HomeMy WebLinkAbout44 Captain Wright Road - Septic Design 2FILE COPS' FILE CM FILE CR��
SOIL TEST `
20 FT. MINIMUM FROM CELLAR
DATE OF SOIL TEST (1/27/02____
TOP OF FOUNDATION
100.00
10 FT. MINIMUM
d0 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CLEAN iAND
SOIL TEST DONE BY TED DUMAS
WITNESSED BY L MULKEEN
ELEV. m
(ASSUMED)
CONCRETE
OBSERVATION HOLE 1 ELEV.. 97.5
COVERS 4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
PERCOLATION RATE < 2 MIN./INCH R7 _�•�
3 ,_ INCHES
MIN. PITCH 1/8" PER FT.
2' LAYO
DEPTH
HORIZ
TEXTURE
COLOR
M07T.
OTHER
1/8OERF
WA
0 13
A/P
LOAMY SAND
IOYR 2/1
. NO
97.5NOT
30
4" CAST IRON PIPE
REQUIRED
13 24
B
LOAMY SARD
OYR 5/8
(OR EQUAL) MINIMUM
1 CU. FT. OFCONCRETE24
PITCH 1/4' PER FT.
102
C
MED/FINE
OYR6/6
IO%COBBLE
FLOW LINE
95.6
ANCHOR
Iv212C�
2n C
FINE SAND
.5 Y7/97.5
10'
❑0007000❑00
,'MIN.
p
IEV. 95.7 LEVEL
°
°
°96:0
❑ O 0 0 En G O O ❑
V. a _
GAS
95.5 6" SUMP 95.3
ELEV. _ --- ELEV. _
o
°
❑ ❑ ❑ 07 0 O O O ❑ ❑
BAFFLE
DISTRIBUTION ,ELEV. -
°°
°
°
❑ C3 0 07 0 0 C3 0 0 0
LIQUID
OUTLET
BOX - 9�-J
°
a
_931_
DEPTH
TEE4
14 INCHES
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
3- 500 GALON GALLEYS NTH
STONE IN AN
120' 87.5
FEET
5 FEET
5
19 INCHES
IF MORE THAN ONE OUTLET
1500 GALLON
z
3
5.6•
N/A
NO WATER ENCOUNTERED AT ELEV.
FEET
24 INCHES
(TO BE PLACED ON FIRM BASE)
10 X 30 X 2' TRENCH
WELL
ZONE
7 FEET
8 FEET
24 INCHES
34 INCHES
SEPTIC TANK 3/4' TO 1 1/2" CLEAN
n
SOIL kBSORP I ION
INDEX
DOUBLE WASHED STONE
FREE OF FINES k SILT
S"En SAS
ADJUST
DESIGN CALCULATIONS
3
SEWAGE DISPOSAL SYSTEM PROFlLE
USGS ROBABLE WATER TABLE ELEV. -
OBSERVED WATE TABLE ( / / ) ELEV. _
N/A
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO DESIGN
FLOW
TOTAL ESTIMATED
3 330
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. _
A7 5
( 110 GAL/M/DAY X ORGAL./DAY
REQUIRED SEPTIC TANK CAPACITY - GAL.
ACTUAL SIZE OF SEPTIC TANK __ GAL
AS
SOIL CLASSIFICATION I --
DESIGN PERCOLATION RATE <5— MIN./IN.
RATE 0.7
I el)OZ Q 7
a' 'i'
EFFLUNT _CAL./DAY/S.F.
460ING
LE CHENG AREA_- SO. FT.
I i
>>>(jr;
10 X 30 . 20 . 60 X 2
LEACHING CAPACITY (AREA X RATE) 3404 GAL./DAY
RESERVE LEACHING CAPACITY 340.4 GAL./DAY
6
NOTE
99
-S:
1. ALL WORKMANSHIP AND MATERIALS �HA'A CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YARMOUTH _ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
106.95 ,
ll
WITHIN 6" OF FINISHED GRADE.
`- /
3. ALL TS FSANITARY THE SYSTEM SHALL OF
9 i�' `
99 99.1.1
UNLESS THEY ARE OR WITHIN
GH -10L0 DINGR
V;ITHSTANDNN
9
` ED 25
-
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
4
y
QSEO UNDER OR NITHIN 10 FT. OF DRIVES OR PARKING AREAS.
f
LEGEND.
a ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
y
6L MORTARED IN PLACE.
EXISTING SPOT ELEVATION 00,0
5 NO DETERMINATION HAS BEEN MADE AS TO COMPUAWii W'
- . _
r:.r.4N:T..c
WNER / APPLICANT IS TO
Q%r FC.UOFmS:OWNER
5ON-DRY
1 99.c
.'o.
;."_. ...-.. .r
':. -t.• APV '-PRIATE AUTHORITY. .
,PROFt
F+NAL CONN),F----Lsc,e.1"''--
c UI i�L:: 5"012. ARE 4PPRO)uMAYE CKz'_Y, EXCAVATi4M CONTRACTOR
SOIL TEST LOCATION ®
S ,L CALL "CIG -SAFE AT 1-888-344-7[33 AT LEAST 72 HOURS
DECK
UTILITY POLE -0-
PRIOR TO COMMENCING WORK ON SITE.
I
99.2 16
16 X 1 1
-
TOWN WATER —WSW
7• CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
VARIATION
^
57.7
GARAGE
CATCH BASIN®j
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY
THE OF THE DESIGN ENGINEER
�T,DRIVE I RESERVE _
GAS LINE C
IS TO BE BROUGHT TO ATTENTION
D
�;
8 33_�--"
PROP ..
v
CLEAN OUT
C.P. O
IMMEDIATELY.
ZONE
T
V
CESSPOOL
8. PARCEL IS IN O_ _.
9. LOT IS SHOWN ON: ASSESSORS -MAA ._ AS.PRCEL. J4.S4
ADDITION
16X24 1l.-
1 - ,I 00 GST
15
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EXISTING
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APPROVED: BOARD OF HEALTH
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SEPTIC DESIGN
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FOR
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GEORGE AND CATHERINE CONLON
110.00'
'
;H1VERICK
CAPTAIN
PROD:
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44 CAPTAIN WRIGHT ROAD
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SAP `WTADCO
ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638?
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(508) 385-2425
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DATE 9 /06 /02
SCALE 1 = 20,
�1
REVISED
JOB N0.
2599
PROPOSED AD RIrN / DECK
REVISED
tSHEET 1 OF 1
LOCATION MA_
-
-
O T.A. DUMAS
FILE COPS' FILE CM FILE CR��