HomeMy WebLinkAbout162 Summer Street Proposed Septic DesignLOT 7
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COV
GARAGE I
150061
N
SEPTIC TA
11
SOIL 102
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ti LOT 5
42, 287 S. F. f
69.54
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-36
A/B
WOODLOAM
(DESIGN CALCULATIONS
NO
NOTES:
36-156
C
MEDIUM SAND
10YR6/6
STONES
I
120-180
NUMBER OF BEDROOMS
__4__
1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
COBBLES
I
I
LOAMY SAND
10Y7/1
REV. JUL 24, 2000
GARBAGE DISPOSAL UNIT
_1i4 _
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
TOP OF FOUNDATION
20 FT. MINIMUM FROM CELLAR
TOTAL ESTIMATED FLOW
THE SUBSURFACE DISPOSAL OF SEWAGE.
ELEV. - 11too
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
REv. FEB.10, 2003
[SHEET 1 OF 1
( 110 GAL./M/DAY X 4_ BR)
_ 4_ GAL./DAY
2.
ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TOCONCRETE
CLEAN SAND
REQUIRED SEPTIC TANK CAPACITY
_BBQ_ GAL
WITHIN 6" OF FINISHED GRADE.
COVERS
wsPEcnoN PORI
ACTUAL SIZE Of SEPTIC TANK
_1_500 GAL.
3.
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
4' SCHEDULE 40 PVC PIPE
LOAM AND SEED
SOIL CLASSIFICATION
_1
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
MIN. PITCH 1/8' PER FT.
LAYER OF
DESIGNPERCOLATION RATE
5-_$— MIN./IN.
10 FT. OF DRIVES OR PARKING AREAS, H-20 LOADING SHALL BE -
1
1/8' TO 1/2'
EFFLUENT LOADING RATE
AZ4_ GAL./DAY/S. F.
USED UNDER OR WITHIN 10 FT. Of DRIVES OR PARKING AREAS.WASHED
STONE
LEACHING AREA
826.33 SO. FT.
4.
ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
9.00
4' CAST IRON PIPE
(OR AL)
00'20 MAX 97.05 MIN.
T
VETREQUIRED
(11X48)+(59X2Xi0/12)
BE MORTARED IN PLACE.
SLAB ELE v. - 1�•�
TCHQ
MINI MUM
LEACHING CAPACITY (AREA X RATE)
AIR GAL./DAY
5.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
=
625.33 X 0.74
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
TEE
5
RESERVE LEACHING CAPACITY
,�$,4$ GAL./DAY
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
FLOW UNE
9720
6.
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
ELEV. - 192:QQ_
10'
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
MIN.
— 99_OQ_ py
_
°
PRIOR TO COMMENCING WORK ON SITE.
'_
J
. LEwOEL
,
-
"s
10'
03.67
7.
CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
ELEV. - _
GAS
FELE— 66 SUMP ELEV. ®_06,70
_-
r'.s "
ELEV.
- __
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
BAFFLE
_pE.L7
DISTRIBUTION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
LIQUID
OUTLET
�_
ELEV. —�
4 HIGH CAPACITYIII� WITH
IMMEDIATELY,
°
4 FEET
14 INCHES
TO 8E PLACED ON FIRM BASE) BOX—II4.Z0_
( TO BE WATER TESTED
STONE IN ANATORS
z
--- - —"' —— _—` - - -- -- — -'
-.-
6 FEET
6 FEET
19 INCHES
24 INCHES
1500 GALLON IF MORE THAN ONE OUTLET
11' X 46' X 10° TRENCH FORMATION
.57
-
7 FEET
B FEET
29 INCHES
34 INGHEs
(TO BE PLACED ON FIRM BASE)
SEPTIC TANK
SOIL ABSORP110N
°'
WELL N/A
J
iz,DOUBLE
3/4' TO 1 1/2" CLEAN
SYSTEM (SAS)
INDEX
1
WASHED STONE
ADJUST
P9 tm-
-
FREE OF FINES h SILT
arvAmJ
60 '
SEWAGE DISPOSAL SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. _
OBSERVED WATER TABLE ( / / ) ELEV. -
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. -
63.30
Vy53-
SOIL TEST
DATE OF SOIL TEST 17196_________
SOIL TEST DONE BY EDWARD_KELLEY____
WITNESSED BY
OBSERVATION HOLE 1 ELEV.=103377 OBSERVATION HOLE 2 ELEV.=10_3
PERCOLATION RATE --- <--Z- MIN./INCH IN C2 HORIZON.
PERCOLATION RATE __ < 2- MIN./INCH IN C2
HORIZON.
LOT 7
,D
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40,4F' �"
SOIL TP
TEST flij,.?;i-;' '
0
D PARCH
CD`/ERE
1 ` LjNC
K
COV
GARAGE I
150061
N
SEPTIC TA
11
SOIL 102
I I I
I
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D. qpX
LIVIT of I o I W
0uRy a
I� r
I I �
I i '
I I '
I I
I
� I
I
_ _ I
ti LOT 5
42, 287 S. F. f
69.54
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-36
A/B
WOODLOAM
10YR5/1
NO
ROOTS
36-156
C
MEDIUM SAND
10YR6/6
STONES
I
DEPTH
HORIZI
EXTURE
COLOR
MOTT.
OTHER
0-48
A/B
LOAMY SAND
10YR5/1
NO
ROOTS
48-120
Cl
MEDIUM SAND
10YR6/6
SOME FINES
120-180
C2
MEDIUM SAND
10YR7/6
COBBLES
I
I
LOAMY SAND
10Y7/1
REV. JUL 24, 2000
57. STONES
NO WATER ENCOUNTERED AT __- L$5= ELEV. _ 907 NO WATER ENCOUNTERED AT 180„ ELEV.
SOIL TEST
DATE OF SOIL TEST Z1 5100 --------- 8. PARCEL IS IN FLOOD ZONE
SOIL TEST DONE BY R._W LCOX --------- 9. LOT IS SHOWN ON ASSESSORS MAP 104 _ AS PARCEL
WITNESSED BY _1.I�1,YyQN_jjQyL______ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
OBSERVATION HOLE 3 ELEV.=__997_ A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
PERCOLATION RATE _ _<� 2__ MIN./INCH AT 60 INCHES
�� rs•i
` C N0 WATER ENCOUNTERED AT __J -2Q' ELEV. _ __ 89 7
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-3
A
LOAMY SAND
10YR5/1
NO
ROOTS
3-39
B
LOAMY SAND.
10YR6/6
ROOTS
39-58
Cl
LOAMY SAND
10YR7/6
COBBLES
58-1201
C2
LOAMY SAND
10Y7/1
REV. JUL 24, 2000
57. STONES
I
LEGEND:
EXISTING SPOT ELEVATION •0.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE rn.
TOWN WATER —WSW
CATCH BASIN I/Q�
GAS LINE G -
CESSPOOL CP
CLEANOUT — e� C.O.
OF Y.1Sr.
I n I1 DUMAS
MA
S s�
�Y� � u N0 g19 `
P�
APPROVED: BOARD OF HEALTH
DATE
AGENT
C. SB
ENGINEERING
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Locus
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION
PROJECT LOCATION
LOT 5
162 SULOM ST., YARLOUTHPORT
SMEMER ENGINEERING
235 GREAT WESTERN ROAD
P. 0. BOX 713
398-3922 SOUTH MASS. 02660
DATE APR 8, 1999
SCALE 1 = 20'
REV. JUL 24, 2000
JO8 ND 4391-00
LOCATION
MAP____7
REv. FEB.10, 2003
[SHEET 1 OF 1
C. SB
ENGINEERING