HomeMy WebLinkAbout11 South West Drive Sewage Disposal Design 2LOCUS MAP
SCALE: 1 " = 500'
awN Roo _�
TOP OF FOUNDATION, T
OF CONCRETE 13.60
CRAWL SPACE TOP of SLAB
9.60
INVERT OF PIPE AT FOUNDATION
11.22
INVERT AT SEPTIC TANK
NLET 10.97
INVERT AT SEPTIC TANK
10.72
INVERT AT DISTRIBUTION
BOX INLET 10.56
INVERT AT DISTRIBUTION
BOX OUTLET 10.39
INVERT AT CHAMBER IN
10.17
ELEVATION OF TRENCH 60TTOM
9.00
FINISHED GRADE OVER LEACHING
AREA (F.G.)-- 11.8
GROUND WATER ELEVATI
N 3.80
BREAKOUT ELEVATION
10.71
NOTES:
1.) SEE SOIL TEST LOGS
AND PLAN FOR LEACHING FIELD REQUIRED EXCAVATION
DEPTH AND LIMITS.
SOAK
Z. SITE IS WITHIN 100
FLOOD PLAIN AE -11 ZONE BUT IS NOT WITHIN A
NITROGEN SENSITIVE
NOTE THE LOT I3 GRANDFATHER. THE LOT WAS CREATED IN 1956.
l AP m uff Das
Ina®
W°P tfmsu
/
AP M >ff 3U
WV=10.97
(00
BUTTING SM 4' SOL 40 PVC OR
CAST F011rBR LEAD NO MW JOINTS
I■
mi
6-12' E SAND 5YR 8/1
STEP 1 MEASURE DEPTH TO WATER TABLE
TO NEAREST 1/10 FT. DATE 11/14/14
6-17" E SAND 5YR 8/1
8.9
STEP 2 USING WATER -LEVEL RANGE ZONE
� �0•� taxa_ � ! /
17-54" B SAND 7YR 5/8
AND INDEX WALL MAP LOCATION
48-120' C SAND IOYR 6/6
0.4
SITE AND DETERMINE:
0.3
CONCRETE BOUND
(FOUND TYPICAL)
® APPROPRIATE INDEX WELL W2
GROUNDWATER WEEPING 0 108'
1.30
(() WATER -LEVEL RANGE ZONE
SOUTH
/ w ta�c�euala
STEP 3 USING MONTHLY REPORT "CURRENT
CAPE COD COMMISSION TECHNICAL BULLETIN 92-001
Ile
(GRAVEL ROAD)
fo8ae>SErxsM>E
SOAK
_9 BENCHMARK
DETERMINE CURRENT DEPTH TO
'
I ELEV.
WATER LEVEL FOR INDEX WELL 11/14 8
I ELEV.
/ / �tsiEMoosM
1w$Mmtt> srMm lmm
/
STEP 4 USING TABLE OF WATER -LEVEL ADJUSTMENTS
EL 10.39
1
9mirm
NAVD 1988
TO WATER LEVEL FOR INDEX WELL (STEP 3),
eaMD
AND WATER -LEVEL ZONE (STEP 28)
plrau)
SOUTH WEST DRIVE
DETERMINE WATER -LEVEL ADJUSTMENT5
SCALE: 1 " = 20'
STEP 5 ESTIMATE DEPTH TO HIGH WATER
ASSESSORS MAP 25 LOT
BY SUBTRACTING THE WATER
TW OF EE�
LEVEL ADJUSTMENT (STEP 4)
13-IM39
NAW 1988
FROM MEASURED DEPTH TO WATER
- FRONT YARD = 30' SIDE YARD = 15
REAR YARD = 20' (CURRENT
CONVENTIONAL SYSTEM LAYOUT
PROFILE OF SYSTEM
9'
CULTEC CHAMBER APPROVAL
IN ACCORDANCE WITH THE MODIFIED CERTIFICATION FOR GENERAL U FOR CULTEC
FOLLOWING
(Or 70 3r"AlE) '
CHAMBERS DATED FEBRUARY 22, 2010 PURSUANT TO TITLE 5, THE
9"
CALCULATIONS ADDRESS SECTION IV "CONDITIONS APPLICABLE TO THEI SYSTEM OWNER'
THAT A
3 CO OBSERVATION PIPE
man OF 36" VER
g'
IN WHICH A SYSTEM FOR NEW CONSTRUCTION SHALL DEMONSTRATE
OVER SY51E11 ( FYUSH GRAD,
t PER TRENCH
CONVENTIONAL ABSORPTION SYSTEM USING AGGREGATE CAN BE INSTALLED
ON THE
6' fR011 EkOSt1 GRADE
GRASS SIINFACE
SIZE.
MAGILBC TAPING
SEE CONSTRUCTION NOTE 7 ON SHEEP 2
MIN. FG.=124
_17.T.
2X NVtlYIlW SLOPE
DESIGN DATA-
OMGN F1 Oft
5 BEDROOM SINGLE FAMILY DWELLWG
1 I I- -.
7"
NUMBER OF BEDROOMS X 110 GAL/DR/DAY - DESIGN FLOW
MAGNETIC TAPING
FIVE (5) BEDROOMS X 110 GALA R/DAY - 550 GAL/DAY (GPD)
7"
I EACHNG FA YIY (CONVENTIONAL TRENCH PIPE do STONE)
RESEARCH BY:
JWN SOIL IMURAL QASS (310 CMR 15.243) (SANDS, LOAMY I (SLOAMY SANDS)
6'
DESIGN PERCOLATION RATE: t2 MIN./ N.
KGM/JWN LANG 1ERM ACCEPTANCE RATE (310 CMR 15.242) 0.74 GPD/SQ. FT.
6"
FIELD SURVEY:
DESIGN FLDW (GPD) / LTAR (GPO/SQ. FT.) - MILL LEACHING AREA (SQ. FT.)
COMPUTED BY:
JWN 550 GPID / 0.74 GPD/SQ. Fr. - 743 SQ. FT. REQUIRED.
RATE:
RATE:
DATE 11-14-14
SYSTEM AREA PROVIDED (so- Fr.) - # OF TRENCHES x LENGTH OF TRENCH x
DATE:
DATE:
DRAFTED BY:
DRD BPG
/ [(2X EFFECTIVE DEPTH) + WIDTH] so2 X 54 X [(2 X 2) + 31 756 &F
DEPTH:
DEPTH:
DESIGNED BY:
BPG �O ' 743 SJ: REWIRED.
EXCAVATION AREA REQUIRED a 641ONG BY 25' WIDE WITH 5' OVERING
HAS BEEN PERFORMED
CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, EXPERIENCE DESCRIBED
CHECKED BY.
BJW
DATE
REVISION
TITLE 5 SEWAGE DISPOSAL
SYSTEM
2 12 15
ADJUST ELEVATION OF SDS
DWELLING
3 17 15
ADD DRIP EDGE
TO C
11 SOUTH WEST DRIVE
4 1515 C NSERVATION
COMMISSION COMMENTS
YARMOUTH, MA 02601
24' RAItIw WW AfmLY REHOVABE
APPLICANT
RECORD
OWNER:
LvffEARE
COVERS OF OL ME YAl[RIAL UK F.G.=12.5
24' IABARON FMARY
GEORGE &
JANA TARASENKO
b'
mm OF FINISH
87 PATRICKS RUN
LAH244 RM AND COVER
STOUGHTON, MA 02072
508-889-5992
AT 6RAOE OR APPROVED EQUAL
ClfAHOUf
J
-
4
SM 40 PVC
WV=10.97
(00
BUTTING SM 4' SOL 40 PVC OR
CAST F011rBR LEAD NO MW JOINTS
9
f SCH. 40 PVC
OUm vflH
ZAB1L FILTER
Know what's below.
Call before you dig.
7.2'
PROPOSED
SILT PENCE -
AID SILTS m
AP 25, IAT 301
1fi00 OAIION�
SEPDC UNK
PROPOSED Di FRADON BOOL -
PROPOSED
OBSERWIDON PORT (r►: OF 4
AP 25, LOT 299
I■
mi
9
f SCH. 40 PVC
OUm vflH
ZAB1L FILTER
Know what's below.
Call before you dig.
7.2'
PROPOSED
SILT PENCE -
AID SILTS m
AP 25, IAT 301
1fi00 OAIION�
SEPDC UNK
PROPOSED Di FRADON BOOL -
PROPOSED
OBSERWIDON PORT (r►: OF 4
AP 25, LOT 299
N
` /yo
imm1 W •d rr
•I•I:a
AP 25, LOT 303
9.9'
HIGH GROUND -WATER LEVEL COMPUTATION FOR it SOUTH WEST DRIVE
6-12' E SAND 5YR 8/1
STEP 1 MEASURE DEPTH TO WATER TABLE
TO NEAREST 1/10 FT. DATE 11/14/14
6-17" E SAND 5YR 8/1
8.9
STEP 2 USING WATER -LEVEL RANGE ZONE
� �0•� taxa_ � ! /
17-54" B SAND 7YR 5/8
AND INDEX WALL MAP LOCATION
48-120' C SAND IOYR 6/6
0.4
SITE AND DETERMINE:
0.3
CONCRETE BOUND
(FOUND TYPICAL)
® APPROPRIATE INDEX WELL W2
GROUNDWATER WEEPING 0 108'
1.30
(() WATER -LEVEL RANGE ZONE
SOUTH
WEST DRIVE
STEP 3 USING MONTHLY REPORT "CURRENT
CAPE COD COMMISSION TECHNICAL BULLETIN 92-001
Ile
(GRAVEL ROAD)
WATER RESOURCES CONDITIONS
SOAK
_9 BENCHMARK
DETERMINE CURRENT DEPTH TO
DEPTH HORIZON SOIL TYPE SOIL COLO
I ELEV.
WATER LEVEL FOR INDEX WELL 11/14 8
I ELEV.
STEP 4 USING TABLE OF WATER -LEVEL ADJUSTMENTS
EL 10.39
1
FOR INDEX WELL (STEP 2A), CURRENT DEPTH
NAVD 1988
TO WATER LEVEL FOR INDEX WELL (STEP 3),
AND WATER -LEVEL ZONE (STEP 28)
2°
DETERMINE WATER -LEVEL ADJUSTMENT5
SCALE: 1 " = 20'
STEP 5 ESTIMATE DEPTH TO HIGH WATER
ASSESSORS MAP 25 LOT
BY SUBTRACTING THE WATER
LEVEL ADJUSTMENT (STEP 4)
FROM MEASURED DEPTH TO WATER
- FRONT YARD = 30' SIDE YARD = 15
REAR YARD = 20' (CURRENT
LEVEL AT SITE (STEP 1) f 6.51
PROFILE OF SYSTEM
N
` /yo
imm1 W •d rr
•I•I:a
AP 25, LOT 303
3'
JAMES
W.
NIEVA
39399
FILE COPY
GRAPHIC SCALE
(INS)
1 INCH - 20 FEET
FLIER FABRIC AT IN
E
2 LOCATIONS FM
15.
% 101 101 101-191 101101
4' SCH 40 PVC WITH 6' CRUSHED STONE 44.3
UT JOINTS LEACHING TRENCHES
DISTRIBUTION BOX (ter � ��
(NOT TO SINE) TRENCH CONFIGURA110N
2 TRENCHES 44.3' LONG SPACED 12' O.C.
CONTAINING 7 CULTEC 180 HD CHAMBERS EACH TRENCH
1'
36'
ISPECTIONS REQUIRED OF THE
PLEASE NOTIFY DUNN-McKENZIE, INC. (800-540-9720) ,
AT LEAST 48 HOURS TN ADVANCE
1. SEPTIC TANK EXCAVATION WITH STONE PRIOR TO SEPTIC TANK PLACEMENT.
2. LEACHING FIELD EXCAVATION PRIOR TO BACKFILLING WITH "SEWER GRAVEL".
3. 'SEWER GRAVEL" BACKFILL - MUST PASS SIEVE TEST (SEE NOTE #1 ON SHEET #2 UNDER "SYSTEM IN FILL").
4. ALL PIPING AND CHAMBER ELEVATIONS PRIOR TO BACKFILL.
5. FILTER FABRIC AND FINAL GRADING OVER ENTIRE SYSTEM.
* EXCAVATION NOTE
THE ENGINEER MAY ORDER THE REMOVAL OF ADDITIONAL UNSUITABLE SOIL
THAT MAY BE ENCOUNTERED UPON INSPECTION OF OPEN EXCAVATION.
DATUM NOTE :
ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM - 1988
BENCHMARK NOTE:
BENCHMARK SHALL BE SET WITHIN 50 FT. OF LEACHING SYSTEM PRIOR TO ANY CONSTRUCTION.
REMOVE THESE SOIL HORIZONS
SEE 'LEACHING FIELD' NOTE 6 ON SHEET 2
SOIL TEST RESULTS
TEST HOLE: 14-1 11-14-14 GROUND ELEV.= 10.4 ST HOLE: 14-2 DATE: 11-14-14 GROUND M= 10.3
DEPTH HORIZON SOIL TYPE SOIL. COLO I ELEV. rDEPTH HORIZON SOIL TYPE SOIL COLORI ELEV.
LOAM/ WR 7/8'
9.9'
2-6"/ / A /SANDY LRAM/ 7YR 7/8/
6-12' E SAND 5YR 8/1
9.4
6-17" E SAND 5YR 8/1
8.9
12-48' B SAND 7YR 5/8
� �0•� taxa_ � ! /
17-54" B SAND 7YR 5/8
5.8
48-120' C SAND IOYR 6/6
0.4
54-120' C SAND 10YR 6/6
0.3
CONCRETE BOUND
(FOUND TYPICAL)
11155T
GROUNDWATER WEEPING 0 108'
1.30
GROUNDWATER ELEV. (2.50 FRIMPTER ADJUSTMENT)
SOUTH
WEST DRIVE
1 3.80
CAPE COD COMMISSION TECHNICAL BULLETIN 92-001
Ile
(GRAVEL ROAD)
CAPE COD COMMISSION TECHNICAL BULLETIN 92-001
SOAK
_9 BENCHMARK
TEST HOLE DATE GROUND ELEV.=
DEPTH HORIZON SOIL TYPE SOIL COLO
I ELEV.
TOP OF CONCRETE BOUND
I ELEV.
12"
EL 10.39
1
12"
NAVD 1988
Ila
SITE PLAN
2°
SCALE: 1 " = 20'
11"
ASSESSORS MAP 25 LOT
302
ZONING REFERENCE R-25
BUILDING SETBACK
- FRONT YARD = 30' SIDE YARD = 15
REAR YARD = 20' (CURRENT
ZONING)
PROFILE OF SYSTEM
9'
1:39
(Or 70 3r"AlE) '
YV1WW OF COVER
9"
3 CO OBSERVATION PIPE
man OF 36" VER
g'
OVER SY51E11 ( FYUSH GRAD,
t PER TRENCH
6' fR011 EkOSt1 GRADE
GRASS SIINFACE
MAGILBC TAPING
SEE CONSTRUCTION NOTE 7 ON SHEEP 2
MIN. FG.=124
_17.T.
2X NVtlYIlW SLOPE
8"
1 I I- -.
7"
MAGNETIC TAPING
3'
JAMES
W.
NIEVA
39399
FILE COPY
GRAPHIC SCALE
(INS)
1 INCH - 20 FEET
FLIER FABRIC AT IN
E
2 LOCATIONS FM
15.
% 101 101 101-191 101101
4' SCH 40 PVC WITH 6' CRUSHED STONE 44.3
UT JOINTS LEACHING TRENCHES
DISTRIBUTION BOX (ter � ��
(NOT TO SINE) TRENCH CONFIGURA110N
2 TRENCHES 44.3' LONG SPACED 12' O.C.
CONTAINING 7 CULTEC 180 HD CHAMBERS EACH TRENCH
1'
36'
ISPECTIONS REQUIRED OF THE
PLEASE NOTIFY DUNN-McKENZIE, INC. (800-540-9720) ,
AT LEAST 48 HOURS TN ADVANCE
1. SEPTIC TANK EXCAVATION WITH STONE PRIOR TO SEPTIC TANK PLACEMENT.
2. LEACHING FIELD EXCAVATION PRIOR TO BACKFILLING WITH "SEWER GRAVEL".
3. 'SEWER GRAVEL" BACKFILL - MUST PASS SIEVE TEST (SEE NOTE #1 ON SHEET #2 UNDER "SYSTEM IN FILL").
4. ALL PIPING AND CHAMBER ELEVATIONS PRIOR TO BACKFILL.
5. FILTER FABRIC AND FINAL GRADING OVER ENTIRE SYSTEM.
* EXCAVATION NOTE
THE ENGINEER MAY ORDER THE REMOVAL OF ADDITIONAL UNSUITABLE SOIL
THAT MAY BE ENCOUNTERED UPON INSPECTION OF OPEN EXCAVATION.
DATUM NOTE :
ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM - 1988
BENCHMARK NOTE:
BENCHMARK SHALL BE SET WITHIN 50 FT. OF LEACHING SYSTEM PRIOR TO ANY CONSTRUCTION.
REMOVE THESE SOIL HORIZONS
SEE 'LEACHING FIELD' NOTE 6 ON SHEET 2
SOIL TEST RESULTS
TEST HOLE: 14-1 11-14-14 GROUND ELEV.= 10.4 ST HOLE: 14-2 DATE: 11-14-14 GROUND M= 10.3
DEPTH HORIZON SOIL TYPE SOIL. COLO I ELEV. rDEPTH HORIZON SOIL TYPE SOIL COLORI ELEV.
LOAM/ WR 7/8'
9.9'
2-6"/ / A /SANDY LRAM/ 7YR 7/8/
6-12' E SAND 5YR 8/1
9.4
6-17" E SAND 5YR 8/1
8.9
12-48' B SAND 7YR 5/8
6.4
17-54" B SAND 7YR 5/8
5.8
48-120' C SAND IOYR 6/6
0.4
54-120' C SAND 10YR 6/6
0.3
GROUNDWATER WEEPING 0 110'
1.23
GROUNDWATER WEEPING 0 108'
1.30
GROUNDWATER ELEV. (2.50 FRIMPTER ADJUSTMENT)
3.73
GROUNDWATER ELEV. (2.5' FRIMPTER ADJUSTMENT)
1 3.80
CAPE COD COMMISSION TECHNICAL BULLETIN 92-001
SOAK
CAPE COD COMMISSION TECHNICAL BULLETIN 92-001
SOAK
TEST HOLE DATE GROUND ELEV.=
TEST HOLE DATE GROUND ELEV.=
DEPTH HORIZON SOIL TYPE SOIL COLO
I ELEV.
DEPTH HORIZON SOIL TYP SOIL COLOR
I ELEV.
SOIL EVALUATOR: JAMES W. NIEVA, PLS, C.S.E.
staffrMA
I B.O.H. AGENT: AMY L vonHONE, R.S., C.H.O.
PERCOLATION TESTS
TEST NO.: 14-2 DB= 10.3
TEST NO.: ELEV.=
TEST NO.: a"=
TEST NO.: ELEV.=
DATUM
TIME
INTERN
DATUM
TIME
JINTERVAL
DATUM
TIME
INTERVAL
DATUM
TIME
TRERV)
SOAK
1:22 - 1:37
SOAK
SOAK
SOAK
12'
1.37
12"
12"
1
12"
Ila
11"11"
11"
10'
10'
10'
10"
9'
1:39
9"
9"
g'
8'
8'
8"
8"
7"
7"
7"
7"
6"
1 1:41
6'
6"
6"
RATE: <2 MPI
RATE:
RATE:
RATE:
DATE 11-14-14
DATE:
DATE:
DATE:
DEPTH: 36"
DEPTH:
DEPTH:
DEPTH:
CERTIFY THAT ON JULY 1, 2010, 1 HAVE PASSED THE EXAMINATION APPROVED BY THE
DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS
HAS BEEN PERFORMED
CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, EXPERIENCE DESCRIBED
IN 310CMR 15.018(2).
JAMES W. NIEVA, PLS, SOIL EVALUATOR SE#13258
TITLE 5 SEWAGE DISPOSAL
SYSTEM
FOR A PROPOSED 5 BEDROOM
DWELLING
LOCATION
TO C
11 SOUTH WEST DRIVE
YARMOUTH, MA 02601
APPLICANT
RECORD
OWNER:
S.L. BENOIT
GEORGE &
JANA TARASENKO
206 DEDHAM STREET
87 PATRICKS RUN
NORFOLK, MA 02056
STOUGHTON, MA 02072
508-889-5992
J
Dunn • McKenzie
Inc.
n.E 5 SM SAND
LAND SURVEYING AND CIVIL ENGINEERING
206 DEDHAM STREET, Rt.1A at Rt.115
NORFOLK, MASSACHUSETTS 02056
(508) 384-3990 - FAX (508) 384-3905
email 11
enzle.com
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(Nor 70ST w DATE: JANUARY 16, 2015 1 SHEET 1 OF 2 1 JOB NO. 5221