22.215.1 - Site and Sewage PlanNOTE: EXTEND COVERS OF
SEPTIC TANK TO WITHIN
G" OF FINISH GRADE
Z"LfAy%� oG 3�3 ��OG-'� STZ��cJc
PIPE TO BE LAID.LEVEL FOR
4" 5CI1 40 PVC PIPE Z OUT OF D15TRIBUTION BOX
/3 f/z
TOP @ EL.
/3.ZS BOTTOM @ EL.//•Z •.,c�xc
INSTALL GA5 BAFFLE - 5y
IN OUTLET TEE -
I��-COPY
DEEP OBSERVATION HOLE LOGS
DATE.
TE5T
WITNF55:-Naj9-77-/
PERE RAT@:
DEEP 0135FRVATION HOLE # I FL.
DEPTH
FROM
501L
501L
501L COLOR
501L
OTHER
SURFACE
HORIZON
TEXTUREOTHER.
(MUN5ELL)
MOTTLING
JOB NUMBER:
cp, /.w
SHEET NUMBER:
o
Q
CvAT I C 8
-9_ �9 ♦F
B
L 5
/oye .51a
EMAIL: tlrlsweller@Comca5t.net
i3,
SEPTIC TANK
z x,08
EL.
DEPTH
FROM
SDIL
501E
SOIL COLOR
501E
OTHER
SURFACE
HORIZON
TEXTURE
(MUN5ELL)
MOTTLING
JOB NUMBER:
REVISION:
SHEET NUMBER:
o
Q
/Sod. __GALLON PRECAST
WELLER A550CIATE5
I G45 FALMOUTH RD., SUITE 4C --- P.O. BOX 4 17 CENTERVILLE, MA 02632
2 WINDY WAY, #232 NANTUCKET, MA 02554
TEL-.: (508) 775-0735 -�- FAX: (508) 775-0754
EMAIL: tlrlsweller@Comca5t.net
i3,
SEPTIC TANK
Z DEEP OBSERVATION HOLE #2
EL.
DEPTH
FROM
SDIL
501E
SOIL COLOR
501E
OTHER
SURFACE
HORIZON
TEXTURE
(MUN5ELL)
MOTTLING
JOB NUMBER:
REVISION:
SHEET NUMBER:
WELLER A550CIATE5
I G45 FALMOUTH RD., SUITE 4C --- P.O. BOX 4 17 CENTERVILLE, MA 02632
2 WINDY WAY, #232 NANTUCKET, MA 02554
TEL-.: (508) 775-0735 -�- FAX: (508) 775-0754
EMAIL: tlrlsweller@Comca5t.net
PROFE5510NAL ENGINEERS * LAND 5URVEYOR5
5EPTIC 5YSTf N;l PROEI Lf
DESIGN DATA
<O7- =
�c=.t��v� SGL �.N,oErzv/ovs DAILY FLOW: (3) BEDROOMS x 110 GPD = 334=> GPD
SEPTIC TANK: 33z> GPD x 200% _ o GPD
USE: /� �d GALLON PRECAST SEPTIC TANK
DISTRIBUTION BOX:
�\ USE: ,0�
.- 3
SOIL ABSORPTION SYSTEM:.
USE' _(3) :57 y s
'x Zm c-
' �-- Sop/�ycvEGcs
.. it
\ � — CAPACITY: i - �
51DEWALL AREA: _ . x z x 0.74 // 5' GPD
C>AJ r BOTTOM AREA: /o' xl'zy,Sx 0.74=Zi1�'.-- GPD
_ t57/ I✓ - �� .mss, -.o. ,ct.�.� yam'
GPD
GENERAL � v ,,ENE
RAL NOTES
I . CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE * UNDERGROUND, PRIOR TO
ANY EXCAVATION OCONSTRUCTION.
\ 2. SEPTIC SYSTEM 15 TO BE INSTALLED IN COMPLIANCE
/z, WITH 3 10 CMR 15.00: TITLE V.
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE
C5 C 0 �'7 o DETERMINATION.
4. ALL DISTURBED AREAS ARE TO BE LOAMED SEEDED.
DEC 1 1 2�!Ol
L \ 5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY
/ O
HEALTH U�PT. REQUIRED INSPECTIONS.
o �
dD G. THIS SYSTEM IS NOT!DESIGNED FOR THE USE OF A
_� — E�.G/s!a .. GARBAGE DISPOSAL.'
8' POURED REINFORCED \\ L
1 CONCRETE WALL
I'-• \' EG IZ• O
I #4 BARS
12' O.C. EACH WA
WALL TO BE MADE WATERTIGHT \
USING ASPHALT MASTIC 5 MIL 7''
THICK WHEN DRY •N JL—" (3) # 4 BARS
��i
zy „
RETAINING WALL DETAIL
NTS
5 ITE --- 5EWAGf FLAN
T�
SCALE:
DATE:
DRAWN BY:
eel
JOB NUMBER:
REVISION:
SHEET NUMBER:
WELLER A550CIATE5
I G45 FALMOUTH RD., SUITE 4C --- P.O. BOX 4 17 CENTERVILLE, MA 02632
2 WINDY WAY, #232 NANTUCKET, MA 02554
TEL-.: (508) 775-0735 -�- FAX: (508) 775-0754
EMAIL: tlrlsweller@Comca5t.net
PROFE5510NAL ENGINEERS * LAND 5URVEYOR5
5EPTIC 5YSTf N;l PROEI Lf
DESIGN DATA
<O7- =
�c=.t��v� SGL �.N,oErzv/ovs DAILY FLOW: (3) BEDROOMS x 110 GPD = 334=> GPD
SEPTIC TANK: 33z> GPD x 200% _ o GPD
USE: /� �d GALLON PRECAST SEPTIC TANK
DISTRIBUTION BOX:
�\ USE: ,0�
.- 3
SOIL ABSORPTION SYSTEM:.
USE' _(3) :57 y s
'x Zm c-
' �-- Sop/�ycvEGcs
.. it
\ � — CAPACITY: i - �
51DEWALL AREA: _ . x z x 0.74 // 5' GPD
C>AJ r BOTTOM AREA: /o' xl'zy,Sx 0.74=Zi1�'.-- GPD
_ t57/ I✓ - �� .mss, -.o. ,ct.�.� yam'
GPD
GENERAL � v ,,ENE
RAL NOTES
I . CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION
OF ALL UTILITIES, ABOVE * UNDERGROUND, PRIOR TO
ANY EXCAVATION OCONSTRUCTION.
\ 2. SEPTIC SYSTEM 15 TO BE INSTALLED IN COMPLIANCE
/z, WITH 3 10 CMR 15.00: TITLE V.
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE
C5 C 0 �'7 o DETERMINATION.
4. ALL DISTURBED AREAS ARE TO BE LOAMED SEEDED.
DEC 1 1 2�!Ol
L \ 5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY
/ O
HEALTH U�PT. REQUIRED INSPECTIONS.
o �
dD G. THIS SYSTEM IS NOT!DESIGNED FOR THE USE OF A
_� — E�.G/s!a .. GARBAGE DISPOSAL.'
8' POURED REINFORCED \\ L
1 CONCRETE WALL
I'-• \' EG IZ• O
I #4 BARS
12' O.C. EACH WA
WALL TO BE MADE WATERTIGHT \
USING ASPHALT MASTIC 5 MIL 7''
THICK WHEN DRY •N JL—" (3) # 4 BARS
��i
zy „
RETAINING WALL DETAIL
NTS
5 ITE --- 5EWAGf FLAN
T�
SCALE:
DATE:
DRAWN BY:
eel
JOB NUMBER:
REVISION:
SHEET NUMBER:
WELLER A550CIATE5
I G45 FALMOUTH RD., SUITE 4C --- P.O. BOX 4 17 CENTERVILLE, MA 02632
2 WINDY WAY, #232 NANTUCKET, MA 02554
TEL-.: (508) 775-0735 -�- FAX: (508) 775-0754
EMAIL: tlrlsweller@Comca5t.net
PROFE5510NAL ENGINEERS * LAND 5URVEYOR5