HomeMy WebLinkAbout36 Wimbledon Drive Proposed Septic DesignTOP OF FOUNDATION
ELEV. = 100.50-
_ i
{4
Ij 5
6
7
8
LEGEND:
---------------
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST_ �,9v 1 DATE Of S01! TEST �zCE0.,AEP 29r a
CONCRETE 2
CLEAN SAND SOIL TEST DONE BY SW.LjSr cn+ Nc ,UO
INSPECTION PORT WITNESSED BY _Q AH�t
COVERS _TY
4' SCHEDULE 40 PVC PIPE LOAV Ar'' SEED OBSERVATION HOLE ELEV.= 99.60 ;
MIN. PITCH 0/8' PER FL 2 LAYER OF PERCOLATION RATE < 2 MIN.ANCH AT 56 rr j
EXISTING SPOT ELEVATION •0.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION Tp
UTILITY POLE �
MOWN -WATER -W �sul�W
CATCH BASIN ❑
GAS LINEGt"7
CESSPOOL CP
CLEANOUT --sem C.O.
DEPTH HORIZ
TEXTURE
"
MOTT.
OT R
0-10 A
�1/F TO 1/2
10YR3/3
NO
4" CAST IRON PIPE
J
LOAMY SAND
10YR5/6
00,10 tAAX
tWA"'+ED STONE
26-120 C
MEDIUM/
(OR EQUAL) MINIMUM
"
�
INDEX
ADJUST
FINE SAND
9'X,5 MIN.
VENT
REQUIRED
FREE OF FINES & SILT
PITCH 1/4' PER FT.
1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P,
SEWAGE DISPOSAL
SYSTEM PROFlLE
SYSTEM (SAS)(FI--20)
DESIGN CALCULATIONS
NOT TO
SCALE
-
NUMBER OF BEDROOMS 3
3.
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
GARBAGE DISPOSAL UNIT
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USGS PROBABLE WATER TAL'LE ELEV. =
FLOW LINE
TOTAL ESTIMATED FLOW
4.
ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
OBSERVED WATER TABLE { / / ) ELEV: _
ELEV. - 97.50
Io* y
5.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
97.10
9Q$Q_
REQUIRED SEPTIC TANK CAPACITY _664- GAL.
TMIN. I
6.
ACTUAL SIZE OF SEPTIC TANK1
_.1_5Q9L GAL
CONTRACTOR IS TO CALL 'DIG -SAFE' AT 1-888-344-7233
I
LEV..
97.00 2
7.
CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL
A"^
ELEV. _�
ELEV. _
LEVOEL
6" SUMP ELEV. 96.60
., i -° ?
• 10 °ELEV.
_ 9577
BAFFLE
X88_77
DISTRIBUTION ---
°° ° °`°o a ° °° °° °.1;•
µ
". 0
AD
OUTLET
ELEV. _
° °
° ° ° ° ° ° ° °
_
° ° ELEV.
_ 94so
EET
14 INCHES
. :1
TO BE PLACED ON FIRM
( BASE)
BOX
° °
.
EET
EET
EET
19 INCHES
24
24 INCHES
/��1
1500 GALLON
TO BE WATER TESTED
IF MORE THAN ONE OUTLET
wnucc
( 6 ) 1#0H CAPAdTY/NF/L7RAr(
EXISTING SPOT ELEVATION •0.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION Tp
UTILITY POLE �
MOWN -WATER -W �sul�W
CATCH BASIN ❑
GAS LINEGt"7
CESSPOOL CP
CLEANOUT --sem C.O.
DEPTH HORIZ
TEXTURE
COLOR
MOTT.
OT R
0-10 A
LOAMY SAND
10YR3/3
NO
3/4' TO 1 1/2" CLEAN
10-26 B
LOAMY SAND
10YR5/6
(6X43)+(49X2X2)
26-120 C
MEDIUM/
2.5Y7/4
"
�
INDEX
ADJUST
FINE SAND
RESERVE LEACHING CAPACITYGAL./DAY
FEB. 1, 2005
FREE OF FINES & SILT
SEPTIC TANK
{TO BE PLACED ON FIRM BASE)
L -
INA 6'X 43'X 24"7RENOf f`y'_l t±bd
z
WELL N/A
.00 ZONE
NO WATER ENCOUNTERED AT __]2D= ELEV. Bo 60
EFFLUENT LOADING RATE _Q.7}_ GAL/DAY/S.F.
3/4' TO 1 1/2" CLEAN
LEACHING AREA 454_00 SO. FT.
(6X43)+(49X2X2)
SF'L�=M?E GIl�G
P
508- 235 GREAT
BOX 713 ROAD
398-3922 SOUTH DENNIS, MASS. 02660
LEACHING CAPACITY (AREA X RATE) X54$ GAL/DAY
DOUBLE WASHED STONE
p
SOIL ABSORPTION I
�
INDEX
ADJUST
RESERVE LEACHING CAPACITYGAL./DAY
FEB. 1, 2005
FREE OF FINES & SILT
1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P,
SEWAGE DISPOSAL
SYSTEM PROFlLE
SYSTEM (SAS)(FI--20)
DESIGN CALCULATIONS
NOT TO
SCALE
-
NUMBER OF BEDROOMS 3
3.
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
GARBAGE DISPOSAL UNIT
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USGS PROBABLE WATER TAL'LE ELEV. =
TOTAL ESTIMATED FLOW
4.
ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
OBSERVED WATER TABLE { / / ) ELEV: _
( 110 GAL./BR./DAY X _1_ BR) --=- GAL./DAY
5.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
BOTTOM OF TEST HOLE ELEV. =
9Q$Q_
REQUIRED SEPTIC TANK CAPACITY _664- GAL.
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6.
ACTUAL SIZE OF SEPTIC TANK1
_.1_5Q9L GAL
ON
�O,�G
\ 99.;
99.2
• 97.
97.5/
• 98.4
THE DESIGN ENGINEER IMMEDIATELY. 0
8. PARCEL IS IN FLOOD ZONE C
1 9. LOT IS SHOWN ON ASSESSORS MAP __M_ AS PARCEL _,Vt-
10. EXISTING STRUCTURE, SEPTICS, AND ALL UTILITIES ARE TO BE REMOVED
[ _41 FROM SITE AND REPLACED WITH NEW AS SHOWN.
rh
��F� rlSTE„MR��Ar % t i •�
SOIL CLASSIFICATION �(-
L -
T�
DESIGN PERCOLATION RATE $9i- MIN./IN.
.% TP,4yA sr`.
OAIGNEAULT�1" 1'0
EFFLUENT LOADING RATE _Q.7}_ GAL/DAY/S.F.
LEACHING AREA 454_00 SO. FT.
(6X43)+(49X2X2)
SF'L�=M?E GIl�G
P
508- 235 GREAT
BOX 713 ROAD
398-3922 SOUTH DENNIS, MASS. 02660
LEACHING CAPACITY (AREA X RATE) X54$ GAL/DAY
DATE JAN 5, 2005
454.00 X 0.74
RESERVE LEACHING CAPACITYGAL./DAY
FEB. 1, 2005
NOTES:
1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P,
-
TITLE AND THE TOWN'S RULES AND REGULATIONS FOR THE
SHEET 1 OF 1
SUBSURFACE DISPOSAL OF SEWAGE.
2.
ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
-
WITHIN 6" OF FINISHED GRADE.
3.
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4.
ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
MORTARED IN PLACE,
5.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6.
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION
CONTRACTOR IS TO CALL 'DIG -SAFE' AT 1-888-344-7233
AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE.
7.
CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL
A"^
AS SITE COND17IONS PRIOR TO COMMENCING WORK ON SITE.
;; -''a
ANY VARIATION IS TO BE BROUGHT TO THE ATTENTIONF
THE DESIGN ENGINEER IMMEDIATELY. 0
8. PARCEL IS IN FLOOD ZONE C
1 9. LOT IS SHOWN ON ASSESSORS MAP __M_ AS PARCEL _,Vt-
10. EXISTING STRUCTURE, SEPTICS, AND ALL UTILITIES ARE TO BE REMOVED
[ _41 FROM SITE AND REPLACED WITH NEW AS SHOWN.
rh
��F� rlSTE„MR��Ar % t i •�
4 r '_ r c Ic'S l
�i
/� /
APPROVED; BOARD OF HEALTH
DATF A(C'KfT
L -
T�
.I
.% TP,4yA sr`.
OAIGNEAULT�1" 1'0
4 r '_ r c Ic'S l
�i
/� /
APPROVED; BOARD OF HEALTH
DATF A(C'KfT
C.-155�PROJI6116-00�dwol6116-00.OWG 0
rocuS
siAl
�9r
PROPOSED SEPTI=DESIGN
FOR
TOM FINE
LOC. 36 TiMMLEDON DR
TEST YARMOUTH, MASS.
SF'L�=M?E GIl�G
P
508- 235 GREAT
BOX 713 ROAD
398-3922 SOUTH DENNIS, MASS. 02660
DATE JAN 5, 2005
SCALE
foe N0. 6116-00
FEB. 1, 2005
LOCATION ' q 05
REv.
SHEET 1 OF 1
C.-155�PROJI6116-00�dwol6116-00.OWG 0