLC 1540 SULLIVAN AVENUE a SOUTH WINDSOR, CONN. 06074 9. Inspections of the catch basins and sediment sumps shall be done bi-annually and cleaned o ���' AREA CODE 860 / 644-2511 as needed. 90 BR00KFIELD STREET, S0U'I'H WINDSOR, CT SOR. CO 10. The DEP stormwater permit inspections done twice a year should be submitted to the PREPARED MITCHELL PROPERTY GROUP, LLC /ICCi/�C foam rr)a_nrnn L.'tivllvauuvuaaa a aaaulva. October 23, 2003 11. Complete stormwater prevention plan should be submitted to the Environmental Planner PREPARED ZUVIC ASSOCIATES INC. Certified #70020510000081151829 for his review and approva:. BY: 1722 BARTHOLOMEW ROAD, MIDDLETOWN, CONN. OFFICE 860 345-8357 FAX (860)345-4077 Attorney Wayne Gerlt 12. Metal materials on this site to be removed. The dates that each item is to be removed SCALE DATE FILE SHEET 112 Deming Street should be included on the plans. NTS JUNE 6, 2005 1038 3A OF 8 South Windsor, CT 06074 13. The IWA/CC application is to be updated to include the amount of surface area proposed InW. A o..al a4nZ_AI XXI T "vy;r^"ma tial Cnrvinne T T -� - Ttrnnll+lPlr1 RfrPPt_ Gp-np..r5l] to he disturbed and area to be mitigated. 1\1J. t1PPL Tru.3-41 ♦♦ - 15111-11 Val1l1l1199."i va.a •kM , Commercial, GC zone 14. Soil remediation and any permit requirements and activities proposed in the applicants Dear Attorney Gerlt: monthly progress reports should be prepared by a Professional Engineer and submitted to the Environmental Planner for his review and approval. At the October 15, 2003 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #03-41 W - Environmental Services LLC -Brookfield Street 15. The applicant is to submit a statement of jurisdiction from the Army Corps. Of Engineers - Inland Wetland/Conservation Commission application to construct a waste transfer station, concerning the culvert. construct a riparian buffer and allow a culvert to remain on property located easterly of T_-_ _t_G'_IJ da___a !-%_�_...-I III_--..,.......:.., i_i'� ....«.. rh:c n.�...• -i ;O ctl,�l;Ia/,1• m t1,P fnllnwina 16. We recommend a bond in the amount of $10,000 be submitted to the Planning & Zoning 1 rooK-11WU Atreet. Uenerid %_Ut11111e161211, %Jl. zone. 11ato aFpAvral 10 ouvww• w ..... �..aa....••.b - - - - conditions: Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 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 17. We recommend a bond ir.. the amount of $15,000 be submitted to the Planning & Zoning to any construction activity on the site. Plans submitted to Planning & Zoning Commission to ensure installation of the stormwater structures. Commission shall be considered having met this requirement. 18. We recommend a bond in the amount of $50,000 be submitted to the Planning &Zoning 2. The application shall indemnify and hold harmless the Town of South Windsor against Commission to ensure proper installation and establishment of the mitigation areas. •.• . t _t _tom f_- aL_ any liability, which might result iro-m The proposed Opel at,011 yr US- 19. The Town Engineer and Environmental Planner to established a bond amount for the 3. The permit is valid for five years and shall expire on October 15, 2008. It is the repair/replacement of the culvert pipe. landowners)/applicant(s) responsibility to track expiration dates and notify the 20. The proposed mitigation should be completed prior to construction of the transfer facility. 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. Very truly yours, INLAND WETLANDS AGENCY/ 5. A contact person shall be identified on the plans. CONSERVATION COIV MISSION 6. Applicant should develop and submit a stormwater management plan. Elizabet1 ��41. Warren, Chairperson 7. Inspections of the pavement for the presence of any automotive fluids shall be included in f` the stormwater plan. EW:dr 8. Inspections of the condition of the culvert shall be done annually. cc: Mr. Tomek Grajewski �teWN 3 0 �,ti • �,�° 1540 SULLIVAN AVENUE ® SOUTH WINDSOR, CT 06074 osOR'o0 TELEPHONE (860) 644-2511 March 18, 2005 CERTIFIED MAIL Attorney Wayne Gerlt P.O. Box 1132 South Windsor, CT 06074 Re: Appl #04-80P Mitchell Property Group, LLC Dear Attorney Gerlt: We are pleased to advise you that the Planning & Zoning Commission voted on March 15, 2005, to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the operation of Environmental Services, Inc. facility, including a new truck - to -truck transfer facility, on property located at 90 Brookfield Street, GC zone as shown on plans prepared by Zuvic Associates, Inc., Job No. 1038, dated February 7, 2005, as revised. This approval is subject to the following modifications: i . Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of$ $10,000 to ensure compliance with the erosion and sedimentation control Measures; a bond in the amount of $15,000 to ensure installation of the stormwater structures; a bond in the amount of $50,000 to ensure proper installation and establishment of the mitigation areas; and he Town Engineer and Environmental Planner to establish a bond amount for the repair/replacement of the culvert pipe. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 5. A landscape bond in the amount of $5,000 is required and must be submitted prior to filing of mylars. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 8. The building street number must be included on the final plan. 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 10. This approval is for the operation of Environmental Services Inc., only. A ,i ­v site plan of development will be required whenever primary use changes, as required h-.� �,ection 5.2.3 of the Zoning Regulations. Other uses of the site may also be subject to site play: review and approval. 11. All junk, machinery and items/materials not used in the operation of Enviro liental Services, Mitchell Trucking or Coven Construction must be removed. A detailed clean ,1P plan must be prepared, including identification on a plan of all areas where items are to be unloved, and submitted to Town staff for review. Town staff will review the clean-up plan w i ! h the applicant on site. Any unresolved differences between Town staff clean-up requirements and the applicant's clean-up plan will return to the Commission for resolution. The site clean-up must be completed prior to issuance of any building permits for the transfer station. After the site clean-up is completed, storage of junk/machinery/other items not used in the operation of Environmental Services, Mitchell Trucking or Coven Construction is expressly prohibited without approval from the Commission. 12. The applicant will make reasonable provisions to allow Town staff to inspect the site on an as -needed basis to ensure compliance with the clean-up plan and the approved site plan. 13. The Town Engineer's review comments dated February $, 2005, must be addressed to the - Town Engineer's satisfaction. 14. Perimeter buffer plan must conform with the buffer requirements of Section 10.4, and must address buffer inadequacy where lower branches of mature evergreen trees have been removed. �-5.4f the 46" culvert is removed, a revised site plan must be submitted to the Commission for approval. 16. Environmental Services, Inc., is limited to 60 vehicles, to consist of 40 transport -capable trucks, 10 roll -offs, and 10 other trucks. Black and white transparent mylars of Sheets 2 and 3 with the above modifications, 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 Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, � C� Timothy H. Wentzell, Chairman Planning and Zoning Commission TH W/kak cc: Jeffrey Doolittle, Town Engineer Christopher Dougan, Chief Building Official Charles Danna, Assessor Fred Shaw, Superintendent of Pollution Control William Lanning, Fire Marshal ...... 0�'6'`c�F c©�!0, 0® o�,...GRA CO No. 17'0 �`,o�ssBoNA LEGEND: SNEr #2499 t� CB ETCTV O IP El MON. TP #3 NOTES _ i I313 anc�p; Ol PAINT 4' WIDE SOLID STRIPE WHITE I i I r�-� Ex. CB J9 46 134 LL, EX/STING PROPERTY LINE O LANDSCAPE AREA, SEE DRAWING No.7, Ex. Grass Area EXISTING UTILITY POLE O o REMOVE EXISTING PAVEMENT MARKINGSWILLIS RELOCATED UTILITY POLE N /F ROSE i Imo_ I EX/STING CATCH BASIN ® PAINT HANDICAP SYMBOL - WHITE ON BLUE BACKGROUND ZONED: RR I I 5 I ( O EXISTING TREE LINE EXISTING PARKING TO REMAIN ' � ' II EXISTING EVERGREEN BUSH © PLACE 3' BITUMINOUS WEARING SURFACE I I 1.5' BINDER COURSE AND 1.5' SURFACE COURSE EXISTING WELL O7 PLANT ROW OF (17) AMERICAN ARB❑RVITAE (Thuja Occidentalis) 8' HT. B&B 3' O.C. I 100-YR FLOODPLA/N LIMITS ® PLANT ROW OF (42) AMERICAN ARB❑RVITAE CThuja Occldentalis> 8' HT. B&B 3' O.C. WETLAND LIMITS Ex. Bituminous Drives & O9 PLANT ROW OF (19) AMERICAN ARBORVITAE (Thuja Occidento.Lis) 8' HT. B&B 3' O.C. 90 1 I- --- I Parking Area 80 WETLAND BUFFER � � I--__ EDGE OF WATER 10 PLANT ROW OF (23) AMERICAN ARBORVITAE (Thuja ❑ccidentalls) I I Ex. CB 8' HT. B&B 3' D.C. 4 TF 92.1.3 ' UTILITY POLE /GUY 11 PLANT ROW OF (4) AMERICAN ARB❑RVITAE (Thuja ❑ccidentalls) � 14 FL 88.52_ OVERHEAD ELECTRIC, TELEPHONE 8' HT. B&B 3' O.C. __ - Transformer/P Q 12 PLANT ROW OF (6) AMERICAN ARBORVITAE (Thuja Occidentalls) ( - - J 0 o SIGN 8' HT. B&B 3' D.C. -"A 50 i Bll�R LINE - - IRON PIN 13 INSTALL 6' HIGH CHAIN LINK FENCE WITH GREEN PRIVACY SLAT.keZ' 10 _ 10' S.Y, — Light Pole I N� CONCRETE MANUMENT w SEE DRAWING 5 OF 8 FOR GENERAL NOTES. , OF; - Ex. Grass Area r-- - _ -- --� o' C-o TEST PITS (9/9/03) SEE DWG 7 OF 7 FOR I I o ADDITIONAL INFORMATION 0 50' BUFFER (GC/RR ZONE) N /F J U D I TH LAP 01 N TE ( I - I - - - __ - - - - - - - InT osoline AST Diesel ASTIin Shedin ShedLi it in 6�'tu in us Pa�e15 ZONED: RR .00 N� 39 ;�\?� r 4 616105 TOWN COMMENTS TG 3 5119105 TOWN COMMENTS CR 2 217105 TOWN COMMENTS CR 1 1110105 TOWN COMMENTS CR NO. DATE DESCRIPTION BY O 5 ' Ex. Bituminous Drive & �O`o0 \ I I i I Parking Area •'J �� I I � „ Office Section (Two Stories) Ex. Building VE ROW OF PINE TREES Garage/Shop Section INSTALL NEW 12" - RCP CLASS IV PIPE, REMOVE EXIST. PIPE REBUILD EXIST. CATCH BASIN INSTALL HOOD ABANON I I �N IV TA L NE 2 62 © 0.570 Ex. CB EXIST• PIP[ RC L S I PIPE SS TF 92.18\ 40 ; I X. 21 '-12 R C A Ex. Well FL (NEW,) 87.86.75 o I Ex. Stone < I Light Pole 9 °�\ 0 72 E C nc. Ba ire 63 _ p c R B IL XI T. - — Ex. Building �� -O 0,, C T H B SI EX Building - — — — — -- — — , Q) \ (Metal Open) Ex. onc' , I I ST L H 0 �Q �� S E DRAWING Blc4ck 73 94 Q o. FOR �c, �\ REMOVE I N V VT a� 3 1o'(t�) �� AND FIL cW --__50' BUFFER LINE _--____L� f�0= 1 C0 FRS ------------------------------ V IWL� \ --------------------- — 10, sY____ — — -- — — — — — --a � � �CD LIMIT OF NEW „ o Ex. Bituminous Drive & 6 COMPACTED r— — — — — INSTALL NEW 15 � I� tO Parking Area 20 (typ) GRAVEL SURFACE RCP CLASS IV (PIPE Qom.. Ex. Tank (Above Grcf) I I 80' WETLANDS BUFFER �N• „I I� - W/Conc Pod EXISTING CONCREIT� BARRIER Q i 13 cV & STOC PIL\F, AREA, 0 c a C) 9- V Light Pole g( N I — 3 TO B RE OVED. a' T o rt REMOVE �JIVIRRT, PROVIDE SCOUR84 REMOVE INVASIVE SPECIES Existing Ig PROTECTION AT OUTLET FROM �`' \ IAND FILLED MATERIAL Dirt Surface �W I Ex. Bituminous Drive & Parking AreoPLUG AND 'SECURE. / \ FROM RIVERBANK INSTALL INLET PROTECTION , ° I — _ — REMOVE ABOVEGROUND I 13 PROPOSED LIMIT OF TANK & CONC. PAD PROPOSE GATE / \ I WETLANDS LIMIT _ (MODIFIED RIPRAP APRON) PAVEMENT & NEW CURB \ I I _ _ 'PROPOSED ADMINISTRATIVE -� 95 REMOVE EXISTING PAVE�iEN-T_ of i , OFFICE FOR TRANSFER — _ ., / FACILITY , PROPOSED BIORETENTION AREA I I� - ��' L E F. � ,_. 12 e� �� � ,P #, r 2 SEE DRAWING 5 FOR DETAILS i s v rt�Q O I e000Cb °°°o 0• ; A 1p' I ® Est Material Stockpile Area ° °o — — 1 PROPOSED °°o°�°;°o ° I REMOVE CONCRETE i L - - - - _�� ° $° °� I � — — I - I ate- -� — I � SITE PLAN MITCHELL PROPERTY f-3ROUP, LLC 90 BROOKFIELD STREET, SOUTH WINDSOR, CT PREPARED MITCHELL PROPERTY GROUP, LLC FOR: OFFICE (860) 528-9500 PREPARED ZUVIC ASSOCIATES INC. BY: 1722 BARTHOLOMEW ROf,D, MIDDLETOWN, CONN. OFFICE 860 345-8357 FAX 860 345-4077 SCALE DATE FILE SHEET 1 "=40' OCTOBER 20, 2004 103ii 3 OF 8 I 'W I 1 � I I I m I+ 1 I VA. mer �I I— a�RA1,43r R BAY (TYP/ !) cBd _-1IlLNt', .nBlo Material Dividers DEBRIS = wI �I 9 l 2 TP 4 R Padunk \ — I = —� I Existing I oho I \ 100- Flood lain Limits based — = I�=�-•L=III=I f••'�� �� oximate / CC I I Dirt/ Gravel Surface rr�- ;� ^�,- I ` I �I. i yr P Appr 11=1 1=1 11-1Ti� \� ,n9 66 -� .L, on floodplain elevations as shown — •�-•••�� • � �• '' �''- --- ist' Existing of • I on Flood Insurance Rate Map �. •�' / ►71=1 I _ _ EOut/et g g I '� _= I I —I I —III —III —I I Light Pole I ' South Windsor, CT; Panel 0002 — — — Approx. I LIGHT POLE TO Effective Fabruar 23 2001 pp � = I � —I �=1 I I / I ' y 3 Edge of EIe.Yation 88.00 in NGVD, Water Elevation 90.08-1n'•t49C zattu_m I Woods Woods • \ I I I I • I Woods I I TP 3 I REMOVE STOCKPILED _ — a EQUIPMENT — — — Path — --Standing Water----------- - -- -------------------- ------------------ -- ------ ------------ r r REMOVE STOCKPILED 1 CONC. BLOCKS Tree Line FOR LOCATION OF UNDERGROUND UTILITIES AND OTHER FACILITIES CONTACT CALL BEFORE YOU DIG AT 1-800-922-4455. Standing Water BE RELOCATED O Cane er on I ` I I I Conc. B9111, hfol. I I /- Material ' / I wafers I Existing \ � J W COMPACTED PROPOSED TRAILERS 1 L Dirt (Top Soil) Surface 80'y /\ GRAVEL SURFACE f PARKING I , ' REMOVE INVASIVE SPECIES ,P 2 Sand STRUCTURE (JETPORT) � I , I AND FI ED MATERIAL — J i I I F OM RIVERBANK ! I Grovel Approx. I OO I Pile Edge of I Y Approx. / Piled Topsoil I 1 Edge of /I Piled Gravel 80' / �� I (T(� BE REMOVED) t Exist tfat iol St _'rpile A o I I r / e opsoil Topsoil Pile Pile \ Pile — F5_R 0 ------------------------------------ ------ I --------------------- �\ -- ------ - 50' BUFFER LINE -° 50' Dirt Surface / Gravel REA TO BE REGRADED 80' WETLANDS BUFFER Tree Line =E DRAWING 7 OF 8 N/F TOWN OF \ ���— 80' WETLANDS BUF R )R WETLANDS CREATION SOUTH WINDSOR WETLANDS LIMIT I ZONED: �%20 �o GRAPHIC SCALE 40 0 20 40 60 160 ( IN FEE7' ) 1 inch = 40 ft. 3RIS, TREAMBED PIPES INVERTS -yr Floodplain -imits based on :)odplain elevations as shown Flood Insurance Rate Map .ith Windsor, CT; Panel 0002 ective February 23, 2001 vation 90.58 (N 'VD 88.5) 80' WETLANDS BUFFER I II PROPOSED TRAILER STRUCT RE (JETPC NEW CO PACTED GRAVEL (SURFACE I I 50' �1PROPOSED I TRANSFER DOCK EXISTING TREE LINE 1 5' HIGH CHAIN F LINK FENCE N/F MBS GRAHAM LLC ZONED: RR WETLANDS LIMIT EXISTING CONCRETE BARRIER & STOCKPILE AREA, TO DE REMOVED - -ZONE RR ZONE A20 LEGEND: GRADING PL, N SNEr �2499 X ft c8 x 95.8 - - - - - 95 San Ex. Bit. I� I c Office Section MH I MITCHELL PROPERTY (�rROUP, LLC 0 t-- a- 1 I� 90 BROOKFIELD STREET, SOUTH WINDSOR, CT 1 1- I------ I I 4-------------- �' Elec Pol I tD 92.9 1 PREPARED MITCHELL PROPEFTY GROUP, LLC FOR: OFFICE (860) 528-9500 --- .Conc. Pad 1 93.4 Ex. BituminousDrive & ExCB MIDDLETOWN CONN. ZUVIC ASSOCIAT x 5.7 1 x s3' a o 1 1 PREPARED ES INC. EXISTING SPOT ELEVATION 1722 BARTHOLOMEW ROE;D, , 95. 1---- . I I BY' OFFICE 860 345-8357 FAX 860 345-4077 EXISTING COUNTUR � x 5.6 Parking I i Area Ex. Building TF 92.66\ I SCALE DATE FILE SHEET Ex. CB I\ 1 "=40' OCTOBER 20, 2004 103f 4 OF 8 9 - -- PROPOSED COUNTUR 1 TF .13 x s3.o Ex. Blt J .�_ j-88P x -'- I FL .52 - - 4. lk92.1 Transformer/Pad \ v \ I I ALL ELEVA7IONS ARE BASED ON MDC DATUM AND THE REFERENCE /S EXISTING EVERGREEN BUSH ( 94.01 \ 0 1 ( MADE TO MAP ENTITLED: OPLOT PLAN M/TCHiML TRUCKING INC., 2� o \ BROOKFIELD STREET, SO. WINDSOR", DATE 4�'14/1981, SCALE 1 "=40, H EXISTING PROPERTY LINE EXISTING UTILITY POLE RELOCATED UTILITY POLE EXISTING CATCH BASIN EXISTING TREE LINE 3 6/6/05 TOWN COMMENTS TG 2 2/7/05 TOWN COMMENTS CR 1 1/10105 TOWN COMMENTS CR NO. DATE DESCRIPTION BY 94.9 Light Pole x 92.9 GaragelShop Section Ex. Conc. Pad I PREPARED BY FUSS & O'NEILL. 100-YR FLOODPLAIN LIMITS x 94.4 Ex. Grass Area r- - - - - -� Ex. Spot El. (Typ.) Ex. B 11 ing (Woo Op� \N� ° \ , ALL FLOOD PLAIN ELEVATIONS WERE REFERE(ICED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929. (NGVD29). THESE ELEVATIONS WERE EXISTING WELL I I \ �n \ ` I I i 1 MAIVFRM) /NTO Adnr l7ATI/A4 RY Ar)n]Alr. 9 OR' /PFR Unr FNGINFFRING)_ ux 93.2 � _... .... _ .,._ .. .,. • . _.., .... . ,....,..... _.... ..... ..._ _, _.. _...__..... _�. LIMITS OF WETLANDS - - - - - - J I Ex. Limit Of Pavement=Approx.- - - x 93s Diesel AST in Shed c, I I Ex. St ne Parklnj'Area GRAPHIC SCALE 94.3_ - - - - - GOSOI%n@ AST in Shed n 94. ( 92'6 -- - - 80' WETLAND BUFFER I x 93.9 x 937 o s2.8 Q ) \ 40 o zo ao a> >so x 94.2 / x 930 /\ PROP. CB �j UTILITY POLE GUY I x 937 x 94.2 x 939 \ •`Office S@ do / TF 91.20 wz'22 / I x 93.1 x 930 ��\ (Two Sto leS3 - _ / \ FLx A47.12 / ry` , ( IN FEET ) ETCTV OVERHEAD ELECTRIC, TELEPHONE 93 tea\ PROP. MH I 1 inch = 40 fc. I x s2.s -�- SIGN I x 91.7 x 92.8 x 93.7 x 937 x 93.5 922 I FL 6.30 66 out \ 9166 \ Y, 0 Ex CI O IP [D MON. x 85.1 x 86. x 90.4 x 92.9 x 92.8 r,a _.., .1o" RCP o e TF 92.18\ I FL)36.60 12" outx s'' \ wL \ / I NEW ! � - FL (NEW) 8Z82 x 93.2 1 1 ' IRON PIN TF 91.30 r-Ex. Well r PROP. OILIX -� FL 86. %5 i - j � 0 4 1 C O 0 , j K 110 wL 112 -• 114 CONCRETE MANUMENT I 93.5 / x 94•s ® I o \� I IORI T SEPARATOR PO \ 113 1WL f03.xIx 935 x 93.0 x 91.6WL 111 ---- O x s3 Ex. Conc. Barrier „ Light Pole x 91.8 FL 86'0� \ \ I x 93.1 \ \ 88.9 o 4L-- x92`.3 Exist 12 WETLANDS IMIT f.0 x 9301 .9 `aco v O•\ x.90.5 Ex. Building c FL 85.10 t. _. ---- - Ex. Conc. Block a>' � � I x 92.7 � x 92.6 C x 93.8 94•1 ` FL 86.34- (Exi Q x 9(�3 93 1*4 Ox 6 92.3 �\92.6 x 92.9 \ / KL O Ex. uildifl (Meta Open) x 91.9 923 x 94.5 \ x7 o x s3o x 928 ABANDON \ �� x 91 100 )/r Floodplair Limits \ \ rt x s22 (i REMOVE x 92.5 EXIST. PIPE / 93x s2'3 I Elevation 90.58 MDC Datum x 89.2 \ X 9 \ 1,14 EXIST. PIPE PLUG ON BOTHxi°L6 - x 933 � \ o \ � � � x 936 � --. I (Elevation 88.5 �' GVD) s2. I art x s 7 Ex. Bituminous Drive & / I 91 I , `� x s33 x 93 Ex. Tank (Above Grd.) Wl one Pad / / , ! 90 \ I Q 1 - x 92.4 x 92.3 II �\ \\ I \ 3 / - Parking Area x s .8 REMOVE EXISTING AST 929 x sr.8 \ / / \ \ x 93.4 AND CONC. PAD rt / \ \ G� �i // 80' WETLAN S BUFFER WL2 \ \ x923 �\ / / x91.6 91.6 \ x92.1 AV x��- /� ! \ x 91.3 \ x 93.2 \ / REMOVE- FXISTING PAVEMENT \ x h92.3 � / / s42 ! I � x' 9.7 \\ � \ � � ' / // x 92.! I PARKING I' WL 3 x 67.3 \ x\91.8 - _ _ - - - LET PROTECTION WITH x s1.7 \ x s2.1 \ }�x /4 j STRUCTURE \ 80 WETLANDS BUFFER MODIFIED RIPRAP APRON x 911 P 0�'OSED LIMIT OF PAVEMENT Ex. Bituminous Drives & Parking Area / / x 92.8 / & NEW CURB LINE x1s2.2 / ( �h/ / F. F. 95.50 m 4 BIORETENTION AREA a / / SEE DRAWING 5 OF 8 / - _ _ / �, // \ x 94.3 K5 \\ ��91.1 ��\ ._ FOR DETAIL �/ �/ x xso.4 \x 69.7 x 90.5 92.2 WETLANDS LIMIT x 92.2 /� �-- 90 -- i LEEK -OFF ' i x 92.5 �NFzW COMPACTED i l 3 6 x 88.7 �� - 4" OUTLET PIPE- - _ _ - - / 88 - B " FL 90.30 X 91.7 i� C3RAVEL SIE xso.1 S DRAWING 5 OF 8 _----- �� / -- I 97 xsz2 / ' x94.2 i l �opaP \ L i3 x .2 r / 4 i � I 97..4 34 / / Q 11 I f I / FOR DETAIL ��� ��� � � � / Ex. Limit Of Pavement I ! ` 90.2 x 86. �i �i / �i \� r� - 90. I I / / (� 805 88.0 �� / �i i� I WL 1B 91. \ 92.1 fx 5 / ���-�y`�_ �- 1z : K2 18 - _ - Reloc to �Ight Pole / I / x 94.3 / S` 46 _ .► ► �'� l -... .o,._... -... 86 1r- ~ �14 - q A o \� �, 22 '� l I l TRANSFER / 1 6 •p f \ WL 12 lS2 f3 / _,. Ark/mate -�''' d=• ,-\� / STRUCTURE x/95. / - Approx. 0 jI� _''' -.90 \_ - - -'6 - _ - -� / Ed a of �' '-� Padunk \ 8�I � � G Mp / Dirt/ Grovel Surfa � F.F. 95.50 / / 96.1 I oI� - Water �' W w irs ...... R�v��8.0 4 his{ing" I I ' //i 7 100 Floodrllain Limits /nutlet / /\• PROPOSED p • \ ... � 4' � I .. / 9 •2i�-... � / I / � x 94.4 1 / / / \ x / TRANSFER DOCK Elevation 90.08 MDC Datum �L 2 K 2 (Elevation 88.00 NGVD) - • -� - - _./�i �/92.o x s2.6/r / /93.9 ! K31 --- ��/ / / I / x96.3 x 85.5 - \ / '� ��85.3 WL 30 'h 8 r ' x 86.8 / , / - - - x o, 3 x 92.6 Woods x Ss.7 J / \ I I ! x 87.5 K1. 38 Woods • • ` � / I ` ` / / / Approx. x 66.8 87 39 ` \ 85• ,/ / NEW COMPACTED I I Edge o f x 9.4 � � 37•. 8.7 , / / i - \ -� -_GR A-V€ L- S-U•R. A-CE l x 91.9 I x 95.4-00 / x 96.7 p �r 85.o Water 52 \ x 86.9 WL 40 � � x 89.8 8 / I � / / / 1 / / / wL 41 x 89 x 88.4 \ \ x 87.2 5' x 89.3 / / I 83�0 �.x 0.4 ( x 936 \ x , xI93.% /// / / I x 96.4 ws-15 I 5' HIGH CHAIN LINE; FENCE `, K 40C/S 2 \ \ I .0 // // x 91.2 \�27 \ x 93\1 ,�- // / / / / x\�g4.s ' I 16 5 x89.4 WL 3 { x90.6 �1 / \ x9Pr6 �-� t / \ x 85.9 x 89.8 x 3.9\ x 89.6 / / / / s4.6 1 1 I \ i 14 x 87.6 91.1 \ \ Dirt Sur ace \ I \ �\ \� 1 x 9 1 \ 13 86.4 1 3 / l / / / wL 43 x 89.8 90.5 x 93.2 x 94.2 \ \ \ \ I \ 94• S TR �C U R E1 r r tJ x97.5 \ �� ' I x g32 80 WETLANDS BUFFER x 92. � N � T 0 x .4 x 94.7 x 8 85.2• 91.5/ / \ x 93. 19 12 3 \wL 3 86�8s.5 I I / / x 92.2 F.F./ 96.50 \ �7 ! o / / \ x 92.9 \ hO ' I I x93.8 x93.5 I WL x 88.9 I PILE \ o x 92.� \ 20 86.8 x , 87' 1 A 1 )r69.2 �th x 92.3 awL 48 PCO x 96.6-- �68 - I I PILE \ �\ 1 / \ x 95.3 /Standing Water _ x 92.9 _ - x 67 6.6 i x 91.J \ o'' \ I x 95.4 \ 21 I x 93.0 ! 45 x 92.9 ' I 1 \ \ x s5.3 \ 970 4 8� 0 ! WETLANDS LIMIT \ I I 1 I \ 923\ \ 1 / \ 97.2 wL \ I I \ o 36 x\94. Dirt Surface \\ x 90. =C� \ x 95.Y 2 2 x 89.8 K 66 86.3 Gravel l \ \ EXISTING TREE LINE I Tree Line \ I 1 x s3o \ \ \ \ 95 86.8 x 93.4 \ \ Standing Water 90 \ \`` I - 1 \ • 0 K6• � _ -mot- -,_ _. \ \ '� r r 1 96 2s - 36 93 F 40 9,3 \94 x 91.0 x sz4 x 91.2 \ K 91 92 93 x 92.9 J \Tree Line \'*�" 80' WETLANDS BU ER x 934 ••� • I + Wi33 35 WETLANDS LIMIT \ 24 I WF 4 \ 25 CULVERT END 12' MODIFIED RIPRAP CUT-OFF WALL (42'x121) 6' PROCESSED AGGREGATE BASE (COMPACTED PROCESS OR CONCRETE) SO' FILTER FABRIC MODIFIED RIPRAP APRON DETAIL CULVERT END �. 1 Gravel/Grass IS, REMOVE EXISTING BLACKTOP & SUBBASE----, Ex. Bltuminous Drive Cc' Parking Area NEW ' 5' PIPE EXIST. PIPE TO BE /- REMOVED/ABANDONED MODIFIED RIPRAP APRON PLAN VIEW BIORETENTION AREA X x 90.5 / x 92.5 / I x 92x 90.5 j / / I I x 92.2 i' + FL out 85.39 / o pop 000 ------ �/ ��• __ --- \O000000c 00( 4" OUTLET PIPE ' ��'' �/ 86 I ) oop0000V° & STONE BERM, 1 0000 000 SEE DETAIL BELOW 91 .01 CONSTRUCT SEDIMENT SUMP Ex. Tank (Above Ord.,) W/Conc Pad . ` X Pprox! ' _ � � � � / / , � • �i • �� , . , ,,,,�_ ... - ... �� ... �„� mate � � .....,_,_ ... �_ . . x 90.6 e ,'' '� �'/ • ' ' • �� Pad4nk R111er \ 90 Approx. .� / Edge of GENERAL NOTES: / �,.•/'' '• LOCH TION DETAILS OF Water ``- ��.• 1. ELEVATIONS REFER TO MDC (METROPOLITAN DISTRICT COMMISSION) DATUM. 2. PARCEL IS LOCATED IN A FLOOD HAZARD AREA B AND A2 AS DEPICTED ON FLOOD INSURANCE RATE MAP, TOWN OF SOUTH WINDSOR, HARTFORD COUNTY, PANEL 2 OF 11. EFFECTIVE DATE: FEBRUARY 23, 2001. 3. WETLAND DELINEATION BY SOIL RESOURCE CONSULTANTS OF MERIDEN, CT. DAVID H. LORD, CERTIFIED SOIL SCIENTIST & ENVIRONMENTAL CONSULTANT. DELINEATION COMPLETED ON NOVEMBER 27, 2001 AND FIELD SURVEYED BY HERMANN HANI L.S. (ZUVIC ASSOCIATES) IN JANUARY 17 OF 2002. 4. ADDITIONAL WETLAND DELINEATION BY D. GROFF AND ASSOCIATES OF BROOKFIELD, CT. DONALD W. GROFF PhD, SOIL SCIENTIST & ENVIRONMENTAL CONSULTANT. DELINEATION COMPLETED ON SEPTEMBER 9, 2003 AND FIELD SURVEYED BY HERMANN HANI L.S. (ZUVIC ASSOCIATES) ON SEPTEMBER 9, 2003. 5. PROJECT IMPACT ASSESSMENT WAS PREPARED BY BENSON ENVIRONMENTAL INC. OF NEWTOWN, CT. REPORT WAS PREPARED ON FEBRUARY 5, 2003, AND SIGNED BY GEORGE A. BENSON, PRESIDENT. 6. ADDITIONAL ECOLOGICAL ASSESSMENT AND MITIGATION PLAN WAS PREPARED BY BENSON ENVIRONMENTAL INC. OF NEWTOWN, CT. REPORT WAS PREPARED ON SEPTEMBER 10, 2003. 7. THE PARCEL IS LOCATED IN ZONE GC. THE ENTIRE LOT AREA (INCLUDING PIECE OF LAND ACQUIRED RECENTLY FROM MARY B. SHEPARD) IS 18.4 ACRES. Inlet I LO Baffle Wall 36" Cast Iron Access Manhole (To.) with steel frame and cover SECTION VIEW 2 217105 TOWN COMMENTS CR 1 1110105 TOWN COMMENTS CR N0. DATE DESCRIPTION BY Approx. Finished Grade Outlet Tee -pipe a The 6" Concrete Block Wall with 6" Did. PVC Penetration as shown 24' Open/ng With 36' MN (T)P. 2 Locatlons� Inlet DETAILS OF 4, 000 GAL. OIL GRIT SEPA RA TOR B/ORETEV TION AREA SCALE.- 1 "=20' I 18" MIN 4" PERF. PVC PIPE @ 1 /8" PER FT. PERFORATIONS DOWN WRAP PIPE WITH FILTER FABRIC 45' 4" SOLID PVC PIPE d12" CLEANOUT (CAPPED) MIN. ABOVE GRADE PROPOSED GRADE APPROX. EL. 86.00 18" FILTER FABRIC (ALL SIDES) 6" Concrete Block ., „ ., • „" ,.. PVC shown PLAN VIEW Outlet r�AyJT1A: r .�r•�r � 1 1/2" CRUSHED STONE In DETAILS OF OUTLET PIPE (9 B/ORETENTiON AREA N. r. s 1. The Contractor shall verify all dimensions in field. 2. The proposed oil/grit separator will have 4,000 gal. design capacity. 3. All joints shall be sealed with mastic sealant 4. The Contractor will verify that existing inlet and outlet pipe connections are sealed with flexible rubber boot. 5. The Contractor will verify that existing tee -pipe: a). extends to grade more than 3" above static liquid level b). extends no closer than 8" from manhole cover c). extends 6 - 24" from the bottom of oil/ grit separator PROPOSED GRADE APPROX. EL., 87.50 55' LONG, 4" SOLID PVC PIPE ® 1 /8" PER FT. 0 Q \ o Ex. Stone Parking Area m .a N� a a, a r'. INSTALL MANHOLE \ OVER EXIST. PIPE FL in (12" & 8") 86.60 FL out (6") 86.30 FL out (12") 86.60 Ex. Stone Parking Area Light Pole INSTALL 4,000 GAL OIL GRIT SEPERATOR PROVIDE TIDE FLEX VALVE AT THE OULET PIPE SECTION OF EXISTING Gee 12" PIPE TO REMAIN AS A BY-PASS CONNECTION 0 °c G� 5� �j L SITE DETAILS MITCHELL PROPERTY GROUP, LLC 90 BROOKFIELD STREET, SOUTH WINDSOR, CT PREPARED MITCHELL PROPERTY GROUP, LLC FOR: OFFICE (860) 528-9500 PREPARED ZUVIC ASSOCIATES INC. 1722 BARTHOLOMEW ROAD, MIDDLETOWN, CONN. BY: OFFICE 860 345-8357 FAX 860 345-4077 SCALE DATE FILE SHEET 1 "=20' OCTOBER 5, 2004 1038 5 OF 8 REMOVE EXISTING BLACKTOP &I SUBBASE it m I I O I I I j I rt INSTALL NEW 111 TI I \ l 1 nl 11"1 I1 ( / di I UMII� UUJ UuNd Ex. Outlet (Wood Open) D 0 coo r- - ICb I INSTALL 8" HDPE DRAIN PIPE INSTALL NEW CATCH BAST (TYPE C-L) WITH DEEP SUMP AND HOOD TF 91.20, FL 87.12 REGRADE THE AREA I / I INSTALL 6" HDPE / f DRAIN PIPE INSTALL 46" HDP,E/ usK Riper -DRAIN PIPE pod FL out 86.00 .' i I � / / Open Wate 1 / er „ RGp \ Edge of Water �x}5t ee P�pee \ 'ih PROVIDE SCOUR PROTECTION AT OUTLET LOCATION DETAILS OF 4, 000 GAL. OIL GRIT SEPA RA TOR SCALE.- 1'=20' LEGEND: SEDIMENTATION & EROSION CONTROL PLAN SNET ) 2499 c8 X 95.8 EXISTING PROPERTY LINE EXISTING UTILITY POLE RELOCATED UTILITY POLE EXISTING CATCH BASIN EXISTING TREE LINE EXISTING SPOT ELEVATION EXISTING COUNTUR PLANTING NOTES: 70?7:11 UPLAND MEADOW MIX GRASS SEED NEW ENGLAND WET MIX PROPOSED COUNTUR 1. GRASS SEEDING MIXTURES: I SOD - LOFTS SEED COMPANY OR APPROVED EQUAL. 10% KENTUCKY BLUEGRASS (POA PRATENSIS) 10% PERENNIAL RYEGRASS (LOLIUM PERENNE) EXISTING EVERGREEN BUSH 80% BLEND OF THREE TALL FESCUES (FESTUCA ARUNDINACEA) SEEDING RATE: 4.5 LBS PER 1,000 S.F. (ADD 10% TO QUANTITY IF HYDROSEEDED) SEEDING DATES: AUGUST 15 - OCTOBER 1 AND APRIL 15 - JUNE 15 100-YR FLOODPLAIN LIMITS 2. ALL SLOPES GREATER THAN 3:1 RECEIVING SEEDING MIXTURE SHALL BE COVERED WITH AN EROSION CONTROL BLANKET. LIMITS OF WETLANDS 3. LIMITED (2-3) TREE CLEARING IS PLANNED FOR THIS PROJECT. '- - - - 80' WETLAND BUFFER 4. ALL DISTURBED AREAS NOT OTHERWISE DEVELOPED SHALL BE SEEDED WITH GRASS SEEDING MIXTURE. SF SIL T FENCE 40 x 90.4 40 80 20 GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. X 90 160 II a -� �_---- Q I MH Ex. Bit. MITCHELL PROPERTY GROUP, LLC c� 90 BROOKFIELD STREET, SOUTH WINDSOR, CT r- I- ---I I I 4_ _ - _ ---------- 51 y Elec Pol `D -Ixl �•9 PREPARED a 1 �e FOR: . s3� I I Conc. Pad ���-------------- PREPARED x 5.7 I I x 93.1L I `IIIBY: ----------------------------111' o o Ex C� I I 95 Ex. Bituminous Drive & X 5.6 Parking Area Ex. Building \ I I SCALE �Ex. CB 1 "= 40' I TF 92.13 x 93.o `` I EFL.52 PEx Bits MITCHELL PROPERTY GROUP, LLC OFFICE (860) 528-9500 ZUVIC ASSOCIATES INC. 1722 BARTHOLOMEW ROAD, MIDDLETOWN, CONN. OFFICE 860)345-8357 FAX 860 345-4077 DATE FILE SHEET OCTOBER 20, 2004 1038 6 OF 8 `9 4 ;_yZ& - - 92.1 - - \ GENERAL NOTES: Tr rmtormer/Pod a I �+ 94.0 onc. Pad I I j 1. ELEVATIONS REFER TO MDC DATUM. 94.9 Light Pole I x 92.s o 2. PARCEL IS LOCATED IN A FLOOD HAZARD AREA B AND _ J Garage/Shop Section \ I A2 AS DEPICTED ON FLOOD INSURANCE RATE MAP, 94.4 Ex. Grass Area r _ _ _ _ Ex. Spot El. ("iyp.) o Ex. B�1il ing (woo opt TOWN OF SOUTH WINDSOR, HART=ORD COUNTY, \ PANEL 4 OF 9. EFFECTIVE DATE: FEBRUARY 23, 2001. x 93.2 s2.8 C E\ Stone Parking Area I I Ex. Limit Of Pavement _ _ _ - _ _ - - - Jx 938 Diesel AST in Shed I \ 94.3- - - - - Gosollre AST in Shed 94. I / 92.8 X 93.9 928 ' o ROPSED VEGET�TI(�N BUFFER � x 937 x 94.2 A,��IG P�DUNK RIVER X 93.s p (UPLANDAEXDOW MIX & 0' f x s37 x s4.z Office Se do O X s31 x 93.0 (Two Sto ies) WO DY VEGETATION). O O 0 � J 93f 192.2 _..�n -J EE DRAWING N0.�s1.4 (�O= .x 92�/ I ° x 93.7- - \ x 91.7 x 92.8 x 93.7 x 93.5 Ex CB I 91.6 ° - - - II x 92.9 x 92.8 O!e x 91.9 -n Ex Well x 93.2 I I j _ - - --i x 92.4 1 PROP. 0/L o 65 _ _ _ _ _, Ex. ce �s ® I I AT SEPARA TOR 0 1 � K 114 _ � - 93.5 / x 5 / I x / I x 93.5� 5 x 91.6 r� 1 � { 2�j1 \ �- � J .-. ° � 93. Ex. Conc. Barrier x 93.0 x 91.8 _ L1ght Pole I 1 () ° ° X 93.1 94.L x 92.3 \ 0 0 0 0 (� 0 �� 0 n WETLANDS IMIT SEE DRAWING No.7 FOR ADDITIONAL X 93'0, $0.9 - x 90.5 PLANTING DI ---TAILS AND NOTES Ex. Building ` ( x926 xg94.1 1Y792.3 r- Ex. 30ding (Metcl Open) x 91.0 \ \ x 7 x92.8 ` / :�91.7 92.3 x 89.2 \ \ x 94.5 \ x 922 x 92.3 X 93.0 _ I \ PROPOSEQ93§0' VIDE x 92.5 x 91. Go _ \ \ -� x s1.4 ,�O�j 93 x s- 92.2 W x 92.7 x 93.5 0 .� VEGETATION BUFFf ER rt Ex. Bituminous Drive & �_ 1 Ex. Dirt Surface ALONG PODUNK DIVER o , _ ` x 933 Ex. Tank (Above Grd.) W%C'onc Pad x sza 929 x s23 x 918 � / ( 80' W TLANDS BUFFER O U O 0 O 0 ` \ 1 \\ (UPLAND MEADOW MIX & \ / Parking Area 934 x 9.8 �i 0 O 0 O 0 0 0 ° \\ I \ WOODY VEGETATION). x 92.2 X 92.3 \ PROPOSED 25-40 WIDE / O O O (- SEE DRAWING /7 FOR x 9f S x 916 x 92'1 x Mkt o`�0 O O ° 0X \ x 93�'LANTING L OUT 8C DETAILS\ // VEGETATION BUFFf;R �� d,J ' i� / \ 942 D O 0 O G 80 WETLANDS BI�FFER "1 / ALONG ODDUNK RIV x 92.3 / / i 0 70 O�O ° O 91.8 - W'93.0 x 927 / l� ,LAND MEADO-MIX j j / �\ PARKING tree Line D O O O 0 O 0 0 0 "� - - \ WOODY VEGETAT �I X 92.1 Ex. Stone Surface // 24 �/ D O O O O O O \ - x s2s )• Ex. Bituminous Drive & Parking Area / / �/ \ STRUCTURE O O O O L� \ // x 91.1 SEE DRAWING N �' � xI92.2 / ; / /A/ °O°O O°O°O°O / I (� O O � O o 6 0 /"-� ° �v - O O O O 0 0 1..0 O O` U v - / E imit Of Paverri - I �0 02G06°0°0°0 1 0°0°O - O-°O O°O°0 0 0 UxRi dL t xso.4 s O O O O O O O O O O O O O `J O�`: Z7� --�/ so.5 ` a 3 s22 0 ° ° ° \�� ° 0 ° 0 ° ° ° Q 0 ° 0 0 °x0.2 ° ° ° ° ° ° ° ° �0 ° °/(-i ° - ` \ \ o' MI x 92.5 r) 00�80 0�000000000 O O 0 -5--0 O O O O 0�-C� O � � � � LEEK OFF � \\ � Xs1.7 O O O O 0 -O- O O O l� i s� O O O O O O O O O 0�- 0 'i 81ORET N TION `.'.`_0°0°0° ,�'Q.b000\ 0010000000000000°0°00�i i 1 _ - ons x�. U0 0v0 0 ` U v O O O O Q O 0 1\0 O O O O O 0 n i AREA e- O --0- O 0 v SF xa& 0 00 0 O 0 \0 O O O O 0_� PLANT WITH EDGE & "."."-" i C O O 0� 0 90. U I_=u__�00 O �000.0�0000�0000000�C� i .= �. O 0000 0110 O O-a-O•-B-a-0- O--Q O (T\ O� x85.1 - - °O O O O() <\ j i-- NEW ENGLAND�WET v Ov0000 O --0 -6 _ o-- °OQ@° -_� O 0 Z-____�.._- n P, --� - X91.8 1r--� �.�-0 0c�0O0O00 O �0O-is-_ ==- __- _ _ O -' _ -- F_ _ _ --"' V O O O O O O P O- W4'' �- - - - - - _ _ ____ _-__ _ _ _ ____ ---_�- - O O O CS _- _ _ __ _-__ _ __- - -_- �_�Qrir�, \� =.--__ vlco � ----_--__-_- _ �_ -- = 1�'F90 ����Q©Q�OQ �'SFI -- -- ___ i _ xI _-____ _..--7_t8-_„_=- �858 • ___�-"_�__ _-,_-�-- __--_-__ __ -__�--° 0000 O_ OG- .6O cy __-__�___--___=--- :5_�____O U O O O O O O-0 -0--Q-0`0 0- S--0-_X�.=_ 85.5 -eo- -00 - 0 -- ___ - ______- O O O O O O O O O O_ O O O O x 86.7_O O O O O O- OWoods ___-_-_-_ X 875 O O O °o Approx. 86.8 x877 Woods O O EOS � 7 0 / _ Edge o f x 89.4 O o / PROPOSED 40' - - - /I� C �� i ; / x .0 8z°86.9 Water K 40 \ x 89.8 R O O O O O O O %/ ,/ VE"'GETAM '\Ai, BUFFER \\/ r� x 88.4 \ x 87.2 g 5 ALO G PO"DUNK 9_M ER-/iXi��\ 1 WL 41 O 0 x 9_.4 \ , x 936 I x 89.2 WETLANIS LIMIT - J 0� 0 ° (hl'LA�! 1�1EAD"OW MIX � � \ .� r x 91/ / /� + �+�A \ �1ti92 7 x 93i 1 X 89.4 x 89.8 woods x 9 :�, 0 0 0 � 89.6 // x 90.6// 7Y !I EGVTAT110N). �� x 9" 'x 87.6 \ / I / Dirt SurfOce /XS, kk86.4 x 93.2 91.1 \ � I / I \ \ x 89.8 90.5 x 94.2-\ - , / / / / x 93.2 \ �� x 86.0 x 4 x 94.7 = \\- x 89. 85.2• 86a089.5 l / 9 'S/ �' 1 x 92.2 \ • 90 - I ' / // % / x 93.8 x 93.5 \\ x 88.9 X 870,0 86.8 p B7 Path . . . . PILE X 95.3 I I x 92.9 - x ' \ - - - I x sr. ------ x930 Standing Water I I x92.9 = . 6.687.0 R' -' - L-j Ex. Conc. Block 19 2.7 x 89.8 X 93.0 Tree Line \ i ` \ ss.8 _ Standing Water \ \ x 93.4 90 \ x 9 5 - -' x91.0 x92.4 x91.2 x 92.9 X 93.4 PROPOSED LOCATION OF CREATED WETLANDS SEE DRAWING 7 FOR NOTES 93 91 92 93 PROPOSED CONSTRUCTION _ STOCKPILE AREA HIGH CHAIN LINK =ENCE WETLANDS LIMIT ING TREE LINE ASS SEED E DETAILS ABOVE SEDIMENTATION AND EROSION CONTROLS / NARRATIVE. A. INTENT: IT IS THE INTENT OF THIS SEDIMENTATION AND EROSION CONTROL PLAN TO PROVIDE THE SITE CONTRACTOR THE MEANS TO CONTROL EROSION AND SEDIMENTS INTO EXISTING WATERCOURSES AND DRAINAGE SYSTEMS, AND ON TO SURROUNDING PROPERTIES AND ROADWAYS. THE CONTRACTOR SHALL USE THIS PLAN, ALONG WITH THE GUIDELINES PROVIDED, CONTAIN SEDIMENTS WITHIN SPECIFICALLY NOTED AREAS AS LISTED ON THIS PLAN. B. DESIGN CRITERIA' THE DESIGN CRITERIA USED TO PREPARE THIS PLAN WAS BASED ON THE "GUIDELINES FOR SOIL & WATER CONSERVATION IN CONNECTICUT", U.S. SOIL CONSERVATION SERVICE. (2002), OR AS MAY BE AMENDED, WHILE TAKING INTO CONSIDERATION THE EXISTING NATURE AND TOPOGRAPHY OF THE SITE, AS WELL AS THE SPECIFICS OF THE PROPOSED PROJECT. C. STARTING DATE OF CONSTRUCTION: FALL/WINTER 2004 D. COMPLETION DATE OF CONSTRUCTION: SPRING 2005 (PLEASE NOTE THE ABOVE NOTED DATES SHOULD BE ASSUMED AS TENTATIVE, AND IS SUBJECT TO CHANGE DUE TO CONDITIONS BEYOND THE CONTROL OF THE APPLICANT.) E. AGENT RESPONSIBLE FOR IMPLEMENTATION OF PLAN: ESI GENERAL MANAGER WILLIAM MITCHELL TELEPHONE NO. (860) 528-9500 & FAX. No. (860) 289-0138 F. DISCUSSION OF SITE AND DEVELOPMENT. (NARRATIVE) THE SITE IS LOCATED ON THE EASTERLY SIDE OF BROOKFIELD STREET, IN THE NORTHERN SECTION OF THE TOWN OF SOUTH WINDSOR, CONNECTICUT. THE DEVELOPMENT, AS PROPOSED, INVOLVES THE REMOVAL OF AN ABOVEGROUND STORAGE TANK & CONCRETE PAD, THE REMOVAL OF EXISTING PAVEMENT WITHIN CLOSE PROXIMITY OF THE PODUNK RIVER AND THE PLACEMENT OF STRIPING FOR PARKING SPACES. A BIORETENTION BASIN SHALL BE INSTALLED AND RIVERBANKS WILL BE CLEANED OF FOREIGN MATERIAL AND RESTORED. BOTH SIDES OF PODUNK RIVER WILL BE PROTECTED FROM SEDIMENT AND DIRECT STORMWATER RUNOFF BY EXTENDED VEGETATION BUFFER. WETLANDS SHALL BE CREATED TO THE SOUTHEAST OF THE PODUNK RIVER. THE MAIN SITE IS SERVICED BY EXISTING SANITARY, WATER, GAS AND ELECTRIC UTILITIES AND HAS A LIMITED STORM DRAINAGE SYSTEM. NEW DRAINAGE STRUCTURES ARE NOT PROPOSED BUT SHALL BE REBUILT AND THE PIPING SYSTEM SHALL BE UPGRADED. SITE CONSTRUCTION SHALL INVOLVE MINOR REGRADING (SEE DRAWING No. 3) PROPOSED SITE DISTURBANCE ALSO INCLUDES THE REMOVAL OF THE FARM BRIDGE AND THREE 24" PIPES AT THE NORTH END & REGRADING EXIST. GRAVEL PATH (AS PART OF WETLANDS CREATION) AT SOUTH END. G. SEDIMENTATION AND EROSION CONTROL NOTES, /cSEQUENCEcnl 1PntrI7 OF OPERATIONS 1. SYNTHETIC FILTER FABRIC BARRIERS SHALL BE PLACED AS SHOWN ON THIS PLAN TO CONTROL SEDIMENTATION AND EROSION. REFER TO DETAIL FOR PROPER INSTALLATION REQUIREMENTS. 2. ALL PERIMETER SYNTHETIC FILTER CHECKS OR BARRIERS SHALL BE PLACED PRIOR TO STARTING OF ANY CONSTRUCTION. 3. THE TOWN ENGINEER, OR HIS AGENT, SHALL BE NOTIFIED BEFORE CONSTRUCTION BEGINS AND UPON COMPLETION. 4. ALL CONTROL MEASURES SHALL BE INSPECTED WEEKLY FOR EXCESSIVE ACCUMULATIONS OF SILT. THESE INSPECTIONS SHALL INCREASE TO DAILY DURING PERIODS OF RAIN OR EXCESSIVE EROSION WITHIN A PARTICULAR PORTION OF SITE IS OCCURUNG WITH REGULARITY. H. SEQUENCE OF SITE DEVELOPMENT AND INSTALLATION OF CONTROL MEASURES: 1, INSTALL ALL PERIMETER SEDIMENTATION CONTROL MEASURES PRIOR TO ANY REGRADING. 2. REMOVE ABOVEGROUND STORAGE TANK AND CONCRETE PAD. INSTALL PAVEMENT IN THIS AREA. 3. REMOVE STOCKPILED MATERIALS SUCH AS GRAVEL, TOPSOIL ETC. AS INDICATED. 4. REGRADE AND INSTALL BIORETENTION AREA. 5. REMOVE PAVEMENT AND STRIPE PROPOSED PARKING STALLS. 6. PLACE TOPSOIL AND SEED ANY DISTURBED AREAS. 7. REMOVE FARM BRIDGE & ALL DEBRIS FROM WATERCOURSE. 8. PLANT WOODED VEGETATION IN BUFFER AREA AND CREATE WETLANDS. 9. INSTALL NEW VEGETATION BUFFER ON BOTH SIDES OF PODUNK RIVER. 10. PARKING AREAS AND SURROUNDING DRIVES TO BE CLEARED OF SILT AND DIRT GENERATED BY THE CONSTRUCTION. WETLAND CREATION PLAN CREATION GOALS: THE GOALS OF THE WETLAND CREATION PLAN ARE TO INCREASE WETLAND PLANT DIVERSITY, IMPROVE WETLAND HABITAT AND STABILIZE RIPARIAN CORRIDORS. PLANTING SEQUENCE 1. PREPARE THE CREATED WETLAND AREA AND PLANT DURING LATE MARCH TO EARLY JUNE OR MID -AUGUST TO LATE SEPTEMBER. IF SPRING CONDITIONS ARE DRIER THAN USUAL, WATERING MAY BE REQUIRED. 2. IDENTIFY AND PROTECT ALL DESIRABLE NATIVE TREES AND SHRUBS TO BE PRESERVED UNDESIRABLE INVASIVE PLANTS SHALL BE IDENTIFIED AND ERADICATED. REMOVAL OF SOME INVASIVE SPECIES LIKE JAPANESE KNOTWEED MAY REQUIRE REPEATED EFFORT. 3. A MINIMUM OF 12 INCHES OF TOPSOIL WILL BE PLACED IN PLATING AREAS TO PROVIDE SUITABLE MEDIUM FOR PLANT GROWTH. TOPSOIL PLACEMENT SHALL OCCUR IN A MANNER THAT DOES NOT CAUSE SOIL COMPACTION BY VEHICLES. TOPSOIL SHALL BE SCREENED FREE OF DEBRIS AND INVASIVE PLANT MATERIALS. 4. LIGHTLY RAKE TO ENSURE PROPER SOIL -SEED CONTACT. SEED MIXES SHALL BE SOWN WITH A HAND HELD SPREADER. SEEDING CAN TAKE PLACE ON FROZEN SOIL. A NON-INVASIVE ANNUAL SUCH AS WINTER RYE MAY BE ADDED TO THE SEED MIX TO OBTAIN SOIL STABILIZING COVER. DO NOT ADD ANNUAL RYEGRASS, KENTUCKY BLUEGRASS OR PARENNIAL RYEGRASS. 5. PLANT TREES, SHRUBS. MULCH ALL PLANTED AND SEEDED AREAS. 6. NEW ENGLAND WET MIX IS TO BE BROADCAST THROUGHOUT THE PLANTED WETLAND AT A RATE OF 1 LB PER 5,000 SQUARE FOOT. 7. ALL TREES SHALL BE B&B; SHRUBS SHALL BE B&B OR CONTAINER GROWN. SPACING OF SHRUBS SHALL BE 2' ON CENTER IN GROUPS, TREES SHALL BE SPACED 8' ON CENTER. 8. ALL PLANT SPECIES ARE SUBJECT TO AVAILABILITY AT THE TIME OF ORDER. EXACT LOCATIONS OF PLANTINGS WILL BE DETERMINED IN THE FIELD BY THE OWNER OR OWNER'S REPRESENTATIVE. SUBSTITUTIONS WITH NATIVE, NON-INVASIVE SPECIES MAY BE MADE. 9. THIS PLANTING PLAN ASSUMES SOILS WILL TYPICALLY BE SATURATED DURING THE GROWING SEASON AND STANDING WATER MAY BE PRESENT PERIODICALLY. MONITORING PROGRAM: 1. THE CREATED WETLAND IS TO SUPPORT VEGETATION COVER OVER ITS ENTIRE AREA AND WILL BE CONSIDERED SUCCESSFUL IF THE AREA SUPPORTS 100% COVER OF NATIVE, NON-INVASIVE SPECIES. THE HIGH DENSITY OF THE PLANTING IS INTENDED TO COMPENSATE AT THE OUTSET FOR INITIAL DIE -OFF. ONE HUNDRED PERCENT VEGETATION COVER IS THE GOAL; REPLACEMENT OF INDIVIDUAL DEAD PLANTS MAY NOT BE NECESSARY IF COVER HAS BEEN ACHIEVED BY SURVIVING PLANTS. 2. A MONITORING REPORT WILL BE PREPARED BY THE OWNER'S REPRESENTATIVE AND PROVIDED TO THE WETLAND COMMISSION AT THE END OF EACH GROWING SEASON FOR A PERIOD OF THREE YEARS. THE REPORT WILL DETAIL PERCENT PLANT COVER, PLANT SPECIES PRESENT, PRESENCE OF EXOTIC OR INVASIVE PLANTS, AND ANY CORRECTIVE ACTION DEEMED NECESSARY. 2 616105 TOWN COMMENTS TG 1 217105 TOWN COMMENTS CR NO. DATE DESCRIPTION BY PROPOSED BIORETENTION AREA PLANT APPROX. 600 TUSSOCK SEDGE (1 PLANT/4 SQ. FT.) SEE NOTE 4, BELOW THE PLANTING LEGEND WETLANDS LIMIT WB SD SD WB rvo WB was SD BHA ww WB WB �, * * 'lam R , POW POW POW POW BW BW / POW POW PLANTING LEGEND AND INFORMATION PLANT SYMBOL I WETLANDS LIMIT w6� ROD ROD � REMOVE DEBRIS AROUND CULVERTS 0 wEXCAVATE STREAMBED BELDW PIPE EB A7V � %7 A A /V CQ \ I REMOVE NVASIVE EXIST. PLAIN1 TI S � i Zk OiP i M1B / EX. Outlet o1 %W HBB HB HBBHBB _.. ROD � H� HBB HBB HBB HBB WB 9 0 AC WB WB WB WB WB G C AC G AC AC f. �/�/ - AC AC Ac Jl l REGRADE 85' OF EXIST GRAVEL PATH, ESTABLISHING DIRECT CONNECTION BETWEEN BODIES OF SURFACE WATER. CREATE WETLANDS PER WETLANDS CREATION PLAN QUANTITY TYP. SPACING (FT.) AC AMERICAN CRANBERRY BUSH 43 3-4 HBB HIGH BUSH BLUEBERRY 32 3-4 WB WINTERBERRY 64 3-4 ROD RED OSIER DOGWOOD 28 8-10 SD SILKY DOGWOOD 9 8-10 SA SPECKLED ALDER 10 8-10 EB ELDERBERRY 18 8-10 BW BANKERS WILLOW 11 10-12 Auk POW qw PURPLE OSIER WILLOW 13 10-12 NOTES: 1) DISTURBED WETLAND AREAS SHOULD BE RESTORED AND PLANTED WITH NEW ENGLAND WET MIX. 2) DISTURBED UPLAND AREAS SHOULD BE RESTORED AND PLANTED WITH UPLAND MEADOW MIX OR GRASS SEED. REFER TO DRAWING 6 OF 8 FOR SPECIFIC AREAS. 3) TWELVE INCHES OF TOPSOIL WITH 30% LEAF COMPOST BY VOLUME SHOULD BE INSTALLED AT THE BOTTOM OF THE PROPOSED BIORETENTION BASIN AS A PLANTING MEDIUM. 4) PLANT TUSSOCK SEDGE AT A DENSITY OF 1 PLANT EVERY 2 SQUARE FEET OVER THE ENTIRE BOTTOM OF THE PROPOSED BIORETENTION BASIN. SOIL BETWEEN SEDGE PLANTS SHOULD BE SEEDED WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX. ANGLE 10' UPSLOPE FILTD FOR STABILITY AND SELF CLEANING. FLOW =0 100' 12' MIN. DEPTH 1. SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH A 6'X6' TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE SET POST DOWNSLOPE. TRENCH BOTTOM. EXCAVATED SOIL. PLACEMENT & CONSTRUCTION OF SYNTHETIC FILTER BARRIER STRAW/HAY BALE BINDING WIRE OR TWINE II n '" II TRENCH WIDTH OF BALE NOT TO SCALE E3 1. EXCAVATE A TRENCH 4' DEEP AND THE WIDTH OF A STRAW BALE. PACKED O STRAW 2. PLACE AND STAKE STRAW BALES, TWO STAKES PER BALE. a 3. WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER. PLAN FLOW => II COMPACTED 4. BACKFILL AND COMPACT THE BACKFILL II EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE OF THE II BARRIER TO PREVENT PIPING. __ I I=11111 1 _IIIII= __ III _ _ 10 PLACEMENT & CONSTRUCTION OF A STRAW/HAY BALE BARRIER -x". \Pow ROD / WB * wB , WB ROD INVERT ELEVATION, RESTORE WETLAND AREA ROD EB Ws WB WB TEST PIT DATA TEST PIT LOCATIONS ARE INDICATED ON THE SITE PLAN (DRA'VING 3 OF 8) TEST PIT No.1 0-14" FILL ( REDDISH SAND, 2" COBBLES) 14-40" NATIVE BROWN -YELLOW SAND, NO MOTTLING TEST PIT No.2 0-11" FILL ( TOPOSOIL, FINE GRAVEL, COBBLES) 11-48" BROWN DENSE SAND, NO MOTTLING TEST PIT No.3 0"-6" NATIVE TOPSOIL 6-48" BROWN FINE SAND, MOTTLING ® 36" TEST PIT No.4 0"-52" VARIOUS TYPES OF IMPORTED FILL 8-12" THICK LAYER (24" BELOW GRADE) EXHIBITED BLACK SMEARS, PETROLEUM IMPACTED. HAS TO BE REMOVED AND DISPOSED OFF SITE PRIOR TO THE CONSTRUCTION OF TRANSFER FACILITY ® 52" THE TOP OF 46" METAL CORRUGATED PIPE INSTALLATION OF SEDIMENTATION AND EROSION CONTROLS MEASURES: 1. SILTATION FENCE A. DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF TH = SEDIGNATED SEDIGNATED FENCELINE LOCATION. B. POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL SIDE), AND HAMMER THE POST AT LEAST 1.5 FEET INTO TI•IE GROUND. C. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH TO PREVENT UNDERMINING BY STORM WATER RUN-OFF. D. BACKFILL THE TRENCH AND COMPACT. 2. HAY BALES A. BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ORIENTED PARALLEL TO THE CONTOUR, AND WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. B. BALES SHALL BE ENTRENCHED AND BACKFILLED. A 'RENCH SHALL BE EXCAVATED THE WIDTH OF A BALE AND LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF FOUR INCHES. AFTER THE BALES ARE STAKED, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. C. EACH BALE SHALL BE SECURELY ANCHORED BY AT !_EAST TWO STAKES. D. THE GAPS BETWEEN BALES SHALL BE WEDGED WITH STRAW TO PREVENT WATER LEAKAGE. E. THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT THE BOTTOMS OF THE BALES ARE HIGHER IN ELEVATION THAN THE TOP OF THE LOWEST MIDDLE BALE, TO ENSURE THAT RUN-OFF WILL FLOW EITHER THROUGH OR OVER THE BARRIER, BUT NOT AROUND IT. CONTINGENCY EROSION PLAN SHOULD UNFORESEEN ENGINEER OF RECORD EROSION OR SEDIMENTATION PROBLEMS ARISE, THE DESIGN ND LOCAL AGENT HALL BE N011F EDIMMEDIATELZUCTY. ANA SPECTION,ETLAND RCEMENT OF THE EF EOCTED AREA(S) SHALL BE PROMPTLY PERFORMED. A REMEDIAL ACTION PLAN SHALL BE FORMULATED WITH THE LOCAL ENFORCEMENT AGENT'S APPROVAL. THE SITE CONTRACTOR SHALL THEN IMPLEMENT THE RECOMMENDED COURSE OF AC11ON WHICH HAS BEEN DETERMINED BY BOTH THE ENGINEER AND THE LOCAL ENFORCEMENT AGENT. LANDSCAPING & EROSION CONTROL DETAILS MITCHELL PROPERTY GROUP, LLC 00 BROOKFIELD STREET, SOUTH WINDSOR, CT PREPARED MITCHELL PROPEF TY GROUP, LLC FOR: OFFICE (860) 528-9500 PREPARED ZUVIC ASSOCIATES INC. BY: 1722 BARTHOLOMEW ROAD, MIDDLETOWN, CONN. OFFICE 860 345-8357 FAX 860 345-4077 SCALE DATE FILE- SHEET 1 "=40' OCTOBER 5, 2004 1038 7 OF 8 Few-h Pr-,4-ino B Jv .ghrrll be graded toward the rear (3.4% slope) for total secondary containment of 5,296 qal.—� (See Calculation Box). Rear of Prefabr, Metal Stn Final Grade Elevatic 1.0' (TYP•) Outline of the 66'x64' Prefabricated Meta/ Structure (Je tPo rt) with projecting roof Me ta/ Guardi Post (Typ.) Section A —A N. T.S. 66' rA I F I F_L:�_A \\ 1 II ra 1 rrP�00 r,e 4' Wide Concrete Wall�;,;ia fi 4' 12" Separation between Parking Bays (Typ.) (Concrete Wall, varied height). 59' 5' B Each Parking Bay shall have assigned a number Plan painted on conc. apron TRAILERS PARKING STRUCTURE (JETPORT, Rear Face of Prefabricated Meta/ Structure N0. DATE DESCRIPTION BY NTS >p of Concrete �n tainm en t Wall Concrete Surface of 10 Day Storage Trailer Parking Bay, Graded toward Rear © 2159' Canopy Roof V12, Pitched to Rear Typical Parking Bay for Box Trailer Top of Concrete 5' Containment Wall , 8 Concrete Surface Of Parking Bay, Graded toward Rear Metal Side Wall Access Door (Partial View) Side Vie Front Face of Prefabricated Metal Structure Projecting Line End of Canopy Roof SeCUOn B—B NTS Front Face of Prefabricated Meta/ Structure 8' Wide Concrete Apron, Min. 12 " High At the Entrance TRAILERS PARKING STRUCTURE (JETPORT, NTS Outline of 73'x 53' Prefabricated Meta/ Guard over iransier Hie Post (Typ.) _% Limit of 8wide Concrete Apron Graded away from Transfer Bay Beginning of Transfer Bay Outline of Prefabricated Metal Structure (Jetport) r fkn Trirncfor droir with projecting roof (5� 12' 12' 12' 12' Wooden Shed for Storage of Emergency Response Equipment llME199 i ° Fes__ II II II II II II II II o II II LII — II II C II J II II II II II I I ° it II 1' Wide Containment Wall I I t I II II II II 0 II II II II II II II II 0 1' 8' Limit of 8' wide Concrete Apron 8' Wide Concrete Apron, Min. !2" High At the Entrance Final Grade Elevation Compacted Gravel Surface 1' Compacted 6" Subgrade Schematic Location of Parked Trailer (Typ. all four locations) 14' x 53' Concrete Ramp (Transfer Dock) with Co.'lection Trench (Conc. surface shall uc cNv.;y �,vuccu/ 53' Access Steps w/ Railing 59' _�_ 14' _� TRANSFER AREA I "=10' Top of 1 ' Wide Concrete Containment Wall Between Transfer Bays 1' Each Transfer Bay shall be graded toward the Transfer Dock For total of secondary containment of 5,296 gal. (See Calculation Box) Concrete Ramp (Transfer Dock) (Conc. Surfaces shall be epoxy coated) i 6"x6" Collection Trench 2' for Spilled Liquid with 3.4�' Slope Galvanized Steel Grate. Concrete Floor of Transfer Bay. Section C—C TRANSFER D0CK N. T. 5. SECONDARY CONTAINMENT COMPUTATIONS: 1. TRANSFER DOCK TRANSFER DOCK SHALL BE FURNISHED WITH 6"x 6" COLLECTION TRENCH COVERED WITH GALVANIZED GRATE. TOTAL VOLUME OF SECONDARY CONTAINMENT: TRENCH AREA : 6"x 6" = 36 SQ IN. = 0.25 SQ FT. LENGTH OF THE TRENCH: 12' + 51' + 12' + 51' = 126 FT. VOLUME PROVIDED: 126 FTx0.25 SF= 31.5 CF= 235.6 GALLONS 2. THE,INDIVIDUAL BAY AT THE TRANSFER AREA OR AT THE TRAILERS PARKING STRUCTURE`. EACH TRUCK PARKING BAY SHALL BE 12' VAIDE AND 59' LONG THE FLOOR SHALL SLOPE @ 3.4% TOWARD 1HE REAR FOR TOTAL DIFFERENCE IN ELEVATIONS OF TWO (2) FEET. TOTAL VOLUME OF SECONDARY CONTAINMENT: LONGITUDINAL SECTION: (59' x 2') / 2 = 59 SQ. FT. VOLUME PROVIDED: 12 FT x 59 SF= 708 �"F= 5296 GALLONS TRANSFER DOCK DETAILS TRUCK TO TRUCK TRANSFER FACIIITY AT ESI YARD, SOUTH WINDSOR, CT NOT VAUD UNLESS EMBOSSED SEAL PREPARED ZUVIC ASSOCIATES, INC. (860) 345-8357 AFFlXED HEREON BY: TG 1722 BARTHOLOMEW RD. MIDDL'=TOWN, CONN. SCALE DATE FI _E DRAWING N.T.S. JUNE 2, 2003 1038 1 8 OF 8