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MAPREFERENCE:
1. PLAN OF PROPERTY "PREPARED FOR MARK., FREDRICK RUSSELL 143 SIMPSON ;LANE
MONTVILLE, CONN. PREPARED BY .BERNARD F. STONE & ASSOC., INC. PL.AINFIELD'
-CONN., SCALE: 1 "=100', DEC. 1978.
2. RESUBDIVISION PLAN LOT 13 PIRES:SUBDIVISION SECTION 11 PIRES DRIVE, MONTVILLE,
CONN. PREPARED FOR MANUEL PIRES OWNER & DEVELOPER, SCALE: 17 tl00% APRIL:
81, BERNARD F. STONE AND ASSOCIATES, ` INC.
G NERAL NOTES
1. ALL WORK AND MATERIAL (SEPTIC TANK, DISTRIBUTION BOX, PIPE)
SHALL CONFORM TO THE CONNECTICUT PUBLIC HEALTH CODE
REGULATIONS AND STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL
SYSTEM.
2. SEWER LINE FROM FOUNDATION WALL TO SEPTIC SHALL BE 4
SCHEDULE 40 PVC - ASTM 1785 AND JOINTS PER HEALTH DEPT. CODE.
3. TRENCHES SHALL BE SET LEVEL FOR ENTIRE LENGTH AND HAVE 'A
CENTER TO CENTER SPACING OF 9 FEET.
4. PIPE FROM SEPTIC TANK TO DISTRIBUTION LINES SHALL BE 4" SOLID
PVC CONFORMING TO ASTMD-3034 AND SDR -35. r=
5. THERE ARE PRESENTLY NO KNOWN WATER WELLS WITHIN 100' OF THE
PROPOSED SEPTIC SYSTEM.
6.. TOPOGRAPHY SURVEY PERFORMED BY CLA ENGINEERS, INC.
A VERTICAL BENCHMARK WILL BE PROVIDED WITHIN 100 FEET OF THE
PROPOSED HOUSE LOCATION PRIOR `TO THE START OF CONSTRUCTION.
7. CLEAR AND GRUB THE AREA WHERE THE SEPTIC, SYSTEM, AND HOUSE ARE
TO BE CONSTRUCTED. ALL TOPSOIL 'IS TO BE STRIPPED AND STOCKPILED
FOR FUTURE USE.
8. ALL FILL MATERIAL SHALL BE CLEAN EARTH FREE OF STUMPS, ORGANICS,
CONSTRUCTION DEBRIS AND TOPSOIL,
9. TOPSOIL SHALL BE RE—APPLIED OVER ALL FILL AREAS AND ALL DISTURBED
AREAS TO PROVIDE A MINIMUN DEPTH OF FOUR INCHES,
10. ALL EXISTING UTILITIES TO BE ACCURATELY LOCATED PRIOR TO CONSTRUCTION.
CALL BEFORE YOU DIG: 1-800--922-4455.
11 • IF BLASTING IS REQUIRED A PRE—BLAST SURVEY WILL BE REQUIRED.
12. FOUNDATION DRAIN PIPE FROM HOUSE TO CATCH BASIN SHALL CONFORM
TO TABLE 2—C OF THE CONNECTICUT PUBLIC HEALTH CODE REGULATIONS
AND STANDARDS FOR INSTALLATION WITHIN 25 FEET OF A SEWAGE DISPOSAL SYSTEM.
13.' PRIOR TO CONSTRUCTION, THE HOUSE AND ,SEPTIC SYSTEM ARE' TO BE STAKED ; BY A
LICENSED LAND SURVEYOR.
TEST HOLE DATA:
PERFORMED BY UNCAS HEALTH DISTRICT
RECORDED OCTOBER 25, 2001
0-5" TOPSOIL 0-6" TOPSOIL Q--4.'
-TOPSOIL
5
!d
-COARSE RSESA!0
N C-31" .SUBSOIL . �€ i v CvCOARSE,.SANG . .; f .
& GRAVEL 31"-76"
COARSE SAND & GRAVEL
& GRAVEL
NO LEDGE
N0 "LEDGE
NO WATER NO LEDGE NO WATER
NO MOTTLING NO WATER NO MOTTLING
NO MOTTLING
0-5" TOPSOIL 0-8" TOPSOIL 0--10" TOPSOIL
5"-24" SUBSOIL 8"-34" SUBSOIL 10"-27" :SUBSOIL
24"-77" COARSE SAND 34"-85" GRAVEL 27"-86" GRAVEL
& GRAVEL
NO LEDGE NO LEDGE
NO LEDGE N0 WATER NO WATER
NO WATER NO MOTTLING NO MOTTLING
NO MOTTLING
TH#48
9
0--8" TOPSOIL 0-7" TOPSOIL
8"-34" SUBSOIL 7"-30" SUBSOIL
34"-83" GRAVEL 30"-86 GRAVEL
NO LEDGE NO LEDGE
NO WATER 11 NO WATER
NO MOTTLING NO MOTTLING
PERCOLATION DATA:
PERFORMED BY UNCAS HEALTH DISTRICT
PERC. "F" (TEST HOLES 21-24) = 7.5 MIN./INCH
RECORDED 12-14--2001
DESIGN DATA:
PROPOSED 5 BEDROOM RESIDENCE REQUIRES
760SF LEACHING AREA
PROVIDE 2-130' TRENCHES @ 9' O.C. WITH ENDS CONNECTED
EFFECTIVE LEACHING AREA = 780 S.F.
PROVIDE 1500 GALLON SEPTIC IANK
MLSS NOT APPLICABLE
50' 0 �o• loo'
SCALE: =
—
1.....50
ROAD
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PIPE SEAL
SPECIAL RIPRAP
EXISTING CONTOUR
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4 P L. . P.V.C. PIPE SEAL
PROPOSED CONTOUR
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TYP. 3 PLACES CROSS > ES CTIO{y VIEW
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PLAN VIEW
TH TEST HOLE
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NOT TO SCALE
WOODS LINE
MAPREFERENCE:
1. PLAN OF PROPERTY "PREPARED FOR MARK., FREDRICK RUSSELL 143 SIMPSON ;LANE
MONTVILLE, CONN. PREPARED BY .BERNARD F. STONE & ASSOC., INC. PL.AINFIELD'
-CONN., SCALE: 1 "=100', DEC. 1978.
2. RESUBDIVISION PLAN LOT 13 PIRES:SUBDIVISION SECTION 11 PIRES DRIVE, MONTVILLE,
CONN. PREPARED FOR MANUEL PIRES OWNER & DEVELOPER, SCALE: 17 tl00% APRIL:
81, BERNARD F. STONE AND ASSOCIATES, ` INC.
G NERAL NOTES
1. ALL WORK AND MATERIAL (SEPTIC TANK, DISTRIBUTION BOX, PIPE)
SHALL CONFORM TO THE CONNECTICUT PUBLIC HEALTH CODE
REGULATIONS AND STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL
SYSTEM.
2. SEWER LINE FROM FOUNDATION WALL TO SEPTIC SHALL BE 4
SCHEDULE 40 PVC - ASTM 1785 AND JOINTS PER HEALTH DEPT. CODE.
3. TRENCHES SHALL BE SET LEVEL FOR ENTIRE LENGTH AND HAVE 'A
CENTER TO CENTER SPACING OF 9 FEET.
4. PIPE FROM SEPTIC TANK TO DISTRIBUTION LINES SHALL BE 4" SOLID
PVC CONFORMING TO ASTMD-3034 AND SDR -35. r=
5. THERE ARE PRESENTLY NO KNOWN WATER WELLS WITHIN 100' OF THE
PROPOSED SEPTIC SYSTEM.
6.. TOPOGRAPHY SURVEY PERFORMED BY CLA ENGINEERS, INC.
A VERTICAL BENCHMARK WILL BE PROVIDED WITHIN 100 FEET OF THE
PROPOSED HOUSE LOCATION PRIOR `TO THE START OF CONSTRUCTION.
7. CLEAR AND GRUB THE AREA WHERE THE SEPTIC, SYSTEM, AND HOUSE ARE
TO BE CONSTRUCTED. ALL TOPSOIL 'IS TO BE STRIPPED AND STOCKPILED
FOR FUTURE USE.
8. ALL FILL MATERIAL SHALL BE CLEAN EARTH FREE OF STUMPS, ORGANICS,
CONSTRUCTION DEBRIS AND TOPSOIL,
9. TOPSOIL SHALL BE RE—APPLIED OVER ALL FILL AREAS AND ALL DISTURBED
AREAS TO PROVIDE A MINIMUN DEPTH OF FOUR INCHES,
10. ALL EXISTING UTILITIES TO BE ACCURATELY LOCATED PRIOR TO CONSTRUCTION.
CALL BEFORE YOU DIG: 1-800--922-4455.
11 • IF BLASTING IS REQUIRED A PRE—BLAST SURVEY WILL BE REQUIRED.
12. FOUNDATION DRAIN PIPE FROM HOUSE TO CATCH BASIN SHALL CONFORM
TO TABLE 2—C OF THE CONNECTICUT PUBLIC HEALTH CODE REGULATIONS
AND STANDARDS FOR INSTALLATION WITHIN 25 FEET OF A SEWAGE DISPOSAL SYSTEM.
13.' PRIOR TO CONSTRUCTION, THE HOUSE AND ,SEPTIC SYSTEM ARE' TO BE STAKED ; BY A
LICENSED LAND SURVEYOR.
TEST HOLE DATA:
PERFORMED BY UNCAS HEALTH DISTRICT
RECORDED OCTOBER 25, 2001
0-5" TOPSOIL 0-6" TOPSOIL Q--4.'
-TOPSOIL
5
!d
-COARSE RSESA!0
N C-31" .SUBSOIL . �€ i v CvCOARSE,.SANG . .; f .
& GRAVEL 31"-76"
COARSE SAND & GRAVEL
& GRAVEL
NO LEDGE
N0 "LEDGE
NO WATER NO LEDGE NO WATER
NO MOTTLING NO WATER NO MOTTLING
NO MOTTLING
0-5" TOPSOIL 0-8" TOPSOIL 0--10" TOPSOIL
5"-24" SUBSOIL 8"-34" SUBSOIL 10"-27" :SUBSOIL
24"-77" COARSE SAND 34"-85" GRAVEL 27"-86" GRAVEL
& GRAVEL
NO LEDGE NO LEDGE
NO LEDGE N0 WATER NO WATER
NO WATER NO MOTTLING NO MOTTLING
NO MOTTLING
TH#48
9
0--8" TOPSOIL 0-7" TOPSOIL
8"-34" SUBSOIL 7"-30" SUBSOIL
34"-83" GRAVEL 30"-86 GRAVEL
NO LEDGE NO LEDGE
NO WATER 11 NO WATER
NO MOTTLING NO MOTTLING
PERCOLATION DATA:
PERFORMED BY UNCAS HEALTH DISTRICT
PERC. "F" (TEST HOLES 21-24) = 7.5 MIN./INCH
RECORDED 12-14--2001
DESIGN DATA:
PROPOSED 5 BEDROOM RESIDENCE REQUIRES
760SF LEACHING AREA
PROVIDE 2-130' TRENCHES @ 9' O.C. WITH ENDS CONNECTED
EFFECTIVE LEACHING AREA = 780 S.F.
PROVIDE 1500 GALLON SEPTIC IANK
MLSS NOT APPLICABLE
50' 0 �o• loo'
SCALE: =
—
1.....50
I
n�
No. Date Revision
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