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TOP FNDN. AT EL. 23.1' SYSTEM PROFILE
ACCESS COVER TO WITHIN OF FIN. GRADE INOT TO SCALE)
6"
/- ACCESS COVER (WATERTIGHT) TO
22.5' MINIMUM .75 OF COVER OVER PRECAST �! WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
21.8 2" DOUBLE WASHED PERSTONE
s RUN PIPE LEVEL /
t 21.6 FOR FIRST 2'
PROPOSED 1500
* 20.65' GALLON SEPTIC 20.0'
Ia!l20.2_5'J/TANK (H- 1 �) BGASAFFLE , o 9.17' p p O = . 0 C] 0 O O og
1998
.4ia�z 0 19.0' OOOO 0 0000 0
MIN 0000 a000
( 7. SLOPE) \_6" CRUSHED STONE OR MECHANICAL o2,111
0 0 Cl Cl 0 E] Cl O 0
COMPACTION. (15.221 [2]) oo `�
DEPTH OF FLOW = 4' (-,q-7 SLOPE) (-!-% SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE
TEE. SIZES:.
INLET DEPTH = 10"
OUTLET DEPTH 14
33' _LEACHING
FOUNDATION- 26' SEPTIC. TANK 21 D BOX 19' FACILITY
13'
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION Of
SEPTIC SYSTEM
ALL SEWER LINES TO BE 4" SCH. 40 PVC, TO
BE CONNECTED TO PROPOSED SEPTIC TANK AT
MIN. 2% SLOPE
TEST HOLE LOGS
PROVIDE INSPECTION PORT WITHIN
6' OF FINISH GRADE ENGINEER: LISA LYONS, RS
2.8WITNESS: AMY VON HONE. RS
DATE: 4//'1.105
3' MAX. PERC. RATE _ < 2 MIN/INCH
19.8' CLASS I SOILS P#
Q ELEV.
17.0' 0" 22.4'
o - A
LS
9" 1OYR 3/3
B
6.2' LS
29" 10YR 4/6
19.98'
C
10.8,
PERC
F/MS
2.5Y 6/4
ASSESSORS MAP 69 PARCEL 163
VARIANCES REQUESTED UNDER MAX.
FEASIBLE COMPLIANCE 15.405:
lo: REDUCTION IN SETBACK, SAS TO
LOT LINE (10' TO 5'); ST TO LOT
LINE (10' TO 5')
lb: REDUCTION IN SETBACK, SAS TO
FOUNDATION (20' TO 15'); ST TO
FNDN (10' TO 8')
z2 139" 10.8'
s HED 2.6 NGWE
22.5 NOTES:
PROVIDE SWEEPS/LONG
TH 2.0 NOT ALLOWED ASSUMED
o� ® RADIUS BENDS THIS LINE. SEPTIC DESIGN: (GARBAGE DISPOSER I5 ) 1. DATUM IS
g5'DESIGN FLOW: 3 BEDROOMS ( 110 GPD) 330 GPD 2. MUNICIPAL WATER IS EXISTING
$ CID 7+2 4 \� USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
si� s PROVIDE CLEANOUT 330 2 = 660 4. DESIGN LOADING FOR ALL PRECAST. UNITS TO BE AASHO H
16" OAK - 10
zz.e 'CJS SEPTIC TANK: -GPD (-) 5. PIPE JOINTS TO BE MADE WATERTIGHT.
II
� \ � 14" OAK USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
CONC. INV• L ENVIRONMENTAL CODE TITLE V.
_I- + 2 .4 ELK. ! 21.6' LEACHING:
i I 22�a 123
2 ,4 ^� NV. EL 21.6'. i/i _ -- - SIDES: 2(33 + 8.83) 2 (.74) = 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
23.3�RoP�S� SUN = 215 TO BE USED FOR ANY OTHER PURPOSE.
i A RDOM //'X/�� BOTTOM: 33 x 8.83 (.74) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
SHED 229 IN~ 20.65 {ice n� 9 456 338 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
22.2 �tO TOTAL: S.F. GPD
21.1 USE (3) 500 GAL LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF. HEALTH AND PERMISSION OBTAINED
Exlsr. DWELL ti FROM BOARD OF HEALTH.
ti RHEgp 20.2 EQUAL) WITH 2' STONE AT SIDES AND 3.75' AT
22D
S. + 10. PUMP &REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
T ENDS
22.4
yp 22.2 !y.
so. ,K2U,1 LEGEND TITLE 5 SITE PLAN
1.0 BENCH MARK - CTR OF
LOT 15 �� � C.BASIN EL. = 20.0 100.0 PROPOSED SPOT ELEVATION OF
7,999± SQ. FT. 9�.' 6- LAURIE'S LANE
100x0 EXISTING SPOT ELEVATION IN THE TOWN OF:
f *los \ PROPOSED CONTOUR
100 (SOUTH) YARMOUTH
� 2 �/ PJR 100- EXISTING CONTOUR PREPARED FOR: LINDA KING
X20.7 20 0 20 40 60
BOARD OF HEALTH
MA SCALE: 1" = 20' DATE: APRIL 13, 2005
APPRDVED DATE
mg soe xx-oeeo
OF 7,(SS1H OF'k'9S
down cape engineering, inc. o+ naNEH �C �°+ ARNE
OJALAt H.
CIVIL ENGINEERS CIVIL
omIIL
LAND �URVEY0RS
't N .3079 •2 e u
i
n9 main st. ydrt�0uth, ria 02675 AR JALA,' XL S. DATE
05-062 r
f
I
e
TOP FNDN. AT EL. 23.1' SYSTEM PROFILE
ACCESS COVER TO WITHIN OF FIN. GRADE INOT TO SCALE)
6"
/- ACCESS COVER (WATERTIGHT) TO
22.5' MINIMUM .75 OF COVER OVER PRECAST �! WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
21.8 2" DOUBLE WASHED PERSTONE
s RUN PIPE LEVEL /
t 21.6 FOR FIRST 2'
PROPOSED 1500
* 20.65' GALLON SEPTIC 20.0'
Ia!l20.2_5'J/TANK (H- 1 �) BGASAFFLE , o 9.17' p p O = . 0 C] 0 O O og
1998
.4ia�z 0 19.0' OOOO 0 0000 0
MIN 0000 a000
( 7. SLOPE) \_6" CRUSHED STONE OR MECHANICAL o2,111
0 0 Cl Cl 0 E] Cl O 0
COMPACTION. (15.221 [2]) oo `�
DEPTH OF FLOW = 4' (-,q-7 SLOPE) (-!-% SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE
TEE. SIZES:.
INLET DEPTH = 10"
OUTLET DEPTH 14
33' _LEACHING
FOUNDATION- 26' SEPTIC. TANK 21 D BOX 19' FACILITY
13'
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION Of
SEPTIC SYSTEM
ALL SEWER LINES TO BE 4" SCH. 40 PVC, TO
BE CONNECTED TO PROPOSED SEPTIC TANK AT
MIN. 2% SLOPE
TEST HOLE LOGS
PROVIDE INSPECTION PORT WITHIN
6' OF FINISH GRADE ENGINEER: LISA LYONS, RS
2.8WITNESS: AMY VON HONE. RS
DATE: 4//'1.105
3' MAX. PERC. RATE _ < 2 MIN/INCH
19.8' CLASS I SOILS P#
Q ELEV.
17.0' 0" 22.4'
o - A
LS
9" 1OYR 3/3
B
6.2' LS
29" 10YR 4/6
19.98'
C
10.8,
PERC
F/MS
2.5Y 6/4
ASSESSORS MAP 69 PARCEL 163
VARIANCES REQUESTED UNDER MAX.
FEASIBLE COMPLIANCE 15.405:
lo: REDUCTION IN SETBACK, SAS TO
LOT LINE (10' TO 5'); ST TO LOT
LINE (10' TO 5')
lb: REDUCTION IN SETBACK, SAS TO
FOUNDATION (20' TO 15'); ST TO
FNDN (10' TO 8')
z2 139" 10.8'
s HED 2.6 NGWE
22.5 NOTES:
PROVIDE SWEEPS/LONG
TH 2.0 NOT ALLOWED ASSUMED
o� ® RADIUS BENDS THIS LINE. SEPTIC DESIGN: (GARBAGE DISPOSER I5 ) 1. DATUM IS
g5'DESIGN FLOW: 3 BEDROOMS ( 110 GPD) 330 GPD 2. MUNICIPAL WATER IS EXISTING
$ CID 7+2 4 \� USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
si� s PROVIDE CLEANOUT 330 2 = 660 4. DESIGN LOADING FOR ALL PRECAST. UNITS TO BE AASHO H
16" OAK - 10
zz.e 'CJS SEPTIC TANK: -GPD (-) 5. PIPE JOINTS TO BE MADE WATERTIGHT.
II
� \ � 14" OAK USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
CONC. INV• L ENVIRONMENTAL CODE TITLE V.
_I- + 2 .4 ELK. ! 21.6' LEACHING:
i I 22�a 123
2 ,4 ^� NV. EL 21.6'. i/i _ -- - SIDES: 2(33 + 8.83) 2 (.74) = 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
23.3�RoP�S� SUN = 215 TO BE USED FOR ANY OTHER PURPOSE.
i A RDOM //'X/�� BOTTOM: 33 x 8.83 (.74) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
SHED 229 IN~ 20.65 {ice n� 9 456 338 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
22.2 �tO TOTAL: S.F. GPD
21.1 USE (3) 500 GAL LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF. HEALTH AND PERMISSION OBTAINED
Exlsr. DWELL ti FROM BOARD OF HEALTH.
ti RHEgp 20.2 EQUAL) WITH 2' STONE AT SIDES AND 3.75' AT
22D
S. + 10. PUMP &REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
T ENDS
22.4
yp 22.2 !y.
so. ,K2U,1 LEGEND TITLE 5 SITE PLAN
1.0 BENCH MARK - CTR OF
LOT 15 �� � C.BASIN EL. = 20.0 100.0 PROPOSED SPOT ELEVATION OF
7,999± SQ. FT. 9�.' 6- LAURIE'S LANE
100x0 EXISTING SPOT ELEVATION IN THE TOWN OF:
f *los \ PROPOSED CONTOUR
100 (SOUTH) YARMOUTH
� 2 �/ PJR 100- EXISTING CONTOUR PREPARED FOR: LINDA KING
X20.7 20 0 20 40 60
BOARD OF HEALTH
MA SCALE: 1" = 20' DATE: APRIL 13, 2005
APPRDVED DATE
mg soe xx-oeeo
OF 7,(SS1H OF'k'9S
down cape engineering, inc. o+ naNEH �C �°+ ARNE
OJALAt H.
CIVIL ENGINEERS CIVIL
omIIL
LAND �URVEY0RS
't N .3079 •2 e u
i
n9 main st. ydrt�0uth, ria 02675 AR JALA,' XL S. DATE
05-062 r