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Home My WebLink AboutImprovement Location & TopoN/F Guasti, LLC. Volume 568 Page 90 1 Story Commercial Building 5 Cd W m O Z� Z a. ti w F�- cc O LEGEND & ABBREVIATIONS `o Ln -- --� -278- co Rebar Rec o (Disturbed) N -000 9 280/ CTh UTILITY POLE TREELINE SNET SOUTHERN NEW ENGLAND TELEPHONE ® WELL V V)U •`—' W GUY WIRE --260-- EXISTING CONTOUR O MORE OR LESS 260.7 X EXISTING SPOT GRADE O to W/ WITH 260 PROPOSED CONTOUR dj U L. hn 6— 4-J L_ CU 0 UG UNDERGROUND 258.4 X PROPOSED SPOT GRADE CL O N/F NOW OR FORMERLY MIN MINIMUM OSF SQUARE FEET — E- BUILDING SETBACK LINE o M0 c o CL. 000c�o STONE WALL INV INVERT o U REBAR, IRON PIPE OR IRON PIN FF FINISHED FLOOR 0 to C C: 4-J • ANGLE POINT TYP TYPICAL mMONUMENT o U S SLOPE .. C() O —� CONC CONCRETE SAN SANITARY tan .�,• o C MON MONUMENT ELEV ELEVATION LU RBR' REBAR ® PARKING SPACES a CL REC RECOVERED m CATCH BASIN > (10 BCLC BITUMINOUS CONCRETE LIP CURB 0 F�- W 0 LL' 4 O 2017 BOUNDARIES LLC � THIS DRAWING IS THE PROPERTY OF BOUNDARIES 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 OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. a, ivy r Doreen K. Care Trust Volume 370 Page 932 22 20' Wide Drainage Easement �- Per Reference Maps 11 & ,3 _244 _ `- — — -� (See Survey Note 9) 3 Rebar %J -' Rebar Rec S45'45'43"E 125.74 Rec O -- 26..0 _ __ --244— Drive 244 248 '246— Fj 0�--- Stone Wall �4$' 0 Remains - 250 0- -- o �?So 6- \ • Gree 52 Z Existing Tree ee — J 252 Line (Typ)0 0 254 —. -- ---- -- / 30` .--- 256 -- — 256 - --- Property Line Depicted Hereon — r" Per Reference Maps I1 & 13 ArV y 4m Tree Edge of Gross r Z—258Reserve SSDS Area i _� i v `\ \i' � \ Existing Primary SSDS Trench 26o__.�I i\ 260 Al— e TreerA ' Subject Property % � Area: 41,135# S.F.60 N , o 0.94± Ares y \ 3 9 `` 262._--- 1; � Existing Septic Tank N\ ` A 30' ., RD RD _ P-.'�-L- — — j� _ - 264-- \ / N\ . �— Modular Concrete ff// �s�, Block Retaining Wall I 1 Story \ v Metal Building 0 Pro Tank one FF:266.71 -266- -- I/ Entry Door Gravel 6 N'f Overhead Door Parking Electric Existing Light Area / Meter 11 — 2��'J a o v Stone Lined -- Landscape Area f Concrete Bituminous I Sidewalk Drive i BCLC 10' Wide CL&P Easement (See Survey Note 18) Stone Lined Landscape Area Conc Mon — — — — — Rec FRNT 4043 W\ UG N R=30.00' L=21.68' TAN= 11.34' A =4102435" CHD=21.21' CH BRG=N66' 16'1 7*W CB Type "C" TF=266.81 "APPROVED BY 'ri"HE T WN OF MONTVILLE PLANNING & ZONING COMMISSION' CHAIRMAN OR SECRETARY OF COMMISSION DATE Bituminous — - 75' Drive / 268 Edge of r� / Pavement 2 10 / M ,I / R=50.00' L=114.68' TAN= 110.76' A =131'24'35' CH0=91.14' SCLC CH BRG=N21'16'17"W N N V O Enterprise Lane / / Gravel / Parking Area / _1 �-- Rebar Rec o (Disturbed) —{IV (rSNET N4503359 "W 73.34' ' 4 044 / GRAPHIC SCALE N/F Osterman Propane, Inc. Volume 564 Page 523 40 20 10 0 20 ! —IMa �i ( IN FEET ) 1 inch _ 20 it. 270 N/F City of New London __--272- — 2%4 �_ —276--, vavia Pond SURVEIt! NOTES C ti Lake I � Konomoc Cq�F,�AR,s: 85 �RtiA��F SITE LOCATION Of - `CO LOCATION MAP SCALE: 1"=1,000' 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300B-1 THROUGH 2O -300B-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 THE HORIZONTAL ACCURACY CLASS "A-2" AND TOPOGRAPHIC CLASS "T-2" ACCURACY STANDARD;,. IT IS INTENDED TO BE USED FOR MUNICIPAL PERMITTING OF PROPOSED SITE IMPROVEMf, NTS. 2. NORTH ORIENTATION AND BEARINGS DEPICTED HEREON IS APPROXIMATE CT NAD 83 BASED UPON GPS OBSERVATIONS SEPTEMBER 15, 2017. 3. VERTICAL DATUM DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) BASED GLOBAL POSITIONING SYSTEM OBSERVA77ONS USING GEOIDE12A ON SEPTEMBER 15, 2017. 4. LAND RECORD AND RELATED RESEARCH WAS COMPLETED ON SEPTEMBER 7, 2017. FIELD SURVEY WAS COMPLETED ON SEPTEMBER 15, 2017. 5. THE SUBJECT PROPERTY IS IDENTIFIED ON MONTWLLE ASSESSOR'S MAP 002, LOT 5D. 6. THE SUBJECT PROPERTY IS ZONED Ll (LIGHT INDUSTRIAL). 7. RECORD TLE TO 771E SUBJECT PROPERTY MAY BE REFERENCED TO A WARRANTY DEED FROM EVERT L. GAWENDO TO PATTERSON BROS. PROPERTIES, LLC, DATED AUGUST 1, 2014 AND RECORDED IN THE TOWN OF MONTVILLE LAND RECORDS VOLUME 597, PAGE 520. 8. THE SUBJECT PARCEL IS SUBJECT TO AN ELECTRICAL DISTRIBUTION EASEMENT IN FAVOR OF THE C0;'"►F*C77CUT LIGHT AND POWER COMPANY DATED JULY 1, 1990 AND RECORDED IN VOLUME 2 �% PAGE 49 OF THE TOWN OF MONTVILLE LAND RECORDS. SAID EASEMENT IS FURTHER Lir PICT ED ON REFERENCE MAP 4. 9. REFERENCE MAPS 11 AND 13 DEPICT A 20' WIDE DRAINAGE EASEMENT ALONG THE NORTHERLY LINE OF THE SUBJECT PARCEL. NO EVIDENCE FOR THE CONVEYANCE OR RESERVATION OF SAID EASEMENT WAS FOUND OF RECORD. LAKEWOOD DRIVE AND ENTERPRISE LANE WERE CONVEYED TO THE TOWN OF MONTWLLE BY WARRANTY DEED DATED JANUARY 21, 1991 RECORDED IN VOLUME 229, PAGE 693 OF THE TOWN OF MONTWLLE LAND RECORDS. THE 20' iwiDE DRAINAGE EASEMENT IS NOT INCLUDED IN THE AFOREMENTIONED DEED. 10. THERE ARE NO INLAND WETLANDS OR WATERCOURSES LOCATED UPON THE SUBJECT PROPERTY BASED UPON SITE INSPECTION PERFORMED BY DEMIAN A. SORRENTINO, C.S.S. ON OCTOBER 20, 2017. 11. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA AS DEPICTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), NATIONAL FLOOD INSURANCE PROGRAM (NFIP), FLOOD INSURANCE RATS' MAP (FlRM), NEW LONDON COUNTY, ALL JURISDICTIONS, PANEL 337 OF 554, MAP NUMBER 09011 CO337G, EFFECTIVE DATE JULY 18, 2011. 12. THE EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSDS) AS DEPICTED ON THIS PLAN IS BASED ON THE INSTALLER'S AS -BUILT OBTAINED FROM THE UNCAS HEALTH DISTRICT RECORDS. REFERENCE MAPS 1. SITE DEVE9.OPMENT PLAN PREPARED FOR ADVANCED SURFACES, INC. C/0 DAVID GARFIELD, 14 ENTERPR/-T LANE MON7VILLE, CONNECTICUT, SCALE: 1`_-20'. DATED: MARCH 17, 2003, PROJECT 40. 2003061 GARFIELD, SHEET 1 OF 2, PREPARED BY CHANDLER, PALMER & KING. 2. PROPOSE) MODIFIED SITE PLAN PREPARED FOR PATTERSON BROS. PROPERTIES LLC, MAP 12 LOT #5D, 14 ENTERPRISE LANE OAKDALE, CONNECTICUT, SCALE. 1`_-20', DATED: JANUARY 23, 2017, REVISED: APRIL 12, 2017, JOB NO. 1220, SHEET 1 OF 1, PREPARED BY GARY J. WINALSKI. 3. FINAL SU3DIVISION PLAN, PREPARED FOR VILLAGE DEVELOPMENT, ROUTE 85, MONTVILLE, CONNECTICUT SCALE: 1"-40' DATED: JULY 1988, SHEET. 2 OF 22, PREPARED BY. JOHN .KOPKO JR. & ASSOCIATES, INC. 4. CONNECTICUT LIGHT & POWER CO. EASEMENT WATERWEW BUSINESS PARK ENTERPRISE LANE, LAKEWOOD DRIVE & ROUTE J85 MONTVILLE, CONNECTICUT, DATE. 10-89, SCALE. 1"_ 40', JOB I.D. P,fO. 87-099, PREPARED BY. JOHN KOPKO JR. & ASSOCIATES, INC. 5. WATERVIEW BUSINESS PARK ROAD PLAN & PROFILE PREPARED FOR VILLAGE DEVELOPMENT ROUTE 85 MONTOLLE, CONNECTICUT, DATE AUG. 1988, SCALE. AS NOTED, SHEET 8 OF 22, PREPARE) BY JOHN KO'PKO JR. & ASSOCIATES, INC. TOWN OF MONTVILLE MAP NO. 1082. -N psi 2 1 ' ' "TO M"' KNOWLECCE. AND BELIEF THIS MAP IS SUBSTANTIALLY COR:RF.(.'T• . AS; 1,40, ED HEWN. " y 70016 8,- JOHN U. F,�,VUS, JR. L.S. LICENSE NO. DATE -- --� -278- co Rebar Rec o (Disturbed) -000 9 280/ vavia Pond SURVEIt! NOTES C ti Lake I � Konomoc Cq�F,�AR,s: 85 �RtiA��F SITE LOCATION Of - `CO LOCATION MAP SCALE: 1"=1,000' 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300B-1 THROUGH 2O -300B-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 THE HORIZONTAL ACCURACY CLASS "A-2" AND TOPOGRAPHIC CLASS "T-2" ACCURACY STANDARD;,. IT IS INTENDED TO BE USED FOR MUNICIPAL PERMITTING OF PROPOSED SITE IMPROVEMf, NTS. 2. NORTH ORIENTATION AND BEARINGS DEPICTED HEREON IS APPROXIMATE CT NAD 83 BASED UPON GPS OBSERVATIONS SEPTEMBER 15, 2017. 3. VERTICAL DATUM DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) BASED GLOBAL POSITIONING SYSTEM OBSERVA77ONS USING GEOIDE12A ON SEPTEMBER 15, 2017. 4. LAND RECORD AND RELATED RESEARCH WAS COMPLETED ON SEPTEMBER 7, 2017. FIELD SURVEY WAS COMPLETED ON SEPTEMBER 15, 2017. 5. THE SUBJECT PROPERTY IS IDENTIFIED ON MONTWLLE ASSESSOR'S MAP 002, LOT 5D. 6. THE SUBJECT PROPERTY IS ZONED Ll (LIGHT INDUSTRIAL). 7. RECORD TLE TO 771E SUBJECT PROPERTY MAY BE REFERENCED TO A WARRANTY DEED FROM EVERT L. GAWENDO TO PATTERSON BROS. PROPERTIES, LLC, DATED AUGUST 1, 2014 AND RECORDED IN THE TOWN OF MONTVILLE LAND RECORDS VOLUME 597, PAGE 520. 8. THE SUBJECT PARCEL IS SUBJECT TO AN ELECTRICAL DISTRIBUTION EASEMENT IN FAVOR OF THE C0;'"►F*C77CUT LIGHT AND POWER COMPANY DATED JULY 1, 1990 AND RECORDED IN VOLUME 2 �% PAGE 49 OF THE TOWN OF MONTVILLE LAND RECORDS. SAID EASEMENT IS FURTHER Lir PICT ED ON REFERENCE MAP 4. 9. REFERENCE MAPS 11 AND 13 DEPICT A 20' WIDE DRAINAGE EASEMENT ALONG THE NORTHERLY LINE OF THE SUBJECT PARCEL. NO EVIDENCE FOR THE CONVEYANCE OR RESERVATION OF SAID EASEMENT WAS FOUND OF RECORD. LAKEWOOD DRIVE AND ENTERPRISE LANE WERE CONVEYED TO THE TOWN OF MONTWLLE BY WARRANTY DEED DATED JANUARY 21, 1991 RECORDED IN VOLUME 229, PAGE 693 OF THE TOWN OF MONTWLLE LAND RECORDS. THE 20' iwiDE DRAINAGE EASEMENT IS NOT INCLUDED IN THE AFOREMENTIONED DEED. 10. THERE ARE NO INLAND WETLANDS OR WATERCOURSES LOCATED UPON THE SUBJECT PROPERTY BASED UPON SITE INSPECTION PERFORMED BY DEMIAN A. SORRENTINO, C.S.S. ON OCTOBER 20, 2017. 11. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA AS DEPICTED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), NATIONAL FLOOD INSURANCE PROGRAM (NFIP), FLOOD INSURANCE RATS' MAP (FlRM), NEW LONDON COUNTY, ALL JURISDICTIONS, PANEL 337 OF 554, MAP NUMBER 09011 CO337G, EFFECTIVE DATE JULY 18, 2011. 12. THE EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSDS) AS DEPICTED ON THIS PLAN IS BASED ON THE INSTALLER'S AS -BUILT OBTAINED FROM THE UNCAS HEALTH DISTRICT RECORDS. REFERENCE MAPS 1. SITE DEVE9.OPMENT PLAN PREPARED FOR ADVANCED SURFACES, INC. C/0 DAVID GARFIELD, 14 ENTERPR/-T LANE MON7VILLE, CONNECTICUT, SCALE: 1`_-20'. DATED: MARCH 17, 2003, PROJECT 40. 2003061 GARFIELD, SHEET 1 OF 2, PREPARED BY CHANDLER, PALMER & KING. 2. PROPOSE) MODIFIED SITE PLAN PREPARED FOR PATTERSON BROS. PROPERTIES LLC, MAP 12 LOT #5D, 14 ENTERPRISE LANE OAKDALE, CONNECTICUT, SCALE. 1`_-20', DATED: JANUARY 23, 2017, REVISED: APRIL 12, 2017, JOB NO. 1220, SHEET 1 OF 1, PREPARED BY GARY J. WINALSKI. 3. FINAL SU3DIVISION PLAN, PREPARED FOR VILLAGE DEVELOPMENT, ROUTE 85, MONTVILLE, CONNECTICUT SCALE: 1"-40' DATED: JULY 1988, SHEET. 2 OF 22, PREPARED BY. JOHN .KOPKO JR. & ASSOCIATES, INC. 4. CONNECTICUT LIGHT & POWER CO. EASEMENT WATERWEW BUSINESS PARK ENTERPRISE LANE, LAKEWOOD DRIVE & ROUTE J85 MONTVILLE, CONNECTICUT, DATE. 10-89, SCALE. 1"_ 40', JOB I.D. P,fO. 87-099, PREPARED BY. JOHN KOPKO JR. & ASSOCIATES, INC. 5. WATERVIEW BUSINESS PARK ROAD PLAN & PROFILE PREPARED FOR VILLAGE DEVELOPMENT ROUTE 85 MONTOLLE, CONNECTICUT, DATE AUG. 1988, SCALE. AS NOTED, SHEET 8 OF 22, PREPARE) BY JOHN KO'PKO JR. & ASSOCIATES, INC. TOWN OF MONTVILLE MAP NO. 1082. -N psi 2 1 ' ' "TO M"' KNOWLECCE. AND BELIEF THIS MAP IS SUBSTANTIALLY COR:RF.(.'T• . AS; 1,40, ED HEWN. " y 70016 8,- JOHN U. F,�,VUS, JR. L.S. LICENSE NO. DATE SCALE: 1" = 20' DATE: October 2017 JOB I.D. NO. 17.2566 Revisions Rev. "A" - Per Staff Review Comments - 11/10/17 Rev. B - Per Engineer' s 2nd Comments -11/28/17 SHEET NO. 1 [c3 V)U •`—' U —� V J CL to p CU dj U L. hn 6— 4-J L_ CU 0 CL O C o�o� F_ •— o M0 c o co o U a� CU -j 0 to C C: 4-J 4-J cu .- o- o U .. C() —� X UJ CU tan .�,• o C E CL 4-J > (10 C: o a w L. lqt c-'1 CL E SCALE: 1" = 20' DATE: October 2017 JOB I.D. NO. 17.2566 Revisions Rev. "A" - Per Staff Review Comments - 11/10/17 Rev. B - Per Engineer' s 2nd Comments -11/28/17 SHEET NO. 1 [c3 ZONING TABLE: LIGHT INDUSTRIAL DISTRICT ITEM IOYR5/6 REQUIRED PROVIDED MINIMUM LOT AREA DARK YELLOWISH BROWN GRAVELLY SANDY LOAM 80,000 SF 41,135 SF MINIMUM LOT FRONTAGE 50"- 53" 200 FT 136.36 FT MINIMUM FRONT YARD TP#WQ2 50 FT 55.5 FT MINIMUM SIDE YARD Z5YR3/3 30 FT 34.3 FT MINIMUM REAR YARD STRONG BROWN SANDY LOAM 30 FT 1.53.9 FT MAXIMUM BUILDING HEIGHT NO REDOX, 50 FT <50 FT WATER SUPPLY REC WELL DRIVES - REMOVE COMPACTED GRAVEL, PLACE LOAM SEED SANITARY W/CONCRETE SEPTIC TEST PIT RESULTS EXPLORATORY DEEP TEST PITS WERE PERFORMED ON 10/20/17 AND WITNESSED BY DEMIAN A. SORRENTINO, C.S.S. OF BOUNDARIES LLC. TP#WQ 1 0"- 8" 1OYR4/3 DARK BROWN TOPSOIL 8"- 22" IOYR5/6 YELLOWISH BROWN SANDY LOAM 22"- 36" 10YR4/6 DARK YELLOWISH BROWN GRAVELLY SANDY LOAM 36"- 50" 1OYR4/6 DARK YELLOWISH BROWN SANDY LOAM 50"- 53" 2.5Y6/3 LIGHT YELLOWISH BROWN FINE SILTY SAND W/ GRAVEL REDOX 0 32"s NO GROUNDWATER, NO LEDGE, ROOTS TO 39" TP#WQ2 --. ko L^ 0"- 8" Z5YR3/3 DARK BROWN TOPSOIL 8"- 30" 7.5YR5/6 STRONG BROWN SANDY LOAM 30"- 48" 2.5Y6/3 LIGHT YELLOWISH BROWN FINE SILTY SAND W/ GRAVEL NO REDOX, RESTRICTIVE 0 30-t NO GROUNDWATER, NO LEDGE, ROOTS TO 30" 4" SOLID WHITE LINE STRIPING (TYP) PROVIDE PAINTED UNIVERSA HANDICAP SYMBO (4' HEIGHT - CENTEREE ACCESSIBLE PARKING SIGN y 4" WIDE SOLID WHITE 45' STRIPES 1-0 VAN ACCESSIBLE PARKING SPACE NOT TO SCALE THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED REsO PARKING (� R7-8 12 x8" 12 x9" NAME (BOTANICAL/COMMON) TANK WITH H-20 RATED TANK (OBTAIN PERMIT FROM UNCAS HEALTH DISTRICT PRIOR TO REPLACING TANK) AccEssieu V Doreen K. Care Trust / A Volume 370 Page 932 ~ 242 20' Wide Drainage Easement r _244 _ Per Reference Maps 11 & 13 Rebar (See Survey Note 19) J Rec f -- -- `246 O INSTALL STAKED HAY BALE r BARRIER 10' FROM NMI DOWNGRADIENT PROPERTY UNE r - 248- 2' WIDE X 150' LONG X 12" DEEP PEA GRAVEL FILTER DIAPHRAGM (SEE DETAIL) PROVIDE 4" (MIN) LOAM ON ALL DISTURBED250 AREAS, APPLY NO -MOW SEED MIX AND MULCH FOR PERMANENT STABILIZATION PROVIDE EROSION CONTROL BLANKET ON ALL 3H.1V` SLOPES (TENSAR ROLLMAX ERONET SC 150 OR APPROVED EQUAL) 252 OMIT OF CLEARING (TYP) 15' X I Z5' MATERIAL STORAGE BINS (TYP OF 3) BLOCKS BY INTER -BLOCK RETAINING SYSTEMS, INC. OR APPROVED EQUAL PROPOSED GRAVEL PARKING AREA FOR EQUIPMENT STORAGE (SEE TRAFFIC BOUND GRAVEL SURFACE DETAIL) REMOVE OVERBURDEN FROM PRIMARY LEACHING TRENCH DOWN TO FILTER FABRIC. PLACE AND COMPACT 12" (MIN) OF PROCESSED GRAVEL OVER PRIMARY TRENCH WITHIN TRAVEL AREA INSTALL (2) CONCRETE BOLLARDS TO PROTECT EXISTING NON H-20 RATED SEPTIC TANK FROM VEHICULAR TRAFFIC OR REPLACE EXISTING SEPTIC 25 22.5 2,58_ KEY BY STATE OR LOCAL LAW NAME (BOTANICAL/COMMON) TANK WITH H-20 RATED TANK (OBTAIN PERMIT FROM UNCAS HEALTH DISTRICT PRIOR TO REPLACING TANK) COMMENTS \ "U" -CHANNEL Thuja occidentalis \, C.G. z °p, MON POST (2-lbs./ft.) / 1,627± SF --. ko L^ LU4- REBAR PIPE BOLLARD PAINTED City of New London N _- _ ��rk o Z Overhead Door Existing Light TRAFFIC YELLOW, FILLED I Conc • 1� o REC Un DRIVES - REMOVE COMPACTED GRAVEL, PLACE LOAM SEED CATCH BASIN W/CONCRETE �� , m Rec SLOPE TOP 0 I W/ GRASS AND MULCH BITUMINOUS CONCRETE LIP CURB O U OF CONCRETE / 276-- N Z Z GROUND/PAVING 4� Co g SURFACE "APPROVED v 0 a W F_ BY THE TOWN OF MONTVILLE PLANNING is ®( a co F' �^ & ZONING COMMISSION" 3500 P. S.I. P. C. CONCRETE L �`" .' 3" N LIP)• • , Lam) (10 U ce 0 +, > C* ,_, 0 CL O L. ACCESSIBLE PARKING SIGN w 0 CL a NOT TO SCALE E c,o CUCU 4-' V) LEGEND & ABBREVIATIONS V Doreen K. Care Trust / A Volume 370 Page 932 ~ 242 20' Wide Drainage Easement r _244 _ Per Reference Maps 11 & 13 Rebar (See Survey Note 19) J Rec f -- -- `246 O INSTALL STAKED HAY BALE r BARRIER 10' FROM NMI DOWNGRADIENT PROPERTY UNE r - 248- 2' WIDE X 150' LONG X 12" DEEP PEA GRAVEL FILTER DIAPHRAGM (SEE DETAIL) PROVIDE 4" (MIN) LOAM ON ALL DISTURBED250 AREAS, APPLY NO -MOW SEED MIX AND MULCH FOR PERMANENT STABILIZATION PROVIDE EROSION CONTROL BLANKET ON ALL 3H.1V` SLOPES (TENSAR ROLLMAX ERONET SC 150 OR APPROVED EQUAL) 252 OMIT OF CLEARING (TYP) 15' X I Z5' MATERIAL STORAGE BINS (TYP OF 3) BLOCKS BY INTER -BLOCK RETAINING SYSTEMS, INC. OR APPROVED EQUAL PROPOSED GRAVEL PARKING AREA FOR EQUIPMENT STORAGE (SEE TRAFFIC BOUND GRAVEL SURFACE DETAIL) REMOVE OVERBURDEN FROM PRIMARY LEACHING TRENCH DOWN TO FILTER FABRIC. PLACE AND COMPACT 12" (MIN) OF PROCESSED GRAVEL OVER PRIMARY TRENCH WITHIN TRAVEL AREA INSTALL (2) CONCRETE BOLLARDS TO PROTECT EXISTING NON H-20 RATED SEPTIC TANK FROM VEHICULAR TRAFFIC OR REPLACE EXISTING SEPTIC 25 22.5 2,58_ N/F Guasti, LLC. Volume 568 Page 90 1 Story Commercial Building INSTALL 5' x 5' CONCRETE PAD AT EXISTING DOOR ELEV = 266.60 PROPOSED PAINT STRIPING (TYP) INSTALL 136' OF 6' HIGH VINYL STOCKADE FENCE EXISTING BITUMINOUS CONCRETE PARKING LOT ADD 5' OF BITUMINOUS CONCRETE PAVEMENT TO EXISTING PARKING LEVE ZONING .7 - --- -- --- -- - - _ _ _ 247.7 - 247. 2 - 0 TP#WQ 1 p TP#WQ2 ---242-- Rebar .`--242----.- Rebar Rec i 244 - PROVIDE 120' OF CONTINUOUS SEDIMENT FENCE IMMEDIATELY UPGRADIENT OF FILTER 4 �67DIAPHRAGM UNTIL ALL CONTRIBUTING 46 ` AREAS ARE FULLY STABILIZED X2¢8, LANDSCAPING SCHEDULE EVERGREEN SHRUBS SYM KEY 260 NAME (BOTANICAL/COMMON) TANK WITH H-20 RATED TANK (OBTAIN PERMIT FROM UNCAS HEALTH DISTRICT PRIOR TO REPLACING TANK) COMMENTS \ 6 Thuja occidentalis \, N/F Guasti, LLC. Volume 568 Page 90 1 Story Commercial Building INSTALL 5' x 5' CONCRETE PAD AT EXISTING DOOR ELEV = 266.60 PROPOSED PAINT STRIPING (TYP) INSTALL 136' OF 6' HIGH VINYL STOCKADE FENCE EXISTING BITUMINOUS CONCRETE PARKING LOT ADD 5' OF BITUMINOUS CONCRETE PAVEMENT TO EXISTING PARKING LEVE ZONING .7 - --- -- --- -- - - _ _ _ 247.7 - 247. 2 - 0 TP#WQ 1 p TP#WQ2 ---242-- Rebar .`--242----.- Rebar Rec i 244 - PROVIDE 120' OF CONTINUOUS SEDIMENT FENCE IMMEDIATELY UPGRADIENT OF FILTER 4 �67DIAPHRAGM UNTIL ALL CONTRIBUTING 46 ` AREAS ARE FULLY STABILIZED X2¢8, LANDSCAPING SCHEDULE EVERGREEN SHRUBS SYM KEY QTY. NAME (BOTANICAL/COMMON) SIZE COMMENTS AR 6 Thuja occidentalis 2 gal. C.G. 24.. MON Emerald Green Arborvitae / 1,627± SF I N/F LANDSCAPE PLANTING MATERIALS AS PROPOSED BY THIS PLAN ARE CONNECTICUT NATIVE AND/OR NON-INVASIVE SPECIES. THIS LANDSCAPE PLAN HAS BEEN DESIGNED TO INCORPORATE SPECIES WHICH ARE PROLIFIC IN USDA PLANT HARDINESS ZONE 6B AND WHICH REQUIRE MINIMAL ENERGY INPUT FOR UPKEEP AND MAINTENANCE. REFERENCES UTILIZED FOR CONNECTICUT NATIVE AND NON-INVASIVE SPECIES SELECTION INCLUDE THE CONNECTICUT BOTANICAL SOCIETY, THE CONNECTICUT AGRICULTURAL EXPERIMENT STATION, THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION AND OTHER SOURCES. LANDSCAPE PLANTING MATERIALS AS PROPOSED BY THIS PLAN ARE INTENDED TO BE A MINIMUM. THE APPLICANT RESERVES THE RIGHT TO ADD ADDITIONAL LANDSCAPE MATERIALS AT THE:'R DISCRETION. \2Sp ALL PROPOSED AREAS OF FILL SHALL BE COMPLETED IN ACCORDANCE ___� WITH THE REQUIREMENTS OF CT DOT FORM 817, SECTION 2.02 "ROADWAY - - - - EXCAVATION, FORMATION OF EMBANKMENT, AND DISPOSAL OF SURPLUS 257.0 _ - ~ - �2�---, _ X257.0 MATERIALS". SPECIAL ATTENTION SHALL BE GIVEN TO SECTION 2.02.03(5) PLACEMENT OF EMBANKMENT MATERIAL AND SECTION Z02.03(6) :..:.:: 257.3 r 0 :..; ::. . '..257.3 �{ _ �'S2 "COMPACTION". `3,w �� Q - 0 22' 360' OF CONTINUOUS SEDIMENT FENCE _ 258- 0 - - --- _-0 ! 0 ` 30" �TTee ------- 00-256-- C ----256- � 7 t 5% Q 10 - Tree 98, , _ 259.6 � ,.11260 ' __j REMOVE MODULAR _- 260--" .: , . .. .. . .. ............ ...... .. � BLOCK RETAINING WALL 260.7 260.7 22, WIDE GRAVEL. ACCESS DRIVE (SEE TRAFFIC BOUND GRAVEL SURFACE DETAIL) 34.3' I 62 INSTALL SEDIMENT FENCE _ - DOWNGRADIENT OF TOPSOIL STOCKPILE FEASIBLE TOPSOIL - S70OKPILE LOCATION RD RD \-- --- _-264 \D 4 \ 266.70 6 , 26 RESTORE EXISTING GRAVEL AREAS OUTSIDE OF PROPOSER v DRIVES - REMOVE COMPACTED 266.1 266.53 - / GRAVEL, PLACE LOAM, SEED 6.60/ / o W/ GRASS AND MULCH 1 Concrete 266.75 -- �� I 8a Sidewalk i 8 10'; .:., 270.2 270.2 270 -759 8.04 j= 22' 266.53 267.09' 10• _ /27° INSTALL BOULDER ROW AT �- Y 20 • 268 EDGE OF GRAVEL DRIVE 89° . f INSTALL MULCH OR GRASS 18• �--� .. , / IN LANDSCAPED ISLAND 26'v X270. ' / 272 -j 2 GRAVEL PARKING AREA FOR DAILY BUSINESS VEHICLES EQUIPMENT do LOT TO ACH COMPLIANCE (SEE DETAIL) � � , 1 Story • i o -r IEIev=265.05265.05 Propane Tonk CONCRETE Metol Building FF. -266.71.. a 890 - __ - 266 24.. MON MONUMENT / 1,627± SF I N/F ko L^ RBR REBAR Entry Door City of New London N _- _ ��rk Electric Meter Overhead Door Existing Light 1 8 - -- 266.70 6 , 26 RESTORE EXISTING GRAVEL AREAS OUTSIDE OF PROPOSER v DRIVES - REMOVE COMPACTED 266.1 266.53 - / GRAVEL, PLACE LOAM, SEED 6.60/ / o W/ GRASS AND MULCH 1 Concrete 266.75 -- �� I 8a Sidewalk i 8 10'; .:., 270.2 270.2 270 -759 8.04 j= 22' 266.53 267.09' 10• _ /27° INSTALL BOULDER ROW AT �- Y 20 • 268 EDGE OF GRAVEL DRIVE 89° . f INSTALL MULCH OR GRASS 18• �--� .. , / IN LANDSCAPED ISLAND 26'v X270. ' / 272 -j 2 GRAVEL PARKING AREA FOR DAILY BUSINESS VEHICLES EQUIPMENT do LOT TO ACH COMPLIANCE (SEE DETAIL) � � 269.80 -.: TRAILERS (SEE TRAFFIC BOUND CONC CONCRETE SAN GRAVEL SURFACE DETAIL) 24.. MON MONUMENT ELEV ELEVATION ko L^ RBR REBAR ® RESTORE EXISTING GRAVEL AREAS OUTSIDE OF PROPOSED N MB, I 4'' I I Conc • 1� REC 590 DRIVES - REMOVE COMPACTED GRAVEL, PLACE LOAM SEED CATCH BASIN Mon �� , Rec (!'1 0 t W/ GRASS AND MULCH BITUMINOUS CONCRETE LIP CURB INSTALL BCLC AND U / 276-- UTILITY POLE r��1 TREELINE FRNT ' � � 4043 LANDSCAPED ISLAND �.� '�' �'"_ � ;' / 273.5' V SNET SOUTHERN NEW ENGLAND TELEPHONE ® WELL W\ UG BETWEEN ACCESS DRIVES ` �,� _. / '. I PROPOSED CONCRETE \ DUMPSTER PAD ENCLOSURE a. (SEE DETAIL) C) GUY WIRE --260-- EXISTING CONTOUR. _ i PAVED APRON - MAINTAIN 1-1/2" ' W � MORE OR LESS 260.7 � ? ' .: . .. .: ...:....: ,: ....... .::.:. 2TX EXISTING SPOT GRADE X � LIP AT EDGE OF PAVEMENT ` o / a I _ 2 �$ _ _ W W/ WITH -}- PROPOSED CONTOUR _ P _Rebar Rec 274 `L O UG UNDERGROUND 258.4 ANTI TRACK/NG AD (rYP) PROPOSED SPOT GRADE �� (Disturbed) o Rebar Rec X INSTALL BCLC AT (Disturbed) CL N/F NOW OR FORMERLY MIN MINIMUM PAVED APRON SNET 4044 W SF SQUARE FEET - - BUILDING SETBACK LINE RESTORE EXISTING GRAVEL O STONE WALL INV INVERT �_� AREAS OUTSIDE OF PROPOSED cl�m OO REBAR IRON PIPE OR IRON PIN FF FINISHED FLOOR Enterprise Lane DRIVES - REMOVE COMPACTED r000 280 GRAVEL, PLACE LOAM, SEED O ANGLE POINT TYP TYPICAL " " / W/ GRASS AND MULCH � ce Type c w MONUMENT S SLOPE TF=266.81 ` / CL O 2017 BC �INDARIES LLC 0 THIS DRAW NS IS THE PROPERTY OF BOUNDARIES 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 U OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. a: CHAIRMAN OR SECRETARY OF THE COMMISSION DATE Know what's below. Call be#ore ou 1g, 171t N/F Osterman Propane, Inc. Volume 564 Page 523 GRAPHIC SCALE OR�.�� _ .•��. -_� _x -_-•.mss= .�M�: ' 1 BALLED & BURLAPPED CUT BURLAP FROM TOP 1/3 OF ROOT BALL REMOVE ALL SYNTHETIC WRAPS ROPES & TWINES ENTIRELY FROM ROOT BALL 3" DEPTH OF DARK BROWN FINE TEXTURED SHREDDED BARK MULCH. KEEP 3" AWAY FROM MAIN STEM OF SHRUB 4" SOIL SAUCER, (TYP.) FINISH GRADE SCARIFY XSOIL G(2 -3 NATIVELESOIL�+H1/3 COMPOST) SUBSOIL /.� SET ROOT BALL AT OR SLIGHTLY ABOVE FINISH GRADE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE (TYP.) CONT. DIMM NOTES: CONTAINER 1. FOR CONTAINER GROWN STOCK USE FINGERS OR A GRA SHARP KNIFE TO LOOSEN ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL: THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. 2. AT PLANTING THOROUGHLY SOAK THE ROOT MASS AND ADJACENT SOIL. REPEAT SEVERAL TIMES DURING THE FIRST MONTH AND THROUGHOUT THE FOLLOWING TWO SUMMERS. SHNvB PLANTING DETAIL NOT TO SCALE REMOVAL OF ACCUMULATED SNOW FROM THE SECONDARY SITE ENTRANCE THAT MAY RESULT FROM MUNICIPAL PLOWING IS THE RESPONSIBILITY OF THE PROPERTY OWNER. GENERAL NO -.'ES 1. THE SUBJECT PROPERTY IS AN EXISTING COMMERCIAL/LIGHT INDUSTRIAL SITE. PROPOSED IMPROVEMENTS ARE INTENDED TO IMPROVE THE PROPERTY'S FUNCTIONALITY FOR THE CURRENT OWNER AND TO ACHIEVE ZONING COMPLIANCE TO THE SATISFACTION OF THE TOWN OF MONTVILLE. 2. THE ON-SITE PARKING C;LCULATION FOR THE SUBJECT PROPERTY IS AS FOLLOWS: 19.3.3 - BUSINESS OFFICES 1 SPACE / 250 SQUARE FEET OF GROSS FLOOR AREA 1,627 SQUARE FOOT BUILDING / 250 SQUARE FEET = 6.5 -- 7 SPACES REQUIRED EXPANDED/RESTRIPED PARKING AREA AS DEPICTED = 9 SPACES PROVIDED 3. NO NEW EXTERIOR LIGHTING IS PROPOSED BY THIS PLAN. 4. THERE SHALL BE NO ON-SITE STORAGE OF FUEL TANKS. SANITARY NOTES 1. THE LEACHING TRENCH MUST BE LOCATED, AND THE DEPTH BELOW EXISTING GRADE DETERMINED BY THE PROJECT ENGINEER PRIOR TO REMOVING THE OVERBURDEN. 2. THE PROJECT ENGINEER 1S TO SUPERVISE THE REMOVAL OF THE OVERBURDEN. 3. NO VEHICULAR TRAFFIC OR PARKING IS TO BE ALLOWED OVER THE SEPTIC TANK UNLESS IT IS REPLACED WITH AN H-20 RATED SEPTIC TANK. ' -. 29102 DAVID C. McKa,Y, I''.C. LICENSE NO. DATE "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON." J014N U. FAULIOE JR. L.S. 70016 �z 1� LICENSE NO. DATE CONC CONCRETE SAN SANITARY MON MONUMENT ELEV ELEVATION ko L^ RBR REBAR ® PARKING SPACES N 4'' U V REC RECOVERED I CATCH BASIN L -J (!'1 0 CLi BCLC BITUMINOUS CONCRETE LIP CURB 0 U W N O 4� Co "APPROVED v 0 CU F_ BY THE TOWN OF MONTVILLE PLANNING o 0 co & ZONING COMMISSION" CL O 2017 BC �INDARIES LLC 0 THIS DRAW NS IS THE PROPERTY OF BOUNDARIES 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 U OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. a: CHAIRMAN OR SECRETARY OF THE COMMISSION DATE Know what's below. Call be#ore ou 1g, 171t N/F Osterman Propane, Inc. Volume 564 Page 523 GRAPHIC SCALE OR�.�� _ .•��. -_� _x -_-•.mss= .�M�: ' 1 BALLED & BURLAPPED CUT BURLAP FROM TOP 1/3 OF ROOT BALL REMOVE ALL SYNTHETIC WRAPS ROPES & TWINES ENTIRELY FROM ROOT BALL 3" DEPTH OF DARK BROWN FINE TEXTURED SHREDDED BARK MULCH. KEEP 3" AWAY FROM MAIN STEM OF SHRUB 4" SOIL SAUCER, (TYP.) FINISH GRADE SCARIFY XSOIL G(2 -3 NATIVELESOIL�+H1/3 COMPOST) SUBSOIL /.� SET ROOT BALL AT OR SLIGHTLY ABOVE FINISH GRADE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE (TYP.) CONT. DIMM NOTES: CONTAINER 1. FOR CONTAINER GROWN STOCK USE FINGERS OR A GRA SHARP KNIFE TO LOOSEN ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL: THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. 2. AT PLANTING THOROUGHLY SOAK THE ROOT MASS AND ADJACENT SOIL. REPEAT SEVERAL TIMES DURING THE FIRST MONTH AND THROUGHOUT THE FOLLOWING TWO SUMMERS. SHNvB PLANTING DETAIL NOT TO SCALE REMOVAL OF ACCUMULATED SNOW FROM THE SECONDARY SITE ENTRANCE THAT MAY RESULT FROM MUNICIPAL PLOWING IS THE RESPONSIBILITY OF THE PROPERTY OWNER. GENERAL NO -.'ES 1. THE SUBJECT PROPERTY IS AN EXISTING COMMERCIAL/LIGHT INDUSTRIAL SITE. PROPOSED IMPROVEMENTS ARE INTENDED TO IMPROVE THE PROPERTY'S FUNCTIONALITY FOR THE CURRENT OWNER AND TO ACHIEVE ZONING COMPLIANCE TO THE SATISFACTION OF THE TOWN OF MONTVILLE. 2. THE ON-SITE PARKING C;LCULATION FOR THE SUBJECT PROPERTY IS AS FOLLOWS: 19.3.3 - BUSINESS OFFICES 1 SPACE / 250 SQUARE FEET OF GROSS FLOOR AREA 1,627 SQUARE FOOT BUILDING / 250 SQUARE FEET = 6.5 -- 7 SPACES REQUIRED EXPANDED/RESTRIPED PARKING AREA AS DEPICTED = 9 SPACES PROVIDED 3. NO NEW EXTERIOR LIGHTING IS PROPOSED BY THIS PLAN. 4. THERE SHALL BE NO ON-SITE STORAGE OF FUEL TANKS. SANITARY NOTES 1. THE LEACHING TRENCH MUST BE LOCATED, AND THE DEPTH BELOW EXISTING GRADE DETERMINED BY THE PROJECT ENGINEER PRIOR TO REMOVING THE OVERBURDEN. 2. THE PROJECT ENGINEER 1S TO SUPERVISE THE REMOVAL OF THE OVERBURDEN. 3. NO VEHICULAR TRAFFIC OR PARKING IS TO BE ALLOWED OVER THE SEPTIC TANK UNLESS IT IS REPLACED WITH AN H-20 RATED SEPTIC TANK. ' -. 29102 DAVID C. McKa,Y, I''.C. LICENSE NO. DATE "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON." J014N U. FAULIOE JR. L.S. 70016 �z 1� LICENSE NO. DATE SCALE: 1 20' DATE: October 2017 JOB I.D. No. 17-2566 Revisions Rev. "A" - Per Staff Review Comments -11/10/17 Rev. "B" - Per Engineer's 2nd Comments -11/28/17 SHEET NO. 2 3 > 4'' U V (!'1 0 CLi CU U W a) O 4� Co 0 4. 0 CU F_ 0 co • Lam) (10 U 0 +, > QJ ,_, 0 CL (j L. �--� 0 CL m -j E CUCU 4-' 0 (V o L CL 4J > o c� 0 o- W L SCALE: 1 20' DATE: October 2017 JOB I.D. No. 17-2566 Revisions Rev. "A" - Per Staff Review Comments -11/10/17 Rev. "B" - Per Engineer's 2nd Comments -11/28/17 SHEET NO. 2 3 4" TOP COURSE - COMPACTED 1-1/4" PROCESSED TRAPROCK MIX a . ♦' • Oy ' O t f V �-L O O O O O O O O O C O O„O,.,O„O„O„O,")OC O O O 8" BINDER COURSE - ROLLED BANK O O O RUN GRAVEL CONFORMING TO CT > C O O DOT FORM 816 M.02.03 AND CCOMPACTED SUITABLE OO M.02.06 GRADATION "A" OO SUBGRADE OOVUOOC OOOOOOOOUO TRAFFIC BOUND GRAVEL SURFACE NOT TO SCALE 1-1/2" COMPACTED CLASS 11 BITUMINOUS CONCRETE 2" COMPACTED CLASS I BITUMINOUS CONCRETE 'j. :.0. r-:.'..C� O' O d " a 6" COMPACTED PROCESSED GRAVEL �. ♦ •, �' .., O ••, • 4,^: X4..,0 O O�O�O�O. O OC 00O0,�0/-\0/-\0/-,\0,�0/-\0C O C 8 COMPACTED BANK RUN GRAVEL O 0 0 OR COMPACTED EXISTING SUITABLE O C SUBGRADE (TO BE VERIFIED BY O 0 0 ENGINEER) N (-) u u O U � C OOOJOOOOOC OOOOOOOO BITUMINOUS CONCRETE PAVEMENT NOT TO SCALE FILTER FENCE COMPACTED BACKFILL EXCAVATE 6'x 6" TRENCH FLOW EXISTING GRADE V t � I 12" MIN. ji DEPTH UNDISTURBED GROUND m O SEDIMENT FENCE DETAIL Z z NOT TO SCALE Un tn W i ti BACKING TO TOP OF CURB ko ko Ln BITUMINOUS CONCRETE LIP CURB DETAIL N NOT TO SCALE 0 ti U O CL O 2017 BOUNDARIES LLC nM THIS DRAWING IS THE PROPERTY OF BOUNDARIES 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 U OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. CL. EDGE OF GRAVEL PARKING AREA ELEV=257.3 VEGETATED FILTER STRIP 5' 59 SLOPE -- ELEV=257.0 STABILIZE WITH EROSION CONTROL BLANKET (TENSAR N.A. GREEN ERONET SC 150 INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS). SEED WITH NEW ENGLAND WETLAND PLANTS INC. CONSERVATION/WILDLIFE SEED MIX (OR EQUAL) VEGETATED FILTER VEGETATED SLOPE FILTER STRIP DIAPHRAGM 27' 5' 2' r ELEV=248.0 59 SLOPE ELEV=247.7 VEGETATED FILTER STRIP, VEGETATED SLOPE AND FILTER DIAPHRAGM DETAIL No. TO sfaic 4" OF PEA GRAVEL ABOVE FILTER FABRIC OVERLAP 6" 1 318" WASHED PEA GRAVEL M1RAFi 140N FILTER FABRIC OR APPROVED EQUAL 24" WIDTH PEA GRAVEL FILTER DIAPHRAGM PROVIDE BITUMINOUS CONCRETE AND GRAVEL BASE COURSES IN ACCORDANCE WITH DETAIL NOT TO SCALE 0 R N REMOVE EXISTING BITUMINOUS PAVEMENT 12" MIN. FROM THE EXISTING EDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY EXISTING PAVEMENT DEPTH UNKNOWN WR - NOTE: 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12" FROM THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 2. REMOVE ENTIRE WIDTH OF PAVEMENT AND COMPACT EXISTING BASE MATERIAL TO REMAIN. J. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSI. 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE WITH THE PROPOSED EDGE TYPICAL CROSS SECTION FOR MATCHING EXISTING AND PROPOSED PAVEMENT NOT TO SCALE "APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION" CHAIRMAN OR SECRETARY OF THE COMMISSION DA7E ANTI -TRACKING PAD NOT TO suiE )T 13 STONE AERIC THIS PROPOSAL INVOLVES A 0.94+ ACRE PARCEL OF LAND IDENTIFIED AS 14 ENTERPRISE LANE IN THE OAKDALE SECTION OF THE TOWN OF MONTVILLE, CONNECTICUT (ASSESSOR'S IDI 002-005-00D). THE SUBJECT PROPERTY CURRENTLY CONTAINS A 1,6271 SQUARE FOOT COMMERCIAL BUILDING THAT IS OCCUPIED BY 'THE DRIVEWAY GUYS" PAVING CONTRACTORS. VEHICLES, EQUIPMENT AND MATERIALS RELATED TO THE BUSINESS ARE ALSO STORED ON-SITE. THIS PLAN DEPICTS PROPOSED IMPROVEMENTS TO THE SUBJECT PROPERTY INTENDED TO BETTER ACCOMMODATE 'THE DRIVEWAY GUY'S" BUSINESS AND ACHIEVE ZONING COMPLIANCE TO THE ;SATISFACTION OF THE TOWN OF MONTVILLE PROPOSED IMPROVEMENTS INCLUDE: MODIFICATIONS TO EXISTING PARKING AND CIRCULATION DRIVES INCLUDING CREATING 2 DEFINED ENTRANCES SEPARATED BY A LANDSCAPED ISLAND AND A NEW PAVED APRON; CONSTRUCTION OF A NEW OUTDOOR STORAGE AREA INCLUDING MATERIAL STORAGE BINS CONSTRUCTED FROM MODULAR CONCRETE BLOCKS TO BE LOCATED TO THE REAR OF THE EXISTING BUILDING; MODIFICATIONS TO THE EXISTING PAVED PARKING LOT TO ACHIEVE ZONING AND ADA COMPLIANCE; RESTORATION OF EXISTING COMPACTED GRAVEL AREAS ADJACENT TO PROPERTY LINES, ADDITION OF LANDSCAPING IMPROVEMENTS; CONSTRUCTION OF A CONCRETE DUMPSTER PAD AND A 5' X 5' CONCRETE PAD ADJACENT TO THE ACCESS DOOR ON THE EASTERLY SIDE OF THE BUILDING; CONSTRUCTION OF 136' OF 6' HIGH VINYL STOCKADE FENCE ALONG THE WESTERLY PROPERTY LINE; AND CONSTRUCTION OF STORMWATER MANAGEMENT IMPROVEMENTS AS SHOWN. THE EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSOS) AS DEPICTED ON THIS PLAN IS BASED ON THE INSTALLER'S AS -BUILT OBTAINED FROM THE UNCAS HEALTH DISTRICT RECORDS. IN ORDER TO ENABLE VEHICULAR TRAFFIC ON TOP OF THE PRIMARY LEACHING AREA, THIS PLAN PROPOSES TO STRIP EXISTING OVERBURDEN FROM THE PRIMARY LEACHING TRENCH DOWN TO THE FILTER FABRIC, AND PLACE AT LEAST 12" OF COMPACTED PROCESSED GRAVEL OVER THE PRIMARY LEACHING TRENCH. NO VEHICULAR TRAFFIC IS PROPOSED ON THE EXISTING SEPTIC TANK, AS IT IS NOT AN H-20 RATED TANK. THERE ARE NO REGULATED INLAND WETLANDS ON THE SUBJECT PROPERTY AS DETERMINED BY DEMIAN A. SORRENTINO, CERTIFIED SOIL SCIENTIST. ACCORDING TO THE UNITED STATES DEPARTMENT OF ,AGRICULTURE (USDA), NATURAL RESOURCES CONSERVATION SERVICE (NRCS) WEB SOIL SURVEY FOR THE STATE OF CONNECTICUT, THE SOIL TYPES PRESENT ON THE SUBJECT PROPERTY ARE: MAP UNIT 848 - PAXTON & MONTAUK FINE SANDY LOAMS, 3-89 SLOPES; AND MAP UNIT 45C - WOODBRIDGE FINE SANDY LOAM, 8-159 SLOPES. THE SITE DEVELOPMENT HAS BEEN DESIGNED SO THAT RUNOFF FROM THE IMPROVED SITE WILL FOLLOW THE EXISTING DRAINAGE PATTERNS. STORMWATER FROM THE IMPROVED SITE FILL FLOW NORTHEASTERLY THROUGH A STORMWATER TREATMENT TRAIN CONSISTING OF A VEGETATED FILTER STRIP AT THE EDGE OF THE PROPOSED GRAVEL STORAGE/LAY DOWN AREA, A 3H: IV VEGETATED SLOPE, AN ADDITIONAL VEGETATED FILTER STRIP, AND A PEA GRAVEL FILTER DIAPHRAGM. STORMWATER FROM THE EXISTING PAVED PARKING AREA WILL CONTINUE TO FLOW NORTHWESTERLY TO THE GRASSED AREA ON THE WESTERLY SIDE OF THE BUILDING. EROSION CONTROL MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION INCLUDE A CONTINUOUS SEDIMENT FENCE BARRIER DOWNGRADIENT OF THE PROPOSED CONSTRUCT70N AREA. EROSION CONTROL MEASURES WILL BE INSTALLED PRIOR TO MAJOR SITE DISTURBANCE AND WILL BE MAINTAINED THROUGHOUT THE PROJECT. AFTER CONSTRUCT70N IS COMPLETE, ALL DISTURBED AREAS SHALL BE LOAMED (4" MINIMUM) AND SEEDED WITH GRASS FOR PERMANENT STABILIZATION. EROSION CONTROL MEASURES WILL BE REMOVED ONLY AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. CONSTRUCTION SEQUENCE I. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS. 2. CLEAR ALL VEGETAT70N WITHIN THE PROPOSED DEVELOPMENT AREA. 3. INSTALL SEDIMENT FENCE BARRIER DOWNGRADIENT OF THE PROPOSED CONSTRUCTION AREA AT THE LOCATION SHOWN. 4. GRUB VEGETATION, STRIP TOPSOIL AND STOCKPILE AT LOCATION SHOWN. 5. ROUGH GRADE NEW PARKING AREAS, CIRCULATION DRIVES, AND STORAGE/LAYDOWN AREAS TO SUBGRADE ELEVATION. PLACE AND COMPACT TRAFFIC BOUND GRAVEL SURFACE WHERE INDICATED. 6. PREPARE SUBGRADE FOR NEW BITUMINOUS CONCRETE PAVEMENT FOR EXPANSION OF EXISTING PAVED PARKING AREA AND NEW PAVED APRON. INSTALL BITUMINOUS CONCRETE PAVEMENT AND BITUMINOUS CONCRETE LIP CURB. INSTALL BOULDER ROW AT LOCATION SHOWN. 7. PAINT PAVEMENT MARKINGS AS SHOWN AND INSTALL SIGNAGE FOR ADA VAN ACCESSIBLE PARKING SPACE. 8> FINISH GRADE VEGETATED FILTER STRIPS, VEGETATED SLOPE AND CONSTRUCT PEA GRAVEL FILTER DIAPHRAGM. 9. INSTALL 5' X 5' CONCRETE PAD ON EASTERLY SIDE OF BUILDING, CONCRETE DUMPSTER PAD, AND STOCKADE FENCE. 10. INSTALL LANDSCAPING, LANDSCAPE MULCH, AND IMMEDIATELY LOAM ALL DISTURBED AREAS WITH 4" MINIMUM OF TOPSOIL, SEED AND MULCH. 11. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES. PACK STRAW BETWEEN BALES 2" X 2" X 36" STRAW BALE HARD WOOD STAKE 1 _ _ (2 PER BALE) i t I I I I COMPACTED i t i t i t I I I I BACKFILL i t I I I I I I FLOW II 12"MIN. 4" MIN NO 1. USE SINGLE OR DOUBLE BALE HEIGHT AS REQUIRED. STAKED HAY BALE BARRIER_ 6' HIGH STOCKADE FENCE (ALL POSTS R BE PROPERT) ANCHOREL CONCRETE PAL NOT TO SCALE NOTE: (AS REQUIRED) 1. FOR OVERALL DIMENSIONS OF CONCRETE PAD SEE SITE PLAN 2. LATTICE IS SHOWN AS OPTION, NOT CONSTRUCTION STANDARD. IDUMPSTER ENCLOSURE DETAIL NOT TO SCALE 4" MIN. 7 OPERATION & MAINTENANCE OF EROSION CONTROLS NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION AND EROSION CONTROL METHODS HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES. ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT EROSION AND SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. ALL AREAS AFFECTED BY TEMPORARY FILLS MUST BE RESTORED TO THEIR ORIGINAL CONTOURS, AND REVEGETATED WITH SUITABLE VEGETATION. THE USE OF TEMPORARY FILL AND/OR EXCAVATION SHALL BE MINIMIZED TO ONLY THAT AREA REQUIRED TO PERFORM THE WORK. DUMPING OF OIL Of? OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE DEVELOPER OR CONTRACTOR 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 IMMEDIATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION/HAZARDOUS MATERIALS OFFICE. FAILURE TO DO SO MAY RESULT IN THE IMPOSITION OF FINES UNDER THE APPLICABLE CONNECTICUT GENERAL STATUTES. EVERY PRECAUTION SHALL BE USED DURING CONSTRUCTION TO PREVENT AND MINIMIZE THE DEGRADATION OF THE EXISTING WATER QUALITY. ALL AC77WTIES SHALL BE IN CONFORMANCE TO AND CONSISTENT WITH ALL APPLICABLE WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY LOCAL, STATE AND FEDERAL AGENCIES. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL MEASURES, SAID MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINSTORM. ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL BARRIERS, AND UPON ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. SUCH MATERIALS REMOVED SHALL BE SPREAD AND STABILIZED IN NON -WETLAND AREAS WHICH ARE NOT SUBJECT TO EROSION, OR WFIICH ARE NOT TO BE PAVED OR BUILT UPON. HAY BALES, SEDIMENT FENCE AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REPAIRED, CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIOD IN ORDER TO MAINTAIN COMPLETE AND INTEGRAL EROSION AND SEDIMENT CONTROL PROTECTION. ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REMAIN IN PLACE AND IN PROPER CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL FINAL GRADING HAS BEEN COMPLETED, ALL DISTURBED AREAS UPGRAOIENT OF SAID FACILITIES HAVE BEEN PERMANENTLY STABILIZED, AND ALL NEWLY GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS. FOLLOWING SUCH PERMANENT STABILIZATION, THE FACILITIES 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 ENGINEER OR TOWN STAFF. DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE THE PROPOSED DEVELOPMENT. ALL EXISTING TREES AND SHRUBS SHALL BE CONSERVED WHERE POSSIBLE, EXCEPT THOSE WHOSE REMOVAL 1S REQUIRED TO PERFORM THE PROPOSED WORK. THE LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION ACTIVITIES AND SHALL BE GENERALLY AS DEPICTED ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING OF THE SITE IN ACCORDANCE WITH THE PROCEDURES AS OUTLINED IN THE "GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES" AS ADOPTED BY THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTEC77ON, EFFECTIVE ON OCTO3ER 1, 2013. THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF ALL RAIN EVENTS. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS. DURING CONSTRUCTION AND IMMEDIATELY FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE SEDIMENTATION AND EROSION CONTROL SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: * INSPECTION OF ALL SEDIMENT FENCE, REMOVE ACCUMULATED SEDIMENT IF REQUIRED (GREATER THAN 4" DEPTH) * INSPECTION OF ALL DRIVEWAY AND PARKING AREAS AFTER PAVING, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO INSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO DOWNSTREAM WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN PLACE WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS AN%R AS ORDERED BY TOWN STAFF OR THEIR DESIGNATED AGENT THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL BE PERSONALLY RESPONSIBLE FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE CONSTRUCTION PERIOD. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSIBILITY, ANi, CONVEYING A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE OF THE LAND IS TRANSFERRED TO A THIRD PARTY EROSION CONTROL NOTES 1. THE RESPONSIBLE PARTY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE THE SITE CONTRACTOR, WHO HAS YET TO BE DETERMINED. 2. THE "2002 CON14EC77CUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVA77ON IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION, CT DEEP BULLETIN 34, SHALL BE REFERENCED FOR PROPER METHODS OF INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL ADD177ONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR TOWN STAFF. 3. SEEDING FOR PERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE TIMES, APPLY TEMPORARY MULCH UNTIL THE NEXT SEEDING TIME. SEED MIXTURE SHALL BE AS FOLLOWS: ALL 2:1 SLOPE AREAS (UNLESS OTHERWISE NOTED) 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 OTHER GRASSED AREAS (INCLUDING WATER QUALITY BASIN) KENTUCKY BLUEGRASS 20 LBS/ACRE OR 0.45 LBS/1,000 SF CREEPING REL FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF PERENNIAL RYEGRASS 5 LBS/ACRE OR 0.10 LBS/1,000 SF MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 100-200 BALES PER ACRE 4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS AND REPAIRED OR REPLACED AS NECESSARY TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN. STORMWATER QUALITY MEASURES OPERATION & MAINTENANCE DURING CONSTRUCTION AND IMMEDIATELY POST CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE STORMWATER MANAGEMENT SYSTEM. INSPECTING AND MA114TAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: • INSPECTION OF VEGETATED FILTER STRIPS AND VEGETATED SLOPES BETWEEN THE EDGE OF TRAFFIC BOUND GRAVEL SURFACE AND PEA GRAVEL FILTER DIAPHRAGM. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM FLOWING TOWARD THIS AREA, REVEGETATE IF NECESSARY TO PROVIDE STABILIZATION. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL 3H:1 V SLOPES. • INSPECTION OF PEA GRAVEL DIAPHRAGM, REMOVE ACCUMULATED SEDIMENT FROM FILTER FABRIC AS REQUIRED. • INSPECTION OF JILL DRIVEWAY AND PARKING AREAS AFTER CONSTRUCTION, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS: • INSPECTION OF ROADWAY AT ENTRANCE, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS. AFTER SITE CONSTRUCTION IS COMPLETE AND ACCEPTED BY THE TOWN, IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN ALL STORMWATER MANAGEMENT IMPROVEMENTS AND ENSURE THAT THE SITE IS KEPT IN A CLEAN AND ORDERLY CONDITION. FOR THE FIRST 3 MONTHS AFTER CONSTRUCTION, INSPECTION OF ALL IMPROVEMENTS SHALL BE PERFORMED AFTER ANY MAJOR STORM EVENT (GREATER THAN 0.5 INCHES OF RAIN IN A 24-HOUR PERIOD). AFTER 3 MONTHS, INSPECTIONS SHALL BE PERFORMED SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL. INSPECTION AND MAINTENANCE SHALL INCLUDE, AT A MINIMUM BUT NOT LIMITED TO, THE FOLLOWING: • PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO EXCEED WEEKLY FOR LITTER AND DEBRIS. IF APPLICABLE, SWEEP AT LEAST TWICE A YEAR, WITH THE FIRST SWEEPING OCCURRING AS SOON AS POSSIBLE AFTER FIRST SNOW MELT, AND THE SECOND, SWEEPING NOT LESS THAN 90 DAYS FOLLOWING THE FIRST. • GRAVEL DRIVES 44D PARKING/STORAGE AREAS: INSPECT GRAVEL DRIVEWAY AND PARKING/LAYDOWN AREAS SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL, AND REMOVE ACCUMULATED SEDIMENT. IF SEDIMENT HAS MOUNDED ALONG THE EDGE OF THE GRAVEL STORAGE/LAY DOWN AREA HINDERING STORMWATER FLOW TOWARD THE ADJACENT VEGETATED AREAS, REGRADE AS NECESSARY TO ALLOW SHEET FLOW TO THE THESE AREAS. REVEGETATE ANY DISTURBED AREAS ADJACENT TO THE GRAVEL STORAGE/LAY DOWN AREA THAT OCCUR DURING THIS MAiNTENANCE PROCEDURE TO PROVIDE PERMANENT STABILIZATION. • VEGETATED AREA;"). INSPECT ALL VEGETATED AREAS OF THE SITE SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM THE GRAVEL STORAGE/LAY DOWN ARE FROM FLOWING INTO THE VEGETATED FILTER STRIPS, VEGETATED SLOPE AND PEA GRAVEL FILTER DIAPHRAGM. REVEGETATE ANY DISTURBED AREAS IMMEDIATELY TO PROVIDE PERMANENT STABILIZATION. REMOVE AND REPLACE OR REVEGETATE ANY AREAS THAT DO NOT HAVE A SUITABLE STAND OF GRASS OR ANY SCOURED AREAS. • PEA GRAVEL FILIER DIAPHRAGM: INSPECT PEA GRAVEL FILTER DIAPHRAGM IMMEDIATELY FOLLOWING STORM EVENTS. IF SURFACE PONDING OCCURS IN THE DIAPHRAGM 72 HOURS AFTER A STORM EVENT, A QUALIFIED CONTRACTOR SHOULD INSPECT THE DIAPHRAGM TO ENSURE THAT SEDIMENT HAS NOT ACCUMULATED ON TOP OF THE FILTER FABRIC AND PROHIBITING INFILTRATION. REMOVE ACCUMULATED SEDIMENT AS REQUIRED TO MAINTAIN PROPER FUNCTION. . -'' ✓- i �%�;�� r �,, � ,.. � ,. �,. • 29102 DAVID C. McKAY, P -E. - LICENSE NO. DATE EDGE OF W ROADWAY m v w � PAVEMENT AND ROAD BASE TO a EXTEND 3"+ BEYOND BACK OF CURB o 3" ± L W 79' X 4-J a O w 1"+ •`U un cV 9" J U J Z CURB DETAIL V 0 CURB TO MEET CTOOT STANDARDS w o 4 C7 U SEE CURB DETAIL ABOVE i ti BACKING TO TOP OF CURB ko ko Ln BITUMINOUS CONCRETE LIP CURB DETAIL N NOT TO SCALE 0 ti U O CL O 2017 BOUNDARIES LLC nM THIS DRAWING IS THE PROPERTY OF BOUNDARIES 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 U OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. CL. EDGE OF GRAVEL PARKING AREA ELEV=257.3 VEGETATED FILTER STRIP 5' 59 SLOPE -- ELEV=257.0 STABILIZE WITH EROSION CONTROL BLANKET (TENSAR N.A. GREEN ERONET SC 150 INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS). SEED WITH NEW ENGLAND WETLAND PLANTS INC. CONSERVATION/WILDLIFE SEED MIX (OR EQUAL) VEGETATED FILTER VEGETATED SLOPE FILTER STRIP DIAPHRAGM 27' 5' 2' r ELEV=248.0 59 SLOPE ELEV=247.7 VEGETATED FILTER STRIP, VEGETATED SLOPE AND FILTER DIAPHRAGM DETAIL No. TO sfaic 4" OF PEA GRAVEL ABOVE FILTER FABRIC OVERLAP 6" 1 318" WASHED PEA GRAVEL M1RAFi 140N FILTER FABRIC OR APPROVED EQUAL 24" WIDTH PEA GRAVEL FILTER DIAPHRAGM PROVIDE BITUMINOUS CONCRETE AND GRAVEL BASE COURSES IN ACCORDANCE WITH DETAIL NOT TO SCALE 0 R N REMOVE EXISTING BITUMINOUS PAVEMENT 12" MIN. FROM THE EXISTING EDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY EXISTING PAVEMENT DEPTH UNKNOWN WR - NOTE: 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12" FROM THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 2. REMOVE ENTIRE WIDTH OF PAVEMENT AND COMPACT EXISTING BASE MATERIAL TO REMAIN. J. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSI. 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE WITH THE PROPOSED EDGE TYPICAL CROSS SECTION FOR MATCHING EXISTING AND PROPOSED PAVEMENT NOT TO SCALE "APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION" CHAIRMAN OR SECRETARY OF THE COMMISSION DA7E ANTI -TRACKING PAD NOT TO suiE )T 13 STONE AERIC THIS PROPOSAL INVOLVES A 0.94+ ACRE PARCEL OF LAND IDENTIFIED AS 14 ENTERPRISE LANE IN THE OAKDALE SECTION OF THE TOWN OF MONTVILLE, CONNECTICUT (ASSESSOR'S IDI 002-005-00D). THE SUBJECT PROPERTY CURRENTLY CONTAINS A 1,6271 SQUARE FOOT COMMERCIAL BUILDING THAT IS OCCUPIED BY 'THE DRIVEWAY GUYS" PAVING CONTRACTORS. VEHICLES, EQUIPMENT AND MATERIALS RELATED TO THE BUSINESS ARE ALSO STORED ON-SITE. THIS PLAN DEPICTS PROPOSED IMPROVEMENTS TO THE SUBJECT PROPERTY INTENDED TO BETTER ACCOMMODATE 'THE DRIVEWAY GUY'S" BUSINESS AND ACHIEVE ZONING COMPLIANCE TO THE ;SATISFACTION OF THE TOWN OF MONTVILLE PROPOSED IMPROVEMENTS INCLUDE: MODIFICATIONS TO EXISTING PARKING AND CIRCULATION DRIVES INCLUDING CREATING 2 DEFINED ENTRANCES SEPARATED BY A LANDSCAPED ISLAND AND A NEW PAVED APRON; CONSTRUCTION OF A NEW OUTDOOR STORAGE AREA INCLUDING MATERIAL STORAGE BINS CONSTRUCTED FROM MODULAR CONCRETE BLOCKS TO BE LOCATED TO THE REAR OF THE EXISTING BUILDING; MODIFICATIONS TO THE EXISTING PAVED PARKING LOT TO ACHIEVE ZONING AND ADA COMPLIANCE; RESTORATION OF EXISTING COMPACTED GRAVEL AREAS ADJACENT TO PROPERTY LINES, ADDITION OF LANDSCAPING IMPROVEMENTS; CONSTRUCTION OF A CONCRETE DUMPSTER PAD AND A 5' X 5' CONCRETE PAD ADJACENT TO THE ACCESS DOOR ON THE EASTERLY SIDE OF THE BUILDING; CONSTRUCTION OF 136' OF 6' HIGH VINYL STOCKADE FENCE ALONG THE WESTERLY PROPERTY LINE; AND CONSTRUCTION OF STORMWATER MANAGEMENT IMPROVEMENTS AS SHOWN. THE EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSOS) AS DEPICTED ON THIS PLAN IS BASED ON THE INSTALLER'S AS -BUILT OBTAINED FROM THE UNCAS HEALTH DISTRICT RECORDS. IN ORDER TO ENABLE VEHICULAR TRAFFIC ON TOP OF THE PRIMARY LEACHING AREA, THIS PLAN PROPOSES TO STRIP EXISTING OVERBURDEN FROM THE PRIMARY LEACHING TRENCH DOWN TO THE FILTER FABRIC, AND PLACE AT LEAST 12" OF COMPACTED PROCESSED GRAVEL OVER THE PRIMARY LEACHING TRENCH. NO VEHICULAR TRAFFIC IS PROPOSED ON THE EXISTING SEPTIC TANK, AS IT IS NOT AN H-20 RATED TANK. THERE ARE NO REGULATED INLAND WETLANDS ON THE SUBJECT PROPERTY AS DETERMINED BY DEMIAN A. SORRENTINO, CERTIFIED SOIL SCIENTIST. ACCORDING TO THE UNITED STATES DEPARTMENT OF ,AGRICULTURE (USDA), NATURAL RESOURCES CONSERVATION SERVICE (NRCS) WEB SOIL SURVEY FOR THE STATE OF CONNECTICUT, THE SOIL TYPES PRESENT ON THE SUBJECT PROPERTY ARE: MAP UNIT 848 - PAXTON & MONTAUK FINE SANDY LOAMS, 3-89 SLOPES; AND MAP UNIT 45C - WOODBRIDGE FINE SANDY LOAM, 8-159 SLOPES. THE SITE DEVELOPMENT HAS BEEN DESIGNED SO THAT RUNOFF FROM THE IMPROVED SITE WILL FOLLOW THE EXISTING DRAINAGE PATTERNS. STORMWATER FROM THE IMPROVED SITE FILL FLOW NORTHEASTERLY THROUGH A STORMWATER TREATMENT TRAIN CONSISTING OF A VEGETATED FILTER STRIP AT THE EDGE OF THE PROPOSED GRAVEL STORAGE/LAY DOWN AREA, A 3H: IV VEGETATED SLOPE, AN ADDITIONAL VEGETATED FILTER STRIP, AND A PEA GRAVEL FILTER DIAPHRAGM. STORMWATER FROM THE EXISTING PAVED PARKING AREA WILL CONTINUE TO FLOW NORTHWESTERLY TO THE GRASSED AREA ON THE WESTERLY SIDE OF THE BUILDING. EROSION CONTROL MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION INCLUDE A CONTINUOUS SEDIMENT FENCE BARRIER DOWNGRADIENT OF THE PROPOSED CONSTRUCT70N AREA. EROSION CONTROL MEASURES WILL BE INSTALLED PRIOR TO MAJOR SITE DISTURBANCE AND WILL BE MAINTAINED THROUGHOUT THE PROJECT. AFTER CONSTRUCT70N IS COMPLETE, ALL DISTURBED AREAS SHALL BE LOAMED (4" MINIMUM) AND SEEDED WITH GRASS FOR PERMANENT STABILIZATION. EROSION CONTROL MEASURES WILL BE REMOVED ONLY AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. CONSTRUCTION SEQUENCE I. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS. 2. CLEAR ALL VEGETAT70N WITHIN THE PROPOSED DEVELOPMENT AREA. 3. INSTALL SEDIMENT FENCE BARRIER DOWNGRADIENT OF THE PROPOSED CONSTRUCTION AREA AT THE LOCATION SHOWN. 4. GRUB VEGETATION, STRIP TOPSOIL AND STOCKPILE AT LOCATION SHOWN. 5. ROUGH GRADE NEW PARKING AREAS, CIRCULATION DRIVES, AND STORAGE/LAYDOWN AREAS TO SUBGRADE ELEVATION. PLACE AND COMPACT TRAFFIC BOUND GRAVEL SURFACE WHERE INDICATED. 6. PREPARE SUBGRADE FOR NEW BITUMINOUS CONCRETE PAVEMENT FOR EXPANSION OF EXISTING PAVED PARKING AREA AND NEW PAVED APRON. INSTALL BITUMINOUS CONCRETE PAVEMENT AND BITUMINOUS CONCRETE LIP CURB. INSTALL BOULDER ROW AT LOCATION SHOWN. 7. PAINT PAVEMENT MARKINGS AS SHOWN AND INSTALL SIGNAGE FOR ADA VAN ACCESSIBLE PARKING SPACE. 8> FINISH GRADE VEGETATED FILTER STRIPS, VEGETATED SLOPE AND CONSTRUCT PEA GRAVEL FILTER DIAPHRAGM. 9. INSTALL 5' X 5' CONCRETE PAD ON EASTERLY SIDE OF BUILDING, CONCRETE DUMPSTER PAD, AND STOCKADE FENCE. 10. INSTALL LANDSCAPING, LANDSCAPE MULCH, AND IMMEDIATELY LOAM ALL DISTURBED AREAS WITH 4" MINIMUM OF TOPSOIL, SEED AND MULCH. 11. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES. PACK STRAW BETWEEN BALES 2" X 2" X 36" STRAW BALE HARD WOOD STAKE 1 _ _ (2 PER BALE) i t I I I I COMPACTED i t i t i t I I I I BACKFILL i t I I I I I I FLOW II 12"MIN. 4" MIN NO 1. USE SINGLE OR DOUBLE BALE HEIGHT AS REQUIRED. STAKED HAY BALE BARRIER_ 6' HIGH STOCKADE FENCE (ALL POSTS R BE PROPERT) ANCHOREL CONCRETE PAL NOT TO SCALE NOTE: (AS REQUIRED) 1. FOR OVERALL DIMENSIONS OF CONCRETE PAD SEE SITE PLAN 2. LATTICE IS SHOWN AS OPTION, NOT CONSTRUCTION STANDARD. IDUMPSTER ENCLOSURE DETAIL NOT TO SCALE 4" MIN. 7 OPERATION & MAINTENANCE OF EROSION CONTROLS NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION AND EROSION CONTROL METHODS HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES. ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT EROSION AND SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. ALL AREAS AFFECTED BY TEMPORARY FILLS MUST BE RESTORED TO THEIR ORIGINAL CONTOURS, AND REVEGETATED WITH SUITABLE VEGETATION. THE USE OF TEMPORARY FILL AND/OR EXCAVATION SHALL BE MINIMIZED TO ONLY THAT AREA REQUIRED TO PERFORM THE WORK. DUMPING OF OIL Of? OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE DEVELOPER OR CONTRACTOR 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 IMMEDIATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION/HAZARDOUS MATERIALS OFFICE. FAILURE TO DO SO MAY RESULT IN THE IMPOSITION OF FINES UNDER THE APPLICABLE CONNECTICUT GENERAL STATUTES. EVERY PRECAUTION SHALL BE USED DURING CONSTRUCTION TO PREVENT AND MINIMIZE THE DEGRADATION OF THE EXISTING WATER QUALITY. ALL AC77WTIES SHALL BE IN CONFORMANCE TO AND CONSISTENT WITH ALL APPLICABLE WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY LOCAL, STATE AND FEDERAL AGENCIES. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL MEASURES, SAID MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINSTORM. ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL BARRIERS, AND UPON ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. SUCH MATERIALS REMOVED SHALL BE SPREAD AND STABILIZED IN NON -WETLAND AREAS WHICH ARE NOT SUBJECT TO EROSION, OR WFIICH ARE NOT TO BE PAVED OR BUILT UPON. HAY BALES, SEDIMENT FENCE AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REPAIRED, CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIOD IN ORDER TO MAINTAIN COMPLETE AND INTEGRAL EROSION AND SEDIMENT CONTROL PROTECTION. ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REMAIN IN PLACE AND IN PROPER CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL FINAL GRADING HAS BEEN COMPLETED, ALL DISTURBED AREAS UPGRAOIENT OF SAID FACILITIES HAVE BEEN PERMANENTLY STABILIZED, AND ALL NEWLY GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS. FOLLOWING SUCH PERMANENT STABILIZATION, THE FACILITIES 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 ENGINEER OR TOWN STAFF. DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE THE PROPOSED DEVELOPMENT. ALL EXISTING TREES AND SHRUBS SHALL BE CONSERVED WHERE POSSIBLE, EXCEPT THOSE WHOSE REMOVAL 1S REQUIRED TO PERFORM THE PROPOSED WORK. THE LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION ACTIVITIES AND SHALL BE GENERALLY AS DEPICTED ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING OF THE SITE IN ACCORDANCE WITH THE PROCEDURES AS OUTLINED IN THE "GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES" AS ADOPTED BY THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTEC77ON, EFFECTIVE ON OCTO3ER 1, 2013. THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF ALL RAIN EVENTS. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS. DURING CONSTRUCTION AND IMMEDIATELY FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE SEDIMENTATION AND EROSION CONTROL SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: * INSPECTION OF ALL SEDIMENT FENCE, REMOVE ACCUMULATED SEDIMENT IF REQUIRED (GREATER THAN 4" DEPTH) * INSPECTION OF ALL DRIVEWAY AND PARKING AREAS AFTER PAVING, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO INSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO DOWNSTREAM WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN PLACE WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS AN%R AS ORDERED BY TOWN STAFF OR THEIR DESIGNATED AGENT THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL BE PERSONALLY RESPONSIBLE FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE CONSTRUCTION PERIOD. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSIBILITY, ANi, CONVEYING A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE OF THE LAND IS TRANSFERRED TO A THIRD PARTY EROSION CONTROL NOTES 1. THE RESPONSIBLE PARTY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE THE SITE CONTRACTOR, WHO HAS YET TO BE DETERMINED. 2. THE "2002 CON14EC77CUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVA77ON IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION, CT DEEP BULLETIN 34, SHALL BE REFERENCED FOR PROPER METHODS OF INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL ADD177ONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR TOWN STAFF. 3. SEEDING FOR PERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE TIMES, APPLY TEMPORARY MULCH UNTIL THE NEXT SEEDING TIME. SEED MIXTURE SHALL BE AS FOLLOWS: ALL 2:1 SLOPE AREAS (UNLESS OTHERWISE NOTED) 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 OTHER GRASSED AREAS (INCLUDING WATER QUALITY BASIN) KENTUCKY BLUEGRASS 20 LBS/ACRE OR 0.45 LBS/1,000 SF CREEPING REL FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF PERENNIAL RYEGRASS 5 LBS/ACRE OR 0.10 LBS/1,000 SF MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 100-200 BALES PER ACRE 4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS AND REPAIRED OR REPLACED AS NECESSARY TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN. STORMWATER QUALITY MEASURES OPERATION & MAINTENANCE DURING CONSTRUCTION AND IMMEDIATELY POST CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE STORMWATER MANAGEMENT SYSTEM. INSPECTING AND MA114TAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: • INSPECTION OF VEGETATED FILTER STRIPS AND VEGETATED SLOPES BETWEEN THE EDGE OF TRAFFIC BOUND GRAVEL SURFACE AND PEA GRAVEL FILTER DIAPHRAGM. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM FLOWING TOWARD THIS AREA, REVEGETATE IF NECESSARY TO PROVIDE STABILIZATION. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL 3H:1 V SLOPES. • INSPECTION OF PEA GRAVEL DIAPHRAGM, REMOVE ACCUMULATED SEDIMENT FROM FILTER FABRIC AS REQUIRED. • INSPECTION OF JILL DRIVEWAY AND PARKING AREAS AFTER CONSTRUCTION, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS: • INSPECTION OF ROADWAY AT ENTRANCE, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS. AFTER SITE CONSTRUCTION IS COMPLETE AND ACCEPTED BY THE TOWN, IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN ALL STORMWATER MANAGEMENT IMPROVEMENTS AND ENSURE THAT THE SITE IS KEPT IN A CLEAN AND ORDERLY CONDITION. FOR THE FIRST 3 MONTHS AFTER CONSTRUCTION, INSPECTION OF ALL IMPROVEMENTS SHALL BE PERFORMED AFTER ANY MAJOR STORM EVENT (GREATER THAN 0.5 INCHES OF RAIN IN A 24-HOUR PERIOD). AFTER 3 MONTHS, INSPECTIONS SHALL BE PERFORMED SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL. INSPECTION AND MAINTENANCE SHALL INCLUDE, AT A MINIMUM BUT NOT LIMITED TO, THE FOLLOWING: • PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO EXCEED WEEKLY FOR LITTER AND DEBRIS. IF APPLICABLE, SWEEP AT LEAST TWICE A YEAR, WITH THE FIRST SWEEPING OCCURRING AS SOON AS POSSIBLE AFTER FIRST SNOW MELT, AND THE SECOND, SWEEPING NOT LESS THAN 90 DAYS FOLLOWING THE FIRST. • GRAVEL DRIVES 44D PARKING/STORAGE AREAS: INSPECT GRAVEL DRIVEWAY AND PARKING/LAYDOWN AREAS SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL, AND REMOVE ACCUMULATED SEDIMENT. IF SEDIMENT HAS MOUNDED ALONG THE EDGE OF THE GRAVEL STORAGE/LAY DOWN AREA HINDERING STORMWATER FLOW TOWARD THE ADJACENT VEGETATED AREAS, REGRADE AS NECESSARY TO ALLOW SHEET FLOW TO THE THESE AREAS. REVEGETATE ANY DISTURBED AREAS ADJACENT TO THE GRAVEL STORAGE/LAY DOWN AREA THAT OCCUR DURING THIS MAiNTENANCE PROCEDURE TO PROVIDE PERMANENT STABILIZATION. • VEGETATED AREA;"). INSPECT ALL VEGETATED AREAS OF THE SITE SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM THE GRAVEL STORAGE/LAY DOWN ARE FROM FLOWING INTO THE VEGETATED FILTER STRIPS, VEGETATED SLOPE AND PEA GRAVEL FILTER DIAPHRAGM. REVEGETATE ANY DISTURBED AREAS IMMEDIATELY TO PROVIDE PERMANENT STABILIZATION. REMOVE AND REPLACE OR REVEGETATE ANY AREAS THAT DO NOT HAVE A SUITABLE STAND OF GRASS OR ANY SCOURED AREAS. • PEA GRAVEL FILIER DIAPHRAGM: INSPECT PEA GRAVEL FILTER DIAPHRAGM IMMEDIATELY FOLLOWING STORM EVENTS. IF SURFACE PONDING OCCURS IN THE DIAPHRAGM 72 HOURS AFTER A STORM EVENT, A QUALIFIED CONTRACTOR SHOULD INSPECT THE DIAPHRAGM TO ENSURE THAT SEDIMENT HAS NOT ACCUMULATED ON TOP OF THE FILTER FABRIC AND PROHIBITING INFILTRATION. REMOVE ACCUMULATED SEDIMENT AS REQUIRED TO MAINTAIN PROPER FUNCTION. . -'' ✓- i �%�;�� r �,, � ,.. � ,. �,. • 29102 DAVID C. McKAY, P -E. - LICENSE NO. DATE EDGE OF W ROADWAY F v w O PAVEMENT AND ROAD BASE TO a EXTEND 3"+ BEYOND BACK OF CURB Ln C 3" ± L O 4-J m O V)U i ti BACKING TO TOP OF CURB ko ko Ln BITUMINOUS CONCRETE LIP CURB DETAIL N NOT TO SCALE 0 ti U O CL O 2017 BOUNDARIES LLC nM THIS DRAWING IS THE PROPERTY OF BOUNDARIES 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 U OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. CL. EDGE OF GRAVEL PARKING AREA ELEV=257.3 VEGETATED FILTER STRIP 5' 59 SLOPE -- ELEV=257.0 STABILIZE WITH EROSION CONTROL BLANKET (TENSAR N.A. GREEN ERONET SC 150 INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS). SEED WITH NEW ENGLAND WETLAND PLANTS INC. CONSERVATION/WILDLIFE SEED MIX (OR EQUAL) VEGETATED FILTER VEGETATED SLOPE FILTER STRIP DIAPHRAGM 27' 5' 2' r ELEV=248.0 59 SLOPE ELEV=247.7 VEGETATED FILTER STRIP, VEGETATED SLOPE AND FILTER DIAPHRAGM DETAIL No. TO sfaic 4" OF PEA GRAVEL ABOVE FILTER FABRIC OVERLAP 6" 1 318" WASHED PEA GRAVEL M1RAFi 140N FILTER FABRIC OR APPROVED EQUAL 24" WIDTH PEA GRAVEL FILTER DIAPHRAGM PROVIDE BITUMINOUS CONCRETE AND GRAVEL BASE COURSES IN ACCORDANCE WITH DETAIL NOT TO SCALE 0 R N REMOVE EXISTING BITUMINOUS PAVEMENT 12" MIN. FROM THE EXISTING EDGE. EXISTING BASE MATERIAL TO REMAIN AND COMPACTED TO OPTIMUM DENSITY EXISTING PAVEMENT DEPTH UNKNOWN WR - NOTE: 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12" FROM THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE. 2. REMOVE ENTIRE WIDTH OF PAVEMENT AND COMPACT EXISTING BASE MATERIAL TO REMAIN. J. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED CAPACITY OF 90 PSI. 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE WITH THE PROPOSED EDGE TYPICAL CROSS SECTION FOR MATCHING EXISTING AND PROPOSED PAVEMENT NOT TO SCALE "APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION" CHAIRMAN OR SECRETARY OF THE COMMISSION DA7E ANTI -TRACKING PAD NOT TO suiE )T 13 STONE AERIC THIS PROPOSAL INVOLVES A 0.94+ ACRE PARCEL OF LAND IDENTIFIED AS 14 ENTERPRISE LANE IN THE OAKDALE SECTION OF THE TOWN OF MONTVILLE, CONNECTICUT (ASSESSOR'S IDI 002-005-00D). THE SUBJECT PROPERTY CURRENTLY CONTAINS A 1,6271 SQUARE FOOT COMMERCIAL BUILDING THAT IS OCCUPIED BY 'THE DRIVEWAY GUYS" PAVING CONTRACTORS. VEHICLES, EQUIPMENT AND MATERIALS RELATED TO THE BUSINESS ARE ALSO STORED ON-SITE. THIS PLAN DEPICTS PROPOSED IMPROVEMENTS TO THE SUBJECT PROPERTY INTENDED TO BETTER ACCOMMODATE 'THE DRIVEWAY GUY'S" BUSINESS AND ACHIEVE ZONING COMPLIANCE TO THE ;SATISFACTION OF THE TOWN OF MONTVILLE PROPOSED IMPROVEMENTS INCLUDE: MODIFICATIONS TO EXISTING PARKING AND CIRCULATION DRIVES INCLUDING CREATING 2 DEFINED ENTRANCES SEPARATED BY A LANDSCAPED ISLAND AND A NEW PAVED APRON; CONSTRUCTION OF A NEW OUTDOOR STORAGE AREA INCLUDING MATERIAL STORAGE BINS CONSTRUCTED FROM MODULAR CONCRETE BLOCKS TO BE LOCATED TO THE REAR OF THE EXISTING BUILDING; MODIFICATIONS TO THE EXISTING PAVED PARKING LOT TO ACHIEVE ZONING AND ADA COMPLIANCE; RESTORATION OF EXISTING COMPACTED GRAVEL AREAS ADJACENT TO PROPERTY LINES, ADDITION OF LANDSCAPING IMPROVEMENTS; CONSTRUCTION OF A CONCRETE DUMPSTER PAD AND A 5' X 5' CONCRETE PAD ADJACENT TO THE ACCESS DOOR ON THE EASTERLY SIDE OF THE BUILDING; CONSTRUCTION OF 136' OF 6' HIGH VINYL STOCKADE FENCE ALONG THE WESTERLY PROPERTY LINE; AND CONSTRUCTION OF STORMWATER MANAGEMENT IMPROVEMENTS AS SHOWN. THE EXISTING SUBSURFACE SEWAGE DISPOSAL SYSTEM (SSOS) AS DEPICTED ON THIS PLAN IS BASED ON THE INSTALLER'S AS -BUILT OBTAINED FROM THE UNCAS HEALTH DISTRICT RECORDS. IN ORDER TO ENABLE VEHICULAR TRAFFIC ON TOP OF THE PRIMARY LEACHING AREA, THIS PLAN PROPOSES TO STRIP EXISTING OVERBURDEN FROM THE PRIMARY LEACHING TRENCH DOWN TO THE FILTER FABRIC, AND PLACE AT LEAST 12" OF COMPACTED PROCESSED GRAVEL OVER THE PRIMARY LEACHING TRENCH. NO VEHICULAR TRAFFIC IS PROPOSED ON THE EXISTING SEPTIC TANK, AS IT IS NOT AN H-20 RATED TANK. THERE ARE NO REGULATED INLAND WETLANDS ON THE SUBJECT PROPERTY AS DETERMINED BY DEMIAN A. SORRENTINO, CERTIFIED SOIL SCIENTIST. ACCORDING TO THE UNITED STATES DEPARTMENT OF ,AGRICULTURE (USDA), NATURAL RESOURCES CONSERVATION SERVICE (NRCS) WEB SOIL SURVEY FOR THE STATE OF CONNECTICUT, THE SOIL TYPES PRESENT ON THE SUBJECT PROPERTY ARE: MAP UNIT 848 - PAXTON & MONTAUK FINE SANDY LOAMS, 3-89 SLOPES; AND MAP UNIT 45C - WOODBRIDGE FINE SANDY LOAM, 8-159 SLOPES. THE SITE DEVELOPMENT HAS BEEN DESIGNED SO THAT RUNOFF FROM THE IMPROVED SITE WILL FOLLOW THE EXISTING DRAINAGE PATTERNS. STORMWATER FROM THE IMPROVED SITE FILL FLOW NORTHEASTERLY THROUGH A STORMWATER TREATMENT TRAIN CONSISTING OF A VEGETATED FILTER STRIP AT THE EDGE OF THE PROPOSED GRAVEL STORAGE/LAY DOWN AREA, A 3H: IV VEGETATED SLOPE, AN ADDITIONAL VEGETATED FILTER STRIP, AND A PEA GRAVEL FILTER DIAPHRAGM. STORMWATER FROM THE EXISTING PAVED PARKING AREA WILL CONTINUE TO FLOW NORTHWESTERLY TO THE GRASSED AREA ON THE WESTERLY SIDE OF THE BUILDING. EROSION CONTROL MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION INCLUDE A CONTINUOUS SEDIMENT FENCE BARRIER DOWNGRADIENT OF THE PROPOSED CONSTRUCT70N AREA. EROSION CONTROL MEASURES WILL BE INSTALLED PRIOR TO MAJOR SITE DISTURBANCE AND WILL BE MAINTAINED THROUGHOUT THE PROJECT. AFTER CONSTRUCT70N IS COMPLETE, ALL DISTURBED AREAS SHALL BE LOAMED (4" MINIMUM) AND SEEDED WITH GRASS FOR PERMANENT STABILIZATION. EROSION CONTROL MEASURES WILL BE REMOVED ONLY AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. CONSTRUCTION SEQUENCE I. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS. 2. CLEAR ALL VEGETAT70N WITHIN THE PROPOSED DEVELOPMENT AREA. 3. INSTALL SEDIMENT FENCE BARRIER DOWNGRADIENT OF THE PROPOSED CONSTRUCTION AREA AT THE LOCATION SHOWN. 4. GRUB VEGETATION, STRIP TOPSOIL AND STOCKPILE AT LOCATION SHOWN. 5. ROUGH GRADE NEW PARKING AREAS, CIRCULATION DRIVES, AND STORAGE/LAYDOWN AREAS TO SUBGRADE ELEVATION. PLACE AND COMPACT TRAFFIC BOUND GRAVEL SURFACE WHERE INDICATED. 6. PREPARE SUBGRADE FOR NEW BITUMINOUS CONCRETE PAVEMENT FOR EXPANSION OF EXISTING PAVED PARKING AREA AND NEW PAVED APRON. INSTALL BITUMINOUS CONCRETE PAVEMENT AND BITUMINOUS CONCRETE LIP CURB. INSTALL BOULDER ROW AT LOCATION SHOWN. 7. PAINT PAVEMENT MARKINGS AS SHOWN AND INSTALL SIGNAGE FOR ADA VAN ACCESSIBLE PARKING SPACE. 8> FINISH GRADE VEGETATED FILTER STRIPS, VEGETATED SLOPE AND CONSTRUCT PEA GRAVEL FILTER DIAPHRAGM. 9. INSTALL 5' X 5' CONCRETE PAD ON EASTERLY SIDE OF BUILDING, CONCRETE DUMPSTER PAD, AND STOCKADE FENCE. 10. INSTALL LANDSCAPING, LANDSCAPE MULCH, AND IMMEDIATELY LOAM ALL DISTURBED AREAS WITH 4" MINIMUM OF TOPSOIL, SEED AND MULCH. 11. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES. PACK STRAW BETWEEN BALES 2" X 2" X 36" STRAW BALE HARD WOOD STAKE 1 _ _ (2 PER BALE) i t I I I I COMPACTED i t i t i t I I I I BACKFILL i t I I I I I I FLOW II 12"MIN. 4" MIN NO 1. USE SINGLE OR DOUBLE BALE HEIGHT AS REQUIRED. STAKED HAY BALE BARRIER_ 6' HIGH STOCKADE FENCE (ALL POSTS R BE PROPERT) ANCHOREL CONCRETE PAL NOT TO SCALE NOTE: (AS REQUIRED) 1. FOR OVERALL DIMENSIONS OF CONCRETE PAD SEE SITE PLAN 2. LATTICE IS SHOWN AS OPTION, NOT CONSTRUCTION STANDARD. IDUMPSTER ENCLOSURE DETAIL NOT TO SCALE 4" MIN. 7 OPERATION & MAINTENANCE OF EROSION CONTROLS NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION AND EROSION CONTROL METHODS HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES. ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT EROSION AND SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. ALL AREAS AFFECTED BY TEMPORARY FILLS MUST BE RESTORED TO THEIR ORIGINAL CONTOURS, AND REVEGETATED WITH SUITABLE VEGETATION. THE USE OF TEMPORARY FILL AND/OR EXCAVATION SHALL BE MINIMIZED TO ONLY THAT AREA REQUIRED TO PERFORM THE WORK. DUMPING OF OIL Of? OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE DEVELOPER OR CONTRACTOR 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 IMMEDIATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION/HAZARDOUS MATERIALS OFFICE. FAILURE TO DO SO MAY RESULT IN THE IMPOSITION OF FINES UNDER THE APPLICABLE CONNECTICUT GENERAL STATUTES. EVERY PRECAUTION SHALL BE USED DURING CONSTRUCTION TO PREVENT AND MINIMIZE THE DEGRADATION OF THE EXISTING WATER QUALITY. ALL AC77WTIES SHALL BE IN CONFORMANCE TO AND CONSISTENT WITH ALL APPLICABLE WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY LOCAL, STATE AND FEDERAL AGENCIES. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL MEASURES, SAID MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINSTORM. ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL BARRIERS, AND UPON ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. SUCH MATERIALS REMOVED SHALL BE SPREAD AND STABILIZED IN NON -WETLAND AREAS WHICH ARE NOT SUBJECT TO EROSION, OR WFIICH ARE NOT TO BE PAVED OR BUILT UPON. HAY BALES, SEDIMENT FENCE AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REPAIRED, CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIOD IN ORDER TO MAINTAIN COMPLETE AND INTEGRAL EROSION AND SEDIMENT CONTROL PROTECTION. ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REMAIN IN PLACE AND IN PROPER CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL FINAL GRADING HAS BEEN COMPLETED, ALL DISTURBED AREAS UPGRAOIENT OF SAID FACILITIES HAVE BEEN PERMANENTLY STABILIZED, AND ALL NEWLY GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS. FOLLOWING SUCH PERMANENT STABILIZATION, THE FACILITIES 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 ENGINEER OR TOWN STAFF. DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE THE PROPOSED DEVELOPMENT. ALL EXISTING TREES AND SHRUBS SHALL BE CONSERVED WHERE POSSIBLE, EXCEPT THOSE WHOSE REMOVAL 1S REQUIRED TO PERFORM THE PROPOSED WORK. THE LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION ACTIVITIES AND SHALL BE GENERALLY AS DEPICTED ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING OF THE SITE IN ACCORDANCE WITH THE PROCEDURES AS OUTLINED IN THE "GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES" AS ADOPTED BY THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTEC77ON, EFFECTIVE ON OCTO3ER 1, 2013. THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF ALL RAIN EVENTS. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS. DURING CONSTRUCTION AND IMMEDIATELY FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE SEDIMENTATION AND EROSION CONTROL SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: * INSPECTION OF ALL SEDIMENT FENCE, REMOVE ACCUMULATED SEDIMENT IF REQUIRED (GREATER THAN 4" DEPTH) * INSPECTION OF ALL DRIVEWAY AND PARKING AREAS AFTER PAVING, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO INSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO DOWNSTREAM WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN PLACE WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS AN%R AS ORDERED BY TOWN STAFF OR THEIR DESIGNATED AGENT THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL BE PERSONALLY RESPONSIBLE FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE CONSTRUCTION PERIOD. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSIBILITY, ANi, CONVEYING A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE OF THE LAND IS TRANSFERRED TO A THIRD PARTY EROSION CONTROL NOTES 1. THE RESPONSIBLE PARTY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE THE SITE CONTRACTOR, WHO HAS YET TO BE DETERMINED. 2. THE "2002 CON14EC77CUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVA77ON IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION, CT DEEP BULLETIN 34, SHALL BE REFERENCED FOR PROPER METHODS OF INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL ADD177ONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR TOWN STAFF. 3. SEEDING FOR PERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE TIMES, APPLY TEMPORARY MULCH UNTIL THE NEXT SEEDING TIME. SEED MIXTURE SHALL BE AS FOLLOWS: ALL 2:1 SLOPE AREAS (UNLESS OTHERWISE NOTED) 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 OTHER GRASSED AREAS (INCLUDING WATER QUALITY BASIN) KENTUCKY BLUEGRASS 20 LBS/ACRE OR 0.45 LBS/1,000 SF CREEPING REL FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF PERENNIAL RYEGRASS 5 LBS/ACRE OR 0.10 LBS/1,000 SF MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 100-200 BALES PER ACRE 4. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS AND REPAIRED OR REPLACED AS NECESSARY TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN. STORMWATER QUALITY MEASURES OPERATION & MAINTENANCE DURING CONSTRUCTION AND IMMEDIATELY POST CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE STORMWATER MANAGEMENT SYSTEM. INSPECTING AND MA114TAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: • INSPECTION OF VEGETATED FILTER STRIPS AND VEGETATED SLOPES BETWEEN THE EDGE OF TRAFFIC BOUND GRAVEL SURFACE AND PEA GRAVEL FILTER DIAPHRAGM. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM FLOWING TOWARD THIS AREA, REVEGETATE IF NECESSARY TO PROVIDE STABILIZATION. EROSION CONTROL BLANKET SHALL BE INSTALLED ON ALL 3H:1 V SLOPES. • INSPECTION OF PEA GRAVEL DIAPHRAGM, REMOVE ACCUMULATED SEDIMENT FROM FILTER FABRIC AS REQUIRED. • INSPECTION OF JILL DRIVEWAY AND PARKING AREAS AFTER CONSTRUCTION, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS: • INSPECTION OF ROADWAY AT ENTRANCE, REMOVE ACCUMULATED SEDIMENT AND ANY LITTER/DEBRIS. AFTER SITE CONSTRUCTION IS COMPLETE AND ACCEPTED BY THE TOWN, IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN ALL STORMWATER MANAGEMENT IMPROVEMENTS AND ENSURE THAT THE SITE IS KEPT IN A CLEAN AND ORDERLY CONDITION. FOR THE FIRST 3 MONTHS AFTER CONSTRUCTION, INSPECTION OF ALL IMPROVEMENTS SHALL BE PERFORMED AFTER ANY MAJOR STORM EVENT (GREATER THAN 0.5 INCHES OF RAIN IN A 24-HOUR PERIOD). AFTER 3 MONTHS, INSPECTIONS SHALL BE PERFORMED SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL. INSPECTION AND MAINTENANCE SHALL INCLUDE, AT A MINIMUM BUT NOT LIMITED TO, THE FOLLOWING: • PAVED AREAS: INSPECT ON A REGULAR BASIS NOT TO EXCEED WEEKLY FOR LITTER AND DEBRIS. IF APPLICABLE, SWEEP AT LEAST TWICE A YEAR, WITH THE FIRST SWEEPING OCCURRING AS SOON AS POSSIBLE AFTER FIRST SNOW MELT, AND THE SECOND, SWEEPING NOT LESS THAN 90 DAYS FOLLOWING THE FIRST. • GRAVEL DRIVES 44D PARKING/STORAGE AREAS: INSPECT GRAVEL DRIVEWAY AND PARKING/LAYDOWN AREAS SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL, AND REMOVE ACCUMULATED SEDIMENT. IF SEDIMENT HAS MOUNDED ALONG THE EDGE OF THE GRAVEL STORAGE/LAY DOWN AREA HINDERING STORMWATER FLOW TOWARD THE ADJACENT VEGETATED AREAS, REGRADE AS NECESSARY TO ALLOW SHEET FLOW TO THE THESE AREAS. REVEGETATE ANY DISTURBED AREAS ADJACENT TO THE GRAVEL STORAGE/LAY DOWN AREA THAT OCCUR DURING THIS MAiNTENANCE PROCEDURE TO PROVIDE PERMANENT STABILIZATION. • VEGETATED AREA;"). INSPECT ALL VEGETATED AREAS OF THE SITE SEMI-ANNUALLY, PREFERABLY IN THE SPRING AND FALL. REMOVE ANY LITTER/DEBRIS AND ACCUMULATED SAND/SEDIMENT THAT PREVENTS RUNOFF FROM THE GRAVEL STORAGE/LAY DOWN ARE FROM FLOWING INTO THE VEGETATED FILTER STRIPS, VEGETATED SLOPE AND PEA GRAVEL FILTER DIAPHRAGM. REVEGETATE ANY DISTURBED AREAS IMMEDIATELY TO PROVIDE PERMANENT STABILIZATION. REMOVE AND REPLACE OR REVEGETATE ANY AREAS THAT DO NOT HAVE A SUITABLE STAND OF GRASS OR ANY SCOURED AREAS. • PEA GRAVEL FILIER DIAPHRAGM: INSPECT PEA GRAVEL FILTER DIAPHRAGM IMMEDIATELY FOLLOWING STORM EVENTS. IF SURFACE PONDING OCCURS IN THE DIAPHRAGM 72 HOURS AFTER A STORM EVENT, A QUALIFIED CONTRACTOR SHOULD INSPECT THE DIAPHRAGM TO ENSURE THAT SEDIMENT HAS NOT ACCUMULATED ON TOP OF THE FILTER FABRIC AND PROHIBITING INFILTRATION. REMOVE ACCUMULATED SEDIMENT AS REQUIRED TO MAINTAIN PROPER FUNCTION. . -'' ✓- i �%�;�� r �,, � ,.. � ,. �,. • 29102 DAVID C. McKAY, P -E. - LICENSE NO. DATE SCALE: As Noted DATE: October 2017 JOB I.D. NO. 17-2566 Revisions Rev. "A" - Per Staff Review Comments -11/10/17 Rev. "B" - Per Engineer's 2nd Comments -11/28/17 SHEET NO. 3 / 3 v L 4-J V)U •`U V J U J 0 o Q) U dW v - Q� fu (A C -0 0 °- 0 Cu F-.-J 0L O CZ v Q Q - CZ L - -I--� 0 Cu CL C: 4-J ^` L. +-Jo > fa 4-' 0 U o s- 0 z Co ® Cu 4-J 0 J E v � v .-J � C:0 w E SCALE: As Noted DATE: October 2017 JOB I.D. NO. 17-2566 Revisions Rev. "A" - Per Staff Review Comments -11/10/17 Rev. "B" - Per Engineer's 2nd Comments -11/28/17 SHEET NO. 3 / 3