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Home My WebLink AboutSite PlanNOT TO SCALE PLACEMENT AND CONSTRUCTION OF SYNTHETIC FILTER BARRIER POSTS I .)SET POSTS AND 2.) STAPLE THE ANGLE 10* EXCAVATE A 6"X 6" WIRE MESH I TRENCH, SET POSTS Z FENCING TO UPSLOPE FOR DOWN SLOPE. FENCING END POST, STABILITY AND SELF CLEANING. MIN. DEPTH 3.) ATTACH FILTER FABRIC '-)s' E' TRENCH, D AND CLEANING. 2-t wn L 71 '64T FILTER FAB TO THE WIRE FENCING 4.) BACKFILL THE Rj TRENCH AND AND EXTEND IT TO COMPACT THE THE HE TRENCH. EXCAVATED SOIL. BACKFILL BOTTOM OF DRAINAGEWAY A B B A PLAN VEIW ELEVATION POINTS "A" SHOULD BE HIGHER THAN POINTS "B". U.S. DEPARTMENT OF AGRICULTURE, SOILS CONSERVATION SERVICE: STORRS, CONNECTICUT M EXISTING CONTOUR EXISTING CONTOUR LOTLINE STONEWALL SILT FENCE – — — — — — — — — — — – BUILDING LINE BIT, LIP CURBING 1281 PROPOSED -CONTOUR CLEARING LIMIT NOTE: CONTACT TOWN OF MONTVILLE WPCA FOR SEWER CONNECTION PERMIT AND TIE IN SPEC. S (860-848-3030 EXT. 311) 1.) LOT BOUNDARY DATA TAKEN FROM A MAP ENTITLED "MONTVILLE ESTATES CLUSTER SUBDIVISION, MONTVILLE, CONNECTICUT, SUBDIVISION PLAN, SHEET NO. 2, PREPARED FOR MONTVILLE LAND DEVELOPMENT, LLC, SCALE: 119=100' 'DA TE., 3130107 LA S T REV. 6118107, CLA ENGINEERS, INC. 317 MAIN STREET, NORWICH, CONN,, ROBERT L. MULLEN L, S. NO, 12331, GRAPHIC SCALE IN FEET 30 0 30 60 90 120 4HOLE RIM =432.00' ss -l-____ SS__1_ SG CN 4 UTLITIES '22 SS___ 0 0 jW REFER TO THE 2002 GUIDELINES F OR SOIL EROSION AND SEDIMENT CONTROL DEP BULLETIN EFF. MAY 2002, THE CONTRA CTORSHALL REFER TO THIS DOCUMENT A S NECESSARY To MEET ANY UNFORESEEN SITE CONDITIONS DURING CONSTRUCTION, REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES: CONTROL MEASURES WILL CONTINUE TO BE MAINTAINED UNTILL THE SITE HAS STABILIZED. STABILIZATION IS UNDERSTOOD TO MEANALL STORMWATER RUNOFF IS OCCURING ON SURFACES THAT ARE PERMANENTLY PROTECTED FROM EROSION AND THE PRODUCTION OF SEDIMENT MAINTENCE REQUIREMENTS FOR CONTROL MEASURES: SILTFENCE OR HAYBALE BARRIERS -INSPECT ONCEIWEEK OR AFTER ALL RAIN EVENTS OF 0.51' OR GREATER. REMOVE SEDIMENT DEPOSITS OF 6" OR GREATER. MAINTAIN SILT FENCE INTEGRITY WITH NEED REPAIRS AND REPLACE ANY ROTTED OR DISTURBED HAYBALES. CONSTRUCTION ENTRANCE: MAINTAIN ENTRANCE INA CONDITION THAT WILL PREVENT TRACKINGIWASHING OF SEDIMENT ONTO PAVED SURFACES, PROVIDE PERIODIC TOP DRESSING OF STONE AS NEEDED. EXTEND LENGTH OF ENTRANCE AS WARRANTED, IMMEDIATELY REMOVE SEDIMENT DEPOSITS TRACKED ONTO PAVED AREAS. ff,; 5!ii 1 11111, TEMPORARY STABILIZATION METHODS USING A HEAVY MULCH OF WOOD CHIPS ON SLOPES OR DRAINAGE CHANNELS TO BE APPLIED AS REQUIRED. DRIVEWAY WATER BARS SHALL BEINSTALLEDAS SHOWN ON THIS PLAN. REVISED LOCATIONS OF BARS OR ADDITIONAL BARS TO BE ADDED AS NEEDED. GRASS MIX FOR TEMPORARY SEEDING SHALL BEA CONTRACTORS MIX OR EQUAL RAKED OR ROLLED INTO SOIL. PERMANENT SEEDING SEED THE GRADED SLOPES OF THE DRIVEWAY WITH A SEED MIXTURECONTAINING A HIGH PERCENTAGE OF CREEPING RED FESCUE AND PERENNIAL R YEGRASS, MULCH THE SEED BED TO OBTAIN A 90% SURFACE COVERAGE, % % �p 1b 7 > co 1. 84 8 ACRES PROPOSED 415x0 WELL IV 4� 50, 415x6 r S44 RA 424. CLEAN C OUT 401F y INSTALL 4<d4 l ENTRANCE N PAD 4,4 .SS 4-4,14 SS -1 '411* VO tF52`1948" R=30,000 L=27.40' ;1 ---ss____ ___SS__ PVC -PIPE :r,74` 9'22" R:z6000, go - \.- I L=77.8_3�' SEQUENCE OF ACTIVITY- HOUSE LOT DEVELOPMENT RL^N \/IF=\/V 1. LIMIT OF DISTURBANCE. Upon approval of site plan the limits of development shall be established in the field 2"X3' STAKE for each proposed structure. Disturbance limits shall be A S- SHOWN and shall be bounded by staked haybales, sift fence or wood chips. BALES BUTTED or removed from the site, TOGETHER 2"X273' BALES TO BE DUG haybales or silte fence. All erosion controls, including sift fence and NTo GROUND INTO 100 PlannerIZEO and Wetlands Agent PRIOR TO STUMPS BEING PULLED, GRUBBING, OR EXCAVATION. The PlannerIZEO and Wetlands Agent #WPM 60FMW� may modify the erosion control requirements based on field conditions so as to adequately control erosion and siltation from the site, o STAKES E3 L- H ^")r^EE graded as shown on plan, and graveled. All driveway shoulders shall be (2 PER/BALE) stabilized immediately upon grading, either by diverting runoff, mulching, or seeding and mulching (depending on the season). N.T.S. 5, TOPSOIL. All topsoil shall be stripped and saved in an area as shown 4HOLE RIM =432.00' ss -l-____ SS__1_ SG CN 4 UTLITIES '22 SS___ 0 0 jW REFER TO THE 2002 GUIDELINES F OR SOIL EROSION AND SEDIMENT CONTROL DEP BULLETIN EFF. MAY 2002, THE CONTRA CTORSHALL REFER TO THIS DOCUMENT A S NECESSARY To MEET ANY UNFORESEEN SITE CONDITIONS DURING CONSTRUCTION, REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES: CONTROL MEASURES WILL CONTINUE TO BE MAINTAINED UNTILL THE SITE HAS STABILIZED. STABILIZATION IS UNDERSTOOD TO MEANALL STORMWATER RUNOFF IS OCCURING ON SURFACES THAT ARE PERMANENTLY PROTECTED FROM EROSION AND THE PRODUCTION OF SEDIMENT MAINTENCE REQUIREMENTS FOR CONTROL MEASURES: SILTFENCE OR HAYBALE BARRIERS -INSPECT ONCEIWEEK OR AFTER ALL RAIN EVENTS OF 0.51' OR GREATER. REMOVE SEDIMENT DEPOSITS OF 6" OR GREATER. MAINTAIN SILT FENCE INTEGRITY WITH NEED REPAIRS AND REPLACE ANY ROTTED OR DISTURBED HAYBALES. CONSTRUCTION ENTRANCE: MAINTAIN ENTRANCE INA CONDITION THAT WILL PREVENT TRACKINGIWASHING OF SEDIMENT ONTO PAVED SURFACES, PROVIDE PERIODIC TOP DRESSING OF STONE AS NEEDED. EXTEND LENGTH OF ENTRANCE AS WARRANTED, IMMEDIATELY REMOVE SEDIMENT DEPOSITS TRACKED ONTO PAVED AREAS. ff,; 5!ii 1 11111, TEMPORARY STABILIZATION METHODS USING A HEAVY MULCH OF WOOD CHIPS ON SLOPES OR DRAINAGE CHANNELS TO BE APPLIED AS REQUIRED. DRIVEWAY WATER BARS SHALL BEINSTALLEDAS SHOWN ON THIS PLAN. REVISED LOCATIONS OF BARS OR ADDITIONAL BARS TO BE ADDED AS NEEDED. GRASS MIX FOR TEMPORARY SEEDING SHALL BEA CONTRACTORS MIX OR EQUAL RAKED OR ROLLED INTO SOIL. PERMANENT SEEDING SEED THE GRADED SLOPES OF THE DRIVEWAY WITH A SEED MIXTURECONTAINING A HIGH PERCENTAGE OF CREEPING RED FESCUE AND PERENNIAL R YEGRASS, MULCH THE SEED BED TO OBTAIN A 90% SURFACE COVERAGE, % % �p 1b 7 > co 1. 84 8 ACRES PROPOSED 415x0 WELL IV 4� 50, 415x6 r S44 RA 424. CLEAN C OUT 401F y INSTALL 4<d4 l ENTRANCE N PAD 4,4 .SS 4-4,14 SS -1 '411* VO tF52`1948" R=30,000 L=27.40' ;1 ---ss____ ___SS__ PVC -PIPE :r,74` 9'22" R:z6000, go - \.- I L=77.8_3�' SEQUENCE OF ACTIVITY- HOUSE LOT DEVELOPMENT 1. LIMIT OF DISTURBANCE. Upon approval of site plan the limits of development shall be established in the field for each proposed structure. Disturbance limits shall be A S- SHOWN and shall be bounded by staked haybales, sift fence or wood chips. 2, TREES CLEARED. Trees shall be cleared and cut to length and stacked or removed from the site, 3, EROSION CONTROLS. Disturbed area shall be bounded by staked haybales or silte fence. All erosion controls, including sift fence and antitrackingpad, shall be installed and inspected by the Land Use PlannerIZEO and Wetlands Agent PRIOR TO STUMPS BEING PULLED, GRUBBING, OR EXCAVATION. The PlannerIZEO and Wetlands Agent may modify the erosion control requirements based on field conditions so as to adequately control erosion and siltation from the site, 4. DRIVEWAY. All driveway and driveway shoulders shall be stripped, graded as shown on plan, and graveled. All driveway shoulders shall be stabilized immediately upon grading, either by diverting runoff, mulching, or seeding and mulching (depending on the season). 5, TOPSOIL. All topsoil shall be stripped and saved in an area as shown on the plan or as approved by the Planner and Wetlands Agent. Topsoil shall not be removed from the site except as in compliance with the CC Zoning Regulations. 0 6, CONSTRUCTIONAND DISTURBED AREA. Excavation and construction shall commence following inspection and approval of erosion 0 controls and construction of the driveway. The disturbed area shall be co graded so as to contain runoff within the lot to the greatest extent possible. 7, SITES IN WINTER. When a site will be open during the winter months, rough grading and 4-6 inch mulching must occur prior to construction in C0 order to minimize erosion and uncontrolled runoff during the winter months. 8, DRAINS. Roof water drains shall be installed as shown on the approved plan. ANY CHANGES TO THE L 0 CA TION OF THE DRAINS OR THE ADDITION OF ANY DRAINS SHALL BE APPROVED BY THE PLANNER AND WETLANDS AGENT PRIOR TO INSTALLATION. 9, COMPLETE SITE WORK. Finish grading shall occur as soon as possible on all lots where there is potential for erosion and for degradation of wetlands and watercourses. Lots shall be finish graded, seeded with perennial grasses suitable for the respective amount of sun or shade and mulched prior to Certificate of Zoning Compliance, 10. FINAL STABILIZATION. EROSION CONTROLS SHALL BE MAINTAINED ON THE LOTAS LONG AS THEYARE NEEDED TO CONTROL EROSION AND SEDIMENTATION. SITE IMPROVEMENT PLAN LIN AP BENCHMARK PROPOSED TOP MANHOLE ASSUMED EL. 417.20' ss -- LOT 2 SS___ E 1 mar EROSION CONTROL CONTACT LAND OWNER: FIL MONTVILLE, LLC 388 ORANGE STREET NEWHAVEN, CT. 06511 VOL. 584 PG. 690 MONTVILLE, CONNECTICUT PREPARED FOR FlL MONTVILLE, LLC SCALE. 1"=30' -DATE" NOV. 1112019