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HomeMy WebLinkAboutSite PlanD GE,WEP,,..Al XOTES TVA 1. THE SUBJECT PROPERTY IS LOC47ED WITHIN THE LIGHT INDUSTRAL lf' ZONING DISTRICT IN THE TOWN PROVIDED OF MONTVILLE. REGULATIONS CONCERNING THE LIGHT INDUSTRWL DISTRICT ARE CONTAINED IN SECTION 13 80,000 SF OF THE MONTWLLE ZONING REGULATIONS. 2. ALL EXISTING U71LMES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS 240.02 FT AND ELEVATIONS PRIOR TD ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG" 50 FT AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. COORDINATE ALL CONNECTIONS MINIMUM SIDE YARD AND UNCOVERING OF UTILITIES WITH THE GOVERNING UTILITY. 3. PARKING CALCULATION: 1 SPACE / 1,000 SF GFA (MONTWLLE ZONING REGULATIONS SEC. 19.3 17) 30 FT TOTAL PARKING REQUIRED = 6 SPACES MAIOMUM BUILDING HEIGHT TOTAL PARKING PROVIDED = 10 SPACES 4. ALL DISTURBED AREAS OUTSIDE OF PAVEMENT AND GRAVEL AREAS SHALL BE STABIUZED AS SOON AS PRIVATE WELL POSSIBLE WITH 4" (MINIMUM) OF TOPSOIL AND SEEDED WITH GRASS. 5. THE LOC47IN OF THE ABOVE -GROUND DIESEL FUEL TANK AND ASSOCIATED CONCRETE FUELING AREA SEPTIC MAY BE SUBJECT TO CHANGE PER THE APPUCANT. HOWEVER, THE INSTALLATION AND MATERIALS SHALL SLOPE COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES, INCLUDING NFPA. 6. ALL UGH71NG SHALL BE BUILDING MOUNTED AND INSTALLED TO PREVENT GLARE ONTO ADJACENT 7. PROPERTIES. THE OUTDOOR WOOD FURNACE INSTALLATION SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL 8. CODES THE CHIMNEY ELEVATION OF THE OUTDOOR WOOD FURNACE SHALL BE ELEVATION 250.70 PER PLAN, WHICH IS ONE FOOT HIGHER THAN THE HIGHEST ROOF PEAK ELEVA77ON OF THE RESIDENCE LOCATED AT ELEVA77ON 288 BUTLER TOWN ROAD. THE ONLY OTHER RESIDENCES WITHIN 500' OF THE PROPOSED OUTDOOR WOOD FF FURNACE ARE BOTH LOCATED AT 300 BUTLERTOWN ROAD, WITH THE HIGHEST ROOF PEAK ELEVATION OF N/F THE "REAR" HOUSE BEING 226.44, AND THE HIGHEST ROOF PEAK ELEVATION OF THE 7RONT' HOUSE L:) Z BEING 245.62. 9. THIS PROJECT IS SUBJECT TO REGISTRATION FOR A CONNECTICUT DEPARTMENT OF ENERGY AND UNDERGROUND UTILITY SERVICE ENVIRONMENTAL PROTECTION GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING c.3oc.��o WASTEWATERS ASSOC14TED WITH CONSTRUC77ON AC7M71ES 10. THE SUBJECT PROPERTY IS LOCATED WITHIN FEMA FLOOD ZONE "Xw OR FEMA FLOOD ZONE "D" AS Q T101VAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP NEW LONDON HIGHEST ROOF PEAK ELEV 249.70 "I (4) 14)(16' BULK STORAGE BINS FOR LANDSCAPE MA7ERMLS ROOF LEADER OUTLET W/ PERFORATED END APPROX. LOC ABUTTER'S N/F ANNA & DONOVAN LEE VOLUME 301; PAGE 430 PROPOSED 235 LF OF 6' HIGH BLACK VINYL. COATED CHAIN LINK FENCE W/ PRIVACY SLATS GRADE TO DRAIN (TYP) PRIMARY UTIL17Y SERVICE (UNDERGROUND) 1,000 GALLON UNDERGROUND PROPANE TANK W/ ACCESS 70 / GRADE i y'230' X RBR REC -E, 0 CL&P 6933 PROPOSED HANDICAP PARKING SIGN OW) PROPOSED BITUMINOUS CONCRETE PAVEMENT (18'x34- = 612 SQUARE FEET) PROPOSED 25' WIDE SECURITY GATE DEPICTED ON THE • COUNTY, CONNECTICUT, ALL JURISD►CTIONS, PANEL 337 OF 554, MAP NUMBER 09011C0337G, EFFECTIVE CAP (1NV 224.0) / \ X P1?OPOSED BITUMINOUS NTE JULY 18, 2011. ELECTRICAL SERVICE TO •51 • ' �►� 0 22s.o \ CONCRETE PAVED APRON 11. THE ELECTRIC AND WATER TRENCHES TO THE OUTDOOR WOOD FURNACE SHALL NOT BE BACKFILLED WITH D/E:SEI. TANK 6x25 ��/ c� TO STREETLINE (IYP) FREE DRAINING MATERIAL. UNDERGROUND) 63.25 / \ 12. THE OUTDOOR WOOD FURNACE SHALL BE PLACED ON CRUSHED STONE OR A CONCRETE SLAB (NO ( I \ ' PROPOSED � EXISTING STONE FOOTING DRAIN . WELL AN7I TRACKING PAD • �---- PROPOSED 5,100 SF ted' COMIMERCUIt/INDUSTRIAL. \ SANRARY BUILDING ` • .E \ 1W. 224.17 FF 229.50 - -:` ' 24• APPROX. LOCATION OF 25' N \ - WET EXCAVATION 0111 N \ 232.1 g0 = \ �. ABUTTER'S PROPERTY GRADE 70 DRAIN 12" FULL CUT-OFF WALL =+ 50 ^\ LIGHT INDUSTRIAL ZONING REQUIREMMS ITEM REQUIRED PROVIDED MINIMUM LOT AREA 80,000 SF 133,681 SF MINIMUM LOT FRONTAGE 200 FT 240.02 FT MINIMUM FRONT YARD 50 FT 62 FT MINIMUM SIDE YARD 30 FT 33 FT (MIN) MINIMUM REAR YARD 30 FT 222 FT (MIN) MAIOMUM BUILDING HEIGHT 50 FT <50 FT WATER SUPPLY PRIVATE WELL PRIVATE WELL SANITARY SEPTIC SEPTIC f4E%jg`EJVD & Al?l?RfV-TAT-T0JVS w O WELL O U --130-- EXISTING CONTOUR 0) -- PROPOSED CONTOUR r - N M I --- z 0 0 Z u 0 Q J J 0 -J 0 rt rs0 rn M L*LoC* m LAND SURVEYING N CIVIL ENGINEERING - LAND PLANNING COMMERCIAL & RESIDENTIAL DEVELOPMENT N INLAND WETLAND DEUNEATION i P.O. BOX 184 w 179 PACHAUG RIVER DRONE O GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 °- FAX (860) 376-5899 rn 0 2013 BOUNV ARIES LLC THIS DRAWING IS TIME PROPERTY OF BOUNMRIES LLC AND HAS BEEN SPECIFICALLY > PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION i OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. a PACK LIGHT FOR 5) 1000 L AV LON ABOVE -GROUND) . DOUBLE -WALLED DIESEL TANK :_:1!7A: \ ' y 229.4 ROOF LEADER OUTLET PIPE PROTECTED WITH BOLLARDS ` V ( } (NP) UNDET2GROUND ' 224. \ BOLLARD (TYP FOR 2) in \ 13'x 18CONCRETE \ FUELING PAD/ 44'-4" PVC SCHED 40 \ J \ \ S = 1/4 /FT 1,000 GALLON SEPTIC TANK \ DESIGNED FOR H-20 LOADING \ \ TP#3A W/ 2 ACCESS MANHOLES TO GRADE GRAVEL PARKi11�/STORAG/YARD AREA 232.1 \ \ ` TREELINE (TYP} �� \ � 223 00 l� (TRAFFIC BOUND GRAVEL SURFACE) ' �. '. 71'-4" PVC SCHED 40 \ WOOD CHIP BERM ('TYP), TP#IA \ \ S = 0.01.* ;r \ �v D -BOX , 22- A - INV. 222.17 IN \ TREE \ \ , INV. 222.00 OUT GAr \ \ 10OX RESERVE AREA -4 \ \ l \ , 4x8`020 Hyl CONCRETE GALLERIES \ -' \ \ \ V -:- BOTTOM OF GALLERIES N/F \ \ \ , �- \ ELEV. 221.50 ANNA & DONOVAN LEE \ \ \ \ \ 10'x 10' COiICRETE ,.::: = VOLUME 301; PAGE 430 \ \ , UNE FOR OWF WATER pUA/pSTFR PAD \ N \ \ UNIT OF CLEARING �� TP#4A P - 1A (UNDERGROUND) j \ ,� \ \} \ `" ELECTRICAL SERVICE TO AA o \ \ \ \ \ OWF (UNDERGROLNDBENCHMARK} LIMITS OF INLAND ANDS � � \ IDWiETI\ DELINEATED BY ROBERT C. RUSSO, `� PROPOSED of IDOR WOOD = TP#2A � � , X::. � � � SET IN � TREE DERIVED FROM REFERENCE MAPA FURNACE (OWE'}) ELEV.-229.55 \ ` LIMIT OF GRAVEL YARD (APPROXINATF NAVD 1988) c , ( / TOP OF CHIMNEY ELEV 250.70 \ c", SUBJECT PROPERTY oi AREA' 133,681 f SF N 3.07f AC \ ' ` \ \ \ TP#5A = STONE CHECK DAMS \ \ \ \ \ I O.C. (Typ) _ : -= , 50' FEASIBLE vX_.:.. 30 LOCATION \ , , , , ` \ \ \ �• \ 30 - RBI? "I HEREBY CERTIFY TO COLONEL LANDSCAPING, LLC, DIME BANK AND STEWART TITLE I \ REC GUARANTY COMPANY THAT THIS SURVEY WAS CONDUCTED N THE GROUND AND HAS I BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF \ THE REGULATIONS OF CONNEC77CUT STATE AGENCIES "STANDARDS FOR SURVEYS AND MAPS IN • `�' I , \ ASSOCL47IONEOFALAND SUTE OF RVEYORS, RSINC. 0 EPUr AS PTTEMBER 26,D FOR Ef 9 BY THE FCONORMING TO ` , \ N/F HORIZONTAL ACCURACY CLASS A-2, AND UNLESS OTHERWISE DEPICTED OR NOTED ` 1 \ SOPHIE M. MIS4RSKI HEREIN: VOLUME 481; PAGE 375 , \ (1) TITLE LINES AND LINES OF OCCUPA77ON ARE THE SAME, 1 \ \ (2) ANY PROPOSED IMPROVEMENTS DEPICTED HEREON DO NOT ENCROACH OVER STREET, TITLE OR EASEMENT LINES; O 3 ANY PROPOSED IMPROVEMENTS NOTED HEREON DO NOT VIOLATE MUNICIPAL ` SETBACK REQUIREMENTS OR DEED RESTRICTIONS PERTAINING TO 774E LOCATION OF 1 I I \ IMPROVEMENTS ON THE PROPERTY DEPICTED HEREON, 4 THERE ARE NO ENCROACHMENTS OR PROJECTIONS ON OR OVER THE IMPROVEMENTS ERECTED ON ADJACENT LANDS ON OR OVER THE PROPERTY DEPICTED HEREON; (5) EXCEPT AS NOTED HEREON, THE PROPERTY IS NOT LOCATED WITHIN A FEMA FLOOD HAZARD ZONE; A ' (6) THERE ARE ND EASEMENTS OR ENCROACHMENTS AFFEC77NG THIS PROPERTY FROM A ,.� CAREFUL INSPECTION OF THE SAME, OTHER THAN THOSE DEPICTED OR NOTED •�A 1h \ \ ' HEREON. \ , 70016 10/1/2013 GRAPHIC SCALE \ \ 30 0 13 30 e0 ( IN FEET 1 inch = 30 & • 13054 16.04 J. .E: I CPSW LICENSE NO. DATE 120 "TO MY KNOWLEDGE AI O BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED EON." U. k6k 1 #E JR. L -S. 70016 LICENSENO. DATE JOHN U. FAULISE JR. L.S. LICENSE NO. DATE EROSION CONTROL PLAN CERTIFIED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF MONTVILLE. CHAIRMAN / SECRETARY DATE APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF MONTVILLE. CHAIRMAN / SECRETARY DATLO CONCRETE WHEEL STOP OR APPROVED EQUAL (TYP) -EMPLOYEE PARKING (9 x20' TYP) PROPOSED 202 LF OF 6' HIGH BLACK WTNYL COATED CHAIN LINK FENCE W/ PRIVACY SLATS CL&P ,6932 REMAINS OF STONE WALL SURTEY aroTEs SITE LOCATION LOCATION MAP SCALE: 1"=20000 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SEC77ONS 20-3008-1 THROUGH 2O-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS, IN THE STATE OF CONNECTICUT' AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS AN 'IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY" BASED ON DEPENDENT RESURVEY AND CONFORMS TO HORIZONTAL CLASS A-2 ACCURACY STANDARDS AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS IT IS INTENDED TO BE USED FOR SITE DEVELOPMENT. 2. BEARINGS AND NORTH ORIENTATION DEPICTED HEREON ARE BASED UPON REFERENCE MAP "A" (NORTH AMERICAN DATUM OF 1983). ELEVATIONS ARE BASED ON THE NORTH AMERICAN VFR77CAL DATUM OF 1988 (NAVD 88) OBTAINED FROM GPS OBSERVATIONS TAKEN IN THE FIELD. 3. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON. CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION, 4. THE FIELD SURVEY WAS COMPLETED ON AUGIST 13, 2013 LAND RECORD AND RELATED RESEARCH WAS COMPLETED ON SEPTEMBER 5, 2013. 5. RECORD TITLE TO THE SUBJECT PROPERTY MAY BE REFERENCED TO A STATUTORY FORM WARRANTY DEED FROM MANUEL J. MISARSKI (A/K/A MANUAL M. M/SARSKf) ADN ROBERT T. MISARSKI TO COLONEL LANDSCAPING, LLC DATED JULY 18, 2013 AND RECORDED IN THE TOWN OF MNTWILLE LAND RECORDS BOOK 586, PAGE 772. RP,TPRPNCP MAP A. ILOT SPLIT, PROPERTY OF ROBERT T. MISARSKI & MANUEL M. MISARSKt, 232 BUTLERTOWN ROAD, TOWN OF MONTVILLE, CONNECTICUT, SCALE., 1'%=40', DATE: MARCH 2013" AS PREPARED BY CLA ENGINEERS IMPROTE.MEN'r LOCA'TION -AND-�fL'�? J Li N p 9-0POGR.�P3-fIC suRTEY '1 IIifl "SITE DEVE£OPME.T/T PLATI" PREPARED FOR CO.L OJVE-E L.�V'DSCAPING, LLC 276 BUTLERTOWN ROAD MONTVILLE, CONNECTICUT SCALE: 1"-30P SEPTEMBER 2013 JOB t. D. NO. 13-2190 SHEET 1 OF 2 REV. "A " PER REVIEW COMMENTS 9130113 .. w f MORE R LESS BUILDING SETBACK UNE L7 REC RECOVERED rNV INVERT m SF SQUARE FEET > PVC POLYVINYL CHLORIDE Lu LF LINEAR FEET S SLOPE Z AC ACRES V ELEV ELEVA77ON LA Lu p FF FINISHED N/F NOW OR FORMERLY L:) Z TYp' TYPICAL - E - UNDERGROUND UTILITY SERVICE c.3oc.��o STONE WALL Q � DEEP TEST PIT Q• ANGLE POINT -- PERCOLATION TEST Z ® IRON PIN gD MONUMENT X 229.0 PROPOSED SPOT GRADE w O WELL O U --130-- EXISTING CONTOUR 0) -- PROPOSED CONTOUR r - N M I --- z 0 0 Z u 0 Q J J 0 -J 0 rt rs0 rn M L*LoC* m LAND SURVEYING N CIVIL ENGINEERING - LAND PLANNING COMMERCIAL & RESIDENTIAL DEVELOPMENT N INLAND WETLAND DEUNEATION i P.O. BOX 184 w 179 PACHAUG RIVER DRONE O GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 °- FAX (860) 376-5899 rn 0 2013 BOUNV ARIES LLC THIS DRAWING IS TIME PROPERTY OF BOUNMRIES LLC AND HAS BEEN SPECIFICALLY > PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION i OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. a PACK LIGHT FOR 5) 1000 L AV LON ABOVE -GROUND) . DOUBLE -WALLED DIESEL TANK :_:1!7A: \ ' y 229.4 ROOF LEADER OUTLET PIPE PROTECTED WITH BOLLARDS ` V ( } (NP) UNDET2GROUND ' 224. \ BOLLARD (TYP FOR 2) in \ 13'x 18CONCRETE \ FUELING PAD/ 44'-4" PVC SCHED 40 \ J \ \ S = 1/4 /FT 1,000 GALLON SEPTIC TANK \ DESIGNED FOR H-20 LOADING \ \ TP#3A W/ 2 ACCESS MANHOLES TO GRADE GRAVEL PARKi11�/STORAG/YARD AREA 232.1 \ \ ` TREELINE (TYP} �� \ � 223 00 l� (TRAFFIC BOUND GRAVEL SURFACE) ' �. '. 71'-4" PVC SCHED 40 \ WOOD CHIP BERM ('TYP), TP#IA \ \ S = 0.01.* ;r \ �v D -BOX , 22- A - INV. 222.17 IN \ TREE \ \ , INV. 222.00 OUT GAr \ \ 10OX RESERVE AREA -4 \ \ l \ , 4x8`020 Hyl CONCRETE GALLERIES \ -' \ \ \ V -:- BOTTOM OF GALLERIES N/F \ \ \ , �- \ ELEV. 221.50 ANNA & DONOVAN LEE \ \ \ \ \ 10'x 10' COiICRETE ,.::: = VOLUME 301; PAGE 430 \ \ , UNE FOR OWF WATER pUA/pSTFR PAD \ N \ \ UNIT OF CLEARING �� TP#4A P - 1A (UNDERGROUND) j \ ,� \ \} \ `" ELECTRICAL SERVICE TO AA o \ \ \ \ \ OWF (UNDERGROLNDBENCHMARK} LIMITS OF INLAND ANDS � � \ IDWiETI\ DELINEATED BY ROBERT C. RUSSO, `� PROPOSED of IDOR WOOD = TP#2A � � , X::. � � � SET IN � TREE DERIVED FROM REFERENCE MAPA FURNACE (OWE'}) ELEV.-229.55 \ ` LIMIT OF GRAVEL YARD (APPROXINATF NAVD 1988) c , ( / TOP OF CHIMNEY ELEV 250.70 \ c", SUBJECT PROPERTY oi AREA' 133,681 f SF N 3.07f AC \ ' ` \ \ \ TP#5A = STONE CHECK DAMS \ \ \ \ \ I O.C. (Typ) _ : -= , 50' FEASIBLE vX_.:.. 30 LOCATION \ , , , , ` \ \ \ �• \ 30 - RBI? "I HEREBY CERTIFY TO COLONEL LANDSCAPING, LLC, DIME BANK AND STEWART TITLE I \ REC GUARANTY COMPANY THAT THIS SURVEY WAS CONDUCTED N THE GROUND AND HAS I BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF \ THE REGULATIONS OF CONNEC77CUT STATE AGENCIES "STANDARDS FOR SURVEYS AND MAPS IN • `�' I , \ ASSOCL47IONEOFALAND SUTE OF RVEYORS, RSINC. 0 EPUr AS PTTEMBER 26,D FOR Ef 9 BY THE FCONORMING TO ` , \ N/F HORIZONTAL ACCURACY CLASS A-2, AND UNLESS OTHERWISE DEPICTED OR NOTED ` 1 \ SOPHIE M. MIS4RSKI HEREIN: VOLUME 481; PAGE 375 , \ (1) TITLE LINES AND LINES OF OCCUPA77ON ARE THE SAME, 1 \ \ (2) ANY PROPOSED IMPROVEMENTS DEPICTED HEREON DO NOT ENCROACH OVER STREET, TITLE OR EASEMENT LINES; O 3 ANY PROPOSED IMPROVEMENTS NOTED HEREON DO NOT VIOLATE MUNICIPAL ` SETBACK REQUIREMENTS OR DEED RESTRICTIONS PERTAINING TO 774E LOCATION OF 1 I I \ IMPROVEMENTS ON THE PROPERTY DEPICTED HEREON, 4 THERE ARE NO ENCROACHMENTS OR PROJECTIONS ON OR OVER THE IMPROVEMENTS ERECTED ON ADJACENT LANDS ON OR OVER THE PROPERTY DEPICTED HEREON; (5) EXCEPT AS NOTED HEREON, THE PROPERTY IS NOT LOCATED WITHIN A FEMA FLOOD HAZARD ZONE; A ' (6) THERE ARE ND EASEMENTS OR ENCROACHMENTS AFFEC77NG THIS PROPERTY FROM A ,.� CAREFUL INSPECTION OF THE SAME, OTHER THAN THOSE DEPICTED OR NOTED •�A 1h \ \ ' HEREON. \ , 70016 10/1/2013 GRAPHIC SCALE \ \ 30 0 13 30 e0 ( IN FEET 1 inch = 30 & • 13054 16.04 J. .E: I CPSW LICENSE NO. DATE 120 "TO MY KNOWLEDGE AI O BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED EON." U. k6k 1 #E JR. L -S. 70016 LICENSENO. DATE JOHN U. FAULISE JR. L.S. LICENSE NO. DATE EROSION CONTROL PLAN CERTIFIED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF MONTVILLE. CHAIRMAN / SECRETARY DATE APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF MONTVILLE. CHAIRMAN / SECRETARY DATLO CONCRETE WHEEL STOP OR APPROVED EQUAL (TYP) -EMPLOYEE PARKING (9 x20' TYP) PROPOSED 202 LF OF 6' HIGH BLACK WTNYL COATED CHAIN LINK FENCE W/ PRIVACY SLATS CL&P ,6932 REMAINS OF STONE WALL SURTEY aroTEs SITE LOCATION LOCATION MAP SCALE: 1"=20000 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SEC77ONS 20-3008-1 THROUGH 2O-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS, IN THE STATE OF CONNECTICUT' AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS AN 'IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY" BASED ON DEPENDENT RESURVEY AND CONFORMS TO HORIZONTAL CLASS A-2 ACCURACY STANDARDS AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS IT IS INTENDED TO BE USED FOR SITE DEVELOPMENT. 2. BEARINGS AND NORTH ORIENTATION DEPICTED HEREON ARE BASED UPON REFERENCE MAP "A" (NORTH AMERICAN DATUM OF 1983). ELEVATIONS ARE BASED ON THE NORTH AMERICAN VFR77CAL DATUM OF 1988 (NAVD 88) OBTAINED FROM GPS OBSERVATIONS TAKEN IN THE FIELD. 3. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON. CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION, 4. THE FIELD SURVEY WAS COMPLETED ON AUGIST 13, 2013 LAND RECORD AND RELATED RESEARCH WAS COMPLETED ON SEPTEMBER 5, 2013. 5. RECORD TITLE TO THE SUBJECT PROPERTY MAY BE REFERENCED TO A STATUTORY FORM WARRANTY DEED FROM MANUEL J. MISARSKI (A/K/A MANUAL M. M/SARSKf) ADN ROBERT T. MISARSKI TO COLONEL LANDSCAPING, LLC DATED JULY 18, 2013 AND RECORDED IN THE TOWN OF MNTWILLE LAND RECORDS BOOK 586, PAGE 772. RP,TPRPNCP MAP A. ILOT SPLIT, PROPERTY OF ROBERT T. MISARSKI & MANUEL M. MISARSKt, 232 BUTLERTOWN ROAD, TOWN OF MONTVILLE, CONNECTICUT, SCALE., 1'%=40', DATE: MARCH 2013" AS PREPARED BY CLA ENGINEERS IMPROTE.MEN'r LOCA'TION -AND-�fL'�? J Li N p 9-0POGR.�P3-fIC suRTEY '1 IIifl "SITE DEVE£OPME.T/T PLATI" PREPARED FOR CO.L OJVE-E L.�V'DSCAPING, LLC 276 BUTLERTOWN ROAD MONTVILLE, CONNECTICUT SCALE: 1"-30P SEPTEMBER 2013 JOB t. D. NO. 13-2190 SHEET 1 OF 2 REV. "A " PER REVIEW COMMENTS 9130113 .. w 0 C u u 0 u 2 u 2 C C C a ON N NrY - DEEP TE'ST' P17RES'UL7S DEEP TEST PITS WERE WITNESSED BY MICHAEL KIRBY, R.S. OF THE UNCAS HEALTH DISTRICT AND DEMIAN A. SORRENTINO, C.S.S. OF BOUNDARIES LLC ON AUGUST 29, 2013 TEST PIT 11A SPACES V- 7" TOPSOIL 7= 25" LOAMY SUBSOIL 25 = 85" COMP FlNE-MED GRAY SAND & SILT, DAMP MOTTLING: 25" GW: 75" LEDGE.- NONE ROOTS: 27" RESTRICTIVE: 25" TEST PIT 124 BY STATE OR LOCAL LAW V- 6" TOPSOIL 6= 25" LOAMY SUBSOIL 25= 88" COMP FlNE-MED GRAY SAND & SILT, DAMP MOTTLING: 25" GW: NONE LEDGE: NONE ROOTS: 36" RESTRICTIVE: 25" TEST PIT 13A TOP O= 5" TOPSOIL 5= 27" LOAMY SUBSOIL 27'!- 90" COMP FlNE-MED GRAY SAND & SILT, DAMP MOTTLING: 27" GW: NONE LEDGE: NONE ROOTS: 22" RESTRICTIVE: 27" TEST PIT 14A 0"- 9" TOPSOIL V_ 31 " LOAMY SUBSOIL 31 = 91 " COMP RNE-MED GRAY SAND do SILT, DAMP MOTTLING: 25" GW: NONE LEDGE. NONE ROOTS: 31 " RESTRICTIVE: 25" TEST PIT 154 O- 5" TOPSOIL 5'!- 20" LOAMY SUBSOIL 20"- 86" COMP FlNE-MED GRAY SAND do SILT, DAMP MOTTLING: 25" GW: NONE LEDGE: NONE ROOTS: 24" RESTRICTIVE: 26" FINISHED GRADE - MINIMUM 17" DIAMETER INSPECTION OPENING MANHOLE (OPTIONAL) a0 A' 4. d INLET �-- 5 " 8" MIN. j 3" I INLET BAFFLE 2/3 REQUIRED CAPACITY - d: 1,000 GALLON---, SEPTIC TANK (H-20 LOADING) L , I .10 LJ -8 =1.5' MID -DEPTH LIQUID CONNECTION DEPTH I PERCO-CA770JV TEST RES`i t.0TS' PERCOLATION TEST WAS PERFORMED BY DEMAN A. SORRENTINO, C.S.S. OF BOUNDARIES LLC ON AUGUST 29, 2013. P-1 A PERC DEPTH: 31" PRESOAK: 5 GAL O 11:47A 5 GAL O 12:25P RUE BEBQl�t� 1:06 8-112- 1:08 12-112- 1:10 17" 1:12 18-314- 1:14 20" 1:16 21-114- 1:18 22-1/2" 1.20 23-112- 1.22 24-1/4" 1:24 25" 1:26 25-3/4" 1:28 26-112- 1.30 27" 1:32 27-112- 1.34 28" PERCOLATION RATE 4.0 MINUTES/INCH v , .� .. . v e Q .e LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH SEPTIC TrAXX DET�III NOT TO SCALE GALLERIES 12' ON CENTER FINISHED GRADE LOAM AND SEED, GRADE TO PREVENT POINDING 4'x 8'x 12" HIGH CONCRETE LEACHING GALLERIES 8" MIN. APPROVED STONE AGGREGATE ' (SEE NOTE 19) 10' TO TOP OF EM&INKMENT i-- FILTER FABRIC 18" MIN. TO MOTTLING/OR GROUNDWATER 48" MIN. TO LEDGE/ROCK �--EXISTING GRADE 6' MIN WOOD CHIP BEP %l NOT TO SCALE PROVIDE ACCESS MANHOLES TO FINISHED GRADE AT INLLT AND OUTLET (DESIGNED FOR H-20 L34DING) 1-- MINIMUM 17" DIAMETER MANHOLE MARKINGS 17 OUTLET OUTLET FILTER DEVICE d APPROVED SEPTIC FILL AS REQUIRED (SEE NOTE 18) 8'x 12 "1 EACHINC gALL EP.IES NOT TO SCALE ja it rt rs L.L.C. LAND SURVEWNG CML ENGINEERING - LAND PLANNING COMMERCIAL do RESIDENTIAL. DEVELOPMENT Irma Dun uu�. •►.n ��....�.�.... P.O. BOX 184 179 PACHAUG RIVER DRIVE GRfSWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (850) 376-5899 © 2013 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OR THIS PROJECT, AT THIS SITE, AND IS NOT TO BE DUPUCATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. /3 REQUIRED CAPACITY MAINTAIN 1)f" UP AT EDGE OF PAWJ&W - SAJVY7A_'Ry DESIGNCR77ERUA TOTAL DAILY SEWAGE FLOW CALCULATION PROPOSED 5,100 SF INDUSTRIAL BUILDING 5,100 SF BUILDING X 0.1 GPD/SF (FROM TABLE 4) - 5 10. 0 GPD SANITARY SYSTEM DESIGN DESIGN PERCOLATION RATE _ < 10.1 MINUTES/INCH SEWAGE APPLICATION RATE (FROM TABLE 8) - 1.5 GPD/SF EFFECTIVE REQUIRED TOTAL LEACHING AREA REQUIRED - 510.0 GPD + 1.5 GPD/SF - 340 SF EFFECTIVE SANITARY SYSTEM DESIGN: 1,000 GALLON CONCRETE SEPTIC TANK DESIGNED FOR H-20 LOADING WITH 2 ACCESS MANHOLES TO GRADE AND 1 ROW OF 72' OF 4' WIDE X 8' LONG X 12" HIGH CONCRETE LEACH/NG GALLERIES WITH 1 FT OF APPROVED STONE AGGREGATE SURROUNDING ALL SIDES TOTAL LEACHING AREA PROVIDED: 74 LF X 5.9 SF/LF = 436.6 SF EFFECTIVE 1002 RESERVE AREA PROVIDED MINIMUM LEACHING SYSTEM SPREAD CALCULATION HYDRAULIC GRADIENT - 4.6X DEPTH TO RESTRICTIVE LAYER = 25" HYDRAULIC FACTOR = 34 FLOW FACTOR FOR (510.0/300) = 1.7 PERCOLATION FACTOR FOR UP TO 10.1 MINUTES/INCH = 1.2 MLSS REQUIRED = 69.4' MLSS PROVIDED = 74' iw������ APPROXIMATE GUTTER UNE - 3' STONE CHECX DAJq 4" TOP COURSE - ROILED 8ANK RUN GRAVEL CONFORMING TO CT DOT FORM 816 M.02.03 AND M.02.06 GR4&?ION "C" OR COMPACTED 1-1/4" PROCESSED MAPROCK MIX b 000000O0 0O0O0O0O0C 0 8" BINDER COURSE - ROLLED BANK O O c RUN GRAVEL CONFORMING TO CT C DOT FORM 816 M.02.03 AND O COMPACTED SUITABLE O o O M.02.06 GRADATION "A" O" O `, O C SUBGRADE O6 -0-0-0-0-00000C T'PLATT `C BO'LIMD C3RAVE1 SURFACE NOT TO SCALE • • • • • • • • • • • • • • • • • a,• a x x- •••• • ••••••••• NOT TO SCALE 2' ear CONC. PAVEMENT (MIN.) 8' RANK RUN GRAVEL (MIN.) sEcTroar vrE"'4v NOT TO SCALE PAVED TRAVEL PAVE TO HIGHWAY UNE SURFACE _ 3X SLOPE MAX. FOR 10' MINIMUM SEE SEC774N6WROCESSED GRAVEL BITUMINOUS RADIUS PER CONCRETE TO PLANVIS, HIGHWAY LINE (TYP.) T t�PICAl DP.I VE -WAY ApRON NOT TO SCALE NOT TO SCALE 4" WIDE SOLID WHITE 45' STRIPES ACCESSIBLE PARKING SIGN i- SAAYTARY JVOTTS �. arra Zotrnc WWtM IN5TALLATION INCLUDING ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS SEPTIC SYSTEM SMALL CONFORM TO THE CURRENT EDITION/REVISION OF THE "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 1, 2011 OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH. 2. THE PROPOSED BUILDING SEWER FROM THE BUILDING TO THE SEPTIC TANK AND FROM THE SEPTIC TANK TO THE DISTRIBUTION BOX SHALL BE SCHEDULE 40 PVC ASTM D 1785/ASTM 0 2665 R APPROVED EQUAL AND INDICATED 1N TABLE NO. 2 OF "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS". ALL OTHER SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC ASTM D3034, SOR 35 WITH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT OR APPROVED EQUAL. 3. THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION) WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM. THERE ARE NO SEPTIC SYSTEMS WITHIN 75' OF THE PROPOSED WELL. 4. THERE. SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' DOWN GRADIENT OF THE SEPTIC SYSTEM. SHOULD ANY SIGNIFICANT VARATIONS FROM THE TEST HOLE DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE; GROUNDWATER, MOTTLING, SOIL TYPE, ETC.), THE UNCAS HEALTH DISTRICT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM. 5. ALL EXISTING UTIU77ES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AN ELEVATIONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 6. NO DEVIATION FROM THE APPROVED SANITARY DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE UNCAS HEALTH DISTRICT AND THE DESIGN ENGINEER. 7. THE SEPTIC TANK SHALL BE PRECAST CONCRETE UNLESS OTHERWISE AUTHORIZED BY THE DESIGN ENGINEER AND THE UNCAS HEALTH DISTRICT. 8. THE PROPOSED FILL FOR THIS SEPTIC SYSTEM SHALL MEET THE FOLLOWING SPECIFICATIONS: A. 100X OF FILL SHALL PASS THROUGH A 3" SIEVE B. MAXIMUM z OF GRAVEL (BETWEEN 14 do 3" SIEVE) - 45% C. GR4DI477ON OF FILL WITHOUT THE GRAVEL SHALL MEET THE FOLLOWING CRITERIA: SIEVE SIZE X PASSING (D I4 100X 1002 10 70 - 100 z 70 - 100 z X40 10-50X« 10-75X # 100 0-20% 0-5z 1200 0-5X 0-2.5z D. * PERCENT PASSING THE 140 WET SIEVE CAN BE INCREASED TO NO GREATER THAN 75X IF THE PERCENT PASSING THE 1100 SIEVE DOES NOT EXCEED 10X AND THE 1200 SIEVE DOES NOT EXCEED 5X. E PERCOLATION RATE AFTER PLACEMENT AND COMPACTION SHALL BE FASTER THAN OR EQUAL TO 10.0 MINUTES/INCH. A WET OR DRY SIEVE ANALYSIS MAY BE REQUIRED PRIOR TO FILL PLACEMENT TO VERIFY THAT IT MEETS THESE SPECIFICATIONS. THE FILL SHALL BE APPROVED BY THE UNCAS HEALTH DISTRICT PRIOR TO ITS PLACEMENT ON SITE. 9. APPROVED STONE AGGREGATE MEANS BROKEN OR CRUSHED STONES, OR SCREENED GRAVEL MEETING THE CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 816 SPECIFICATION M.01.01 FOR NO. 4 STONE (SIEVE SIZES 3/8 THROUGH 2 -INCH AS BELOW OR LATEST SPECIFICATION) AND THE SIEVE GRADATION FOR THE 1200 AND 140 SIEVE SHOWN BELOW BASED ON A WET SIEVE TEST: STONE AGGREGATE SHALL BE FREE OF SILT, DIRT, OR DEBRIS, AND SHALL SHOW A LOSS OF ABRASION OF NOT MORE THAN 5OX USING AASHTO METHOD T-96, AND WHEN TESTED FOR SOUNDNESS USING AASHTO METHOD T-104 NOT HAVE A LOSS OF MORE THAN 15X AT THE END OF 5 CYCLES SIEVE SIZE z PASSING WEIGHT) 2 INCH 100 X 1.5 INCH 90 - 100 x 1 INCH 20 - 55 z 3/4 INCH 0 - 15 X 318 INCH 0-5X 140 0-3z 1200 0 - 1.5 X 10. SITE PREPAR417ON PROCEDURE FOR THE INSTALLATION OF EACH PROPOSED SEPTIC SYSTEM: A. STRIP ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN THE AREA OF AND 5' SURROUNDING THE PRIMARY LEACHING GALLERIES B. USING A HEAVY RAKE R EQUAL, THOROUGHLY SCARIFY AND ROUGHEN UP THE EXPOSED SUBSOIL. PREVENT ANY VEHICULAR TRAFFIC, BACKHOE, TRUCKS, ETC. FROM SMOOTHING/COMPACTING THIS EXPOSED SUBSOIL. C. PLACE AND COMPACT SELECT FILL MATERIAL MEETING SPECIFICATIONS INDICATED ABOVE (NOTE 18) IN LIFTS OF NOT GREATER THAN 12" IN THE AREA OF THE PROPOSED LEACHING GAI.LER1ES UP TO AT LEAST THE ELEVATION OF THE TOP OF THE LEACHING GALLERIES D. PERFORM AT LEAST 1 PERCOLATION ]EST ON PLACED FILL. FILL MUST HAVE A PERCOLATION RATE EQUAL TO OR FASTER THAN THAT AS INDICATED 1N NOTE I&E, IF PERCOLATION RATE IS SLOWER THAN THAT RATE, ALL FILL SWILL. BE REMOVED AND REPLACED WITH ACCEPTABLE FILL MEETING PROPER SPECIFICATIONS. E. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED AGGREGATE AS INDICATED IN NOTE /9. F. COVER SYSTEM WITH A MINIMUM OF 18" OF GRAVEL IN TRAVEL AREAS (MINIMUM 6" IN GRASS OR LANDSCAPED AREAS) AND GRADE TO PREVENT PONDING. THE FINISHED GRADE 10' FROM ANY PART OF THE PROPOSED LEACHING GALLERIES SWILL BE AT LEAST THE SAME EUVATION AS THE TOP OF THE RESPECTIVE LEACHING GALLERY. G. ACCESS MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK SHALL BE INSTALLED UP TO FINAL GRADE AN ACCESS MANHOLE MAY BE INSTALLED ON THE INLET GALLERY SECTION. 11. THE PROPOSED BUILDING, WELL, OUTDOOR WOOD FURNACE AND SEPTIC SYSTEM SWILL BE STAKED OUT BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. A BENCHMARK SWILL BE SET IN THE SEPTIC SYSTEM AREA PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM. 8, 4" SOLID WHITE UNE STRIPING (TYP) "ROVIOE PAINTED UNIVERSAL tANDICAP SYMBOL '4' HEIGHT - CENTERED) 17AX ACCBSSIBLP HAMI)ic -P PAP,,,xIwG SPACB NOT TO ' 8" 4" ::.. 6' DESIGN NOTES 4000 PSI CONCRETE REINFORCEMENT: 2-14 BARS (2)-3/4" CAST HOLES FOR ANCHORING CONCRETE W '(EEC SJrOP DE7AIE NGr TO SCALE 6" THICK, 3000 PSI CONCRET.: 6x6-W2.9xW2.9-, FINISH GRADE 8" ROLLED GROVEL BASE (COMPACTED IN 4" LIFTS) PROVIDE PAD SIZE IN ACCORDANCE Now WITH OWNER REQUIREMENTS CONCRETE DUMPS?ER PAD NOT TO SCALE FINISH GRADE THIS SIGN TYPICAL AT R7-8 ALL ACCESSYBLE PARKING P SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE _III •' t O ••. I I=1 I PARKING SPACES" ww 12"x8" PENALTY SIGN WITH WORDING AS REQUIRED 1214" BY STATE OR LOCAL LAW �1 =CHANNEL AST P(2-bs../ft.) 4" PIPE BOLLARD PAINTED c TRAFFIC YELLOW, FILLED W/CONCRETESLOPE o TOP OF CONCRETE-\ 3500 P.S.I. " O P.C. CONCRETE ' �'•';,! 3 it i =6" ACCESSIBIB PAPJuwG SIGN NOT TO SCALE 6" DIAMETER STEEL BOLLARD WITH CONCRETE FILL 6" 6" _III •' t O ••. I I=1 I • r 20" BO.C.CARD DEI.All E., CPSWQ NOT TO SCALE - BCH TO DRAIN t/2" SLOPE - FINISH GR40E RM. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS - 6" CONCRETE ENaASEMENT UNDISTURSO SUBGR4DE 13054 16'- l -3 LICENSE NO. DATE JVARPt4AqTVE 11`710 rrwl-VIAL INVULVE5 THE DEVELOPMENT OF 1.91 ACRES OF A 3.07& ACRE LOT LOCATED IN THE '7.1" (LIGHT INDUSTRIAL) ZONING DISTRICT IN THE TOWN OF MONTVILLE FOR USE BY COLONEL LANDSCAPING, LLC. PROPOSED IMPROVEMENTS INCLUDE A 5,1001 SQUARE FOOT BUILDING, ASSOCIATED PARKING, ACCESS DRIVE, OUTDOOR MATERAL STORAGE AREAS, A 1,000 GALLON UNDERGROUND PROPANE TANK, A 1,000 GALLON ABOVE -GROUND DIESEL TANK, AN OUTDOOR WOOD FURNACE, DUMPSTER PAD/ENCLOSURE, ONSITE SEPTIC SYSTEM, WELL, UTILITIES AND ASSOCIATED SITE IMPROVEMENTS THE BUILDING WILL BE SERVED BY AN ON-SITE WELL AND ON-SITE SEPTIC SYSTEM. THE PROJECT IS EXPECTED TO COMMENCE IN FALL 2013 AND BE COMPLETED IN SPRING OF 2014. INLAND WETLAND SOILS ON THIS PROPERTY WERE PREVIOUSLY DELINEATED BY ROBERT C. RUSSO, CERTIFIED SOIL SCIENTIST OF CIA ENGINEERS ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE (USDA), NATURAL RESOURCES CONSERVATION SERVICE (NRCS) WEB SOIL SURVEY FOR THE STATE OF CONNECTICUT, THE ENTIRE DEVELOPMENT PORTION OF THE SUBJECT PROPERTY CONTAINS WOODBRIDGE FlNE SANDY LOAM, 3-8z SLOPES STORMWATER RUNOFF FROM THE DEVELOPED PORTION OF THE SITE WILL SHEET FLOW TO ADJACENT GRASSED PORTIONS OF THE SITE WHERE IT WILL RETURN TO THE GROUND THROUGH NATURAL. INFILTRATION VELOCITY OF OVERLAND STORMWATER RUNOFF WITHIN THE GRASSED PR77ONS OF THE SITE WILL BE CONTROLLED VA STONE CHECK DAMS IN ORDER TO MINIMIZE EROSION. A WOOD CHIP BERM WILL BE INSTALLED DOWN GRADIENT OF ALL PROPOSED EXCAVATION/FILL AREAS PRIOR TO EARTHWORK OPERATIONS AN ANTI -TRACKING PAD HAS BEEN INSTALLED AT THE CONSTRUCTION ENTRANCE LOCATION AT BUTLERTOWN ROAD, AND WILL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. STONE CHECK DIMS WILL BE INSTALLED IN SWALED AREAS AS SHOWN DURING CONSTRUCTION TO CONTROL EROSION ALL EROSION CONTROL MEASURES WILL BE MAINTAINED THROUGHOUT THE PROJECT. AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS SHALL BE LOAMED (4" MINIMUM) AND SEEDEDG WITH RASS FOR PERMANENT STABILIZATION. EROSION CONTROL MEASURES WILL BE REMOVED ONLY AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. CowslTRUCTIOWSEQUEWCE 1. SECURE ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS. 2. CLEAR VEGETATION IN THE PROPOSED DEVELOPMENT AREA CHIP TREES AND VEGETATION AS NECESSARY TO REUSE AS WOOD CHIP BERMS FOR EROSION CONTROL ON SITE DISPOSE OF ALL EXCESS VEGETATION OFFSITE OR STORE ON SITE OUTSIDE OF DEVELOPMENT AREA. INSTALL WOOD CHIP BERMS, SEDIMENT FENCE OR OTHER APPROVED EROSION CONTROL MEASURE DOWNGRADIENT OF ALL PROPOSED EXCAVATION AND RLL AREAS. MAINTAIN ANTI -TRACKING PAL) AT THE ACCESS DRIVE/CONSTRUCTION EXIT ONTO BUTLERTOWN ROAD. J. GRUB ALL VEGETATION AND STRIP ALL ORGANIC FROM THE PROPOSED DEVELOPMENT AREA AND STOCKPILE IT FOR FUTURE REUSE AT LOCATIONS SHOWN. TEMPORARILY SEED THIS STOCKPILE WITH RYEGRASS AND INSTALL SEDIMENT FENCE OR A WOOD CHIP BERM AROUND THE DOWNGRADIENT SIDE OF STOCKPILE, IF NECESSARY (APPROX. 3 WEEKS), 4- EXCAVATE/RLL SITE AS REQUIRED TO ROUGH SUBGRADE ELEVATION. INSTALL BUILDING FOUNDATION AND BEGIN BUILDING CONSTRUCTION. INSTALL SEPTIC SYSTEM, WELL, UTILITIES, FUEL TANK AND PAD, OUTDOOR WOOD FURNACE, AND ASSOCIATED IMPROVEMENTS. INSTALL BITUMINOUS CONCRETE IN PROPOSED PAVEMENT AREAS AND PROCESSED GRAVEL/CRUSHED STONE SURFACE 1N OTHER "YARD" AREAS INSTALL CONCRETE BLOCKS FOR MATERIAL STORAGE BINS (APPROX. 6 MONTHS). 5. LOAM ALL DISTURBED AREAS WITH 4" OF TOPSOIL, SEED AND MULCH- INSTALL LANDSCAPING (APPROX. IWEEK)• & AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES ER0Sl0WC0jVtl`RoL XOtTE'S 1. ALL UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TOANY EXCAVATION. 2. THE RESPONSIBILITY OF THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES 1S NICHOLAS SCHMITZ AT 860-739-0008 OR THE EXCAVATION CONTRACTOR WHICH IS UNDETERMINED AT THIS TIME. 3. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WIN THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION, DEP BULLETIN 34, SWILL BE USED FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR THE TOWN OF MONTVILLE STAFF. 4. SEEDING FOR PERMANENT STABILIZATION SWILL BE DONE BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE DONE WITHIN THESE TIMES, APPLY TEMPORARY MULCH UNTIL NEXT SEEDING TIME. SEED MIXTURE SHALL BE AS FOLLOWS: ALL 2:1 SLOPE AREAS CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF PERENNIAL RYEGRASS 10 LBS/ACRE OR 0.25 LBS/1,000 SF ALL 07HER GRASSED AREAS CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF REDS 2 LBS/ACRE OR 0.05 LBS/1,000 SF CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF 5. MULCH SWILL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 2 BALES/100 SF. 6. ALL EROSION CONTROL MEASURES SWILL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS AND REPAIRED OR REPLACED AS NECESSARY TO INSURE COMPLIANCE WORN THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN. 7. DUST CONTROL MEASURES WILL BE IMPLEMENTED DURING DRY CONDITIONS AND INCLUDE WATERING WITH A TANK TRUCK ON AN AS -NEEDED BASIS IN ORDER TO INSURE THAT NO AMBIENT DUST CONDITIONS ARE GENERATED FROM THE PROJECT. 8. ALL DISTURBED AREAS OUTSIDE OF BUILDINGS, PAVEMENT, GRAVEL OR CRUSHED STONE SHALL BE STABILIZED WITH 4" (MINIMUM) OF TOPSOIL, SEEDED WITH GRASS AND MULCHED. 9. THE APPLICANT RESERVES THE RIGHT TO ADD ADDITIONAL LANDSCAPING TO THE PROJECT FOR AESTHETIC PURPOSES ER0Sl0JVC0jVl1`RoL OPERA71 O WIWCE P:R,O CED U RES THE APPLICANT SWILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT THE PROJECT. NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION AND EROSION CONTROL METHODS HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES EVERY PRECAUTIOt,SHALL St USED DURING CONSMUJCTInN TO PREVENT AND MIA'.MIZE THE DE^WATION OF THE EXISTING WATEP. QUALITY FROM STOhMWATER RUNOFF DURING CONSTRUCTION. ALL AC77MES SHALL BE IN CONFORII*IANCE TC AND CONSISTENT WITH ALL APPLICABLE WATER QUALITY STANDARDS AND uWGEMENT PRACTICES AS SET FORTH By LOCAL, STATE AND FEDERAL AGENCIES. THE CANT SHALL INT AN NSffE AGENT ILOEO SHALL BE DY RESPONSIBLE FOR PPLEMEN77NG THIS EROSION AND SEDMENT CONTROPLAN AND ENFORCING THPR BED SAFEGU SDURING THE EXCAVAON AN OPERATION PERIOD. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE PROJECT, INFORMING ALL PARTIES ENGAGED ON SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCY AND OFFICALS OF ANY TRANSFER OF THIS RESPONSIBILITY. THE APPUC,ANT SHALL BE RESPONSIBLE FOR REGISTERING FOR ANY APPLICABLE GENERAL PERMIT FOR THE OPERATION ACTIVITIES WITH THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SWILL BE REPAIRED, CLEANED ANO/OR REPLACED AS NECESSARY THROUGHOUT THE PROJECT IN ORDER TO MAINTAIN COMPLETE AND INTEGR4L EROSION AND SEDIMENT CONTROL PROTECTION. ONCE IN PLACE, ALL EROSION AND SWIMET•T CONTROL MEASURES ARE TO REMAIN IN PLACE IN PROPER CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL RNAL. SITE RESTORATION HAS BEEN COMPLETED FOLLOWING SUCH PERMANENT STABILIZATION, THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISMANTLED, REMOVED, AND DISPOSED OF IN AN APPROVED MANNER ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE SHOWN ON THE PLANS OR PRESCRIBED HEREIN SHALL BE PUT IN PLACE, WHENEVER NECESSARY, TO ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY THE TOWN OF MONTVILLE R THE ENGINEER. QUALIFIED PERSONNEL PROVIDED BY THE APPLICANT SWILL INSPECT DISTURBED AREAS AND THE LOCATIONS WHERE VEHICLES ENTER AND LEAVE THE SITE THESE AREAS SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN TWENTY-FOUR HOURS AT THE END OF A STORM THAT 1S 0.5 INCH OR GREATER. ADDITIONAL MEASURES BEYOND THOSE INDICATED AND/OR SHOWN ON THIS PLAN SET OR PRESCRIBED HEREIN SHALL BE PUT IN PLACE, WHENEVER NECESSARY, TO ADDRESS FIELD CONDITIONS AN%R AS ORDERED BY THE TOWN OF MONTVILLE OR ENGINEER WHERE SITES HAVE BEEN TEMPORARILY OR RNALLY STABIUZEO, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTNE MONTHS NO SOIL. FILL OR OTHER MATERALS SHALL BE DEPOSITED IN SURROUNDING INLAND WMANDS OR WATERCOURSES ALL TEMPORARY STiOR40E AND/OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT EROSION AND SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. DUMPING OF OIL R OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN THE APPLICANT SHALL PROVIDE A MEANS OF CATCHING, RETAINING AND PROPERLY DISPOSING OF DRAINED OIL, REMOVED OIL FILTERS, OR OTHER DELETERIOUS MATERIAL FROM EQUIPMENT USED ON SITE VEHICLE MAINTENANCE SHALL BE COMPLETED OFF SITE. ALL OIL SPILLS SHALL BE IMMEDATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION/HAZARDOUS MATERALS OFFICE. FAILURE TO DO SO MAY RESULT IN THE IMPOSITION OF FINES UNDER THE APPLICABLE CONNECTICUT GENER4L STATUTES AFTER EXCAVATION OPERATIONS ARE COMPLETED AND SITE IS DEVELOPED AND RESTORED PER PLAN, THE APPLICANT SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF STORMYATER MANAGEMENT SYSTEM AND ASSOCIATED EROSION CONTROL MEASURES 1NSPEC77NG AND MAINTAINING SHALL INCLUDE, AT A MINIMUM,THE FOLLOWING: - INSPECT PAVED AREAS FOR POTENTIAL TRACKING OF SEDIMENT ON A WEEKLY BASIS THROUGHOUTTHE DURATION OF THE PROJECT. SWEEP, REMOVE AND DISPOSE IN AN APPROVED MANNER. - INSPECT WOOD CHIP BERMS, SWALE AREAS AND CHECK DAMS ON A WEEKLY BASIS AND AT LEAST AFTER STORM EVENTS GREATER THAN 0.5" R GREATER. IF AND/OR WHEN THE WOOD CHIP BERMS/CHECK DAMS HAVE ACCUMULATED SEDIMENT TO A DEPTH THAT COMPROMISE THEIR FUNCTION, THE APPLICANT SHALL REMOVE THIS SEDIMENT R REPLACE THE W000 CHIP BERMS/CHECK DAMS AS NECESSARY TO MAINTAIN PROPER DEPTH FOR THEM TO FUNCTION PROPERLY AND EFFECTIVELY AND DISPOSE OF THE MATERMLS AT AN APPROVED LOCATION OUTSIDE OF REGULATED INLAND WETLANDS. - INSPECT ALL MATERIAL STOCKPILES REPAIR R REPLACE ANY EROSION CONTROL MEASURES DOWNGRADIENT OF THESE AREAS IN ORDER TO PREVENT SEDIMENTATION DOWNGRAD/ENT. - INSPECT DIVERSION SWALES TO INSURE PROPER CONVEYANCE CAPABIU77ES MINIMIZING SEDIMENTATION. CORRECT ANY ISSUES THAT COMPROMISE THEIR PROPER OPERATION. INSTALL ADDITIONAL STONE CHECK DIADS OR OTHER MEASURES AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION THROUGHTHE SITE. - INSPECT GRASS RESTORED AREAS REVEGETATE ANY ERODED OR DISTURBED AREAS TO PROVIDE PERMANENT STiABIUZATION- RESEED MID/R REVEGETATE ANY AREAS THAT DO NOT HAVE A SUITABLE STAND OF GRASS OR ANY SCOURED AREAS TO PRONDE PERMANENT STABILIZATION. wo S & DEgAICS qE PREPARED FOR C(.�Ojje'VTL L ScAPlJvG, .,SLC 276 BUTLERTOWN ROAD MONTVILLE., CONNECTICUT i SCALE: NONE SEPTEMBER 2013 JOB I.D. N0. 13-2190 SHEEP 2 OF 2 REV. 'A" PER REVIEW COMMENTS 9/30/13 REV. "B" PER P&Z APPROV,4L 10/23/13