The URL can be used to link to this page

Home My WebLink AboutSite Plan (2)& ZERO GRADE OVER LENGTH 4% 0% 33% 2.0' 25.0' PROPOSED GRADING OR EXISTING (VARIES) PROPOSED 1/4" CRUSHED STONE 12" THICK x LENGTH 3' PROPOSED WOVEN GEOTEXTILE UNDER STONE ELEVATION VIEW LEVEL SPREADER DETAIL 230 PROPOSED TURF REINFORCEMENT GRAVEL STORAGE MAT (12'x LENGTH) DOWNSTREAM AREA OF LEVEL SPREADER 13.4 r.�---- -- 2.0' 80,000 SF 334,142 SF . .. L—L_L_L LLLkLL 225 200' _ _ - • `' �' _'LLL L_ L L_ L_ W r •.A t • t ' L_ L_ L L_ DIRECTION ' : •...' "' . ':� ': • -.. ' L_ L L- OF FLOW 74.9, 285.1 LLLLLLLLL GRADE _ _ _ LLLLLLLL 2151 13.7 LLLLLLLL �--••--- ---- -•- t _ •t L_L_LL_LLL—L_ COUNTY JURISDICTIONAL _Y' PROPOSED _ PROPOSED 1 - -` - - 210l � F L_L_L_L_L_LLL_ CRUSHED? STONE _ .`'; �' •r4`. :` LL-L_LLL-LLL- EXISTING SEWER LINE JPROPOSED WOVEN PROPOSED LEVEL LIP OF V GEOTEJ"ILE UNDER STONE SPREADER - UNIFORM HEIGHT & ZERO GRADE OVER LENGTH 4% 0% 33% 2.0' 25.0' PROPOSED GRADING OR EXISTING (VARIES) PROPOSED 1/4" CRUSHED STONE 12" THICK x LENGTH 3' PROPOSED WOVEN GEOTEXTILE UNDER STONE ELEVATION VIEW LEVEL SPREADER DETAIL 230 SECTION REGULATION PROPOSED 123C PROPOSED 13.4 MINIMUM LOT SIZE 80,000 SF 334,142 SF LEVEL- i 13.5 225 200' _ _ LEVEL ) SPREADER 225 W NA PROPOSED SPREADER PROPQSEI� MINIMUM SIDE YARD 30' 2201001— 74.9, 285.1 GRADE - GRADE _ _ _ 22C 2151 13.7 _ __._ �--••--- ---- -•- _ _ 121-c >50' COUNTY JURISDICTIONAL ®.....,..._.._ PROPOSED _ PROPOSED 1 - -` - - 210l _ CRUSHED STONE CRUSHED? STONE _ EXISTING WATER LINE 121- EXISTING SEWER LINE N/F WEEPING LAYER 19 CATCH BASIN (TYP.) CROSS SECTION SCALE: 1"=I' ' WF -2 BUTLERTOWN ROAD POST -CONSTRUCTION REQUIREMENTS NOTE ROBERT T. &?� MANUEL J. MISARSKIWF-3 _ 3 AFTER CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE OWNER, IT SHALL BE THE N/Fle / r" RESPONSIBILITY OF THE OWNER TO MAINTAIN ALL DRAINAGE STRUCTURES. IN ADDITION, THE FOLLOWING INSPECTION AND MAINTENANCE GUIDELINES SHALL BE THE RESPONSIBILTY OF THE OWNER, BEGINNING THE FIRST YEAR PERIOD FOLLOWING CONSTRUCTION COMPLETION AND WF -4 P ACCEPTANCE, AND SHALL BE FOLLOWED EACH YEAR THEREAFTER:PROPOS / 1. DRAINAGE AND OTHER PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO EXCEED ,/� _ WEEKLY FOR LITTER AND DEBRIS. / / WF -5 LIMITOF g CRJJSNED STONE LAYER . tip PROPOSED / LEVEL /SPREADER \ / WF- ll 1, / 's EXISTING _ / REBAR 00000' wr_9 288 BUTLERTOWN ROAD / / DOOVAN & ANNA LEE N/F M/B/L: 1/ 5 / B V301/430 / WF -10 MAILING ADDRESS 288 BUTLERTOWN ROAD / OAKDALE, CT 06370 o_ 11 SILVER FALLS ROAD GLENN L. & OR / CARMEN SKINNER N/F �''•/ • M/B/L: 1 / 71 V605/639 MAILING ADDRESSIa 11 SILVER FALLS ROAD 11-11' 51 OAKDALE, CT 06370 Q) / BUTLERTOWN ROAD o / ELK RANCH LLC SILVER FALLS ROAD / / MICHAEL A. AND & PATRICIA B. PALMER N1F /MIB/L: 1/ 7 / A / V621/692 MAILING ADDRESS 45 SILVER FALLS ROAD Y OAKDALE, CT 06370 s - LI LIGHT INDUSTRIAL ZONING REQUIREMENTS TABLE SECTION REGULATION LI REQUIREMENTS EXISTING PROPOSED 13.4 MINIMUM LOT SIZE 80,000 SF 334,142 SF 334,142 SF 13.5 MINIMUM LOT FRONTAGE 200' 400.21' 40021' 13.6 MINIMUM FRONT YARD W NA 54•6' 13.6 MINIMUM SIDE YARD 30' NA 74.9, 285.1 13.6 MINIMUM REAR YARD 50' TD RESIDENTIAL 30' TO COMMERCIAL OR INDUSTRIAL NA 387•0' 13.7 MAXIMUM WILDING HQGFFf - -- NA >50' r r EXISTING REBAR BUTLERTOWN ROAD ROBERT T. & MANUEL J. MISARSKI N/F GRAPHIC SCALE 40 0 20 40 so 160 ( IN FEET ) 1 inch = 40 ft 240 & 252 Budertown Road EXISTING MONUMENT. rririT' N i i i N1 4 Cl�o�► ` BUTLERTOWN ROAD ELK RANCH LLC N/F SubieE- CParcel Information OWNER: ROBERT T. & MANUEL ). ISARSKI PARCEL ADDRESS: 240 & 252 BUTLERTOWN, OAKDALE , CT MAILING ADDRESS: 147 WAWECUS HILL RD, ZRAH, CT 06334 MBL: 1/14/6 & 1/14/5 x x x DEED: VOLUME 587 PAGE 769 WATER VALVE AREA: 3341142 SF = 7.67 AC -- - -- FLOOD ZONE: ZONE X PER FIRM MAP ;; 11C0337G ADJACENT PROPERTY LINE EFFECTIVE DATE: JULY 18011 INDEX CONTOUR DATE REVISION,gk 0� ►/24/2017 REV 1: Conditions Of Approval l•4� ¢� B/4/2017 REV 2: Curb Cut Changes c CP Ilk,., . .21231 i -14rraXwte91- GREGG T. FEDUS P.E. CT. LICENSE NO. 21231 PROPOSED DEMOLITION OF EXISTING MONUMENT Location Map Scale: 1"=1000' 0 500 1000 2000 Reference Man: 1. "EXISTING CONDITIONS PROPERTY SURVEY ON PROPERTY OF MANUEL J. MISARSKI & ROBERT T. MISARSKI" PREPARED FOR ERIC LOMBARDI, SCALE 1" = 401, DATE: APRIL 7, 2017, PREPARED BY GERWICK - MEREEN, LLC. Legend EXISTING SYMBOL DESCRIPTION + PROPERTY CORNER o EX. IP / REBAR 0—* UTILITY POLE W/ LIGHT STONEWALL x x x FENCE LINE '". WATER VALVE 0hw — OVERHEAD WIRES -- - -- PROPERTY LINE - - -- ADJACENT PROPERTY LINE INDEX CONTOUR CONTOUR WETLANDS BOUNDARY/FLA( WF -XX -K®----_ MEAN LOW WATER LINE °- - - MEAN HIGH WATER LINE - -- HIGH TIDE LINE COUNTY JURISDICTIONAL ®.....,..._.._ LINE -- - -- - ZONE LINE - -` - - EASEMENT LINE BUILDING SETBACK LINE W EXISTING WATER LINE __SS_ EXISTING SEWER LINE N/F NOW OR FORMERLY 19 CATCH BASIN (TYP.) TYPICAL X5.8 SPOT ELEVATION DH DRILL HOLE (POB) POINT OF BEGINNING * TP 1 TEST PIT 19 Pi PERCOLATION TEST 0 UTILITY POLE OO DRAINAGE MANHOLE Q SEWER MANHOLE HYDRANT WATER SHUTOFF PROPOSED SYMBOL DESCRIPTION -5F SILT FENCE W WATER SERVICE -—SS— SANITARY SERVICE XK9 SPOT ELEVATION INV. INVERT GAL. GALLON SCHED. SCHEDULE = H B HAY BALE BARRIER WATER SHUTOFF FEDUS ENGINEERING, qac 011119 IN %RE R 144.5 Mailing Address: 70 Essex Street Mystic, Connecticut 06355 90 Fax: (860) 536-1644 � � � ion �`; LAN AUG 15 2ol? � •t 4.RED FOR �Lj .� )MARDI 24C .A_:,RTOWN ROAD "O CTICUT SCALE: 1" = 4C SHEET 1 OF 2 DATE: MAY 412017 JOB NO. 15-064 `ttt!tt r, , 1335 TITLE LAND RVEYOP T No. 18859 Vol CrEIRWICKIL - MEREEN L.L.C. 17 INDUSTRIAL DRIVE P.O. BOX 539 WATERFORD, CONNECTICUT 06385 TEL. (860)442-2201 FAX. (860)442-2205 LIZ SOIL EROSION AND SEDIMENT CONTROL PLAN NARRATIVE SOIL EROSION AND SEDIMENT CONTROLS ALL ADJACENT PROPERTIES AND RECEIVING WATERCOURSES AND / OR WETLAND AREAS SHALL BE ADEQUATELY PROTECTED FROM SOIL THE SITE CONTRACTOR MUST FOLLOW ALL GUIDELINES SET FORTH IN THE MANUAL ENTITLED "2002 CONNECTICUT GUIDELINES FOR EROSION AND SEDIMENTATION BOTH DURING AND AFTER CONSTRUCTION. SOIL EROSION AND SEDIMENT CONTROL" PUBLISHED BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION. THIS MANUAL IS ALSO KNOWN AS DEP ALL CONSTRUCTION SITE RUNOFF SHALL BE ROUTED INTERNALLY TO STORMWATER MANAGMENT AREA. SEDIMENT SHALL BE BUL.LMN 34. IN ADDITION THTE SITE CONTRACTOR MUST FOLLOW TOWN OF MONTVILLE ZONING AND SUBDMSION REGULATIONS, MONITORED, MAINTAINED AND REMOVED AFTER EACH STORM EVENT IN EXCESS OF 1" OF RAINFALL OR WHEN THE CAPACITY EXCEEDS TOWN EMERGRNCY STANDARDS AND SPECIFICATIONS, CTDOT FORM 816 WHERE APPLICABLE. 50% OF THE STORAGE VOLUME. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER ALL RAINFALL EVENTS. E & S CONTROLS SHALL BE REPAIRED OR REPLACED AS NECESSARY WITHIN 24 HOURS THROUGHOUT THE CONSTRUCTION DURATION. PROJECT DESCRIPTION THE APPLICANT PROPOSES TO USE THE SITE AS OUTDOOR STORAGE AREA AND PROPOSED FUTURE SO' x 100' BUILDING WITH A 5' WALK ADDITIONAL EROSION AND SEDIMENT CONTROLS MAY BE REQUIRED BY THE TOWN AND SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND AND PARKING. SEDIMENT CONTROLS BEFORE, DURING AND AFTER CONSTRUCTION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE PROPER ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITIES. E & S CONTROLS SHALL BE REMOVAL AND DISPOSAL OF ALL EROSION AND SEDIMENT CONTROLS ONCE THE SITE IS COMPLETELY STABILIZED. MAINTAINED AND REPAIRED OR REPLACED AS NEEDED THROUGHOUT THE CONSTRUCTION DURATION. ALL E & S CONTROLS SHALL BE ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED WEEKLY AND AFTER ALL RAINFALL EVENTS. E & S CONTROLS SHALL BE REMOVED AND PROPERLY DISPOSED OF AS SOON AS THE SITE IS COMPLETELY STABILIZED. REPAIRED OR REPLACED AS NECESSARY WITHIN 24 HOURS THROUGHOUT THE CONSTRUCTION DURATION. CONSTRUCTION SEQUE-NCE ALL ACCUMULATED SEDIMENTS AT ALL EROSION AND SEDIMENT CONTROLS SHALL BE PERIODICALLY REMOVED AND SPREAD IN AREAS 1. SCHEDULE PRE -CONSTRUCTION MEETING WITH OWNER, CONTRACTOR, ENGINEER AND APPLICABLE TOWN STAFF. THAT ARE NOT SUBJECT TO EROSION. THE PERMITTEE SHALL EMPLOY BEST MANAGEMENT PRACTICES, CONSISTENT WITH THE TERMS AND CONDITIONS OF THE INLAND 2. LAND SURVEYOR SHALL MARK OUT CLEARING LIMITS AND 59 WETLANDS BUFFER. WETLANDS PERMIT, TO CONTROL STORMWATER DISCHARGES AND TO PREVENT EROSION AND SEDIMENTATION AND TO OTHERWISE PREVENT POLLUTION OF WETLANDS OR WATERCOURSES. THE PERMITTEE SHALL IMMEDIATELY INFORM THE TOWN WETLANDS OFFICER 3. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. OF ANY PROBLEMS INVOLVING WETLANDS OR WATERCOURSES THAT HAVE DEVELOPED IN THE COURSE OF, OR THAT ARE CAUSED BY, THE AUTHORIZED WORK. 4. CLEAR AND GRUB WITHIN CLEARING LIMITS. THE RESPONSIBLE CONTACT PERSON FOR THE INSTALLATION AND MAINTENANCE OR EROSION AND SEDIMENTATION CONTROLS ON 5. STOCKPILE TOPSOIL FOR RE -USE. THIS PROJECT WILL BE THE SITE CONTRACTOR. THE CONTACT INFORMATION FOR THE CONTRACTOR WILL BE MADE AVAILABLE TO THE TOWN AS SOON AS IT IS AVAILABLE. 6. ROUGH GRADE SITE TO SUB GRADE. VEGETATIVE TURF ESTABLISHMENT PROCEDURE 7. CONSTRUCT STORMWA`TER BASIN. SCARIFY ALL AREAS TO BE TOPSOILED AND SEEDED. APPLY A MINIMUM OF 4 INCHES OF TOPSOIL CNV ALL AREAS TO BE SEEDED. APPLY GRASS SEED, LIME, FERTILIZER AND MULCH ACCORDING TO THE FOLLOWING SCHEDULE: 8. CONSTRUCT SWALE ALONG NORTHERN BOUNDARY. PERMANENT SEED MIXTURE: CREEPING RED FESCUE 2.4 LBS. PER 1,000 SQ. FT. 9. FINISH GRADE ALONG SOUTHERN BOUNDARY. REDTOP 0.2 TALL FESCUE 2.4 10. LOAM, SEED & MULCH AREAS AS DESCRIBED IN 7, 8 & 9 OF SEQUENCE. TOTAL 5.0 11. TRUCK IN GRAVEL FOR STORAGE AREA. GRADE AND COMPACT FROM BASIN (WEST TO EAST) TO BUTLERTOWN ROAD. FERTILIZER: 10-10-10 APPLY AT 7.5 LBS. PER 1,000 SQ. FT. 12. INSTALL CHAINLINK FENCE. LIMESTONE: APPLY AT 150 LBS. PER 1,000 SQ. FT. 13. PAVE DRIVEWAY APRONS. MULCHING: SPREAD HAY OR STRAW OVER ALL AREAS AFTER SEEDING. USE 11/2 TO 2 BALES PER 1,000 SQ. FT. LAND DISTURBANCE TARGET FOR 100% COVERAGE. ANCHOR BY USING NETTING OR TRACKING AS NECESSARY. 1. ALL EXISTING VEGETATION OUTSIDE OF THE CLEARING LIMITS SHALL BE PROTECTED. EXISTING VEGETATION SHALL BE REMOVED ONLY IN AREAS NECESSARY FOR SITE CONSTRUCTION ACTIVITIES. ANY ADDITIONAL CLEARING OUTSIDE OF THE PROPOSED SEEDING DATES: CLEARING LIMITS SHALT BE APPROVED BY TOWN STAFF PRIOR TO CLEARING, AS APPLICABLE. SEEDING DATES IN CONNECTICUT ARE NORMALLY APRIL 1 THROUGH JUNE 15 AND AUGUST 15 THROUGH OCTOBER 1. SEED GERMINATION NORMALLY CANNOT BE EXPECTED FROM NOVEMBER THROUGH FEBRUARY. IF ADEQUATE SEED 2. ALL AREAS SHALL REMAIN UNDISTURBED UNTIL IMMEDIATELY PRIOR TO SITE DEVELOPMENT. GERMINATION IS NOT POSSIBLE DUE TO TIME OF YEAR CONSTRAINTS, MULCHING SHALL BE ADEQUATELY PROVIDED 3. ALL CONSTRUCTION EQUIPMENT, MATERIALS AND STOCKPILES SHALL NOT BE PLACED OUTSIDE OF THE DISTURBED AREAS. TO PROTECT THE SEED FROM WIND AND SURFACE EROSION UNTIL THE WEATHER IMPROVES AND THE SEEDING 4. THE DEVELOPER SHALL, BE RESPONSIBLE FOR THE CLEANING OF ANY NEARBY STREETS, AS ORDERED BY THE TOWN BECOMES WELL ESTABLISHED. OR STATE, OF ANY SOIL OR DEBRIS FROM THE SITE CONSTRUCTION ACTIVITIES. 5. ALL TREES, BRUSH, STUMPS, WOOD CHIPS OR OTHER ORGANIC MATTER SHALL BE DISPOSED OF PROPERLY OFF-SITE. WOOD � EXiSTfNG CHIPS MAY BE USED AS A SILTATION BARRIER DURING CONSTRUCTION AND SPREAD AFTER SITE IS STABILIZED. NO ORGANIC REBAR MATTER INCLUDING TREES, BRUSH AND STUMPS SHALL BE BURIED ON-SITE. t IN ROOT 1 \ } STRIPPING AND STOCKPILING ALL STOCKPILES THAT CONSIST OF ERODIBLE MATERIALS SHALL BE LOCATED WITHIN AREAS AS SHOWN ON THE SITE PLAN AND WF -1 SURROUNDED BY A SILTATION BARRIER. ANY STOCKPILE THAT WILL REMAIN UNDISTURBED FOR A PERIOD LONGER THAN 30 DAYS C' / SHALL BE SEEDED WITH A TEMPORARY GRASS SEED MIXTURE TO PREVENT EXCESSIVE EROSION AND SEDIMENTATION. TRENCH EXCAVATION AND BACKFILL WF -2 THE CONTRACTOR SHALL PROPERLY MAINTAIN ALL BACKFILLED EXCAVATIONS. ANY DEPRESSIONS DUE TO SETTLING IN THESE AREAS `• SHALL BE FILLED AND RESEEDED AS NECESSARY. .,: WF -3 THE WIDTH OF ALL EXCAVATED TRENCHES SHALL BE KEPT AS NARROW AS PRACTICABLE TO ACCOMMODATE THE WORK. ALL MATERIALS _ EXCAVATED FROM TRENCHES SHALL BE STOCKPILED AND USED AS TRENCH BACKFILL MATERIAL UNLESS IT IS DETERMINED TO BE00001,- ; UNSUITABLE BY THE ENGINEER. EXCESS MATERIALS SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR• EROSION CONTROL A WF -4 1. PURPOSE / ALL CONSTRUCTION ACTIVITIES INVOLVING THE REMOVAL OR DISTURBANCE OF SOILS ARE TO BE PROVIDED WITH APPROPRIATE PROTECTIVE MEASURES TO MINIMIZE EROSION AND �yF=•� PROPOSED CONTAIN SEDIMENT DISPOSITION WITHIN THE AREA UNDER DEVELOPMENT. THE MINIMUM CRUSliED STONE STANDARD FOR INDIVIDUAL MEASURES SHALL BE THOSE OUTLINED IN THE 'CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL 2002 EDITION AS AMENDED TO W LAM DATE. THOSE METHODS DEEMED MOST EFFECTIVE FOR THIS PROJECT ARE DESCRIBED HEREIN. �l \ ; 5� 2. INSTALLATION REQUIREMENTS PROPOSED A. OTHER THAN CONSTRUCTION SPECIFICALLY SHOWN ON THESE APPROVED PLANS, NO LEVEL ACTIVITIES SHALL BE CONDUCTED WITHIN DESIGNATED WETLAND AREAS, WATERCOURSES, SPREADER FLOOD PLAINS OR WITHIN CHANNEL ENCROACHMENT LINES WITHOUT THE PRIOR APPROVAL OF THE TOWN PLANNING AND ZONING COMMISSION AND INLAND WETLANDS COMMISSION. \ \ B. WHERE FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. C. ONLY THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME DURING CONSTRUCTION. D. PRIOR TO THE START OF CONSTRUCTION, TEMPORARY BALED HAY EROSION CHECKS, SEDIMENTATION FENCES AND OTHER APPROVED SEDIMENT CONTROL MEASURES SHALL BE IN PLACE WHERE SHOWN ON THESE PLANS AND AT OTHER LOCATIONS WHERE DEEMED NECESSARY. E. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE PERIOD OF EXPOSURE SHALL BE KEPT TO A MINIMUM, INSTALLING PERMANENT AND FINAL VEGETATION, STRUCTURES, ETC. AT THE EARLIEST POSSIBLE OPPORTUNITY. F. CONSTRUCTION EQUIPMENT SHALL NOT UNNECESSARILY CROSS LIVE STREAMS EXCEPT BY MEANS OF BRIDGES, CULVERTS OR OTHER APPROVED MEANS. G. ALL TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED REGULARLY IN PROPER FUNCTIONING CONDITION, UNTIL ALL AREAS EXPOSED DURING SITE CONSTRUCTION HAVE BEEN SUITABLY STABILIZED WITH PAVEMENT, PERMANENT STRUCTURES AND/OR FINAL VEGETATIVE COVER. H. ADEQUATE PROVISIONS SHALL BE MADE TO PREVENT SURFACE WATER FROM DAMAGING THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACES OF FIL I S. I. FILL SHALL BE PLACED AND COMPACTED SO AS TO MINIMIZE SLIDING OR EROSION OF THE SOIL. 4" MINIUMUM 2" STONE FILTER FABRIC Sp. As requiro ANTI -TRACKING PAD NOT TO SCALE 9 2"x4"x4' POSTS SET 8' - 10' APART EXISTING GRADE ' i 1 /rte --8 � X/STING\j / \ REBAR WF -9 1 WF -'I0 ANGLE 100 UPSLOPE FOR STABILITY AND SELF CLEANING 100° 12" MIN. DEPTH STEP 1 SET POSTS AND EXCAVATE A 6"x6" TRENCH. SET POSTS DOWNSLOPE. FILTER FABRIC WIRE FENCING STEP 2 STAPLE THE WIRE MESH FENCING TO END POSTS. COMPACTED BACKFILL STEP 3 STEP 4 ATTACH FILTER FABRIC TO THE WIRE FENCING BACKFILL THE TRENCH AND COMPACT THE AND EXTEND IT TO THE TRENCH. EXCAVATED SOIL SILT FENCE DETAIL NOT TO SCALE BUTLERTOWN ROAD ROBERT T. & MANUEL J. MISARSKI N/F PROPOSED SILT FENCE -- (TYPICAL) DATE REVISION 5/24/2017 REV 1: Conditions Of Approval 8/4/2017 1 REV 2: Curb Cut Chancies 40 PROPPED TOPSOIL STOCKPILE PROPOSED DEMOLITION EXISTING � 5► B:I TLERTOWN ROAD ELK RANCH LLC N/F Subiecit Parcel Inforrhation OWNER: ROBERT T. & MAN' L J. MISARSKI PARCEL ADDRESS: 240 & 252 BUTLERT N ROAD, OAKDALE , Cr MAILING ADDRESS: 147 WAWECUS HILL , BOZRAH, CT 06334 MBL: 1/14/6 & 1/14/5 EXISTING DEED: VOLUME 587 PAGE 7 STOCKPILE AREA: 334,142 SF = 7.67 A FLOOD ZONE: ZONE X PER FIRM M # 0901100337G EFFECTIVE DATE: JU 18, 2011 GRAPHIC SCALE 20 40 80 ( IN FEET ) 1 inch = 40 ft. *'156194*40- °s Q T' C7 -A ■ 4 ••• F "CEN ONAL Mitloss` OSOe GREGG T. F`�DUS P.E. CT. UCENSE NO. 21231 160 Location Mar) Scale: 1"=1000' 0 500 1000 2000 PROPOSED DEMOLITION OF EXISTING FEDUS ENGINEERING, uc Mailing Address: 70 Essex Street Mystic, Connecticut 06355 Office: (860) 536-7390 Fax: (860) 536-1644 EROSION CONTROL PLAN PREPARED FOR ERIC LOMBARDI 240 & 252 BUTLERTOWN ROAD OAKDALE, CONNECTICUT SCALE: 1" = 40' SHEET 2 OF 2 DATE: MAY 4, 2017 JOB NO. 15-064 i z f = JOHN kW � EEN TITLE: AND SURVEYOR T No. 18859 GERWICKIL - MEREEN L.L.C. 17 INDUSTRIAL DRIVE P.O. BOX 539 WATERFORD, CONNECTICUT 06385 TEL. (860)442-2201 FAX. (860)442-2205 Legend PROPOSED TOP SOIL EXISTING 5.1 STOCKPILE SYMBOL DESCRIPTION PROPERTY CORNER EX. IP / REBAR CL&P UTILITY POLE W/ LIGHT 692%8 ` STONEWALL 1 x x x o FENCE LINE WATER VALVE OVERHEAD WIRES �- - -- PROPERTY LINE - - - - ADJACENT PROPERTY LINE INDEX CONTOUR CONTOUR WF -XX WETLANDS BOUNDARY/FLAG - -- -- - -- MEAN LOW WATER LINE EXISTING ---•-•-- MEAN HIGH WATER LINE MONUMENT -PQ••-•-• ._ HIGH TIDE LINE COUNTY JURISDICTIONAL LINE -�- -- - ZONE LINE EASEMENT LINE BUILDING SETBACK LINE W EXISTING WATERLINE -SS EXISTING SEWER LINE N/F NOW OR FORMERLY CSj CATCH BASIN r P.) TYPICAL X5.8 SPOT ELEVATION DH DRILL HOLE (POB) POINT OF BEGINNING * TP 1 TEST PIT ® Pi PERCOLATION TEST 0 UTILITY POLE @O DRAINAGE MANHOLE �}S SEWER MANHOLE HYDRANT WATER SHUTOFF PROPOSED SYMBOL DESCRIPTION - F SILT FENCE W WATER SERVICE '-"SSS- SANITARY SERVICE 10.00 SPOT ELEVATION INV. INVERT GAL. GALLON SCHED. SCHEDULE L3 HB HAY BALE BARRIER `& WATER SHUTOFF FEDUS ENGINEERING, uc Mailing Address: 70 Essex Street Mystic, Connecticut 06355 Office: (860) 536-7390 Fax: (860) 536-1644 EROSION CONTROL PLAN PREPARED FOR ERIC LOMBARDI 240 & 252 BUTLERTOWN ROAD OAKDALE, CONNECTICUT SCALE: 1" = 40' SHEET 2 OF 2 DATE: MAY 4, 2017 JOB NO. 15-064 i z f = JOHN kW � EEN TITLE: AND SURVEYOR T No. 18859 GERWICKIL - MEREEN L.L.C. 17 INDUSTRIAL DRIVE P.O. BOX 539 WATERFORD, CONNECTICUT 06385 TEL. (860)442-2201 FAX. (860)442-2205