HomeMy WebLinkAbout50 Swan Lake Road Proposed Septic Design 2TOP OF FOUNDATION
ELEV. = 103.50
10 FT. MINIMUM - 10 FT. MINIMUM FROM
CONCRETE
.COVERS �
CRAWL SPALL
4" SCHEDULE 40 PVC PIPE
MIN, PITCH 1/8" PER FT.
3.00
4" CAST IRON PIPE
TEXTURE
COLOR
MOTT.
p-
(OR EQUAL) MINIMUM
0/A
LOAMY SAND
10YR6/1
NO
PITCH 1/4" PER FT.
11-31
B
LOAMY SAND
10YR5/6
FLOW
LINE
C
MEDIUM SAND
ELEV. = 100_50 -
10"
-TWIN2O
EXISTING SPOT ELEVATION 00,0
e o
100.00_
USGS PROBABLE WATER _23.M_
OBSERVED WATER TABLE (12/19/2D01) ELEV. = _4L0�_
�0.�'1_
i
ELEV.
_
LEVEL e
BOTTOM OF TEST HOLE ELEV. _
ELEV. _ L00�5
REQUIRED SEPTIC TANK CAPACITY _j50_ GAL.
GAS ELEV.
= 99.97 6" SUMP ELEV.
SOIL TEST LOCATION
ACTUAL SIZE OF SEPTIC TANK _1� GAL
BAFFLE
DISTRIBUTION
„}
CATCH BASIN ���
ELEV. _
-
LEACHING AREA - SD. FT.
BOX _tma_
LIQUID
DEPTH
OUTLET
TFF
(TO BE PLACED
ON FIRM BASE)
TO BE WATER TESTED
4 FEET
5 FEET
14 INCHES
19 INCHES
GALLON
IF MORE THAN ONE OUTLET
6 FEET
24 INCHES
.1500
(TO BE PLACED ON FIRM BASE)
7 FEET
29 INCHESSEP
34 INCHES
1 iTt
C
TANK
3/4" TO 1 1/2" CLEAN
8 FEET
NOTES:
DOUBLE WASHED STONE
I� ZOQZ �, T ariur
FREE OF FINES do SILT
SEWAGE
DISPOSAL
SYSTEM PROFlLE
I
TITLE 5 AND THE TOWN OF __YMMWT�L- RULES AND
NOT TO
SCALE
mmmAm06! 0 Do,
100.0 p�
' OP
_�o-p 69-
x
9x Io0*6,.'
x : Q��� SPO OJ x 9e.5
x 100.8 X' �a
NI) 55
1 cx) X T01.3
SOIL TEST
DATE OF SOIL TEST DECEMBE11_9, 2001
SOIL TEST DONE BY SwEETSLR ENGINE RING
CLEAN SAND WITNESSED BY A_VQN HONE____ "
L(10 5 OBSERVATION HOLE 2 ELEV=_`loo.Bo
LOAM AND SEED OBSERVATION HOLE 1 ELEV.=__ -_
./INCH AT __ NO _ INCHES PERCOLATION RATE _ < �__ MIN./INCH IN ;C HORIZON
I PERCOLATION RATE _< 2 MIN
2'. LAYER OF
1/8" TO 1/2"
3 MAX WASHED STONE
100.78 MEIN. NOT
TREQUIRED
z 1 CU. FT. OF
CONCRETE
ANCHOR
100.03 cp
o
e 10" a ELEV. = 98 70
I
4 HIGH CAPACITY INFILTRATORS WITH
STONE .IN.AN z
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-11
0/A
LOAMY SAND
10YR6/1
NO
11-31
B
LOAMY SAND
10YR5/6
7ROOTS
31-120
C
MEDIUM SAND
2.SY8/4
_
EXISTING SPOT ELEVATION 00,0
I1' X 38' X 10' TRENCH FORMATION
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
SOIL ABSORPTION
0/A
LOAMY.SAND
10YR5/1
,�0
ROOTS
r
B
LOAMY SAND
10YR5/8
LEGEND:
C
MEDIUM SAND
2.5Y8/4
_
EXISTING SPOT ELEVATION 00,0
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
USGS PROBABLE WATER _23.M_
OBSERVED WATER TABLE (12/19/2D01) ELEV. = _4L0�_
�0.�'1_
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION
.1
BOTTOM OF TEST HOLE ELEV. _
FINAL CONTOUR
REQUIRED SEPTIC TANK CAPACITY _j50_ GAL.
P
SOIL TEST LOCATION
ACTUAL SIZE OF SEPTIC TANK _1� GAL
s
„}
I1' X 38' X 10' TRENCH FORMATION
to
5•�
WATER
ENCOUNTERED AT SIE- ELEV. _ _ Q0.9A
WATER ENCOUNTERED AT 17a" ELEV.
SOIL ABSORPTION
WELL M1w 2s
A
S
SYSTEM (SAS)
ZONE
INDEX 9.8 11/2001)
ADJUST 2.7
DESIGN CALCULATIONS
LEGEND:
3
TABLE ELEV.
_
EXISTING SPOT ELEVATION 00,0
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
USGS PROBABLE WATER _23.M_
OBSERVED WATER TABLE (12/19/2D01) ELEV. = _4L0�_
�0.�'1_
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION
TOTAL ESTIMATED FLOW
( 110 GAL/8R./DAY X �_ BR.) _MQ_ GAL./DAY
BOTTOM OF TEST HOLE ELEV. _
FINAL CONTOUR
REQUIRED SEPTIC TANK CAPACITY _j50_ GAL.
SOIL TEST LOCATION
ACTUAL SIZE OF SEPTIC TANK _1� GAL
UTILITY POLE O
TOWN WATER�W W
SOIL CLASSIFICATION --1--
RATE «_ MIN./IN.
CATCH BASIN ���
DESIGN PERCOLATION
EFFLUENT LOADING RATE L7_4 GAL./DAY/S.F.
GAS LINE74_33
LEACHING AREA - SD. FT.
CLEAN OUT
Q
(11X36)+(47X2XI0/12)
-
CESSPOOL C.P.
LEACHING CAPACITY (AREA X RATE) _JDQ GAL./DAY
- ---
474.33 X 0.74 q
RESERVE LEACHING CAPACITY 35L44.. GAL./DAY
AU
NOTES:
I� ZOQZ �, T ariur
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF __YMMWT�L- RULES AND
U
`II n
(j 5j
Q
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
UNITS SHALL BE BROUGHT TO
2. ALL COVERS TO SANITARY
c
"
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
ARES.
USED. UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING
4. ANY MASONARY 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.
ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
-
6. UTILITIES SHOWN
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 AS
_
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.- -
C--
8. PARCEL IS IN FLOOD ZONE _
9. LOT IS SHOWN ON ASSESSORS MAP _A9_ AS PARCEL
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
BE REPLACED
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
04
O
Y� i A {k
I DL'1."A.S4T1 I
SWgN LAKE
LOCUS
APPROVED: BOARD OF HEALTH
DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
HABITAT FOR HUMANITY
LOT 329 50 SWAN LAKE RD
17 -EST YARMOUTH, MASS
ST>' =m?
235 GRREAOT BORT ER 3
8-39-3922 ROAD
SOUTH DENNIS, MASS. 026
DSCALE 1" c ZOr
ATE DEC 19, 2001 I
REV SED JOB N0. 5303--00
LOCATION MAP REVISED SHEET 1 C1
C" 58PRa1 5303-00 dw 5303-00.DWG 02001 SWEETSE;REN7G1NE EERING