HomeMy WebLinkAboutSite PlanFIRM,
Remove topsoil and orge
prior to crushed stone placez
install 50'-6' d
Gradation D.O.T. N
or ASTM C-33 N
Crushed Stone
Over free draining backfi]
Road Stabilization Geotestil
necessary on unstable :
P
SITE INFORMATION
ASSESSORS MAP 72 LOT 43
OWNER DAVID WADDINGTON VOL 433, PAGE 28
ADDRESS 11 PEQUOT ROAD
APPROXIMATE PARCEL SIZE 0.75 ACRES
DEP SUB DRAINAGE BASIN # 3004
UPLAND REVIEW DISTURBANCE = 7100± SQ. ft.
PORTION OF THE PROPERTY LIES WITHIN 100 YEAR FLOOD ZONE
MAP REFERENCES:
1. "N.L.N.R.R. MAP SHOWING LOCATION OF PALMERTON SIDING IN THE TOWN OF
MONTVILLE COUNTY OF NEW LONDON" DEC. 6TH 1898 SCALE: 80FT TO 1 IN SHEET #5
THIS MAP IS FOUND IN THE MONTVILLE TOWN CLERKS HANGING FILE BUT IS NOT
INDEXED.
2. "RIGHT OF WAY AND TRACK MAP NEWLONDON NORTHERN R.R. CO. OPERATED BY THE
CENTRAL VERMONT RY. CO. STATION 52+80 TO STATION 105+60 SCALE 1 IN. -100 FT.
JUNE 30, 1917" OFFICE OF VALUATION ENGINEER. ST. ALBANS. VERMONT. V-1 /S -7B
3. "PLAN & PROFILE SEWERLINE FROM PEQUOT ROAD TO HAMMEL LANE D.W.
TRANSPORT & LEASING PEQUOT ROAD, MONTVILLE, CONNECTICUT SCALE: HORIZ 1"=40'
VERT 1"=4' DATE: AUG. 14, 2002" SHEET NO. 1 OF 1 PREPARED BY HEALEY &
ASSOCIATES, LLC
SILT FENCE DETAIL
NOT TO SCALE
SURVEY NOTES:
WIRE FENCING AND SET STAKES APPROX 10' APART3, 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
FILTER FABRIC STAPLED STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS
TO STAKE 1-1/2- STONE FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE
1' _
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.
1 N
1 THIS SURVEY CONFORMS TO CLASS C STANDARDS FOR HORIZONTAL ACCURACY.
EXCAV. 6" x 6" TRENCH 1
BACKFILL TO COVER WIRE 1 TOPOGRAPHY CONFORMS TO T-3 STANDARDS
FENCING & FILTER FABRIC
100' INO OROUND
LOPE EX�SS TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT
R1,11111111, ly,
n : width varies AS NOTED HEREON
/1
ILC4.-
Pervious Stone Berm MICHAEL C. HEALEY, P.L.S. CT LIC. # 17247
CERTIFICATION IS NOT VALID WITHOUT LIVE SIGNATURE AND EMBOSSED (IMPRESSION) TYPE SEAL
EROSION AND SEDIMENT CONTROL PROCEDURES
The following protective erosion and sediment control measures, as may
also be indicated on the plan, shall be put in place for the development
of the lot. Once in place all erosion and sediment control measures shall
be continuously maintained throughout the remainder of the construction
period. In general, erosion and sediment control measures shall be put in
place prior to disturbing the land. After installation of the initially
prescribed measures, additional measures may be required to address field
conditions as ordered by the Town of Montville or its designated agent(s).
All erosion and sediment control measures and construction practices shall
be as described herein and further detailed in the "Connecticut Guidelines
for Soil Erosion and Sediment Control" (Revised 2002) and amendments,
as published by the Connecticut Council on Soil and Water Conservation.
IT SHALL BE THE RESPONSIBILITY OF DAVID WADDINGTON OF 33 PEQUOT ROAD
UNCASVILLE, CT 06382 (860)-848-1692 TO IMPLEMENT THIS E+S CONTROL PLAN
A) Install anti—tracking pad construction entrance at start of driveway at
PEQUOT ROAD
B) Install staked geotextile silt barrier fencing downslope of proposed
construction activities and/or across natural and temporary drainage paths,
prior to beginning any construction activities or disturbance of the existing
soil on the lot.
C) Construct temporary surface drainage swales as required.
D) Install staked haybale and or silt fence perimeter barrier around topsoil
and subsoil stockpile area(s) immediately after stockpiling occurs.
E) Loam, fertilize and seed and/or permanently mulch finished site upon
substantial completion of construction and finish grading.
F) Sediment basin shall be inspected periodically for silt build up
both durring construction and after significant storm events