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83 ' 97.7
SINGULAIR TREATMENT\
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AFJD SA - PLE ATC
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WETLAND97.
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6,015.5 t S. F. { ) 50, _J a
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-7
Ap
LOAMY SAND
10YR3/1
NO
ROOTS
7-24
8
LOAMY SAND
10YR8/6
GAS LINE
ROOTS
24-120
C
MEDIUM' SAND
2.5Y7/4
SCALE 1 " = 20'
14. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
A. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE.
B. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION.
C. SOIL ABSORPTION SYSTEM LESS THAN 100' FROM WETLAND.
0. RESERVE AREA LESS THAN 10' FROM LOT LINE.
E. RESERVE AREA LESS THAN 20' FROM FOUNDATION.
F. RESERVE AREA LESS THAN 100' FROM WETLAND.
G. SEPTIC TANK LESS THAN 100' FROM WETLAND.
• 9B.9
EXISTING SPOT ELEVATION
00,0
EXISTING CONTOUR----00----
COLOR
FINAL SPOT ELEVATION
00.0
FINAL CONTOUR
A/E
SOIL TEST LOCATION
10YR8/2
UTILITY POLE
ROOTS
TOWN WATER -WSW
B
CATCH BASIN lim
10YR6/6
GAS LINE
ROOTS
CLEAN OUTCO.
Cl
CESSPOOL C.P.
2.5Y8/2
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/ BVW 6 /
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95.7
BVW 7 /
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
I OTHER
0-6 _
A/E
MEDIUM SAND
10YR8/2
NO "
ROOTS
6-21
B
LOAMY SAND
10YR6/6
S EB MGLNE97WG
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
ROOTS
21-35
Cl
MEDIUM SAND
2.5Y8/2
SCALE 1 " = 20'
35-60
C2
LOAMY SAND
2.5Y6/3
d-120
C3
FINE SAND
[SHEET 1 OE_Ljl
TIGHT do
COMPACTED
DESIGN CALCULATIONS
NUMBER OF BEDROOMS _ 2
GARBAGE DISPOSAL UNIT NQ_
TOTAL ESTIMATED FLOW
(110 GAL/DAY/BR. X 2 9R.) X20_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY 440_ GAL.
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE < -0_ MIN./IN.
EFFLUENT LOADING RATE .�4.7A GAL./DAY/S.F.
LEACHING AREA 22 SO. FT.
LEACHING) CAPACITY 1(AREA) X RATE) -2M,52 GAL./DAY
32233 X 0.74
RESERVE LEACHING CAPACITY -3$3`3 GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE,
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO .
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED. OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONES 8 & C
9. LOT IS SHOWN ON ASSESSORS MAP __59_ AS PARCEL 220
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
11. GUTTERS, DOWNSPOUTS, AND DRYWELLS REQUIRED.
12. ALL DISTURBED AREAS ARE TO BE REVEGETATED.
13. HAYBALE WORKUMIT IS TO BE PLACED PRIOR TO ANY EXCAVATION
ON SITE.
APPROVED: BOARD OF HEALTH
DATE
AGENT
02004
LOCUS
\
c10\ � Z
2$
PROPOSED SEPTIC DESIGN
FOR
THOMAS CONNELLY
LOCATION 16 VICTORY. LANE
SOUTH YARMOUTH, MA
S EB MGLNE97WG
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
SEPT. 8, 2004
SCALE 1 " = 20'
REV. OCT. 5, 2004
JOB N0. 5865-00
LOCATION MAP
REV. -J
[SHEET 1 OE_Ljl
02004