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HomeMy WebLinkAboutSite Plan - General Location Surveyr N/F KENNETH T. GREENWOOD TRUDY GREENWOOD N/F PAUL J. BIGELOW JEAN M. BIGELOW N/F JAMES A. SWEENEY BETH A. SWEENEY N/F / DANIEL VENTURA, JR. N/F JOHN T. GILLESPIE CHRISTINE A. GILLESPIE 1 i i N/F CARL S. BROWN TINA M. BROWN / f I i s N/F HARRY L. JOHNSON j mY H cc - 2 1 ss. N/F RICHARD J. HELLER, SR. JUDITH E. HELIER EXIST. W/F RESIDENCE N/F c f JOHN W. KING Z ' Q ' t cv APPROXIMATE LOCATION Or r EXISTING RESIDENCE 3'r m \\ ale +' RXm ft A \ 5 Y 1ay'i ..rrt4fi'i ...yam 1 O CITY OF NORWICH RESERVOIR PROPERTY 100, 0 100' 200' Omni SCALE: 1 "=100' SCALE: 1"=2000'± NOTES: 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 20-300b-1 THRU 20--300b-20 OF THE REGULATIONS FOR STATE AGENCIES STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. A. TYPE OF SURVEY: GENERAL LOCATION SURVEY B. BOUNDARY DETERMINATION CATEGORY: COMPILATION PLAN C. HORIZONTAL ACCURACY: CLASS D THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH OR OTHER SOURCES OF INFORMATION. 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 FIELD SURVEY MAY DISCLOSE. MAP REFERENCE: 1. SUBDIVISION PLAN, STONY BROOK ACRES, PREPARED FOR WILLIAM M. HRACYK ANNE M. DANIEWICZ, SALEM TURNPIKE (RTE. 82), CHERRY LANE, & NOBLE HILL ROAD, MONTVILLE, CONNECTICUT, SCALE: 1-=50', REVISIONS: 8/97 2. PROPERTY OF EDWARD J., NOWAKOWSKI SHOWING PREMISES CONVEYED SUBSEQUENT TO SEPT. 15, 1962. INCLUDING PREMISES TO BE CONVEYED TO TRI—J, INC. OR HARRY L. JOHNSON, TOWN OF MONTVILLE & BOZRAH, CONN. SCALE: 1"=100', MARCH 24, 1975. CL.Engineers,Inc. CIVIL • STRUCTURAL • SURVEYING 317 Main Street Norwich, Connecticut No. Date Revision ( 860) 886-1966 Fax (860) 886--9165 Project No. BEDROCK STONE CIA -2362 TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY Proj. Engineer CORRECT AS NOTED OR DEPICTED HEREON. SITE DEVELOPMENT PLAN J.F.M. Date: PROPOSED EXCAVATION 01/2001 ROBERT L. MULLEN, L.L.S. #12331 DATE 61 NOBLE HILL ROAD MONTVILLE, CT sheet No. GENERAL LOCATION SURVEY EXISTING UTILITY POLE PROVIDE UTILITY SERVICE TO TRAILER N /F, TOWN OF MONTVILLE FORMER ROAD LOCATION REMOVE PORTION OF GUARD RAIL. PROVIDE 50' METAL BEAM GUARD RAIL PROVIDE STOP SIGN AND PAINTED STOP BAR (SEE DETAIL) PROVIDE SECURITY GATE PROVIDE NON TRACKING CONSTRUCTION PAD PRIOR TO ROUGH GRADING (SEE DETAIL) SEE NOTE #5 PROPOSED STOCKPILE AREA (SEE NOTE #9) PROVIDE EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH SHEET 4 PROVIDE 195' METAL BEAM GUARD RAIL - ASSUMED STREET LINE FORMER GRAVEL DRIVE LOCATION f D) CP e ff ABANDON EXIST. ENTRANCE PROVIDE 40' METAL BEAM GUARD RAIL (SEE DETAIL) PROVIDE 120' BITUMINOUS DRIVEWAY (SEE DETAIL) PROPOSED 36'X40' TRAILER (OFFICE AREA) SEE DETAIL) PROPOSED 36X40' STORAGE/REPAIR AREA PROVIDE GRAVEL ACCESS DRIVE SEE DETAIL) PROVIDE SEDIMENTATION POOL SEE DETAIL) SEE SECTION "A" SHEET 2 D.H. FND) LIMIT OF PROPOSED DISTURBANCE INSTALL AND MAINTAIN A CONTINUOUS LINE OF HAY BALES (SEE DETAIL) PROPOSED HOLDING BIN SEE DETAIL) LIMIT OF INLAND WETLANDS LIMIT OF REGULATED BUFFER AREA WLF 1-34 SITE DATA TABLE ITEM REQUIRED PROPOSED AREA 120,000 S.F. 35 Ac. +\_ FRONTAGE 200 FT. 1,000 FT. FRONT YARDYARD SETBACK 60 FT. 95 FT. SIDE YARD SETBACK 25 FT. 64 FT. REAR YARD SETBACK 60 FT. 530 FT. BUILDING HEIGHTS 35' 15' 1 ` \ •.ss WITH ROOF (SEE DETAIL) WLF 1-33 SEE POLLUTION PREVENTION ,, LF -24 / SHEET 3 ' WLF 1-32 / O -j2 D WLF 1-23 WLF 1-31 2a ^ WLF 1-22 y >_ i \ LF 1-28 LF 1-29 LF 1- WLF 1-10 A WLF 1-21 WLF 1--25 ..---- ,...- i / WLF 1 ®2kF 1-27 WLF 1-12 /' \ `' / ' ' - WLF 1-11 WLF -15 WLF - a' 117' ` -- ., / _ _ _ _ _ / ' / ' MAP REFERENCE 1 ` \\ \ WLF 1-16`_ / 'Sa `• J ` . , . • ....... • / "„ ... f .,. j R / J . oti£'_ __-• / SUBDIVISION PLAN, STONY BROOK ACRES, PREPARED FOR WILLIAM M. HRACYK 1 18 • , . " • GPANEL _ / ,- & ANNE M. DANIEWICZ, SALEM TURNPIKE (RTE. 82), CHERRY LANE, & I.P\ \©9' , , . • • • •,,, ,,, - _ - - _ - —, 4 1 sj j ` - NOBLE HILL ROAD, MONTVILLE, CONNECTICUT, SCALE. 1 -50 , REVISIONS: 8/97 ym• • • • • • ' —_. vweu. .,..II___ " ..tip / / / `+ ,."^'. `1. f f 1 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTION i _I -r 1 __ 1 \64' `` -` -` - - - - -. T .'.: ` - -' `" - _ - - ` _ - _ r - - 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS FOR STATE AGENCIES STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTI T" A i { ? f ..•\!'' \`~ tier —•.._' .w ....I \ t ,'^ '_ ».-" "`"_". r..r.^•..• ^ ter ,_-•-"'.. - , r 'l," ...../ \ .' /• ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. A. TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY- PROPOSED B. BOUNDARY DETERMINATION CATEGORY: TOPOGRAPHIC C. VERTICAL ACCURACY: CLASS V-2 TOPOGRAPHIC ACCURACY: CLASS T-2 BASE: APPROX. NGVD D. INTENT: BASE MAP FOR SITE PLAN 2. BLASTING WILL REQUIRE THAT A PREBLAST SURVEY BE COMPLETED PRIOR TO THE340 START OF C0NSTR UCTI0N . 3. UTILITY LOCATIONS ARE APPROXIMATE -CALL BEFORE YOU DIG 1-800--822-4455. rI _- ! ~ INSTALLAnnN OF UTILITY SERVICES TO MEET THE CRITERIA OF THE GOVERNING UTILITY COMPANY. 4. AS BUILT PLAN SHOWING SITE IMPROVEMENTS MUST BE PROVIDED FOLLOWING COMPLETION OF THE PROJECT. 370 \\\ _ 5. AN ACCESS PERMIT TO NOBLE HILL FROM THE TOWN OF MONTVILLE IS REQUIRED PRIOR TO THE ISSUANCE OF A ZONING PERMIT FOR THE ACTIVITY DELINEATED HEREON. SINCE THE CONSTRUCTION OF THE ACCESS DRIVE REQUIRES FILLING ON TOWN OF MONTVILLE PROPERTY, A CERTIFICATE OF LIABILITY INSURANCE IN FAVOR OF THE TOWN OF MONTVILLE WILL BE REQUIRED IN CONJUNCTION THERE WITH. 6. OWNER: r 1 ` JOHN H. BRYCKI, SR. AND DONNA BRYCKI i 160 BLACK ASH ROAD, OAKDALE, CT 06370 7. THERE WILL BE NO RETAIL SALE OF PRODUCT FROM THIS SITE. 8. THERE WILL BE NO STORAGE OF OIL, GASOLINE, GREASE, OR OTHER HAZARDOUS PRODUCTS ON THE PROPERTY. 9. INITIALLY OVERBURDENBURDE WILL BE UTILIZED TO ACCOMMODATE THE FILLS REQUIRED TO GRADE ALONG THE NORTHERLY SIDE OF NOBLE HILL ROAD. OVERBURDENBENCHMARK / \ _ \ \ r CREATED IN THE FUTURE WILL BE STOCKPILED AND UTILIZED FOR FINAL GRADING. NAIL IN 10" TREE ELEV. =352.31354 lo, fA EXCAVATION NOTES: l I /,o- , 1. EXCAVATION OPERATIONS WILL BE CONDUCTED BETWEEN THE HOURS OF f 7 A.M. AND 6 P.M. EXCLUDING SUNDAYS AND THE FOLLOWING HOLIDAYS. rsa 5 ! - f // \ NEW YEARS DAY LABOR DAYFN/ / J _ / i /,' MEMORIAL DAY THANKSGIVING DAYa / / / -, 77 cz, l / Ggp. / \ INDEPENDENCE DAY CHRISTMAS DAY 1 w 2. FINISH SLOPES NOT TO EXCEED 2.5:1 AT TH1/ / E CONCLUSION 4F THE OPERATIONf ,, i/ EXCAVATED AREAS TO BE PLANTED IN ACCORDANCE WITH PERMANENT VEGETATIVEo/ - / / / COVER GUIDELINES. SEE SHEET 3. 1 / 3. SCREENING (FOUR TIMES A YEAR) WILL BE ACCOMPLISHED USING THE FOLLOWING360 l /// moi GUIDELITHS. A , \ LEGEND E PROCESSING (SCREENING EQUIPMENT) SHALL HAVE NOJ ' / / t / CONVEYOR BELTS, ENSURING THAT THE MATERIAL SHALL BE 370 I ' l ` I.P. IRON PIPE PROCESSED THROUGH THE MACHINERY BY GRAVITY. FN D. 2. NOT MORE THAN 5 WLF WETLAND FOUND LAG 3. THE ENGINE SHALL NOT BE LARGERATHAN 35HP, AT ONE TIME. EXIST. CONTOUR — — -- — — -- — 4. THE PROCESSING SCREENING EQUIPMENT SHALL BE 1 _ / / / I / I t PROPOSED CONTOUR PORTABLE AND SELF-CONTAINED. I I/ // >, 5. THE PROCESSING SCREENING ACTIVITY SHALL NOT GENERATE CAUSE, OR ALLOW CONTINUOUS NOISE MEASUREMENTS AS ' l , DEFINED IN THE REGULATIONS FOR CONNECTICUT STATE AGENCIES, 1 /' / / / ' - / ' / l TITLE 22a, , SECTION 22a-69-1 TO 22a-69-7.4 AS AMENDED i / l l 6. THE PROCESSING (SCREENING) ACTIVITY SHALL TAKE PLACE I ONLY BETWEEN 7 A.M. AND 6 P.M. NO PROCESSING SHALL BE PERMITTED ON SUNDAYS OR HOLIDAYS. if l J / I ` 40 0 ao 60 7. ONLY MATERIAL EXCAVATED AND' UNEARTHED AT A SITE IN t f / ACCORDANCE WITH A VAUD EXCAVATION PERMIT SHALL BEl \ f f / Z 1 1 SCALE: 1 "=40' PERMITTED TO BE PROCESSED (SCREENED) ON SAID SITE. APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION 1 REMOVE EXIST. LEDGE TO MAXIMIZE SITE LINE it •` LAWN f \ \ / /1-1 1 ILdpsjL4k =n—immers, Inc. l i / i j CHAIRMAN DATE CML • STRUCTURAL • SURVEYINGjIHAVEDELINEATEDTHEWETLANDSONTHEPROPERTYINTHEFIELDANDHAVE312/29 PER STAFF REVIEW REVIEWED THE WETLANDS AS SHOWN ON THE PLAN AND FIND THAT THEY 1 10/25 / 18 HAYBALES PER MONT. IWWC 317 Main Street Norwich, ConnecticutA / / / ` SUBSTANTIALLY REPRESENT THE WETLANDS AS DELINEATED IN THE FIELD. 1 9 18 WETLAND SIGNATURE 860 886-1966 Fax 860 - s86 9165 No. Date Revision a -mail: clagclaengineers.com ROBERT C. RUSSO CERTIFIED SOIL SCIENTIST DATE TO MY KNOWLEDGE AND BELIEF THIS PLAN IS SUBSTANTIALLY CORRECT AS NOTED OR DEPICTED HEREON. ROBERT L. MULLEN, L.L.S. #12331 DATE Project No. BEDROCK STONE CL -00-2362 Proj. Engineer SITE DEVELOPMENT PLAN J.F.M. PROPOSED EXCAVATION Date' 06/14/00 61 NOBLE HILL ROAD MONTVILLE, CT. Sheet No. mr In SITE PLAN CC) M CNJ C\J LD M CU rn C\J co 415 410 405 400 395 390 385 380 37% 37C 36 36C 35% 35( 9341. 34( 33! 33( 32' 32, 31 31 30 30 29 DAYVM ELEP 290.00 11!H P"A 0+00 1+00 2+00 SECTION AA" SCALES: HORIZ: 1" = 40' VERT: 1" = 10' 3+00 4+00 5+00 6+00 ZWK94-wo, SLOPE CONCRETEDRIVE Ar" 1/4 PER FT. REINFORCED CONC. PAD 130 =39. Ia 14 ROOF O\ F Col PAD P19WOU 11*111 - 'k 110 CURBING TOOL STORAGE COMPARTMENT ON CONC. PAD SLOPE PAD TO CURBING SEE SECTION) STORAGE / REPAIR AREA NOT TO SCALE REINFOF CONCRETE PAD ELEVATION DRAIN HOLDING BIN NOT TO SCALE 31 1 3 12/29 PER STAFF REVIEW WORK AREA REINFORCED CONCRETE PAD TOOL STORAGE COMPARTMENT ON CONC. PAD 81 N4. 4 4' b, 4 SLOPE PLAN . V1 EW CONCRETE BLOCK 400 4 4 35 1 t'5 3,.-. .15.5' 3 10 A REINFORCED CONCRETE PAD PLAN V1 EW CLA Engineers, Inc. 1 CIVIL* STRUCTURALe SURVEYING 2 10/25 HAYBALES PER MONT. IWWC 317 Main Street Norwich, Connecticut19/18 WETLAND SIGNATURE 860) 886-1966 Fax (860) 886-9165 No. Date Revision e-mail: cla0claengineers.com Project No. BEDROCK STONE CL -00-2362 proj. Engineer SITE DEVELOPMENT PLAN J.F.M. PROPOSED EXCAVATION Date: 06/14/00 61 NOBLE HILL ROAD MONTVILLE, CT Sheet No. SECTION "A" & DETAILS EXISTING GRADE PROPOSED GRADE SLOPE = 2.5' HORIZ. 1 VERT. 00, AREA TO BE EXCAVATED Z fz 5 5 5 0 6 O CD C6 0 oo N 0 r- CD 0') Pe) 0+00 1+00 2+00 SECTION AA" SCALES: HORIZ: 1" = 40' VERT: 1" = 10' 3+00 4+00 5+00 6+00 ZWK94-wo, SLOPE CONCRETEDRIVE Ar" 1/4 PER FT. REINFORCED CONC. PAD 130 =39. I a 14 ROOF O\ F Col PAD P19WOU 11*111 - 'k 110 CURBING TOOL STORAGE COMPARTMENT ON CONC. PAD SLOPE PAD TO CURBING SEE SECTION) STORAGE / REPAIR AREA NOT TO SCALE REINFOF CONCRETE PAD ELEVATION DRAIN HOLDING BIN NOT TO SCALE 31 1 3 12/29 PER STAFF REVIEW WORK AREA REINFORCED CONCRETE PAD TOOL STORAGE COMPARTMENT ON CONC. PAD 81 N4. 4 4' b, 4 SLOPE PLAN . V1 EW CONCRETE BLOCK 400 4 4 35 1 t'5 3,.-. .15.5' 3 10 A REINFORCED CONCRETE PAD PLAN V1 EW CLA Engineers, Inc. 1 CIVIL* STRUCTURALe SURVEYING 2 10/25 HAYBALES PER MONT. IWWC 317 Main Street Norwich, Connecticut19/18 WETLAND SIGNATURE 860) 886-1966 Fax (860) 886-9165 No. Date Revision e-mail: cla0claengineers.com Project No. BEDROCK STONE CL -00-2362 proj. Engineer SITE DEVELOPMENT PLAN J.F.M. PROPOSED EXCAVATION Date: 06/14/00 61 NOBLE HILL ROAD MONTVILLE, CT Sheet No. SECTION "A" & DETAILS ERQ5]QN ANDSEQIIAENT CQMQL SEEM SITE DEVELOPMENT PLAN PROPOSED EXCAVATION BEDROCK STONE NOBLE HILL ROAD MONTVILLE, CONNECTICUT REFER CE IS MADE TO 1. Connecticut Guidelines for Soil Erosion and Sediment Control, January 1985. 2. Soil Survey of New London County Connecticut, U.S.D.A. Soil Conservation Service 1983. QE=E!MENT Proposed Development will allow for the excavation of approximately 400,000 cu. yds. of material. The majority of the excavated material will be removed in large pieces of varying size. Blasting will be accomplished using low level charges. This will insure that the size and quality of the material is not comprised. Excavated material will be graded, separated, and stockpiled on site prior to removal. A maximum of six loads of material per day will be removed from the site using a triaxle vehicle. A Portable Screening device will be delivered to the site four times a year, for a period of two weeks, to separate rip rap and gravel products. These products will be removed from the site based on demand. 501.5 The proposed site is composed of the following soil types: Canton and Charlatan "CcB" Charlton -Hollis "CrC is, Charlton -Hollis "CrD" Ridgebury, Leicester, and Whitman- "Rn" Udonthis- Urban "Ud " CcB" Very stony fine sandy loam with 3 to 8 percent slopes. This gently sloping well drained soil is found on glacial till uplands, plains, and ridges. CrC" Fine sandy loam, very rocky with 3 to 15 percent slopes. This gently sloping to sloping complex consists of somewhat excessively drained and well drained soils on glacial till uplands. CrD" Fine sandy loam, very rocky with 15 to 45 percent slopes. This gently sloping to sloping complex consists of somewhat excessively drained and well drained soils on glacial till uplands. Rn Extremely stony fine sandy loam. This poorly drained wetland soils is found in drainage ways and depressions of glacial till upland hills, ridges, plains, and drumloidal landforms. Ud" This complex consists of excessively drained to moderately well drained soils that have been disturbed by cutting or filling. SCHEDULE It is anticipated that grading and construction activities will begin December 2000 and will continue until expiration of the permit. SEQUENCE OF CONSTRUCTION: 1. Install erosion and sediment control structures. 2. Clear, grub and rough grade proposed driveway. 3. Install subgrade, binder course, and wearing course for driveway. 4. Set Portable Trailer (Proposed Office). Provide electric and telephone service to the temporary structure. 5. Prepare stockpile area and construct bins for storage, 6. Clear, grubb, and remove topsoil within the proposed excavation area. 7. Perform low level blasting, excavate and sort stone. 8. Upon removing the desired material, provide 2:1 finish slopes. 9. Loam, seed & mulch side slopes and disturbed areas. 10. Obtain final inspection, remove trailer, storage bins, and other appurtances. 11. Remove erosion and sediment control devices.. DD=PMENT CONTROL PLAN Prior to the commencement of operations in accordance with any permit issued by the Town of Montville, the Contractor shall install all erosion and sediment control devices. The Contractor shall obtain a site inspection from the Town of Montville Wetlands Officer to ensure that all erosion and Sediment control measures have been installed in accordance with this narrative. Upon certification with respect to the installation of erosion and sediment control measures, the Contractor may commence operations pursuant to the permit. Erosion and sediment control devices shall be installed in accordance with the "Filter Barrier Installation Maintenance" and "Hay Bale Installation & Maintenance" sections of this narrative. All stripping is to be confined to the immediate construction area. Topsoil shall be stockpiled so that slopes do not exceed 3 to 1. A haybale sediment barrier is to surround each stockpile and a temporary vegetative cover provided if necessary. Dust control will be accomplished by spraying with water and if necessary, the the application of calcium chloride. The proposed planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction site. Final stabilization of the site is to follow the procedures outlined in permanent vegetative cover. If necessary a temporary vegetative cover is to be provided until a permanent cover can be applied. During the stabilization period, all erosion and sediment control measures shall be maintained in proper working order. The owners shall be responsible for checking all erosion and sediment control measures on a twice -weekly basis during the stabilization period and after each storm event. During the stabilization period with respect to the site, any erosion which occurs within disturbed areas shall be immediately repaired, reseeded and re -stabilized. Once stabilization has been completed and certification thereof obtained in from the Wetlands Officer of the Town of Montville, erosion and sediment control measures shall be removed by the Contractor. FILMS 13MRIES lblSrALL00N & MNHMNMQE 1. Dig a 6" trench on the uphill side of the barrier location. 2. Position the posts on the downhill side of the barrier and drive the post 1.5 feet into the ground. 3. Lay the bottom 6" of the fabric in the trench to prevent undermining and backfill. 4. Inspect and repair barrier after heavy rainfall. 5. Sediment deposits are to be removed when they reach a height of one foot behind the barrier and are to be deposited in an area which is not regulated by the Inland Wetlands Commission. 6. Inspections and necessary repairs will be made twice weekly. SAY BALE IIIMLL61QN & MAIEENMC 1. Bales shall be placed around all proposed catch basins with the ends FOR tightly abutting each other. QO SELF CLEANING 60,w Z: CL C'4 W to 2. Each bale shall be securely anchored with at least 2 stakes and gaps between bales shall be wedged with straw to prevent water from passing between the bales. 3. Inspect bales after each storm and repair or replace promptly as needed. Remove sediment behind the bales when it has reached half the height and is deposited in an area which is not regulated by the Inland Wetlands Commission. 4. Inspections and necessary repairs will be made twice weekly. TEMPORARY VEGEI&M COVER A temporary seeding of Rye Grass will be completed within 15 days of the formation of stockpiles. If the soil in the stockpiles has been compacted by construction operations it shall be loosened to a depth of 2 inches before the fertilizer, lime and seed is applied. 10-10-10 fertilizer at a rate of 7.5 pounds per 1000 s.f. limestone at a rate of 90 lbs. per 1000 s.f. shall be used. Rye Grass applied at a._ rate of 1 lb. per 1000 s.f. shall provide the temporary vegetative cover. Straw free from weeds and coarse matter shall be used at a rate of 70-90 lbs. per 1000 :f. as a temporary mulch. Apply mulch and drive tracked equipment up and down slope ver entire surface so cleat marks are parallel to the contours. to the contours. P-ERMANENI MELOYE COVER Stabilize slopes using Enkamat S, Geogrid reinforced heavy-duty composite to sta_b--ih;-ieel slopes prior to seeding. Topsoil will be replaced once the excavation has been completed and the slopes are graded to a slope no greater than 2.5 to 1. Topsoil will be spread at a minimum compacted depth of 4 inches. Once the topsoil has been spread, all stones two inch`6 or larger in any dimension will be removed as well as debris. Apply agricultural ground . limestone at the rate of two tons per acre or 100 lbs. per 1000 s.f. Apply 10-10-1 fertilizer or equivalent at a rate of 300 lbs. per acre or 7.5 lbs. per s.f. Work limestoe into the soil to a depth of 4 inches. Inspect seedbed before seeding. If traffic has compacted the soil, retill compacted areas. Apply the following grass seed mix: Seed Mixture Sediment Pool lbs. acre lbs./1000 s.f. New England Erosion Control/Restoration Mix 35 0.80 Upland Areas lbs. acre lbs.Z1 000 s.f. New England Conservation /Wildlife Mix 25 0.57 The recommended seeding dates are: April 1 - June 15 and August 1 - September 15 Following seeding, firm seedbed with a roller. Mulch with weed free straw immediately following seeding. If a permanent vegetative stand cannot be established by September 30, apply a temporary cover on the topsoil. SIQ81AWEM MffiffiEMERT PLAN 1. POLLUTION PREVENTION TEAM THE OWNERS WILL BE RESPONSIBLE FOR CARRYING OUT THE PROVISIONS OF THIS PLAN. 2. 5WEEPING DRIVEWAYS SHALL BE SWEPT CLEAN OF SAND AND LITER AND ANY OTHER OTHER POLLUTANTS AT LEAST A TWICE A YEAR MINIMUM. A. BETWEEN NOVEMBER 15 AND DECEMBER 15 (AFTER LEAF FALL) B. DURING APRIL (AFTER SNOW MELT) 3. -OUTSIDE STORAGE ACCESSORIES OR EQUIPMENT STORED OUTSIDE SHALL BE COVERED AND MAINTAINED TO MINIMIZE POSSIBILITY OF THESE MATERIALS OR THEIR RESIDUE FROM PASSING TO STORMWATER. 4. WASHING NO WASHING IMPERVIOUS SURFACES EXCEPT IN ACCORDANCE WITH 22a-430 OR 22a -430b OF THE CONNECTICUT GENERAL STATUTES. 5. MAINTENANCE AND INSPECTION A. MONTHLY INSPECTION BY POLLUTION PREVENTION TEAM OF AREAS COVERED BY PLAN. B. WEEKLY INSPECTION OF SURFACE DEBRIS AND SEDIMENT. C. MONTHLY INSPECTION OF STORMWATER STRUCTURES AND OUTFALLS. D. CLEAN SEDIMENT AND DEBRIS FROM STRUCTURES AND OUTFALLS ONCE A YEAR DURING APRIL. 5. STORAGEREPAIRBUILDING A. CONCRETE SLAB TO BE GRADED TO CONTAIN SPIN MATERIALS B. SLAB TO BE SWEPT CLEAN FOLLOWING EACH USE AND THE MATERIAL DEPOSITED IN AN APPROVED CONTAINER. POST BOLT SLOTS 3/4"x2-1/2" TO 3-1/2" 6-3 . c.c. (TYP.) IQ QONSTSUCTIQN PAD NOT TO SCALE 2)-2 1$ x2"x3' STAKES EACH BALE COMPACTED BACKFILL - 3/4"x1-1 /4" LG. WITH HEX HEAD & NUT BRACKET BOLT Pr'" REQUIRED r- n MM A ^ iop r -r\ r-WLJI r_LJ 1 1-14 , 141100 11 NOT TO SCALE ANGLE 10* UP SLOPE FOR STABILITY AND QO SELF CLEANING 60,w Z: CL C'4 W to SILT FENCE NOT TO SCALE 9(;,-o i /,), op i _V-A i /,?" * TYPICAL RAIL ELEMENT CLASS A (12 GA.) SPLICE BOLT AT THE OPTION OF THE CONTRACTOR END FRONT SYMMETRICAL ABOUT CENTER LINE FOR MEDIAN BARRIER INSTALLATION INSTALLATION TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF CT. D.O.T. METAL BEAM RAIL NOT TO SCALE R 3 H ER OST) I. LAUAVAIL A IMUNk-Irl 4".DEEP AND THE WIDTH OF A HAY BALE. A[ C' HAY 0 STAK SiBINDING WI OR TWINE TRENCH THE WIDTHTRENCH OF A HAY BALE PACKED HAY PLAN WFnr.F I OOSF STRAW B C B, 4M ti CROSS SECTION PLACE AND STAKE HAY BALES, TWO STAKES PER BALE. l-. BACKFILL AND COMPACT THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SHOWN ON THE UPHILL SIDE OF SIDE OF THE BARRIER TO PREVENT PIPING CROSS SEQTION HAYBALE BARRIER INSTALLATION CHECK DAM NOT TO SCALE BITUMINOUS CONCRETE DRIVEWAY zt$ 1-01 1W W I -L.., L-4 % BASE COURSEBASECOURSE BITUMINOUS, CONCRETE DRIVES NOT TO SCALE SEDIMENT POOL NOT TO SCALE INTERMEDIATE RIP RAP GRAVEL ON FILTER FABRIC 20' CLA Engineers, Inc. CIVIL -STRUCTURAL -SURVEYING 2 10/25 HAYBALES PER MONT. IWWC 317 Main Street Norwich, Connecticut 1 9 18 WETLAND SIGNATURE (860) 886-1966 Fax (860) 886-9165 No. Date Revision e-mail: cla(Polaengineers.com Project No. BEDROCK STONE CU -00-2362 Proj. Engineer SITE DEVELOPMENT PLAN J.F.M. PROPOSED EXCAVATION Date: 06/14/00 NOBLE HILL ROAD MONTVLLEp CT Sheet No. m EROSION & SEDIMENT CONTROL / DETAILS 14