HomeMy WebLinkAbout83-1659 - Septic System Design002��2• � _ _ yg.g �� I
LOCUS MAP
PLACE SEPTIC TANK AND
nicT ❑nv nki % c nc 4 �-^-�r - - / \ NOT TO SCALE
I
_ NOTES:
1. VERTICAL DATUM: ELEVATION = S%fr�'E (o P E SET II
2. SEPTIC SYSTEM SHALL BE INSTALLED ACCORDING TO !
i _ 310 CMR 15.00 (TITLE V) AND THE TOWN OF YARMOUTH
ST NOU 1 DENT COMMVON BOARD OF HEALTH REGULATIONS.
�Esr t+orE 1 ' cse- 54.e sal e�uwraa :vouwc
SOIL NOWON
f
SMTE><TURE
(USDA)
y
Sm Manua
f
0-4-
i
10"
' 4.
GAS BAFFLE
4
,
,l
48 - 12-
A -
FINE SANDY
��2• � _ _ yg.g �� I
LOCUS MAP
PLACE SEPTIC TANK AND
nicT ❑nv nki % c nc 4 �-^-�r - - / \ NOT TO SCALE
I
_ NOTES:
1. VERTICAL DATUM: ELEVATION = S%fr�'E (o P E SET II
2. SEPTIC SYSTEM SHALL BE INSTALLED ACCORDING TO !
i _ 310 CMR 15.00 (TITLE V) AND THE TOWN OF YARMOUTH
ST NOU 1 DENT COMMVON BOARD OF HEALTH REGULATIONS.
�Esr t+orE 1 ' cse- 54.e sal e�uwraa :vouwc
SOIL NOWON
f
SMTE><TURE
(USDA)
y
Sm Manua
S� ETC)
0-4-
10"
' 4.
GAS BAFFLE
4
,
��2• � _ _ yg.g �� I
LOCUS MAP
PLACE SEPTIC TANK AND
nicT ❑nv nki % c nc 4 �-^-�r - - / \ NOT TO SCALE
I
_ NOTES:
1. VERTICAL DATUM: ELEVATION = S%fr�'E (o P E SET II
2. SEPTIC SYSTEM SHALL BE INSTALLED ACCORDING TO !
i _ 310 CMR 15.00 (TITLE V) AND THE TOWN OF YARMOUTH
ST NOU 1 DENT COMMVON BOARD OF HEALTH REGULATIONS.
�Esr t+orE 1 ' cse- 54.e sal e�uwraa :vouwc
DO" FR011
(.airs)
SOIL NOWON
f
SMTE><TURE
(USDA)
y
Sm Manua
S� ETC)
0-4-
1
4
,
,l
48 - 12-
A -
FINE SANDY
10 YR 2/2
-
MASSNE, FIRM
DO" FR011
(.airs)
SOIL NOWON
f
SMTE><TURE
(USDA)
SOIL COLOR
(MuNsa-L)'
Sm Manua
S� ETC)
0-4-
1
,
48 - 12-
A -
FINE SANDY
10 YR 2/2
DO" FR011
(.airs)
SOIL NOWON
f
SMTE><TURE
(USDA)
SOIL COLOR
(MuNsa-L)'
Sm Manua
S� ETC)
0-4-
C
48 - 12-
A -
FINE SANDY
10 YR 2/2
-
MASSNE, FIRM
LOAM
50%, STONES e
12• - 36 -
B.
LOAMY F40=
10 YR S/6 -
Z
0
M� �'�E
SAND
Z
scz soN�s e
36- - 132-
c
am'
LOW
io YR 5/4
m
msv%-r.
v�TED CaLoas
-
10% COME
3. ALL PIPES SHALL BE 4" SCHEDULE 40 PVC i
4. THE DISTRIBUTION BOX SHALL BE WATER TESTED TO
INSURE LEVELNESS AND EQUAL FLOW.
5. THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES
AND SEWER LINE ELEVATIONS PRIOR TO INSTALLATION.
6. SOIL ABOVE C LAYER (SHOWN ON SOIL LOGS) SHALL BE
REMOVED AND REPLACED WITH CLEAN SAND ACCORDING TO i
MASS. LOCAL SPECIFICATIONS IN THE S.A.S. AREA. !
7. EXCAVATION FOR AREA WHERE,.FILL IS , REQUIRED SHALL
EXTEND 5' LATERALLY BEYOND SA.S: i
8. SYSTEM IS NOT DESIGNED FOR GARBAGE GRINDER.
9. ALL PRE CAST UNITS ARE TO BE PLACED ON 6" MIN.
OtOMMYLITER o+carrro `Ar 132• , 4sa PM AT 52' - CRUSHED STONE, "MECHANICALLY COMPACTED.
`�- 10. MIN. PIPE ,SLOPE 1/8 IN/FT, 1/4 IN/FT' PREFERRED. i
400.'0'0 o j• 11. MANHOLE COVERS .ARE 70 BE WITHIN 12" OF FINISHED
DATE: 1/20/cs NcuTN otrr_ AlK VON la+ GRADE.
TEST rale 2 CSE- 54.2 SOIL EWIAATOR: , eET�"m YVUNO 12 SEPTIC TANK TEES
I SHALL CONFORM TO -MASS & LbCAL
REGULATIONS.
13. ALL STONE IS TO BE DOUBLE WASHED ACCORDING TO
MASS. & LOCAL REGULATIONS.
14. GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT
EXCEED 3'.
15. VARIANCE TOWN OF YARMOUTH REGULATION 3.7.
DISTANCE OF S.A.S (RESERVE AREA _ONLY). _.
100 FT. REQUIRED
88 FT. PROPOSED
12 FT. VARIANCE REQUESTED
OF 1.
1w°�.
GROUND KATNCOUNTIIiFD A7 120
.' ElEV 44.2 PEM Al
ERE•�1
NAm PE7tC
DESIGN CALCULATION
�
t :a
I o" t "*K
DESIGN FLOW
GI S k
3, BEDROOMS ® 110 GPD/BEDROOM = 330 GPD — ,USE 330 GPD
l']iYOR APPROVED
SEPTIC Tp1
330 GPD X 200% = 660 GAL USE 1500 GAL TANK P --V— UM
Date DESCRIPTION Drawn Checkers
LEACHING AREA REQUIRED
SOIL . CLASS — it ., R E V i S 1 0 N S
PERC RATE — < 5 •MIN/IN I
}} LTA 0.60 GPD/SQ. FT. SEPTIC 'SYSTEM DESIGN
i LEACHING AREA REQUIRED:
330 'GPD X 1 SQ. FT./0.60 GPD = 550 SQ. FT. USE 550 SQ. FT. PROPOSED {
AT
LEACHING, AREA AVAILABLE MAP 119 LOT 3O '
' 3 FLOW -DIFFUSERS WITH 4' OF STONE ALL. AROUND IN I
SIDE WALL AREA [(32 + 12') X 2] X 2', 176 SQ. FT.
YARMOUTH
BOTTOM AREA — (12'-X 32) = 384 SQ. FT. i
TOTAL LEACHING AREA REQUIRE O 560 SQ. FT. +�''' /� SCALE: 1 " = 20' DATE: MAY 3, 1999 - {
PLAN REFERENCE: PROPERTY LINE SURVEY, BY PAUL E. 'SWEETSER P DAteo MA�4 v3,1999 t ,p.•� U
LAO .
LA BARGE
• PLAN REFERENCE: PLAN OF THE "BAKER BOG" 8Y W.E. ROWLEY &SON, ::JAN.` 3, 1946
ENGINEERING & CONTRACTING
f
P.O. BOX 784
SITE PLAN ,
'�� DENNISPORT, MA 02639
1 „ 20� - - DRAWN BY: SGM (508) 432-6360
)
♦ i
MEET
CHECKED BY: TAI PPROVEO PUN S'
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;_ ATE �!