HomeMy WebLinkAbout10 Rose Arbor Road Proposed Septic DesignSOIL TEST .
OF FOUNDATION 20 FT, M!NIMUM FROM CELLAR DATE OF SOIL TEST ?•UGUST 24_2000
TOP 0, FO
_ FOUND0 10 F7. MINIMUM 10 FL MINIMUM FROM �L,A_B OR CRAWL SPACE SOIL TEST DONE BY'.WUI�ER ENGINERI JG
ELEV. ---- _ CLEAN SAND WITNESSED BY - vc'j N9bc
CONCRETE 703.1 _
COVERS LOAM AND SEED OBSERVATION- HOLE 1 t�V.=�_ OBSERVATION HOLE 2
4' SCHEDULE 40 PVC PIPE PERCOLATION RATE < 2 MIN./INCH AT _ 54'_ INCHES PERCOLATION `RATE _SLS MIN,/INCH
DEPTH
HORIZ
- TEXTURE
COLOR
MOTT. I
OTHER
0-8
MIN. PITCH 1/8 PER FT.
;. 2 LAYER OF
10YR5/3
NO
ROOTS
B-26
B
LOAMY SAND
10YR6/6
ROOTS
1/8^ TO 1/2"
C1
MEDIUM/
10YR8/6
SCALE 1,, = 20'
rAWASHED
STONE
03.20 MAK
100
4" CAST IRON PIPE
REVISED
11 JOB N0, 4918-00
- �A
100.95 MIN.
NOTREQUIRED
---7
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�S�tEET 1'; 07:1.
LOCATION MAP
EQUAL)
Z
1 CU: FT., Or
PITCH PERIMUM FT.
CONCRETE
FLOW LINE
100.20 m
ANCHOR
10"
IMIN.
LEV. s 101.00 2y
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1
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9887
_ LEL
°
_ I -
ELEV.
_
ELEV. _ �:r�`_
CAS
6' SUMP s 00.40
ELEV. � 14n:."�-% ELEV, �—_
o
°
BAFFLE
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{ DISTRIBLITIMI
o 0 ° ° 0 14°
° ° ° o ° °
o
u o
ELEv.
= 97.70
• ELEV. _
0
L10UID OUTLET
_891Q_
,E BOA17�PTH
TEE
DEPTH
HORIZ
- TEXTURE
COLOR
MOTT. I
OTHER
0-8
A
LOAMY SAND
10YR5/3
NO
ROOTS
B-26
B
LOAMY SAND
10YR6/6
ROOTS
26-120
C1
MEDIUM/
10YR8/6
SCALE 1,, = 20'
COARSE SAND
DATE APR. 17, 2001
(TO BE PLACED ON FIRM BAS) c
. 4 FEET 14 INCHES TO B.. WATER TESTED 4 HIGH CAPACITY INFILTRATORS WITH
5 F ET 19 1NCHEES ^A 1,� JF MORE THAN ONE OUTLET STONE IN AN z NO WATER ENCOUNTERED AT 120" ELEV. _ —33 ]_ NO WATER ENCOUNTERED AT _1201__ ELEV.
6 FEET 24 INCHES �00 Gl�LLOir! 70 BE PLACED ON FIRM BASE)
7 FEET 24 INCHES p A { 11' X 38' X Z' TRENCH FORMATON ,00
8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN ABSORPTION
� WE:LL—NA /��' CALCULATIONS
�e n ' 1��ry �q
DOUBLE WASHED STONE SOIL ABSORPTIOiv ZONE Lcr+B�D: DESIGN CALCULA I I�iV5 4'
FREE OF FINES & SILT c INDEX EG "
SYSTEM, (SAS) ADJUST EXISTING SPOT ELEVATION 004 NUMBER OF BEDROOMS
''` "tA 1^ A EXISTING CONTOUR 00---- GARBAGE DISPOSAL UNIT lR
Srtit � eG„ DISPOSAL SYSTEM PROFILE
NOT TO SCALE USGS PROBABLE MATTER TABLE ELEV.= RFINAL SPOT ELEVATION J^ TOTAL ESTIMATED FLOW
OBSERVED WATER TABLE ( / ) ELEV. _ _-- NAL CO.TOUR-- �— ( 110 GAL/BB./DAY X 4 SR.) X44- GAL./DAY
- BOTTOM OF TEST HOLE ELEV. _ X27__ SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY _.€P0GAL.
U11UTY POLE -0 ACTUAL SIZE OF SEPTIC TANK 1-,K_ GAL
TOWN WATER mW —W SOIL CLASSIFICATIONDESIGN J l
CATCH BASIN Gf�% EFFLUENT£RCOLATION LOADI G RATEC 5 14- GIAL//DAY/S.F.
GAS LINE
CLEAN OUT C.O. LEACHING AREA SO. FT.
--.-- r'
CESSPOOL_ C.P. O (11X33)+(49X2X2)
LEACHING CAPACITY (AREA X RATE) -4aM GAL:/DAY
814.00 X 0.74
RESERVE LEACHING CAPACITY ` 4 OAL16AY
NOTES:
- - - - 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
`p TITLE 5 AND THE TOWN OF YARVQ!j H --"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 WITHIN
10 FT, OF DRIVES OR PARKING AREAS, H-20 LOADING SHALL. BE
USED UNDER OR:VBTHIN 10 FT. OF DRIVES OR PARKINGAREAS.
4. ANY MASONARY,UNITS USED .TO j BRING :COVERS -TO GRADE SHAD. BE MORTARED PLACE, -
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WTH
DEEDED OR ZON!NG REGULATIONS. OWNER / APPLICANT IS TO
OBTA!N SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
F f tS^ fi. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL DIG -SAFE' AT .1-888-344-7233 AT LEAST 72 HOURS
` / y SSyv lR NCING WORK ON SITE,
7. CONTRACTOR OR TO A�ISETO VERIFY GRADES AND ELEVATIONS AS riELJ. AS
/ Sri i
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO.BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
bN IMMEDIATELY.
y r S. PARCEL 1S IN FLOOD ZONE, 0
TOP OF BOUND ` r / ` :� { '\ 9.-tOT-iS SHOIAN DN -ASSESSORS-MAP 137. .45'PARCEL- _.17 .
A (ASSUMED)
to
T- A Yr
1 M1
DU4A.A
A 40 APPROI/ED: BOARD -.OF HEALTH
.r, `Eat .
DATE AGENT '
,.,.
0 2001 SVF_E75ER ENGIN 'Nv
�all �y_ -
°a
`f �5
PROPOSED SEPTIC DESIGN
FOR
Smm POURS
PROJECT LOCATON 4 ^T l9jsi�
116/ 1
0 ROSE , E DOR SPD, YARYO
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS.. , 02660
SCALE 1,, = 20'
DATE APR. 17, 2001
REVISED
11 JOB N0, 4918-00
---7
o.1
�S�tEET 1'; 07:1.
LOCATION MAP
FIEVISED
,.,.
0 2001 SVF_E75ER ENGIN 'Nv