HomeMy WebLinkAboutApp# 3-A017JEFFREY A, BARNABY, CPBD
CERTIFIED PROFESSIONAL BUILDING DESIGNER
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA.
TEL, 508-888-2747
ELEVATIONS
BOB DUNPHY
DUBLIN CONSTRUCTION
S. YARMOUTH, Ma. 02638
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U LIVING DESIGNS 2001
LIVING DESIGNS HEREBY EXPRESSLY RESERVES ITS
COMMON LAW COPYRIGHT. THESE PLANS ARE NOT
TO BE REPRODUCED. CHANGED OR COPIED.
ANY ERRORS OR DISCREPANCIES FOUND ON THESE
PUNS ARE TO BE BROUGHT TO THE ATTENTION OF
OF
LIVING DESIGNS PRIOR TO THE START OF WORK_
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JEFFREY A, BARNABY, CPBD
CERTIFIED PROFESSIONAL BUILDING DESIGNER
131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA.
TEL. 508-888-2747
REAR ELEVATIONS
BOB DUNPHY
DUBLIN CONSTRUCTION
S. YARMOUTH, Mo. 02638
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LIVING D4REBY
I
MING DESIGNS HEREBY EXPRESSLY RESERVES ITS
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COMMON LAW COPYRIGHT. THESE PLANS ARE NOT
TO BE REPRODUCED, CHANGES OR COPIED,
ANY ERRORS OR DISCREPANCIES FOUND ON THESE
PLANS ARE Tg�1 BE BROUGHT TO THE ATTENTION OF
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LIVING.BESfG'fJ$ PRIOR TO THE"START OF WORK.
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DEPTH
TOP OF FOUNDATION
ELEV. 43.00
20 FT. MINIMUM FROM CELLAR
SO4L TEST
DATE OF SOIL TEST DECEMBER 24.2002
CLEAN SAND' SVSOIL TEST DONE BY EE75ER ENGi'JEER!NG'
WITNESSED 8Y
LOAM AND SEED WSMAT1ON HO; E ELEV. 00
^ --- On'S AT104 HOLE 2 ELEV.=.,_28.30_ :
2." LAYER Or PERCOLAT ON RATE +L 2-_ M!N./INCH AT _LP INCHES PERCO2 ATIO R
10 FT. MINIMUM
10 FT. MINIMUM FRO'+ SLAB OR:CRA1'7L SPACE
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
0/A
4" CAST IRON PIPE
MAX
ROOTS
30.00 M�
DEPTH
0.00
' pa
y
-OTHER
1/8" TO .1/2'
0/A
4" CAST IRON PIPE
MAX
ROOTS
30.00 M�
WASHED STONE'
LOAMY SAND
SLAB ELEV. Q 35.50 (OR EQUAL) MINIMUM
ROOTS
Mk
C
VENT
27.75 V.N. NOT REQUIRED
10YR6/8
------ PITCH 1J4" PER FL
SCALE = 20'
r F- .SED
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LOCATION %v'r;p
R PE, -SED
FLOW LINE
ELEV. = 33.00
10" N.
i
27.00
y
-
_23_00_ 20"
°
°
ELEV: ® _26.12_
GAS ELEV. _
X8.72 6' SUMP LEVEL
ELEV. s 28_55
o e '
` 1 'i �- ` e 10e ° 25.67
ELEV. _
BAFFLE
-
_- ___�
c t'
DISTRIBUTION
LIQUID OUTLET
DEPTH TEE
i
ELEV. _
BOX �F 54_
6 HIGH
CAPACITY INFILTRATORS WITH
(T
BE PLACED ON FIRM BASE)
STONE IN AN
4 FEET 14 INCHES
TO BE WATER TESTED
5 FEET 19 INCHES
5 FEET 24 INCHES
1500 -GALLON
IF MORE THAN ONE 'OUTLET -
11 X 46
, g 7.37
X 10 TRENCH FCRMATON -
DEPTH
HORIZ
TEXTURE
COLOR MOTT_
-OTHER
0-13
0/A
LOAMY SAND
10YR3/3 NO
ROOTS
13-38
8'
LOAMY SAND
10YR5/8
ROOTS
38-132
C
COURSE SAND
10YR6/8
COBBLES
N ATE S-._6__ MIN.ANCH IN C HORIZON
7 FEET 29 INCHES -F
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHEP,
0-9 '
0/A
LOAMY SAND
10YR3/4
NO ROOTS
9-30
B
LOAMY SAND
10YR5/8`
ROOTS
30-120
C
COURSE SAND
2.5Y6J6
DAic
DEC 23, 2002
8 FEET 34 INCHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ° WELL N A NO WATER ENCOUNTERED AT _1,32"1 ELEV. _ 2000 NO WATER ENCOUNTERED AT _120" ELEV.
3/4" TO 1 1/2' CLEAN ZONE
DOUBLE WASHED STONE SYSTEM (SAS) INDEX
FREE OF FINES & SILT ADJUST
�+ Vc��- LEGEND: DESIGN CALCULATIONS
SEV AGE. DISPOSAL SYSTEM S TEM PRO19LE UWA R IABLLE WATER TABLE ELEV. _ EXISTING SPOT ELEVATION .00.0 NUMBER OF BEDROOMS 4'
OBSERVED WATER TABLE ( / / )ELEV. _ EXISTING CONTOUR ----00---= GARBAGE DISPOSAL UNIT
NOT TO SCALE G
BOTTOM OF TEST HOLE ELEV: 3Q_ FINAL SPOT FINAL CONTOUR ELEVATION o�.0 TOTAL ESTIMATED FLOW
- �-- { 110 GAL/M/DAY X -_ SR.) __440_ GAL./DAY
SOIL TEST LOCATION REQUIRED. SEP TIC TANK CAPACITY r$^Q_ GAL
UTILITY POLE -6 ACTUAL -SIZE OF SEPTIC TANK 1500 GAL. _
TOWN WATER -W 7 ` W SOIL CLASSIFICATION
CATCH BASIN l�/ DESIGN PERCOLATION RATE <_¢_ 'MIN.JIN.
GAS LINE fF
- FLUENT LOADING RATE _Q.7-4- GAL./DAY/S.F.
CLEAN OUT C LEACHING AREA 626.33 SQ. FT.
CESSPOOL C.P. Q (11X48)+(59=10/12)
r : = LEACHINGCAPACITY (AREA X PATE),
626.33 X 0.74 fflM.r$ CAL./DAY
r` RESERVE LEACHINGCAPACITY 40;49 GAL/DAY
. ..
NOTES:
` 1. ALL WORKMANSHIP AND MATERIALS SHAD CONFORM TO.D.E.P.
• i . L07'48 TITLE 5 AND THE TOWN OF __.1'AR1AOU
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWA..GE.D
ULES
A17,09F.; '
P a 6 S, 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 OF DRIVES
SOR PARKING AREAS. H-20 LOADING SHALL BE '
l IV 1 3 ro0
USED U EWITHIN 10 FT. OF DRIVES OR PARKING AREAS.
A. ANY MASO"OY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
- ^ " , -': - .. .5. NO DE,tR'r"!JAiiON HAS 9EEN,MADE'AS TO COMPLIANCE K1TH
- DEEDED OR ZONING REGULATIONS.. OWNER /. APPLICANT IS TO
E
0 SUCH DETERMINATION FROI/.
APPROPRIATE AUTHORITY.'
R�0
E. U72, _S SHOWN ARE APPROXIMATE`ONLY, EXCAVATION CONTRACTOR
F IS TO CALL DIG -SAFE" AT 1=888-344-7233 AT LEAST 72 HOURS
SOIL QO �n P, OP TO COMMENCING WORK ON SITE.
ST ' S w� 7. i' CC C ,S ACTORIS TVERIFY GRADES AND ELEVATIONS AS WELL AS c y S `DI N PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
pIS 0 BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
y k A1 -LY.
0°� 8. PARCEL IS IN FLOOD ZONE C
SOIL 9. LOT IS SHOWN ON ASSESSORS MAP 127
ZEST 7 _� _ _ AS PARCEL X27
J 1C. ALL UNSUITA9:.E MAi£R1AL'SH'ALC-BE `REMOVED FROM UNDER 27 FOR
M;NIMUM.OF 5' 'AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
Y.'
TH
SAND AS SPECIFIED IN 310 CMR 15,255:(3).
7
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235 GREAT w'ESTERN ROAD
508- P. 0. BOX 713
'L398-3922 SOUTH DENNIS, MASS. 02660
DAic
DEC 23, 2002
SCALE = 20'
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JOB N0: 5595-4
LOCATION %v'r;p
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