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LEGEND:
EXISTING SPOT ELEVATION x0.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 0 .0
FINAL CONTOUR 00 m
SOIL TEST LOCATION
UTILITY POLE C'o�
TOWN WATER -VI-W
CATCH BASIN %,
GAS UNE C G
CESSPOOL
CLEANOUT
T
FA
99.1
/
/
/
i
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
99.IELEV. 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
-� �7 7 MIN. PITCH. 1/8- PER FT.
96.30 4" CAST IRON PIPE
ST8.'
AB ELEV.. 90.50 (OR EQUAL) MINIMUM
------ PI ?CA 1/4" PER FT.
,(g_) ELEV.
/
94.6 ELEV.
LOT 26 95.1 LIQUID OUTLET
41,72G.3 f S, F. �� 4 FEET 14 INCHES
/ 5 FEET 19 INCHES
(94) 6 FEET 24 IN"HES
60 / 7 FEET 29 INCHES
�y1 / 8 FEET 3a INCHES
GALLON
\
1500
pTC TAN/_'
SEP
0 Qoi
DECK
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• 95.0/'/
Pp5Ep
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4 6 / • 90.a 9�JIL
TEST 1 / ' 76'
Y/1 / PORCH
T OF
/ 90. --< LIMIT G/SOI
R /r
TTL2
--� / 94.8
•95.5 9 3
I • x(96)' � � � ,� /' /
LV ELEV. _ _89.00-/ i` 11 '
V J LEVEL
BBAFFLEli ELEV. = a8A_67 6"SUMP ELEV.
DISTRIBUTION ELEV. _
Dox _rlm-
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
Lf FiiV 3/4" TO 1 1/2- CLEAN
DOUBLE WASHED STONE
FREE OF FINES & SILT
SE V.IAGE DISPOSAL SYSTEM PROMLE
NOT TO SCALE
SOIL TEST
DATE OF SOIL TEST APRIL 15 2004
SOIL TEST DONE BY SN+'EETSER ENGIN;ERING
WITNESSED BY _D._FI AHERT
O3SMVA1T0°l POLE 1 ELEV.= 90.40
PERCOLATION RATE _ < 2 __ MIN./INCH AT 8-4__ INCHES
DEPTH
HOP;Z
TEXTURE
COLOR
MOTT.
OTHER
0-6
A
LOAMY SAND
10YR2/1
10YR4/3
ROOTS
6-14
B
LOAMY SAND
10YR64/3
40-65
ROOTS
14-45
Cl
LOAMY SAND
10YR5/8
2.5Y5/3
5% COBBLES
45-120
C2
FINE SAND
2.5Y6/4
I SHEET 1 0-. "IPD
NO WATER ENCO_'.NTFRED AT __12;,= ELEV.
0�SMVATION HOLE 2 ELEV.= 91.90
PEPCCLATIC'1 RATE < 2_ M!N./INCH IN C4 HORIZON
DEPT"
I HOR!Z' TEXTURE
COLOR MOTT.
I OTHER
10-8
A. LOAMY SAND
10YP.2/1
ROOTS
B-24
I B LOAMY SAND
10YR4/3
ROOTS I
2A-40
Cl LOAMY SAND
10YR5/8
57- COBBLES
40-65
C2 FINE SAND
2.5Y6/4
65-84
C3 SANDY LOAM
2.5Y5/3
84-132
C4 COARSE SAND
2.5Y6/4
NO WATER ENCOUNTERED AT _ 132_ ELEV. = _ POS1
�� • 96.9 /'� / / 103.4 jjj .•��
700.61 l �'
150.0
fiSj102.2
/ -
POLE
y�Y'
/� ttt✓a>xw-rax' / /. �� i , -i�
i RFU I APPROVED: BOARD OF
- 700:7
- .T y DATE
AGENT
/ �` T •f�a
SI +
�3 S4A'17AaP*��d.
HEALTH
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2' LAYER OF
1/8" TO 1/2"
MAX. WASHED STONE
89.75 MIN. NOTTREQUIRED
cl
{ e 10" ELEV. = 87.67
/ 6 1 1410H CAPACITY IN IZ 7RATORS r7H STON£ i_
!N AN 11' X 48' X 10 ' TRENCH FORMATION •27
SOIL ABSORPTION � WELL " A
ZONE
SYSTEM (SAS) INDEX
/ ADJUST
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV.
BOTTOM OF TEST HOLE ELEV. BQ,4Q_
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 4 '
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
( 110 GAL./CR./bAY X _4_ 132.) X44_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY -*.lD- GAL.
ACTUAL SIZE OF SEPTIC TANK _1500_ GAL.
SOIL CLASSIFICATION I
DESIGN PERCOLATION RATE <MIN./IN.
EFFLUENT LOADING RATE --0T-4- GAL./DAY/S.F.
LEACHING AREA 626.33 SQ. FT.
(11M)+(59=10/12)
LEACHING CAPACITY (AREA X RATE) 4$3.48 GAL/DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY .413.4S GAL/DAY
MOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOW'N'S RULES AND REGULATIONS FOR
THE 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 WTH!N
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USD 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. N'O•CETERC'INATION HAS BEEN MADE AS TO COMPLIANCE WITH
CA
DEEDED OR ZONING REGULATIONS. OWNER / APPLINT IS TO
CS -AIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6, UTILIT.ES SHOV.N 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 AS
S'T" CONDITION'S PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMED.ATFLY.
S. PARCEL IS IN FLOOD ZONE _�C
9. LOT IS SHOWN ON ASSESSORS MAP _ 134 AS PARCEL
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH SAND AS SPECIFIED IN 310 CMR. 15.255:(3).
11. A NEGATIVE GRADE OF 3/4" PER FOOT AWAY FROM THE FOUNDATION
SHALL BF MAINTAINED FOR A MINIMUM OF 15'.
12. A VARIANCE OF 6.8' IS REQUIRED FOR THE TOP OF FOUNDATION TO
BE LESS THAN 2' ABOVE THE HIGH POINT IN ROAD.
1
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398-3922 SOUTH DENNIS, MASS. 02660
DATE JULY 22, 2004
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