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SOIL Mi
2D FT MINIMUM FROM FOUNDATION DATE OF Sal. TEST:. 11-28-00
TOP O� FOUNDATION �__ _ __, SOIL TEST DONE 8Y: 8K£L7SM QNpNEERING "
ELEV,# 100 b0 10 FT MINIMUM FROM SLAB OR TRAWL SPACE 1 'MTNESSEQ BY A vON HONE t
' 10 ET, MINIMUM 4 j '`
GEN
CONCRETE COVERS EXISTING SPOT GRADE OBSERVATION HOLE: 1 ELEV.= 99.8
R EXISTING CONTOUR PERCOLATION RATE <2 MIN./!NCH 0 62
4" SCHEDULE 40 PJC P1 F' LAYER Of
j f MIN. PITCH 1/8 PER FT 1: 7 -LOAM AND SEED 11'8' TO 1/2' -7
.1, CLEAN SAND WASHED STONE – I 4ZPROPOSED CONTOUR
.Y' !Ol.S PROPOSED SPOT GRADE
4 .CAST IRON PIPE 6'' AX_ ----b' MAX, ....-_--__-_.- -- -100,MAX.
! -- -
s -- -- 00 MaK -u T oN_
NO
�rrT REraUIZED SOIL TEST LOCATION
1 COR EQUAL) MINIMUM
i PITCH 1/4'• PER FT..
WATER LINE
g i Cu, FT OF WATER SHUT OFF VALVE
• 10 -� NCRE W AN
ELF`✓ r _ r _c❑ ccR
—� ; tEL v :98.87_ t` w•p �r
97.80
_ / EXISTING GAS LINE
ELEV.= 97.22 J
GAS 1! ELEV.=-,/ Ip'; LEVEL _+j LLj }.
3'A BAFFLE 6' SUM + -,'-? - 10 --------- ,,,,�. CLEAN OUT
,� 95_87 LE'EV- 96.70 . +__ t- = ,i`_ t 1LE`✓= 95.87
DISTRIBUTION i ---- P.(� cEusPQQL
DEPTH
MORIZ
TEXTURE
COLOR
MOTT.
OTHER
O"-9'
A
LOAMY SAND
10YR 2%1
NO
ROOTS.j
9"-23"
B
LOAMY SAND
10YR 5/8
' NOROOTS
PON
23"-1260
C
MEDIUM/FINE
25YR 6/4
2a
I i
..
1 oft 5G5-398 3812 __ _ fox. SPH -398-30G3 �.
oATE.1 sca f Y�11
SAND
G9—I00 ! _20'
!
L
NOT TO SCALE
M
i
l�
1 t'f T .'TUBE PL ACED ON FIRM BASE:) BOX
1- 1+,EF TH E.,, -y TO BE WATER TESTED r 4 HIGH CAPACITY INFILTRATORS '..GATOR aASlh'... • .YD Mi�TER ENCOUNTERED AT 126° ELEV.= 8`, 30
(TO BE PLACED ON. -IRM BASE) WITH STONE iN AN 11' X.36 X'10 T
E'.T ��� c - isoo- GALLON TRENCH FORMATION N/A
A „' 1 SEPTIC TALK ELEV.-_ _. " DESIGN C"JILATIQNS:
sa �o --
T / N�Fr
—_
3/4" TO 1 {/2" / SOIL ABSORPTION NUMBER OF BEDROfiMs' �
1 CLEAN DOUBLE I• GARBAGE DISPOSAL UNIT+
mr, WASHED STONE SYSTEM (SAS) TOTAL ESTIMATED FLOW
SEW -AU D�SSPOSAI.A SUMd 14t`�#=f�,pti FREE OF FINES � 7 (110 GAL./BR./DAY X 3 BR.) 330 G>3L DAY
AND SILTS REQUIRED SEPTIC TANK CAPACITY:. 1a3 GAL.
(NOT TO SCALE) ACTUAL s!zE OF sEPr;c TANK 3500 GAL.
-- SOIL CLASSIFICATION:
Jn RGBAB ER TABLE - ---_ DESIGN PERCOLATION RATE: C.2 MIN.,/;N,
OBSLR E,::Nr [ aL FI Ev = _ EFFLUENT LOADING RATE._ GAL./DAY/S.P.
k 7s rf ,i -40L., r: E � � L ACHING AREA: _ u 5Q. r T f
II
(11 X 36) + (47 X 2 X 10/12)
LEACHING CAPACITY (AREA X RATE): 351,00 i
- GAL, f DAY
I
474.33 X 0,74 r
RESERVE LEACHINGCAPACITY: _ 351:00 GAL /DAY
NOTES: I
i
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.LP.
TITLE 5 AND THE TOWN OFa_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 DR WITHIN 10 FT, OF DRIVES OR }
PARKING AREAS, H-20 LOADING SHALL -BE USED UNDER OR WITHtV 10 FT. OF
t uDRIAS OR PARKING AREAS.
1 4 ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLATE. j
6 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR {
N _ ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION
XY�2 FROM APPROPRIATE AUTHORITY I
6 UTIUTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR iS TO CALL
"DIGSAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK
ON SITE i
LOT 10 T CONTRAC IOR TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS
A i L v' V ' ' PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT
10, 400 S. F.
t
\ � 70 THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY
B PARCEL IS IN FLOOD ZONE 0
9 LOT IS SHOWN ON ASSESSORS MAP 60 AS PARCEL 58,
_
C EXISTING SEPTIC/CESSPOOL(S) TO BE PUMPED AND REMOVED, i
20.7, � a_ ,tt INTRIORPiPINc IS To BE REP UMBEDAs NECESSARY.
RY. UEC � 5 2000
EXISTING 2 HEALTH DEPT. `
CIL BEDROOM DWELUNG �' :%- I . T A. Y
v OJedAS
I
, 60
� O 619
APPROVED BOARD OF HEALTHi0cli
.0 PROPOSED
I DATE T
PROP Sfp i50G D -80X
I
0=4 GAL SEPTIC TANK
i
x i0
1
I
a
PROPOSED SOIL A6SORP?ION
5
PK NAZI N ty,\Sj 1iti���2' SYSTEM,d HIGH CAPACITY
i r
ELEVATi 100.00' y d INFILTRATORS W/ 4 STONE
ON THE SIDES AND 3' Of STONE_
�ASSFiMEDt
6N THE ENDS.
1
x „, p
I'
I` x9
SITE KLAN
SCALE:; I."=20'
1 SOUTH YARMOUTH. MA �v
PROPOSED SEPTIC DESIGN
LONG POND�0
FOR
RT `28
.I
MAURICE CONWAY L
1
F!
L=7101C L07' 10
\
22 INDIAN MEMORIAL DR.
y
ISOU71-1 YARklOLrTH, MA 02664
PON
SWEETSER ENGINEERING {'
235 Cif('EAT WESTERN ft6AD
2a
PO BOX 715 SOUTH DENNIS, MA 02660
..
1 oft 5G5-398 3812 __ _ fox. SPH -398-30G3 �.
oATE.1 sca f Y�11
G9—I00 ! _20'
REVS 09 No. ^t
LOCUS MA
NOT TO SCALE
ReHSED j HPE? ? OF
I
1 ENGIN
pO0 SrvEETSE'T EceaNB '