HomeMy WebLinkAbout44 Maine Avenue Proposed Septic DesignTOP OF FOUNDATION
ELEV. = 101•20
i
fl
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV.= 9_ S 0
ELEV. _ 97.45
FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
TEE
ELEV. 17.21LEE
S E VV ELEV. = 98 T1 6" SUMP ELEV.
DISTRIBUTION ELEV.
(TO BE PLACED ON FIRM BASE) Box -BUO
TO BE WATER TESTED
1500t GALLON IF MORE THAN ONE OUTLET
SEP11C TANK (TO BE PLACED ON FIRM BASE)
3/4" TO 1 1/2' CLEAN J
DOUBLE WASHED STONE
FREE OF FINES k SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE -
1\x¢9 r? 00
100
L �
9 \"\
coy. ema,a
ue,p✓ 1-1�-/ A
ai �98y `._ O
J too W, � 9.6 � �,
_ 100.00 100.1 i E�
Spool ``� z
100.2
w1100.5
(I'D
54000.0 TEST%/
o.
/
i Qtw
0.7 `
99'e", /
E
I
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1 /8' TO 1/2
MAX.
WAS
STONE
97.05 MIN, NOTTREQUIRED
0 0
4.5.
o ° J 95.77ELEV. oo0a0oa°0 "0" °14 0ELEV. x.94.60
HIGH CAPAL7TY/NFILTRA TORS W7H STONE Z WELL N/A
IN AN _11' X 40' X 24 ' TRENCH FORMA7JON m 5.50 ZONE
INDEX
SOIL ABSORPTION U-) ADJUST
SYSTEM (SAS)
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV.
BOTTOM OF TEST HOLE ELEV.
• 100.6 10'
1506 -GALLON,
-SEPPC TATTK
.0
LEGEND:
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -O
TOWN WATER -Ww
CATCH BASIN 0111)
GAS LINE G -
CESSPOOLO C.P.
CLEANOUT 0.
Yarmouth Health Department
/APPROVED
I
• - ,
SOIL TEST
DATE OF SOIL TEST QCKKE 5.' 20m_
SOIL TEST DONE BY aAEETSER EN ltjf l inlG '
WITNESSED BY _A, YQ-q HONE
OBSERVATION HOLE 1 ELEV.- 99.60
PERCOLATION RATE _<�2 MIN./INCH AT 68 INCHES
DEPTH
f 98.2
TEXTURE
COLOR
MOTT.
00.7
0-10
A
1198.7
10YR4/2.
NO
99+
10-32
LOIS 191 & 193
\
10,000 f S.F.
?. \99.5
\100.2
32-126
\ v'100.6
FINE SAND
2.5Y7/4
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
j
OF
,100
I
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1 /8' TO 1/2
MAX.
WAS
STONE
97.05 MIN, NOTTREQUIRED
0 0
4.5.
o ° J 95.77ELEV. oo0a0oa°0 "0" °14 0ELEV. x.94.60
HIGH CAPAL7TY/NFILTRA TORS W7H STONE Z WELL N/A
IN AN _11' X 40' X 24 ' TRENCH FORMA7JON m 5.50 ZONE
INDEX
SOIL ABSORPTION U-) ADJUST
SYSTEM (SAS)
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV.
BOTTOM OF TEST HOLE ELEV.
• 100.6 10'
1506 -GALLON,
-SEPPC TATTK
.0
LEGEND:
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -O
TOWN WATER -Ww
CATCH BASIN 0111)
GAS LINE G -
CESSPOOLO C.P.
CLEANOUT 0.
Yarmouth Health Department
/APPROVED
I
• - ,
SOIL TEST
DATE OF SOIL TEST QCKKE 5.' 20m_
SOIL TEST DONE BY aAEETSER EN ltjf l inlG '
WITNESSED BY _A, YQ-q HONE
OBSERVATION HOLE 1 ELEV.- 99.60
PERCOLATION RATE _<�2 MIN./INCH AT 68 INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-10
A
LOAMY SAND
10YR4/2.
NO
;
10-32
B
LOAMY SAND
10YR5/8
R, 40-
SE C
i
32-126
C
FINE SAND
2.5Y7/4
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
j
APPROVED: BOARD OF HEALTH
DATE
AGENT
NO WATER ENCOUNTERED AT 196" ELEV. Ag 1n
r
PIN[ sTRfET
PANKLIN
�M1,,MSR sr. �,
WATER
yccvs PEARL
0
BROADWAY x
^
2 i
H a
DESIGN CALCULATIONS
PROPOSED SEPTIC DESIGN
FOR
"DREW BERNARD
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL UNIT
;
TOTAL ESTIMATED FLOW
R, 40-
SE C
i
REQ1RED NK CAPACITY _850- GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
j
SCALE 1 " = 20'�
I
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE S 5 MIN./IN.
I
EFFLUENT LOADING RATE --0.7-4- GAL./DAY/S.F.
LEACHING AREA 844.00 SQ. FT.
REv.
ISHEET 1 OF 1
CAPACITY
LEACHING (AREA X RATE) -41MI GAL./DAY
x44.00 X 0.74
RESERVE LEACHING CAPACITY AZOM GAL./DAY
NOTES:
1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S 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 MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
. _
BE MORTARED IN PLACE. _
5.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6.
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION- CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 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. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
- 8.
PARCEL IS IN FLOOD ZONE C
9.
LOT IS SHOWN ON ASSESSORS MAP 22 AS PARCEL 377
10,
EXISTING DWELLJNG AND SEPTICS ARE TO BE REMOVED.
11.
,ALL UTILITIES ARE TO BE REMOVED AND REPLACED WITH NEW SERVICES.
APPROVED: BOARD OF HEALTH
DATE
AGENT
C.• jS8�PROJ`6278-00�dwg`6278-sos1.OWG 02007 SWEETSER ENGINEERING� I
IC
at
�►4 i
PIN[ sTRfET
PANKLIN
�M1,,MSR sr. �,
WATER
yccvs PEARL
0
BROADWAY x
^
2 i
H a
PROPOSED SEPTIC DESIGN
FOR
"DREW BERNARD
LOG. � .MAINE AVE.
44
NEST YARMOUTH, MASS.
Sr=ER M"TGLNEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE DEC. 11, 200
SCALE 1 " = 20'�
I
REV. DEC. 14, 2007
JOB No. 6278-00
LOCATION MAP
REv.
ISHEET 1 OF 1
C.• jS8�PROJ`6278-00�dwg`6278-sos1.OWG 02007 SWEETSER ENGINEERING� I
IC
at
�►4 i