HomeMy WebLinkAboutSite Plan95-012 PERCULATION TEST
ROUTE IGt µ BUTLERTOWN ROAD BUTLERTOWN ROAD MONTVILLE
WITNESSED BY RAY ANDREWS UNCAS HEALTH DIST. MARCH 1, 1990
FEBRUARY 1990 WITNESSED BY RHLS
TEST PIT Ni
1" - 13" LOAM 95-092
12" - 3G" SUB SOIL
36" -100" SILTY CLAY PERCOLATION TEST
36" MOTTLING DATE 3/1/96
90" WATER
TES1
T PIT 12 'PERC TEST 1A
0" - T1124" LOAM DEPTH OF HOLE 22"
^4" - 40" SUB SOIL PRESOAK TIME 10:00 A.M.
40" -102" SILTY CLAY TIME READING DROP
40" MOTTLING 11:00 0" 0
87" WATER 11:05 3 1/2" 3 1/2"
TELT PIT 113 11:15 11:10 5" 1 1/2"
0" - 14" LOAM 6 1
11:20 6 7/8" 7/8"
14" - 40" SUB SOIL 11:25 7 5/8" 3/4"
40" - 97" SILTY CLAY 11:30 8 1/8" 1/2"
40" MOTTLING 11:35 8 1/2" 3/8"
97" WATER 11:40 9 1/8" 5/8" 224
11:45 9 5/8" 1/2"
TEST PIT 114 11:50 10 1/8" 1/2"
0'• - 12" LOAM 11:55 10 5/8" 1/2•'
12" - 24• SUB SOIL 12:00 11 1/8" 1/2" 222
'G" -100" SILTY CLAY
3G" MOTTLING 10 MIN/INCH
100" WATER
PERC. TEST 1 B
O DEPTH OF HOLE 20" 220
PRESOAK TIME 10:00 A.M.
TIME READING DROP
11:01 0 0
11:06 2" 2" 218
11:11 2 3/4" 3/4.•
11:16 3 5/8" 7/8"
11:21 4 3/8" 3/4••
• 11:26 5 1/8" 6/8"
F 11:31 6" 7/8"
qA 11:36 6 3/4'. 3/4..
�Q 11:41 7 5/8" 7/8"
\\ 11:46 8 1/4N 5/8"
11:51 8 7/8" 5/8..
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FOR INDIVIDUAL PARCEL DEVL=LOPMLN1_ �t \
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CHARLES E.
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1) UPON APPROVAL OF INDIVIDUAL SITE PLAN DLVCLOPM[.Ni , THL LIMA`,;; �(n 0 �b �
OF DEVELOPMENT BE ESTABLISHED
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SHALL IN THE FILLD FOR EACH O --=�
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PROPOSED STRUCTURE. DISTURBANCE LIMITS SHALL BE 25-35 FEET BEYOND -"
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HEALTH OFFICER DATE
THE PROPOSED BUILDING AND SHALL BE BOUNDED BY STAKED HAYBALES OR '-
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ENGINEERED SYSTEM
SILT FENCE.
:APPROVED BY THE MONTVILLE PLANNING ZOtJICjG CO`/t,lIGI0;1
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2)ALL DRIVEWAY AND DRIVEWAY SHOULDERS SHALL BE STABILIZED
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IMMEDIATELY UPON COMPLETION OF ROUGH GRADING. HAYBALEG AND/OR 2
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SILT FENCE SHALL BE USED TO ENTRAP ANY SEDIMENT
3)TOPSOIL AND EXCAVATED SUBSOIL FROM THE FOUNDATION AREAS SHALL 4-y
BE STOCKPILED WITHIN THE AREA OF DISTURBANCE. ALL STOCKPILES �G RC,y Y p er/ �J�7'tlr)k
,,BALL BE MULCHED Oft RINGED WITH HAYBALES OR SILT FENCE.\ cv ltc'.
Cis-�'•ti,/ )
4)THE STOCKPILING OF BUILDING MATERIALS SHALL BE CONFINED
TO THE AREA OF DISTURBANCE. VEHICULAR MOVEMENT SHALL BE DIRECTED 1-ooIc
TO ESTABLISHED PARKING AREAS.
5)UPON 50% COMPLETION OF THE DWELLING CONSTRUCTION, ALL RAW SOIL
AREAS SURROUNDING THE NEW HOUSE SITE SHALL DE FINE GRADED AND
MULCHED. THE INSTALLATION OF ANY GROUNDWATER CONTROL SYSTEM,
CURTAIN DRAIN, ETC. SHALL BE COMPLETED AT THIS TIME. L� \ Cheste(IICl
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FILL REQUIREMENTS
PRIOR TO PLACEMENT OF FILL, ALL TOPSOIL IN THE IMMEDIATE AREA OF GRPSS� \� JG` p C/3
THE PROPOSED PRIMARY LEACHING SYSTEMS AND WITHIN A RADIUS OF 5
FEET THEREFROM, IS TO BE REMOVED AND STOCKPILED. FILL IS TO BE A / \ J>• �R00 L o T(l
GOOD QUALITY BANK RUN GRAVEL OR APPROVED EQUIVALENT, AND I- TO BE -; EAST
LAID IN 6 INCH LIFTS WITH 90% COMPACTION AND FINES NOT TO EXCEED h
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5%. AFTER PLACEMENT OF FILL REPLACE TOPSOIL, LIME, SEED, u-
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FERTILIZE AND MULCH.I �„YME \��40y
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SYSTEM DESIGN A
THE SANITARY SYSTEM IS DESIGNED FOR A PROPOSED 9vi4-0/1V6
BEDROOM HOUSE, BASED ON A PERCOLATION RATE OF /O -ZO MIN/INCHN7}IA,Op� Cir
THIS REQUIRES 14-5.8 S.F. OF EFFECTIVE LEACHING AREA USING 4 �c.,< \ tyFST \p
FOOT WIDE TRENCHES, _48.6 LINEAR FEET OF TRENCH IS REQUIRED. \ /f.
USE ! TRENCHES, 7P FEET IN LENGTH, 12 FEET ON , ��� ��� \ >>�---- �•--
CENTERS.
A DODO GALLON 2 COMPARTMENT SEPTIC TANK IS REQUIRED r� T
LEACHING AREA REQUIRED /45.8 S.F. r � ,C)U
LEACHING AREA PROVIDED Z/O S.F.
RESERVE AREA PROVIDED 270 S.F.
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FINAL STABILIZATION ` �� 85
SEED BED PREPARATION
FINE GRADE AND RAKE SOI LTO REMOVE ANY STONE LARGER THAN LOCATION V MAP
2". INSTALL ANY NEEDED EROSION AND SEDIMENT CONTROL DEVICE SUCN
AS HAY BALES OR SILT FENCE. APPLY LIMESTONE AT THE HATE OF 2
TONS/ACRE OR 90LB/1000 S.F. FERTILIZE WITH 10-10-10 AT A RATE
OF 11 LBS/1000SF. WORK LIME AND FERTILIZER INTO SOIL TO A DEPTH
OF 4".
SEED APPLICATION.
APPLY SHADE SEED TOLERANT GRASS MIX BY HAND , CYCLONE SEEDER OR
HYDROSEEDER. SEEDING SHALL BE DONE BETWEEN APRIL 1ST AND JUNE IST'
OR BETWEEN AUGUST IST AND OCTOBER 1ST, IF SEEDING CANNOT BE DONE
DURING THESE TIMES, REPEAT MULCH PROCEDURE WITH AN APPLICATION
RATE OF 30-40 LDS/ACRE.
/„ = .3000"
._ PROPERTY LINE
MULCHING
IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE - WITH STONE L+/A4. ,-
STRAW OR HAY AT A RATE OF 1.5- 2 TONS/ACRE. MULCH SHALL BE SPREAD
BY HAND OR WITH A MULCH BLOWER. PUNCH MULCH INTO SOIL W/ y+f'*'Z
APPROXIMATELY 2-3 INCHES v i-< G✓ETLAAIL) FLAT S
DURING NON -PLANTING SEASONS, DISTURBED AREAS SHALL BE COVERED
WITH TEMPORARY MULCH.
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# IRON PIN TO 66 SE T
50�!�/ETLf
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1 `\ 22o X O SPOT ELEVA 7701VS
222
PROPOSED CONTOURS
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DETAIL
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MAP STANDARD NOTES
1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE
C140
SMITH SECTIONS 1,0-3006-1 THRU 20-3006-20 OF THE U►awin � Tiii��:
FNv. 'FFD , EACHIV,. �. REGULATIONS OF CONNECTICUT STATE AGENCIES
\; yhv?, of, k RATE �1:h AGE _ E :T. F "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN ENG�NTTRED
F`}R1.ci�Fes sxr� A,,ill-ICATI•.,, F ;.� ;,R>:� THE STATE OF CONNECTICUT AS ENDORSED BY THE
1 • 2 = ,r O.P_n CONNECTICUT ASSOCIATION OF LAND,
SURVEYORS INC. SITE PLAN
_.r;, 1.E�r-4 F;,F RENLH THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT
SNET co.
* 3214
OWNER APPLICAN
HO!RACE LINDO
107 BUCKLEY RO D
SALEM, CT.
LOGATION MAP. BOUNDARY DETERMINATION IS BASED ON ,
DEPENDENT RESURVEY OF PROPERTY AND CONFORMS LOT # 1
TO THE A-2 CLASS OF ACCURACY.
2. EXISTING TOPOGRAPHIC FEATURES, SHOWN HEREON,
WERE PREPARED IN ACCORDANCE WITH CLASS T-2. FILE COPY
TO THE BEST U t Y `KN',OWLEDGE AND BELIEF THIS MAP IS
SUBSTANTIAL,b? vU'RR CT- AS NOTED HEREON.
�- 1 20
ROBERT W. HE LSTROM CT-. LIC 13626 1OF
NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS
THIS MAP BEARS THE ORIGINAL SIGNATURE AND
EMBOSSED SEAL OF THE ABOVE NAMED LAND SURVEYOR. 9 7 0 0 3
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APPROVED BY
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HEALTH OFFICER DATE
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MAP STANDARD NOTES
1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE
C140
SMITH SECTIONS 1,0-3006-1 THRU 20-3006-20 OF THE U►awin � Tiii��:
FNv. 'FFD , EACHIV,. �. REGULATIONS OF CONNECTICUT STATE AGENCIES
\; yhv?, of, k RATE �1:h AGE _ E :T. F "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN ENG�NTTRED
F`}R1.ci�Fes sxr� A,,ill-ICATI•.,, F ;.� ;,R>:� THE STATE OF CONNECTICUT AS ENDORSED BY THE
1 • 2 = ,r O.P_n CONNECTICUT ASSOCIATION OF LAND,
SURVEYORS INC. SITE PLAN
_.r;, 1.E�r-4 F;,F RENLH THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT
SNET co.
* 3214
OWNER APPLICAN
HO!RACE LINDO
107 BUCKLEY RO D
SALEM, CT.
LOGATION MAP. BOUNDARY DETERMINATION IS BASED ON ,
DEPENDENT RESURVEY OF PROPERTY AND CONFORMS LOT # 1
TO THE A-2 CLASS OF ACCURACY.
2. EXISTING TOPOGRAPHIC FEATURES, SHOWN HEREON,
WERE PREPARED IN ACCORDANCE WITH CLASS T-2. FILE COPY
TO THE BEST U t Y `KN',OWLEDGE AND BELIEF THIS MAP IS
SUBSTANTIAL,b? vU'RR CT- AS NOTED HEREON.
�- 1 20
ROBERT W. HE LSTROM CT-. LIC 13626 1OF
NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS
THIS MAP BEARS THE ORIGINAL SIGNATURE AND
EMBOSSED SEAL OF THE ABOVE NAMED LAND SURVEYOR. 9 7 0 0 3