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SOIL EROSION & SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIP'T'ION:
SITE WORK TO INCLUDE CONSTRUCTION OF 1 PROPOSED HOUSE, WELL, SEWER TIE-IN, DRIVEWAY
SITE GRADING AND LANDSCAPING.
GENERAL SEQUENCE:
1. INSTALLATION OF EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON PLAN FOR INDIVIDUAL HOUSE CONSTRUCTION.
2. CLEARING AND GRUBBING AS REQUIRED.
3. STRIP AND STOCKPILE TOPSOIL WITHIN LIMITS OF DISTURBED AREA AND RING WITH STAKED HAYBALES OR SILT FENCE.
4. CONSTRUCTION OF HOUSE, DRIVEWAY AND SEPTIC SYSTEM.
5. FINAL GRADING AND LANDSCAPING.
GENERAL NOTES:
1. ALL PROPOSED WORK SHALL CONFORM TO STANDARDS SET FORTH IN THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND
SEDIMENT CONTROL". REVISED 2002.
2. PRIOR TO CONSTRUCTION OR EXCAVATION, EROSION AND SEDEVIEN(T CONTROL MEASURES SHALL BE INSTALLED IN LOCATIONS
AS SHOWN ON PLAN AS REQUIRED AND MAINTAINED THROUGHOUT CONSTRUCTION.
3. SEDIMENT SHALL BE PERIODICALLY REMOVED FROM UPHILL SIDE OF HAYBALE BARRIERS AND RESPREAD OVER SLOPE. DAILY
INSPECTIONS SHALL BE MADE OF EROSION AND SEDIMENT CONTROLS. INSPECTIONS TO INSURE EFFECTIVENESS AND IMMEDIATE
CORRECTIVE ACTION SHALL BE TAKEN IF FAILURE OCCURS.
4. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE BEEN STABILIZED AND
VEGETATION COVER HAS BEEN ESTABLISHED.
5. DISTURBED AREAS SHALL BE FINAL GRADED AS SOON AS POSSIBLE AFTER EXCAVATION. FINAL GRADING SHALL INCLUDE REMOVAL
OF LARGE ROCKS, STUMPS AND OTHER DEBRIS FROM THE FINISHED SURFACE. UPON FINAL GRADING, DISTURBED AREAS SHALL BE
LOAMED WITH PREVIOUSLY STOCKPILED MATERIAL AND SEED.
6. PRIOR TO SEEDING, APPLY LIMESTONE AT THE RATE OF 90 LBS. PER 1000 SF AND FERTILIZE WITH 10-10-10 AT THE RATE OF 7.5 LBS
PER 1000 SF AND WORK INTO SOIL TO A DEPTH OF 4".
7. APPLY GRASS SEED MIXTURE BY HAND, CYCLONE SEEDER OR HYDRO SEED. SEEDING SHOULD BE SOWN BETWEEN APRIL 1 AND JUNE 1
OR AUGUST 15 AND SEPTEMBER 15. IF SEEDING CANNOT TAKE PLACE BETWEEN THESE DATES, IMPLEMENT MULCHING PROCEDURES
UNTIL SUCH TIME AS SEEDING CAN TAKE PLACE.
8. IMMEDIATELY AFTER SEEDING, MULCH THE SEEDED AREA WITH HAY OR STRAW AT THE RATE OF 1.5 TO 2 TONS PER. ACRE. MULCH
SHALL BE ANCHORED BY TRACK MACHINE OR MULCH ANCHORING MACHINE.
9. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY TO IMPLEMENT THIS EROSION AND SEDIMENT CONTROL PLAN.
THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED
ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVE OF THIS PLAN.
UTILITY CONTACTS
ELECTRIC - CONNECTICUT LIGHT & POWER - 1-800-286-5000.
MONTVILLE WATER POLLUTION CONTROL AUTHORITY - (860) 848-3030, EXT. 311 & 312
UNCAS HEALTH DISTRICT - (860) 8223-1189
ROUTING OF UTILITIES SHOWN HERE ON ARE CONCEPTUAL. IT IS THE
RESPONSIBILITY OF THE INSTALLER TO CONTACT, CONFIRM AND
COORDINATE ACTUAL ROUTING WITH CONTACTS LISTED ABOVE.
INSTALLATION OF UTILITIES SHALL CONFORM TO THE STANDARDS AND
REQUIREMENTS OF THE INDIVIDUAL UTILITY PROVIDERS.
"CALL BEFORE YOU DIG" 1-800-922-4455 OR DIAL 811.
#12 ELTON COURT
N/F
MARK ALLBERRY
VOL. 374 / PG. 155
EXISTING
HOUSE
RE -BAR
WITH CAP _..
REC.... ._
-- --
u, _
� PROPOSED
WELL
e
FILTER �� \ =TEMPORARY `
FABRIC
SOIL
STOCKPILE
ANGLE 100 UP SLOPE
' AREA
POST FOR STABILITY AND
(ISI 10® SELF CLEANING 3'�►1936,,
z �� ;0
COMPACTED
BACKFILL
SILT FENCE
NOT TO SCALE
LEGEND
'- - � PROPERTY LINE
_s -s -s- PROPOSED SEWER LINE
PROPOSED UNDERGROUND UTILITIES
BUILDING SETBACK. LINE
C1
STONEWALL
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
ANGLE POINT
UTILITY POLE
VOL..
VOLUME
PG.
PAGE
N/F
NOW OR FORMERLY
S.F.
SQUARE FEET
MH
MANHOLE
CONC.
CONCRETE
FH
HW
IPIN
DH
IP
CB
SNET CO.
ELEV.
REC.
CL&P
TH-1
PT -A
�\ - A, \\ -
LP
MON
FIRE HYDRANT
HEADWALL
IRON PIN
DRILL HOLE
IRON PIPE
CATCHBASIN
SOUTHERN NEW ENGLAND TELEPHONE COMPANY
ELEVATION
RECOVERED
CONNECTICUT LIGHT & POWER
SOIL TEST HOLE LOCATION
SOIL PERCOLATION TEST LOCATION
SEDIMENT AND EROSION BARRIER
LIGHT POLE
MONUMENT
#20 ELTON COURT
N/F
SCOTT A. &
KATHERINE H. TUPPER
VOL. 388 / PG. 850
d
a
S 02043'57" E
9.48'
S 87057130" W.r. -�^
.°
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r► i
BENCHMARK
NAIL IN 20" OAK
ELEV. = 421.3'
`r►
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT
AS NOTED HEREON
MARK H. SULLIVAN, L.S. #70064 DATE
THIS MAP IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL
o MH
I
I
I
I
L=133.86'
R=260.82'
A=29°24121"
C LEN=1 2:40'.
BRG=S 11058'1Y"W
FOOTING DRAIN
& GUTTER DRAIN
OUTLET TO
DAYLIGHT
RIP -RAP
SPLASH PAD
LOCATION MAP
1, THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTION 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND
MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND
SURVEYORS, INC. ON SEPTEMBER 26, 1996.
2. THIS SITE PLAN IS A ZONING LOCATION SURVEY AND A DEPENDENT RE- SURVEY AND CONFORMS
TO THE STANDARDS OF AN A-2 CLASS SURVEY.
3. REFERENCE DEED: TOWN OF MONTVILLE LAND RECORDS VOLUME 390 ON PAGE 391.
4. PROPERTY LOCATED IN A RESIDENTIAL (R40) ZONING DISTRICT.
5. PROPERTY IDENTIFIED BY THE TOWN OF MONTVILLE TAX ASSESSORS AS PROPERTY ID #023/038-005.
6. THIS SURVEY AND MAP DOES NOT INCLUDE THE LOCATION OF UNDERGROUND UTILITIES AND / OR
STRUCTURES.
7. CONTOUR LINES SHOWN HEREON ARE AT 2 FOOT INTERVALS AND ARE BASED ON VERTICAL DATUM OBTAINED
FROM THE REFERENCED MAP. CLASS T-2 TOPOGRAPHIC SURVEY.
8. DRIVEWAY TO BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF MONTVILLE DRIVEWAY DESIGN
STANDARDS, REGULATIONS, AND ORDINANCES.
9. PROPERTY SERVICED BY MUNICIPAL SEWER.
10. THIS PLAN MAY BE SUBJECT TO PERMITS AND/ OR APPROVALS FROM VARIOUS MUNICIPAL, STATE,
AND / OR FEDERAL AGENCIES, COMMISSIONS AND / OR STAFF. IT IS THE RESPONSIBILITY OF THE
OWNER AND / OR APPLICANT (NOT THE UNDERSIGNED) TO OBTAIN ALL NECESSARY PERMITS AND
/ OR APPROVALS AS PERTAIN TO THIS PLAN.
11, PROPERTY AREA = 0.65 +/- ACRES.
12, PROPERTY SUBJECT TO ANY AND ALL EASEMENTS AND / OR RIGHT-OF-WAY AS RECORD MAY APPEAR.
MAP REFEIR.ENCES
1. SUBDIVISION PLAN ENTITLED " SUBDIVISION PLAN "GREEN ACRES" PREPARED FOR GREENST'REET
PROPERTIES, LLC., SHARP HILL ROAD, MONTVILLE, CONNECTICUT, BOUNDARY / LOT LAYOUT" .
SCALE: 1" =40', DATED: 12/23/99, SHEETS 2 OF 6, REVISED THROUGH 6-22-200I, PREPARED BY:
CHANDLER, PALMER & KING, NORWICH, CT.
BAR.
. A SCALE
4• •0
"CALL BEFORE YOU DIG" 1-500-922-4455.