HomeMy WebLinkAbout4327 RevRED CEDAR CLAPBOARD
4' TO WEATHER
OTHER ELEVATIONS ARE
W.G. SHINGLES 5' TO
WEATHER
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SCALE, ./s SIDE ELEVATIOAW'
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P\ FAR ELEVATION �
SGA' -E, 1/4- _ 1'-0' - LEFT SIDE ELEVATION
SCALE 1/4' = 1'-0*SHEET NUMBERin/
n
z
TOP OF FOUNDATION
ELEV. = 25.6
3�>
4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER F_L
LEV. = 22.1
ELEV. = 21.7
BENCHMARK
c
20 FT. MINIMUM FROM CELLAR
HORIZ
TEXTURE
COLOR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
�y
0-6"
A
LOAMY SAND
t0YR3/3
CLEAN SAND
6-18"
CONCRETE
LOAMY SAND
10YR6/8
COVERS
Cl
LOAMY SAND
LOAM AND SEED
4" SCHEDULE 40 PVC PIPE
C2
LOAMY SAND
10YR6/1
MIN. PITCH 1/8" PER FF.
REVISED
7�/< //16
2" LAYER OF
1/8" TO 1/2-
6
WASHED STONE
REVISED /Z/,9�%O
SHEET f OF I
6" MAX
MAX.22.27
MIN.
VENT
NOT REQUIRED
1 CU. FT. OF
CONCRETE
FLOW LINE
21,52 a
ANCHOR
10 -
MIN.
1
- 2.0"
LEV. - 21.45
o o
agm
e
11
o
LEVEL2'0'1
0
>3
0"
ELEV.
-
- 20.1
ELEV.
= 21.4 6" SUMP ELEV. = 21.2
BAAFS
DISTRIBUTION
ELEV =
J
BOX 21.02
7 INFILTRATORS WITH STONE IN AN
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
1500 GALLON
IF MORE THAN ONE OUTLET
11' X 49' X 11" TRENCH FORMATION
~
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
WELL AiW-247
SEPTIC TANK
ZONE B
3/4" TO 1 1/2"INDEX
SYSTEM (SAS)
25.3
WASHED STONE
ADJUST 4.6
SEWAGE DISPOSAL
SYSTEM PROFILE BOTTOM OF TEST HOLE OR
W2/ 7/99fi ELLEEV. =
OBSERVEDSGS
WATER TTABLE (ABLE
1116.5
NOT TO
SCALE
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SD /L
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_ D.
i. BOX
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sw.r f
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1°
I
1500 GALLON
SEPTIC TANK
FSP
/ 2
uo 45o.
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SUIL I EST
DATE OF SOIL TEST FEBRUARY 7. 1996
SOIL TEST DONE BY T. Md F I AN
WITNESSED BY P. BRYANTON
OBSERVATION HOLE 1 ELEV.= 20.5 OBSERVATION HOLE 2 ELEV.= 20.5
PERCOLATION RATE 6:20 MIN./INCH AT 48 INCHES PERCOLATION RATE MIN./INCH AT INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
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/ 2
uo 45o.
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SUIL I EST
DATE OF SOIL TEST FEBRUARY 7. 1996
SOIL TEST DONE BY T. Md F I AN
WITNESSED BY P. BRYANTON
OBSERVATION HOLE 1 ELEV.= 20.5 OBSERVATION HOLE 2 ELEV.= 20.5
PERCOLATION RATE 6:20 MIN./INCH AT 48 INCHES PERCOLATION RATE MIN./INCH AT INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-6"
A
LOAMY SAND
t0YR3/3
PROJECT LOCATION LOT I
25 CRANBERRY LANE S. YAR.
6-18"
B
LOAMY SAND
10YR6/8
18-36"
Cl
LOAMY SAND
2.5Y7/6
6-120
C2
LOAMY SAND
10YR6/1
BANDS OF
SAND
WATER ENCOUNTERED AT 1!6 ELEV. = "5
APPROVED
}UTO COMMITTEE
arwRD
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE __o_
TOWN WATER =W
CATCH BASIN (J
GAS UNE G
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-9"
A
LOAMY SAND
10YR3/3
PROJECT LOCATION LOT I
25 CRANBERRY LANE S. YAR.
9-24"
B
LOAMY SAND
10YR6/8
24-36"
Cl
LOAMY SAND
2.5Y5/6
6-126
C2
LOAMY SAND
10YR6/1
BANDS OF
SAND
WATER ENCOUNTERED AT 108" ELEV. = 11.5
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
(11Q-GAL/BR./DAY X 4 BR.) 440 GAL/DAY
REQUIRED SEPTIC TANK CAPACITY 880 GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATION I
DESIGN PERCOLATION RATE < 7 MIN./IN.
EFFLUENT LOADING RATE 0.68 GAL/DAY/S.F.
LEACHING AREA 649 SQ. FT.
(11X49)+(6OX2X11/12)
LEACHING CAPACITY (AREA X RATE) 441.3 GAL/DAY
649 X 0.68
RESERVE LEACHING CAPACITY 441.3 GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL 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
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 WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
LDL✓ jR LCR N� REG*j�ATIONS. OWNER 1' APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS
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.
8. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP 97 AS PARCEL S 9
10. SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE EITHER SET ON A
6" BED OF 3/4" - 1 1/2" STONE OR ON MECHANICALLY COMPACTED
SOIL.
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND THE SOIL ABSORPTION AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
12. DESIGN ENGINEER IS TO INSPECT AND CERTIFY THAT THE SEPTIC
SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH THIS PLAN.
APPROVED: BOARD OF HEALTH
DATE AGENT
O 1996 SWEETSER
-LOCUS
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1/
ROUE 6
PROPOSED SEPTIC DESIGN
FOR
DAVENPORT REALTY TRUST
PROJECT LOCATION LOT I
25 CRANBERRY LANE S. YAR.
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398_3922 SOUTH DENNIS, MASS. 02660
DATE JUNE 5, 1996
scALE 1" = 20'
REVISED
7�/< //16
JOB N0.
3783-00
LOCATION MAP
REVISED /Z/,9�%O
SHEET f OF I
O 1996 SWEETSER
PLAN LEGEND
�0. UTILITY POLE
_E— OVERHEAD ELEC.
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PROPOSED
32,704±
SF -20.5
LOT 1
S. F.
- A.M. 49
PARCEL 102
A.M. 49
PARCEL 127
- z\
\
A.M. 49
PARCEL 103
/
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/
/
/
A.M. 49
PARCEL 104
2p, STK %
W/NAIL
F FND
A.M.
PARCEL
e
LOT 2
S. F.
0
Syak� A. M. 49
-'' PARCEL 107
\ CB
`\ W/DH
FND
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W/NAIL
FND
49
105
STK
W/NAIL
FND
A. M. 49
PARCEL 106
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FND
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\ W/DH
FND
IP
FND �-
ASSESSORS MAP 49
PARCEL 100 - #16 LAKE`ROAD
PARCEL 101 - #22 LAKE ROAD
PARCEL 102 - #18 LAKE ROAD
REFERENCE DEEDS:
4915-39, 4915-40 & 12634-271
ZONING DISTRICT. R25
R25 DIMENSIONAL REQUIREMENTS:
MIN LOT AREA = 25,000 S.F.
MIN. LOT FRONTAGE = 150'
MIN. FRONT YARD = 30'
MIN. SIDE YARD = 15'
MIN. REAR YARD = 20'
MAX. BLD. COVERAGE = 25%
MAX. SHAPE FACTOR = 22
0 20' 40'
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