HomeMy WebLinkAbout134.59.2 - Proposed Septic DesignTOP IOF' .FOUNDATION
s
20 FT. M'NIMUM FROM CELLAR-
COLOR
-MOTT.
ELEV. 102.00
1---
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
-
10YR2/1
NO
ROOTS
B-30
CLEAN SAND .
LOAMY SAND
10YR5/8
CONCRETE
0-126
C
FINE/MEDIUM
25Y7/4
COVERS
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
SAN
MIN. PITCH 1/8" PER FT.
LOCATf0N MAP
REVISED
SHEET 1 Or,
2" LAYER OF
1/8" TO 1/2"
3,00
4" CAST IRON PIPE
90.90 MAX WASHED STONE
VENT
(OR EQUAL) MINIMUM
97.85 MIN.
NOT REQUIRED
PITCH 1/4" PER FT.
Z
1 CU. FT. OF
FLOW LINE96,90
o
ANCHOR
ELEV. < 99.00
10"
7MIN.
-
° °
ELEV, - —98_00 2 0"
LEVEL=
10"
0 4 I.
ELEV. < ���_
6" SUMP
ELEV. < �7s87 ELEV. 97.70_
-='' 0 ELEV.'
_
BAFfIE
�_ DISTRIBUTION
LIQUID
PTH
OUTLET
TFF
ELEV. -
_
®OX 0-
6 HIGH CAPACITY INFILTRATORS WITH
4
14 INCHES
-g%'
(TO BE PLACED ON FIRM BASE}
TO BE WATER TESTED
STONE IN AN i
, K 7.87
5 FEET
6 FEET
19 INCHES
24 INCHES
1500 GALLON IF MORE THAN ONE OUTLET
11 X 48' X 10 ` TRENCH FORMATION
8 FEET
34 INCHES
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
�
SOlL ABSORPTION
WELL N/A
3/4" TO 1 1/2" CLEAN
�+
SYSTEM (SAS)
ZONE
INDEX
DOUBLE WASHED STONE
ADJUST
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROrILE
USGS PROBABLE WATER TABLE ELEV. <
NOT TO SCALE
OBSERVED WATER TABLE ( / / ) ELEV. <
BOTTOM OF TEST HOLE ELEV. -
67.7D
,
ALFRED A. BL EA U, TR.
BK. 3569 PG. 192
COM;"✓'ONWEA L 770CMASSACHUSETTS
BK. 1490 PG. 355
- . — —. • . L. 91 1 1 rare IJVN KAIL _4 c-MIN./INCH AT � 53_x. INCHES-. .
DEPTH
s
TEXTURE
COLOR
DEPTH
MORIZ
TEXTURE
COLOR
-MOTT.
OTHER
0-8
O/A
SANDY LOAM
10YR2/1
NO
ROOTS
B-30
8
LOAMY SAND
10YR5/8
s z
235 GREAT WESTERN ROAD ,
508— P.'0. BOX 713
ASS.
398-3922 SOUTH DENNIS, MASS.-
0-126
C
FINE/MEDIUM
25Y7/4
REv. MAR. 13, 2002
COBBLES
SAN
LOCATf0N MAP
- NU WAILH ENCOUNTERED AT __ 126" ELEV. jigig 'NO WATER ENCOUNTERED AT ..176• ELEV.
LEGEND: DESIGN CALCULATIONS
EXISTING SPOT ELEVATION 00.0 NUMBER OF BEDROOMS 4 '
EXISTING CONTOUR ----00-.--- GARBAGE DISPOSAL UNIT_
FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
FINAL CONTOUR---�— (110 GAL /bR /DAY X �_ 8R.) �!0_ CAL/DAY .
SOIL TEST LOCATION Q REQUIRED SEPTIC TANK CAPACITY .£r0_ GAL
UTILITY POLE -0- _ _ ACTUAL SIZE OF SEPTIC TANK _!Y GAL.
' ■ �OWIt WATER —W W SOIL CLASSIFICATION _
i CATCH BASIN U5J DESIGN PERCOLATION RATE "D74
3
GAS LINE EFFLUENT LOADING RATE _
\
1,86 CLEAN OUT C / LEACHING AREA SQL./DAY/S F .
�ESSPDOL_ C,P Q— (t1X48)+(59X2X10/12)
V o/ 7 / : LEACHING CAPACITY (AREA X {LATE) �}¢la GAL./DAY
\ 626.33 X 0.74
nT RESERVE LEACHING CAPACITY A6, 4Q'GAL/DAY
JV 1
NOTES:
/ \� �\ •. 5 / (1 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P;
�.REGULnnoNS FOR Tm�SUUBS��CE,DISPOSAs L;OF RULES
h5 / O S. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROVOHT TO
WIIN 6" OF FINISHED GRADE.
A ° `� ! j0B)� 3. ALL
5 ACRES (
COMPONENTS OF THE SANITARY SYSTEM SHALL 'BE CAPABLE OF
\ / �' � / i
'WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR�WiTHIN
E)'!` 10 FT. OF. DRIVES OR PARKING AREAS. H-20;LO
ADING'SHA `BE
(10 USED UNDER OR WITHIN 10 FT..OF DRIVES OR PARKING -AREAS '
\ O�°F / / / 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE, SHALL
/ y BE MORTARED IN PLACE. a
1500 GALLON / i UPL3 5. NO DETERMINATION HAS BEEN MADE AS �TO COMPLIANCE WITH
SEPTICTANK _ 1 / ' DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY,
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION, CONTRACTOR
1-Z IS TO CALL DIG -SAFE" AT 1-888-344-7233 AT, LEAST 72 HOURS' PRIOR TO COMMENCING WORK ON SITE.
�iFOOQ° / (�� 7, CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
(� SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION
QQ°00IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY,
ST 2 1 / S. PARCEL IS IN FL400DZONE . C
100. 9. LOT 15 SHOWN DN ASSESSORS MAP 134 AS PARCEL _6 0 2
SOIL
TEST 1 ✓
a
99.0
OIL
TEST 295.8
L -7 / _ ac✓wrav- xaw'
(�su°eal
F70 m
\ : QD
96.6 y
96.� CBE
FND.
D. Box
1500 GALLON 91
T .4
SEPTIC TANK..//
EST 1 1/ 96. /7.3 / l
C�D.rod yP� UPL134
<D` l� ;, a ° s� APPR01/ d: .BOARD OF HEAL' I ti 11,�,�
f3X J DATE AGENT' ,
ASPHAL PRON
TO BE RE 6 VED
7
S 0 Q? tNOF
DUMAS
N s,9a,
97.5
/97.5 lL ITARI►N
I
C,56PROD 5J71-00 dw 5JIl-00pWC 02002 SW'EETSER ENG'NEERING
,
i
Q 3: N
m
Ul
Z SETUCKET
ROUTE 6A
LOCUS
LOCUS
PROPOSED SEPTIC DESIOT
FOR
DUBLIN CONSTRUCTIO11T e
LOC. LOT 2, f 752 ROUTE 6A_, '
YARI.MTH, ASS
s z
235 GREAT WESTERN ROAD ,
508— P.'0. BOX 713
ASS.
398-3922 SOUTH DENNIS, MASS.-
`
DATEJAN. 1$, 2002
20'
REv. MAR. 13, 2002
,Toe NO, 5319=-02 .
LOCATf0N MAP
REVISED
SHEET 1 Or,
I
C,56PROD 5J71-00 dw 5JIl-00pWC 02002 SW'EETSER ENG'NEERING
,
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