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Home My WebLink AboutSite PlanPROPERTY LINE BUILDING LINE ( ANGLE POINT 500 EXISTING CONTOUR 500 PROPOSED CONTOUR • IP SET IRON PIN TO BE SET SET POSTS / EXCAVATE 6" X 6" TRENCH / SET POST WIRE FENCING-- DOWNSLOPE/STAPLE WIRE MESH FILTER FABRIC FENCING TO POSTS / ATTACH FILTER FABRIC TO FENCING / EXTEND INTO TRENCH BACKFILL TRENCH / COMPACT EXCAVATED SOIL COMPACTED BACKFILL_ -00--1 _FLOW _ \ i TRENCH CUT __/ 6" TO 8" DEEP 6" TO 8" WIDE FOLD FABRIC UP SLOPE 2"X4"X5' STAKES DRIVEN INTO GRADE 12" MIN., SET 8' TO 10' APART, AND CANTED 10' INTO SLOPE SILTFENCE DETAIL SYSTEM .D.VSIGN — LOr 5 THE SANITARY SYSTEM IS DESIGNED FOR A PROPOSED 4 BEDROOM HOUSE BASED ON A PERCULATION RATE OF 12 MIN/INCH. THIS REQUIRES 900 SQ.FT. OF EFFECTIVE LEACHING AREA USING 3' WIDE TRENCHES, 300 LINEAR FEET OF TRENCH IS REQUIRED, USE 3 TRENCHES, 100 FEET IN LENGTH, 12 FEET ON CENTERS. A 1,250 GALLON, 2 COMPARTMENT SEPTIC TANK IS REQUIRED. LEACHING AREA REQUIRED - 900 SQ.FT. LEACHING AREA PROVIDED - 900 SQ.FT. RESERVE AREA PROVIDED - 908.8 SQ.FT, LOT #003 SEQUENCE OF ACTIVITY — HOUSE LOT DEVELOPMENT 1. LIL41TS OF DISTURBANCE. Upon approval of Individual site plan development, the limit of development shall be establishedin the field for each proposed structure. Disturbance Ilmits shall be 25-35 feet beyond the proposed building and shall be bounded by staked hayboles or alit fence. 2. EROSION CONTROLS. Area to be disturbed shall be bounded by staked hayboles or slit fence. All erosion controls, Including slit fence and antrtracking pad, shall be Installed and inspected by the Land Use Planner/ZEO and Weiland Agent Prior To Stumps Being Pulled, Grubbing. Or Excavation. The Plonner/�ZEO and Wetland Agent may modify the erosion control requirement based on field conditions so as to adequately control erosion and siltation from the site. 3. TREES CLEARED . Trees shall be cleared and cut to length and stacked or removed from site. Then the pulling of stumps, grubbing and or excavation will begin.. 4. DRIVEWAYS. All driveway and driveway shoulders shall be stripped, graded as shown on plan, and gravelled. All driveway shoulders shall be stabilized Immediately upon grading, either by diverting runoff. mulching, or seeding and seeding and haybales.sllt fence or other approved measurres the soma day that cuts are made. 5. TOPSOIL All topsoil shall be stripped and saved in an area as shown on the pian or as approved by the Planner and Wetland Agent. Topsoil shall not be removed from the site except as In compliance with the Zoning Regulations. 6. CONSTRUCTION AND DISTURURBED AREA. Excavation and construction shall commence following Inspection and approval of erosion control and construction of the driveway. The disturbed area shall be so as to contoln 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 order to minimize erosion and uncontrolled runoff during the winter months. 8. DRAINS. Foundation and curtain drains shall be Installed as shown on the approved plan, ANY CHANGES TO THE LOCATION OF THE DRAINS OR THE ADDITIONS 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 LOT AS LONG AS THEY ARE NEEDED TO CONTROL EROSION AND SEDIMENTATION. 11. All EAS controls shall be Inspevted on a daily basis and maintained as necessary until all disturbed areas are permanantly revegetoed or otherwise stabilized. 'SUBDIVISION PLAN PREPARED FOR BRIAN P. L BRENDA LEE McNAMARA, 191 DOYLE ROAD, MONTVILLE, CONNECTICUT, BOUNDARY', SCALE 1' = 40', FILE#2003083 BND, DATED 4/30/2003, REVISED TO 11/04/03 BY CME/CPK DESIGN GROUP, LOT #000 CT. LOC.# 11-)Q 0 WF7B • 1 - f i LOT #004 r AREA i 85,630SQ,FT. i 1.97 ACRES I i f ! i 1.tF88 F13B r (A -- o' F I i r r + 1 'tel / 4' OUTLET- ra� 432,00`- _ � t . ; _ M CP I 3 ;� - - 4 _ _ - 18,75' 4m 1 '�. GAR. PROPOSED 4 .BR HOUSE i IP SU QF*443.V P P'. 4 , t IP SET _ i f '.46. ' I '` 1` 1 .00 1 idi i JA 4 i GR IN TI #S AREA 4 _ _-_r. TO BE CUT TO 442.x" { y r \ ! W \ \ 4 W-40- , i : '/ 124-4" Pte/ 5A "1 2 5 -'f2'-4' PVC 1 M j \ .. TFX- _ 5D ' RES,ERVE C27' GALL 3 E 1 3 �-__ _,7- --�� _— - /U QJ i 45' - - - - 3 w j N '~ 62'36/26*E 160.00 IIZ/iilf • GRAPHIC SCALE 1 4i ( IN FEET ) 1 inch = 20 ft. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON, THi-- DRAA1t4r, I( NiaT VALID UNLESS IT BEARS AN EM6 ,,'S[u 3h C"01-10RED INK '1EnL- ANG OR16INAL COLORED SIGNATURE ROBERT W. HELLSTROM, L.S. - #13626 FINISHED GRADE 6" MIN. FILTER.� FABRIC "�'tPE,7 6. - - - ); "Y r y 1 120 MINIMUM 18" MOT -1 LNG MINIMUM 48" LEDGE TYPICAL TRENCH DETAIL N.T.S. TEST HOLE #5C 0' - 6' ORGANIC 6 - 30' BROWN SANDY LOAM 30 - 94' SAND AND GRAVEL NO WATER NO LEDGE NO MOTTLING 1 2126/04 MIRROR HOUSE do MOVE SEPTIC FIELD NO. DATE DESCRIPTION `ZEST HOLE #5D 0' - 4' ORGANIC 4 - 35' BROWN SANDY LOAM 35 - 84' SAND AND GRAVEL NO WATER N1 LEDGE NO MOTTLING ROB HELL STI.R. OM LAND SURVEYING 3� MAIN c_�TI!ELT HEBRON, CT. P.O. BOX COLUMBIA, CT. 060237-0497 (860) 2_28-9853 DATE JANUARY 12, 2004 Z s�o` NI v '1 1V 4: I c,+ to W � +1 IN L16010 ' N 62'36'26"E BOUNDARY DETAIL 1 " _ 200' PERCOLATION RA TZ MIN INCHES PER UNCAS HFAI.'TH DIST'RIC1' 4/14/03 TEST HOLE #5A TEST HOLE #5B Of - 5' ORGANIC 0' - 3' ORGANIC 5 - 30' BROWN SANDY LOAM 3 - 29' BROWN SANDY LOAM 30 — 84' SAND ANIS GRAVEL 29 - 88' SAND AND GRAVEL 55 NO WATER 20-1/8 a NO WATER NO LEDGE NO LEDGE NO MOTTLING NO MOTTLING TEST HOLE #5C 0' - 6' ORGANIC 6 - 30' BROWN SANDY LOAM 30 - 94' SAND AND GRAVEL NO WATER NO LEDGE NO MOTTLING 1 2126/04 MIRROR HOUSE do MOVE SEPTIC FIELD NO. DATE DESCRIPTION `ZEST HOLE #5D 0' - 4' ORGANIC 4 - 35' BROWN SANDY LOAM 35 - 84' SAND AND GRAVEL NO WATER N1 LEDGE NO MOTTLING ROB HELL STI.R. OM LAND SURVEYING 3� MAIN c_�TI!ELT HEBRON, CT. P.O. BOX COLUMBIA, CT. 060237-0497 (860) 2_28-9853 DATE JANUARY 12, 2004 Z s�o` NI v '1 1V 4: I c,+ to W � +1 IN L16010 ' N 62'36'26"E BOUNDARY DETAIL 1 " _ 200' PERCOLATION RA TZ MIN INCHES 0 11-1/2" 5 13-5/8" 10 14-5/8" 15 15-3/8- 20 16-1/8- 6-1/8"25 25 17" 30 17-1/2- 7-1/2"35 35 18" 40 18-1/2- 8-1/2"45 45 19" 50 119-3/8- 55 19-3/4' 60 20-1/8 a RATE = 12 MiN/PER INCH ,MLSS NO REQUIREMENT — ENGINEERED SEPTIC SYSTEM NOT REQUIRED IAP STANDARD NOTES 1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20--300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES 'MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY PERFORMED IS A SITE PLAN, DETERMINATION IS BASED ON A RESURVEY OF PROPERTY AND CONFORMS TO THE A-2 CLASS OF ACCURACY, 2. TOPOGRAPHIC FEATURES, IF SHOWN HEREON,WERE PREPARED IN ACCORDANCE WITH CLASS T- D. 3, PROPOSED CONTOURS ARE FROM ORIGINAL SUBDIVISION, MONTVILLE SHEET# SCALE n U.KA (;E 1L1.N 1) U LOT 4 19,]* DOYLE ROAD 1 " : 20 1 JOB# FILE # CONNECTICUT