HomeMy WebLinkAboutPlanB
FOUNDATION CORNEIG
FOUNDATION CORNE10
SEPTIC TANK INLET
-D91 BOO
-D" BO)�D
WILL LOCA ION
NOBTf
frof Ox FIA/ <
M RFNCHkA A Px@
81, 157'
I'l f, I
96'
114' 119,
115' 75'
113, 60'
138' 231'
9A L '0) Jes. 9 5 /
z vv
<
IOU
4�
3
b
_ - --= - ___.. LOTA, E A
'09 SF
.175539,
,, -
1-1
D IS
UPLAE�
%
.0I
-D4Ci;4L4_ /�_T
-e .. ry
�,JIF__T L ANDS
`0
jb�
ZONING COMPLIANCE TABLE
FRONT YARD SETBACK
SIDE YARD SETBACK
REAR YARD SETBACK
IXGEND
PROPERTY LINE
STREET LINE
BUILDING SETBACK LINE
EXISTING CONTOUR
PROPOSED CONT0I
DEEP TEST PIT L(/-'
PERC TEST LOC
WE I LANU,--) bUUT\._.'JARY
LU PRINTS UNL 75503
REQUIRED PROVIDED
501 129'
501 52'
25' 196'
TYPICAJ, LEACHING TRENCH SECTION
A
Azs Z) 4, A
iZ r',,� ( b L� a 2-N I's /\ �
<5
NOTE: A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED
OVER ALL STONE BEFORE BACKFILLING. MINIMUM AVERAGE
ROLL VALUES FOR FABRIC SHALL BE 1.502 PER SQUARE
YARD(PER ASTM D-3776), A PERMITTIVITY OF 1.0 SEC -
(PER ASTM D-4491) AND A TRAPEZOID TEAR OF 15LBS
(PER ASTM D-4533)
1IL-ND
NOTE CLEANOUT ?4AN-HOLES A-�-UD ALL BAFFLED
INSPECTION i-Lf -IOLFS SFI1_1,1, 13F- ESC ATED
AT A DEPTH NOT GREATER THAN 12" BEI-ott
F I N A -L G R -A -D E
SYtJT14FITIC FABRIC
FI L T E R F E hj C C-:
10'0C MAY (E` N V I po F G t\ �-_ c- ( m
(TYP) - -� i C��? nc�t�ROvCD E't"�UnL)
-7-- COMPACTED
P
01i
NIN. CDCPTii
,S[:D1MEMT PELAGE DETAIL
FERF, [w^'ST PIPE
LEVEL CUT 90* ELBOW
TO PRC)YIDE 3" DIFF
TO NEXT
LOw ER TREt4cH
MODIFIED HIGH LEVEL
OVERFLOW 11D11 E30X
NOT TO SCALE
0
GENERAL NOTES
1. BOUNDARY INFORMATION DEEP TEST PIT DATA AND LOCATIONS AND WETLAND
BOUNDARIES TAKEN FROM A PLAN ENTITLED "SUBDIVISION PLAN STONYBROOK
DEEP TEST PIT DATA ACRES PREPARED FOR WILLIAM M. HRACYK & ANNE M. DANIEWICZ SALEM
TURNPIKE (RITE 82), CHERRY LANE & NOBILE HILL ROAD MONTVILLE,
T14412 0%7" TOPSOIL CONNECTICUT." CPK. THE BOUNDARY IS CERTIFIED CLASS A2.
7"-24" SUBSOIL 2. TI 11 S LOT WAS TOPOED IN TI IE AREA OF T1 IE I LOUSE AND SEPTIC SYSTEM AND A
24"-84" SANDY TILL BENCHMARK SET BY JEROME DEMPSEY, LS IN APRIL 1999. THE ELEVATION
NOMOTT, DATUM IS ASSUMMED,
No, NVATFR
NO LEDGE 3. AT THE TIME OF THIS DESIGN THERE WERE NO EXISTING WELLS WITHIN 75' OF
THE PROPOSED SEPTIC SYSTEM AND THERE WERE NO EXISTING SEPTIC SYSTEMS
TH#122 0"-13" TOPSOIL WITHIN 75' OF THE PROPOSED WELL LOCATION,
13"-28" SUBSOIL
28"-80" SANDY TILL 4. FILL PLACED WITHIN 10' OF THE PRIMARY LEACHING SYSTEM SHALL BE CLEAN
MO'L'T. 28" SELECT FILL SUITABLE FOR SEPTIC SYSTEM INSTALLATION. FILL SHALL BE FREE
NO WATER OF ORGANIC MATERIAL AND SHALL HAVE LESS THAN 5% FINES PASSING THE #200
NO LEDGE SIEVE. TOPSOIL IN THIS AREA SHALL BE STRIPPED AND REPLACED WITH THIS
TI -1#123 W-12" TOPSOIL MATERIAL,
12"-28" SUBSOIL 5. FOUNDATION DRAINAGE SHALL BE INSTALLED A MINIMUM DISTANCE OF 25'
28"-86" SANDY TILL FROM THE SEPTIC SYSTEM, A RODENT PROOF COVER SHALL BE PROVIDED ON
NO MOTT, THE FOUNDATION OUTLET DRAIN AT "DAYLIGHT."
NO WATER
NO LEDGE 6. TO ENSURE THAT MINIMUM HEALTH CODE REQUIREMENTS ARE MET THE
FOUNDATION AND SEPTIC SYSTEM WILL BE STAKED OUT BY A LICENSED LAND
TH# 124 W-12" TOPSOIL SURVEYOR.
12"-30" SUBSOIL
30"-80" SANDY TILL 7, UNDERGROUND UTILITIES (ELECT, PHONE & CATV) WILL BE UNDERGROUND
MOTT, n 30" FROM A NEW POLE TO BE SET AT THE NORTHWEST CORNER OF THE PROPERTY.
NONVATER
NO LEDGE 8. OWNER: JIM & BETH SWEENEY
50 CONNECTICUT BLVD.
TH#125 0"-15" TOPSOIL OAKDALE CONN. 06370
15"-32" SUBSOIL (860) 859-1889
32"-84" SANDY TILL
MOTE (Da 32" 9, APPLICANT: BROM BUILDERS, RICO MASTRONUNZIO
NO WATER 207 WEST TOWN STREET
NO LEDGE NORWICH, CONN. 06360
(860) 889-7106
10, ENGINEER: GARY J. WINALSKI
9 HERITAGE DRIVE
RERCO-LATIO X IEST STONINGTON, CONN. 06378
DEPTH - 32" (860) 535-2283
PRESOAK %_i, 10:40
12:47 -8 3/4"
12:57 - 14 3/4"
1:07 - 17"
1:17 - 18 1/2"
1:27 - 19 3/4"
1:37 - 21 " SANITARY DESIG-N-CRLTERIA
1:46 - DRY A. PROPOSED FOUR BEDROOM HOME WITH f'U'LL BASEMENT. NO TUBS GREATER
THAN 100 GALLONS IN SIZE.
W, - 8 MIN)
B. 1250 GALLON TWO COMPARTMENT SEPTI(' TANK REQUIRED BY CODE AND
PRON,/jT)FD,
SANITARY ELENTATION DATA
C. DESIGN PERCOLATION RATE: 1.0 TO 10.0 MIN/INCHSANITARY INVERT AT FOUNDATION: 373.80
D. MINIMUM LEACHING SYSTEM SPREAD
26'-4" DIA. SCHEDULE 40 AST . M D 178 `� OR EQUAL PIPE
(MIN SLOfIE = 1/4" PER FT) HF = 28, GRADIENT BETWEEN 6.1 & 8.0
1250 GALLON TWO COMPARTMENT SEPTIC TANK RESTRICTION BETWEEN 26.1 & 30"
INV. 3 73.3 5 IN FF = 2.0, FOUR BEDROOM HOME
IM7, 37-3.10 OUT
46'-4" DIA SDR J-1 PF 1.2, PERC RATE BETWEEN 5.1 & 10.0 MIN/INCH5 PVC PIPE
MODIFIED HIGH LEVEL OVERFLOW"T" BOX MLSS = HF x FF x PF = 28 x 2.0 x 1.2 = 67.2'
INV. '7)
11_57 IN E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 660 SF
INV- 372.40 TO TRENCH
INV. 372,65 OVERFLOW F. STONE LEACHING TRENCHES SELECTED FOR LEACHING SYSTEM DESIGN.
EFFECTIVE LEACHING AREA PROVIDED PER LF PER CODE' 3 S
10'4" DIA SDR 3 5 PVC PIPE MINTMW LENGTH OF LEACHING TRENCH REQUMED, 660SF/3SF/LFI`
7 MODIFIED HIGH LE VEL OVERFLO%v IYBOX T EFFECTIVE LEACHING AREA PROVIDED
INV. 371.7
'7 1 7 IN 3-75' LONG TRENCHES
INV. 371.70 TO TRENCH 3 x 75' x 3 SF/LF = 675 SF
INV. 571.95 OVERFLOW
111)" BOX H. 100% RESERVE AREA REQUIRED AND PROVIDED
INV, 3 71.17 IN
INV /I00 OUT
99D5'LONG x 43" WIDE x 12" DEEP STONE LEACHING T NCH
BOTTOM OF TRENCH ELEV: 371.90'
0 3X.20 (11), 370.508
TRENCH IN
_)72 40 X•p)
371.7 01 371.00
// I I tj 0
SECT A -A
IsTlv6
i.
7P
PROPOSED ENGINEERING SEPTIC SYSTEM DESIGN
PLOT PLAN
100 CHERRY LANE
MONTVILLE,, CONN,
SCALE: 1 30'3 APRIL 1999
MADE IN U.S.A.
1 Lzm� clp�
3
kd
c
-inki
n-
1IL-ND
NOTE CLEANOUT ?4AN-HOLES A-�-UD ALL BAFFLED
INSPECTION i-Lf -IOLFS SFI1_1,1, 13F- ESC ATED
AT A DEPTH NOT GREATER THAN 12" BEI-ott
F I N A -L G R -A -D E
SYtJT14FITIC FABRIC
FI L T E R F E hj C C-:
10'0C MAY (E` N V I po F G t\ �-_ c- ( m
(TYP) - -� i C��? nc�t�ROvCD E't"�UnL)
-7-- COMPACTED
P
01i
NIN. CDCPTii
,S[:D1MEMT PELAGE DETAIL
FERF, [w^'ST PIPE
LEVEL CUT 90* ELBOW
TO PRC)YIDE 3" DIFF
TO NEXT
LOw ER TREt4cH
MODIFIED HIGH LEVEL
OVERFLOW 11D11 E30X
NOT TO SCALE
0
GENERAL NOTES
1. BOUNDARY INFORMATION DEEP TEST PIT DATA AND LOCATIONS AND WETLAND
BOUNDARIES TAKEN FROM A PLAN ENTITLED "SUBDIVISION PLAN STONYBROOK
DEEP TEST PIT DATA ACRES PREPARED FOR WILLIAM M. HRACYK & ANNE M. DANIEWICZ SALEM
TURNPIKE (RITE 82), CHERRY LANE & NOBILE HILL ROAD MONTVILLE,
T14412 0%7" TOPSOIL CONNECTICUT." CPK. THE BOUNDARY IS CERTIFIED CLASS A2.
7"-24" SUBSOIL 2. TI 11 S LOT WAS TOPOED IN TI IE AREA OF T1 IE I LOUSE AND SEPTIC SYSTEM AND A
24"-84" SANDY TILL BENCHMARK SET BY JEROME DEMPSEY, LS IN APRIL 1999. THE ELEVATION
NOMOTT, DATUM IS ASSUMMED,
No, NVATFR
NO LEDGE 3. AT THE TIME OF THIS DESIGN THERE WERE NO EXISTING WELLS WITHIN 75' OF
THE PROPOSED SEPTIC SYSTEM AND THERE WERE NO EXISTING SEPTIC SYSTEMS
TH#122 0"-13" TOPSOIL WITHIN 75' OF THE PROPOSED WELL LOCATION,
13"-28" SUBSOIL
28"-80" SANDY TILL 4. FILL PLACED WITHIN 10' OF THE PRIMARY LEACHING SYSTEM SHALL BE CLEAN
MO'L'T. 28" SELECT FILL SUITABLE FOR SEPTIC SYSTEM INSTALLATION. FILL SHALL BE FREE
NO WATER OF ORGANIC MATERIAL AND SHALL HAVE LESS THAN 5% FINES PASSING THE #200
NO LEDGE SIEVE. TOPSOIL IN THIS AREA SHALL BE STRIPPED AND REPLACED WITH THIS
TI -1#123 W-12" TOPSOIL MATERIAL,
12"-28" SUBSOIL 5. FOUNDATION DRAINAGE SHALL BE INSTALLED A MINIMUM DISTANCE OF 25'
28"-86" SANDY TILL FROM THE SEPTIC SYSTEM, A RODENT PROOF COVER SHALL BE PROVIDED ON
NO MOTT, THE FOUNDATION OUTLET DRAIN AT "DAYLIGHT."
NO WATER
NO LEDGE 6. TO ENSURE THAT MINIMUM HEALTH CODE REQUIREMENTS ARE MET THE
FOUNDATION AND SEPTIC SYSTEM WILL BE STAKED OUT BY A LICENSED LAND
TH# 124 W-12" TOPSOIL SURVEYOR.
12"-30" SUBSOIL
30"-80" SANDY TILL 7, UNDERGROUND UTILITIES (ELECT, PHONE & CATV) WILL BE UNDERGROUND
MOTT, n 30" FROM A NEW POLE TO BE SET AT THE NORTHWEST CORNER OF THE PROPERTY.
NONVATER
NO LEDGE 8. OWNER: JIM & BETH SWEENEY
50 CONNECTICUT BLVD.
TH#125 0"-15" TOPSOIL OAKDALE CONN. 06370
15"-32" SUBSOIL (860) 859-1889
32"-84" SANDY TILL
MOTE (Da 32" 9, APPLICANT: BROM BUILDERS, RICO MASTRONUNZIO
NO WATER 207 WEST TOWN STREET
NO LEDGE NORWICH, CONN. 06360
(860) 889-7106
10, ENGINEER: GARY J. WINALSKI
9 HERITAGE DRIVE
RERCO-LATIO X IEST STONINGTON, CONN. 06378
DEPTH - 32" (860) 535-2283
PRESOAK %_i, 10:40
12:47 -8 3/4"
12:57 - 14 3/4"
1:07 - 17"
1:17 - 18 1/2"
1:27 - 19 3/4"
1:37 - 21 " SANITARY DESIG-N-CRLTERIA
1:46 - DRY A. PROPOSED FOUR BEDROOM HOME WITH f'U'LL BASEMENT. NO TUBS GREATER
THAN 100 GALLONS IN SIZE.
W, - 8 MIN)
B. 1250 GALLON TWO COMPARTMENT SEPTI(' TANK REQUIRED BY CODE AND
PRON,/jT)FD,
SANITARY ELENTATION DATA
C. DESIGN PERCOLATION RATE: 1.0 TO 10.0 MIN/INCHSANITARY INVERT AT FOUNDATION: 373.80
D. MINIMUM LEACHING SYSTEM SPREAD
26'-4" DIA. SCHEDULE 40 AST . M D 178 `� OR EQUAL PIPE
(MIN SLOfIE = 1/4" PER FT) HF = 28, GRADIENT BETWEEN 6.1 & 8.0
1250 GALLON TWO COMPARTMENT SEPTIC TANK RESTRICTION BETWEEN 26.1 & 30"
INV. 3 73.3 5 IN FF = 2.0, FOUR BEDROOM HOME
IM7, 37-3.10 OUT
46'-4" DIA SDR J-1 PF 1.2, PERC RATE BETWEEN 5.1 & 10.0 MIN/INCH5 PVC PIPE
MODIFIED HIGH LEVEL OVERFLOW"T" BOX MLSS = HF x FF x PF = 28 x 2.0 x 1.2 = 67.2'
INV. '7)
11_57 IN E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 660 SF
INV- 372.40 TO TRENCH
INV. 372,65 OVERFLOW F. STONE LEACHING TRENCHES SELECTED FOR LEACHING SYSTEM DESIGN.
EFFECTIVE LEACHING AREA PROVIDED PER LF PER CODE' 3 S
10'4" DIA SDR 3 5 PVC PIPE MINTMW LENGTH OF LEACHING TRENCH REQUMED, 660SF/3SF/LFI`
7 MODIFIED HIGH LE VEL OVERFLO%v IYBOX T EFFECTIVE LEACHING AREA PROVIDED
INV. 371.7
'7 1 7 IN 3-75' LONG TRENCHES
INV. 371.70 TO TRENCH 3 x 75' x 3 SF/LF = 675 SF
INV. 571.95 OVERFLOW
111)" BOX H. 100% RESERVE AREA REQUIRED AND PROVIDED
INV, 3 71.17 IN
INV /I00 OUT
99D5'LONG x 43" WIDE x 12" DEEP STONE LEACHING T NCH
BOTTOM OF TRENCH ELEV: 371.90'
0 3X.20 (11), 370.508
TRENCH IN
_)72 40 X•p)
371.7 01 371.00
// I I tj 0
SECT A -A
IsTlv6
i.
7P
PROPOSED ENGINEERING SEPTIC SYSTEM DESIGN
PLOT PLAN
100 CHERRY LANE
MONTVILLE,, CONN,
SCALE: 1 30'3 APRIL 1999
MADE IN U.S.A.