HomeMy WebLinkAbout151.102.1.1 - Proposed Septic Design (3)TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR SOILTEST
ELEV. - 10210 10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST OCTOBER 23,,2003 r.
CLEAN SAND$QfL TEST DONE BY'�WEETSER ENGINEERING
I
CONCRETE WITNESSED BY A. VON HOLlE
COVERS INSPECTION PORT
4" SCHEDULE 40 PVC PIPE LOAM AND SEED OSSERVATION HOLE 1 ELEV._ 87.50 06SMATI�1 HOLE 2 ELEV.- 89.60
MIN. PITCH 1/8" PER FT.2' LAYER OF PERCOLATION RATE _c_ MIN./INCH AT 49 INCHES PERCOLATION RATE _5-2_ MIN./INCH IN C HORIZON
9.50 1/8 TO 1/2'
4` CAST IRON PIPE fi f11_ V4r 6" M,rA 92,00 MAX, WASHED STONE ENT
a ea ci cv 94.60 (OR EQUAL) MINIMUM tT--T �1 89.75 W.N. NOT REQUIRED
PITCH 1/4" PER FT.
ELEV. - 92B0
ELEV.
TEE
r L1VEL
BATS ELEV. _ _8987 6' SUMP ELEV.
DISTRIBUTION ELEV. e
(TO BE PLACED ON FIRM BASE) BOX - J
1500 GALLON IF TO BE WATER TESTED
MORE THAN ONE OUTLET
SEPTIC TANKV (TO BE PLACED ON FIRM BASE)
3/4" TO 1 1/2" CLEAN -/
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
7 87.9
r
• 8�.4 // '
/ I SOIL r '
J r I ST 2
6b.7
I i __ . • 93.11
t •183.8r LIMITOF/
1 r �' OVERDIG /r
.51
I SOI ;
ITES t
I 181.
lr /
145. 4
1
rr )
o,
83 I + 7. I I pm i
1504 GALLON C) v r '+
SE 71C TANK 9111.6
Se
90.4
LOT 11
15, 060.7 f S.F. • 90. i
038, 5A0..
o>
ON IN BI- Effi- 11 MAI I
ELEV. _ 87.87
6 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN z
11' X 48' X 10' TRENCH FORMATION 2 10'17
N WELL N/A NO WATER ENCOUNTERED AT 120_ ELEV. - 77 S
SOIL ABSORPTION 0
ZONE
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. = __
OBSERVED WATER TABLE ( / / ) ELEV. _
BOTTOM OF TEST HOLE ELEV, a 1Z. LEGEND:
EXISTING SPOT ELEVATION x0.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR n,
SOIL TEST LOCATION
UTILITY POLE ca3
TOWN WATER -WSW-
CATCH BASIN
GAS LINE G
CESSPOOL CP
CLEANOUT
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-16
0/A
LOAMY SAND
1OYR3/3
NO ROOTS
16-32
B
LOAMY SAND
t0YR5/8
LOAMY SAND
32-120
C
i
MEDIUM SAND
2.SY6/6
20% COBBLES
/+ 98.2
99.
4 6.1
COLOR
MOTT,
OTHER
0-15
0/A
3 \
\4961 8
NO
ROOTS
15-36
8
LOAMY SAND
10YR5/8
r
36-120
AH_
(1
99.8. DRIVE
+1 r
DATE OCT 24, 2003
AEY�
ttcvAnaw tazco•
1"
JOB N0. , 5541-00
(AZWD)
/
LOCATION MAP
REVISED
SHEET 1 OF 1
100.0
r
O
9
\
101.6
If r
I
*6 1
F , / Q i � • 96 ) I
r20.
162.0
102.1
'1d30 ON10"11f19
tiooz ti t Ndf
R C C E v E I
JAN 1." 2Q04
Yarmouth Dant_
OF
�V Fl
T. A.
QUMIA
No. LST
DEPTH
HORIZ
TEXTURE
COLOR
MOTT,
OTHER
0-15
0/A
LOAMY SAND
10YR3/3
NO
ROOTS
15-36
8
LOAMY SAND
10YR5/8
aS177E, �s'El� MVGZtX7=1G
235 GREAT WESTERN ROAD
508- P. 0, BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
36-120
C
MEDIUM SAND
2.5Y6/6
DATE OCT 24, 2003
NO WATER ENCOUNTERED AT _120_ ELEV. a __Z9.6.Q
DESIGN CALCULA11ONS
NUMBER OF BEDROOMS - 4 -
GARBAGE DISPOSAL UNIT �!0
TOTAL ESTIMATED FLOW
REQUI E D AL./BR./DAY A NK CAPPACITYe�) -No- GALGAL.
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION _L_
DESIGN PERCOLATION RATE 5_5_ MIN./IN.
EFFLUENT LOADING RATE A.7-4- GAL./DAY/S.F.
LEACHING AREA 626_33 SQ. FT.
(11 X48)•1•(59X2X1 O/12)
LEACHING CAPACITY (AREA X RATE) &M GAL./DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY X43,4$ GAL./DAY
NOTES: .
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.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 WfTH
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 151_ AS PARCEL _102
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR15.255:(3).
11. A NEGATIVE GRADE OF 3/4' PER FOOT SHALL BE MAINTAINED FOR A
MINIMUM OF 15' AWAY FROM THE FOUNDATION,
112. A VARIANCE OF 2' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE
EVEN WITH THE HIGH POINT IN ROAD INSTEAD OF 2' ABOVE.
APPROVED: BOARD OF HEALTH
DATE
AGENT
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PROPOSED SEPTIC -.DESIGN
JOHN FTURINESE
L"85 LOITGFELLO RD. IAT 14
YARI&OUTH, IHSS.
aS177E, �s'El� MVGZtX7=1G
235 GREAT WESTERN ROAD
508- P. 0, BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE OCT 24, 2003
fSCALE �,, 20, .
JOB N0. , 5541-00
REVISED
LOCATION MAP
REVISED
SHEET 1 OF 1
- - - - - - L:'j58�PROJj584l-00�1584>-SAS DWG 02003 SWEETSER ENGINEERINGI �...
FILE CSP FILE 0 IL C�