HomeMy WebLinkAbout134.59.1 - Proposed Septic Design (2). TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR SOIL TEST
111.00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST t�AN-IARY.16 00�
ELEV. _0 CLEAN SAND
SOIL TEST DONE BY TWEE R N INHERING
CONCRETE "WITNESSED BY -A. VON HONE
COVERS LOAM AND SEED r
a SCHEDULE 40 PVC PIPE OBSERVATION HOLE 1 > LEV.- LO2ALO
OBSERVATION HOLE 2 ELEV,-,-, 104.7
MIN. PITCH 1/8" PER fT. 2" LAYER OF PERCOLATION RATE_, 2 MIN./INCH AT5 INCHES ES PERCOLATION RATE < •2
DEPTH HORIZ
7EXNRE COLOR
MOTT,
OTHER
0-7O/A .
1/8" TO 1/2-
NO
ROOTS
7-34 B :
"
NO ',
ROOTS
0250 MAX 'STONE
VENT
;.
5.50
4"T IRO PIP
4 CAS 1
ROOTS &
100.25 MIN.
NOT REQUIRED
.
POR EQUAL bIINIMUM
26-50
Cl
COARSE SAND
,¢
30% COBBLES
ITCH 1 4") PER FT.
C2
MEDIUM SAND
g
1 CU. FT. OF
a
TEE
CONCRETE
i
W
FLOW UNE
99.50
ANCHOR
ELEV. 105.50M
N.
o e
1LEV.
105 00LEVEL
e 3 10'ELEV.
9517
[
ELEV. + �_
GAS ELEV.
s 99. 6" SUMP ELEV.
_ _Q
a
#
BAFFLE
-_�Z_
DISTRIBUTION
'
i
- LIQUID
OUTLET
_
ELEV.
BOX �9.�
6 HIGH CAPACITY ONN INFILTRATORS WITH
T I
-
I
t,
4 FEET
b FEET
4 N
1 INCHES
19 INCHES
(TO 8E PLACED ON FIRM BASE)
-
TO BE WATER TESTED
IF MORE THAN ONE OUTLET
11 X48 X 10' TRENCH FORMATION .17
DEPTH HORIZ
7EXNRE COLOR
MOTT,
OTHER
0-7O/A .
SANDY LOAM 10YR3/3
NO
ROOTS
7-34 B :
LOAMY SAND 10YR5/8
NO ',
ROOTS
4-120 C 'LOAMY
SAND 2.5Y7/j
LOAMY SAND
10195/6
MIN. NCH IN C HORIZON
i
r '
1500 GALLON
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-10
0%A
'SANDY LOAM
10YR3/2`
NO ',
ROOTS
10-26
8
LOAMY SAND
10195/6
ROOTS &
DATE JAN. 1 8, . 2002
SCALE ,l ", =Ct
COBBLES '
26-50
Cl
COARSE SAND
t0YR6/6'
30% COBBLES
50-132
C2
MEDIUM SAND
2.5Y7/4
2b7 COBBLES
i
6 FEET 24 INCHES TO BE PLACED ON FIRM BASE WELL NIA
NO WATER ENCOUNTERED AT
7 FEET 29 INCHES ( ) SOIL ABSORPTION r r--�- .ELEV:..�92pD NO WATER ENCOUNTERED AT J-72 ELEV.•
8 FEET 34 INCHES SEPTIC TANK • ZONE '
. _93 in
3/4 TO 1 7/2 CLEANM INDEX
DOUBLE WASHED STONE
SYSTEM JTE (SAS) ADJUST
. FREE OF FINES & SILT
.. LEGEND:
DESIGN CALCU b
. USGS PR08ABLE. WATER TABLE ELEV. a _ ,' LAT] NS
I
SEWAGE DISPOSAL SYSTEM PROFILE EXISTING SPOT ELEVATION OO 0 NUMBER of BEDROOMS 4 -
OBSERVED WATER TABLE ( / / }ELEV. _ ;.'
EXISTING CONTOUR - 00--- GARBAGE DISPOSAL UNIT
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _92.44 _ FINAL SPOT ELEVATION TOTAL °ESTIMATED. OW
} - FINAL CONTOUR-- ( 110 GAL AY X BR.
I/D �_ ) .�Q_ GAL/DAY,
1 '
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY _MQ_ GAL
_ / i .. I Vy - » -- ` ` �' _ ✓ / / UTILITY PO E -0-- _ ACTUAL SIZE OF SEPTIC TANK _1_ ' GAL. •
r ! / _ -� / / TOWN WA m..ty SOIL CLASSIFICATION _�_ . -
t 3 - f '� CATCH BAST DESIGN PERCOLATION RATE
N.
GAS UNE - ccVJ. EFFLUENT LOADING. RATE S_ _ GAL/D
�, _ r _ l _ T �✓ ` �` C.O. Q 7�_ 'GAL,/DAY/S.F.
CLEAN OUT LEACHING AREA ¢2g•33 Sp: FT.
111.3 _ _ 1 K 117.5 \ ` CESSPOOL C.P.O - A11X48}F(59=10/12)
LEACHING CAPACITY AREA X RATE
lE) y 826.33 X 0.74( ) A4 GAL./DAY
RESERVE LEACHING CAPACITY
: �' �/" - J_ .-r .�-- J- � _•--- r- i� '. \ � t \ � _ .: _`� � � ' 1 1 7.6 _ , • .�. ��+.iQ GALI/DA?.
_ ✓ • 109.6 \ A , NOTES.
'. J % / f'Q 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM .TO b.E.P.
vL 1: 5 AND THE TOWN OF .-.7ARMQUTH RULES AND
r �//EJ\ /' / / / Q g • REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY.UNITS SHALL BE BROUGHT T0:
\ \ yRAO. WITHIN 6" OF FINISHED GRADE.
\ „� / y y / y ✓ 3. ALL COMPONENTS OF THE SANITARY SYSTEM 'SHALL BE CAPABLE OF
LOT
T 1 f ` \ / / WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER'OR`WITHIN ,
J L O 1 1 r /\ 112) / i / 1 G2.5 10 FT. 'OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
,..5 �{ ' / �: USED UNDER 'OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING -COVERS TO GRADE SHALL .
S.F.
/102:4 BE MORTAREDIN PLACE_
,
X171 3 �{j101 i' y / 101.5 7 5. NO DETERMINATION HAS BEEN MADE AS TO COM1PtJANCE WITH,
i \ - 5.4 570 S.F. y y /
6 n 1 \ \\ . \ ` , j DEEDED OR ZONING REGULATIONS. OWNER /. APPLICANT IS TO
" \ / (10 / J 101.2 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.'.,
t i 3 1.25 A�FES
/ / 6.UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR'
IS TO CALL''DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
\ \ Q \ / /' ` t10F) / 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.
S. -PARCEL -IS 4N -FLOOD ZONE C_- =`.
.
(� ✓ 9. LOT IS SHOWN ON ASSESSORS MAP 134 AS PARCEL I_ 591
J•
107: J 801L V
\ \ .
/ / ✓ _ 5T 2 l
\ �� ' / /�
• 14.9 : / j \ \ O (�
\ moo j a` " /I 100.U' 1G0:2
Jill �JK
1500 GALLON D. BOX %
SEPTIC TANK
\ P
X00 /
�i_-..� ' .� \ \ \ �q \ \oma j! ✓ aQ' SOIL
v 1
• fi63 5-- TEST 1
tSj \ 96.5 -
�7 ` �.
94.0 �, � �� oo � / � 48,7
LOT 2
99.0
\�96J 1.25 ACRES
y. ( 91.E o�
TEST 2
/ MHB
,,` \ 96.E4
LOL
\ L �S
1500 GAIL N v
[-� /
SOF JA4
EPTIC TAN 'I 100.4 / / VD. tH
A.
8 DUMAS
X69 PG. 192 y L r µ �X y No 619,
` I / .. O 1347
o: BQX.' QEo APPROVED. BOARD OF ,HEALTH
99.4. i / / - . - - - .. y,�`� - ITAR0,
\ SOIL j6. 9 7.3 -
TEST t UPL134 DATE AGENT
Q S8 P,40J SJ/1-dd dw 3J11-OD.DWC.02002 SWEET5ER ENGINEERING
z
CYQ m V)
z SETUCKET
ROUTEE 5A
LOCUS
PROPOSED SEPTIC ' DESIGN
FOR
DUBLIN CONSTRUCTION
LOC. LOT 1, #754 ROUTE 6A
YARMOUTH,; MASS
SF77M*j"SM LNGlli�Gr
235 GREAT WESTERN ROADI,
50$-P, 0.' SOX' 713
3983922 SOUTH DENNIS, MASS. 42660
-
DATE JAN. 1 8, . 2002
SCALE ,l ", =Ct
REv. OCT. 10, 2002
roB NO..5311-=0 '.
EET 1
LOCATION ' MAP
REv. -
Q S8 P,40J SJ/1-dd dw 3J11-OD.DWC.02002 SWEET5ER ENGINEERING