HomeMy WebLinkAbout141.55 - Proposed Septic DesignBENCHMARK NGVD : N/-I/L /^-" ,COAD 20,02
TOP OF FOUNDATION 20 FT. MIN
10 Ft. MMIMUTA 10 FT. MINIMUM FR
ELEV. -
NGVD CO�SETE
d Lrt 22= Le CAST IRON f
(OR EQUAL MINNMUM
PITCH 1/4 PER FT.
E'L;241NCHES
LIQUID DEPTH
4 FEETS
5 FEETS
6 FEET
B F�SE�TS
' y
tiC
,I
I
e
IBX
�k
20 -
Q
/o%
SfrE..N_OT��M � cif
i •f
Zoa pr Sr
0Ii
_
�ii/C N Jit st 2lc , i
NAIL SGTQ 20
ELlev, 10,02A/GVD
S OR CRAWL SPACE
It
4• SCHEDULE 40 PVC
MIN. PITCH 1/8- PER
SOIL TEST
DATE OF SOIL TEST2O
0 P S(YL TESTray or^r PE
• CLEAN SAND MITNESSEDDBYE erwcc v��SIV ,a CH
LOAM AND SEED OBSERVATION HOLE 1 EL.EV.- 18.3 OBSERVATION HOLE 2 ESV- / `�• 3
GO+72 INCHES
nmr Arrw vior 2.S ugi-AMMO AT -7_B; O INCHES PERCOLATION RATE <30 MN./INCH AT
2• SAYER OF
1/8' TO 1/2-
WAOVED STONE
EL 2/ MAX E1 20 ne..i. STREQUIRED
1 CU. FT. OF
ki t CONCRETE
Ai o1 ANCHOR
EL f qo0
10- �EOX
'TMIN. - /�O .0 p O p O O .ELEV.iFyyEy /B,Bd 6' E.1®.4C LO
DISTRIBUTIION) ELEV. - 7 _x,047, `CT_,t'eCAIAA! 5
TO BE PLACED ON FIRM BASE) B OX ,C 18-'r w M4 STONE IN AN
DEPTH I
HORIZ I
TEXTURE
COLOR
'MOTT.
OTHER
x0 WATER ENCOUNTERED AT / ELEv - 6.3
AP
.Sandy
aady
a -y4
isle
u.vsu,r,
/6f
SOIL ABSORPTION P
Geo.•.,
ZONE "L-
Ne
.f
2G�
a
soncCy
2.L G
/1/e
SYSTEM (SAS)
v
INDEX
S, /ty
r/
LOC
C.
/= 2 ed(
7/4
Ne
E[ /3,3
LEGEND:
DESIGN CALCULATIONS
Y
ir.
21 1T2-
yt .1
e1 PGr C
90
Ct
n�E
s and
Zia
/✓e
° E[ Io.>
BSN
NOT TO SCALE
[oe..
2$"y
FINAL SPOT AT10N
( 110 CAL/BR./DAY X EER)
CAL/DAY
ca
Si/t"Y
2.Sy
L/f
_.
7�� Pere
138
C2
Loc.,,
i, GAL
�� GAL
-pr
or
Jae
SHEET ! OF /7
S.i,nat
UTILITY POLE -O-
TOWN WATER `W+++�-W�-
A-
EL 3.3
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
x0 WATER ENCOUNTERED AT / ELEv - 6.3
AP
so.+Jy
e s y
J/3
Aja
v"stl/r
/6f
SOIL ABSORPTION P
Geo.•.,
ZONE "L-
Ne
.f
PROJECT LOCATION
407- 83" LOOk'OUr RD,
4j L
Al
SYSTEM (SAS)
v
INDEX
S, /ty
r/
&
Cf
WASHED STONE
.,r
ADS'
LEGEND:
DESIGN CALCULATIONS
F. n t
JaneC
2..T
7i,t
SEWAGE
DISPOSAL SYSTEM
PROFILE
BOT 40 or 7-i/ -3 H A '
USCS PROBABLE WATER TAfLE ELEV. - .r
OBSERVED WATER TABLE (6 /20/Q77} ELEV - 6.6 trr+ 2
F. r
Zia
/✓e
vf
uNJr,
BSN
NOT TO SCALE
[oe..
2$"y
FINAL SPOT AT10N
( 110 CAL/BR./DAY X EER)
CAL/DAY
C �'
Si/t"Y
2.Sy
L/f
_.
7�� Pere
138
C2
Loc.,,
i, GAL
�� GAL
-pr
or
J.7�
SHEET ! OF /7
S.i,nat
UTILITY POLE -O-
TOWN WATER `W+++�-W�-
A-
EL 3.3
9^ C-k/,jvj [[, cR t:�
z OOU GALLt�N
TO B_ WATER TESTED
IF MORE THAN ONE OUTLET
jdK O x e TRENCH FORMATION1/.L.
COLOR
MOTT.
,� "IA
x0 WATER ENCOUNTERED AT / ELEv - 6.3
WATER ENCOUNTERED AT 7
ELEV. G
2.s y
S 3
SEPTIC
TANK (ST)
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION P
0', '
ZONE "L-
Ne
.f
PROJECT LOCATION
407- 83" LOOk'OUr RD,
4j L
3/4- TO 1 1/2•
SYSTEM (SAS)
v
INDEX
S, /ty
r/
&
Cf
WASHED STONE
.,r
ADS'
LEGEND:
DESIGN CALCULATIONS
F. n t
JaneC
2..T
7i,t
SEWAGE
DISPOSAL SYSTEM
PROFILE
BOT 40 or 7-i/ -3 H A '
USCS PROBABLE WATER TAfLE ELEV. - .r
OBSERVED WATER TABLE (6 /20/Q77} ELEV - 6.6 trr+ 2
EXISTING SPOT ELEVATION 00x0
CA -f -L4 i EXISTING CONTOUR ----00----
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
4
O
vf
uNJr,
BSN
NOT TO SCALE
[oe..
BOTTOM OF TEST HOLE ELEV. - 7, 0
FINAL SPOT AT10N
( 110 CAL/BR./DAY X EER)
CAL/DAY
C �'
P 4n y
2.Sy
L/f
_.
let _
,rrr-
0 4
138
FINAL CONTOUR
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY
ACTUAL SIZE OF SEPTIC TANK
i, GAL
�� GAL
✓
/20
SHEET ! OF /7
S.i,nat
UTILITY POLE -O-
TOWN WATER `W+++�-W�-
SOIL CLASSIFICATION
M14 /IN
L oT 2 G Q
Nf
0
k'ET+4ia/,
d N o
tl
P
CATCH BASIN (0 DESIGN PERCOLATION RATE .
CAS UNE Q — EFFLUENT LOADING RATE ca CAL/DAY/S F.
CLEAN OUT t LEACHING AREA / a X r0 +- /20x l 74-3 S0. FT.
CESSPOOL C.P. 0. LEACHING CAPACITY (AREA X RATE) _LZ CAL/DAY
/A r 710x.60
OSSERVATION HOLE 3, ELEV.-RESERVE LEACHING CAPACITY f-LfL2 GAL/DAY
PERCOLATION RATE �— 1 N./INCH AT /a t-!!4
I
-SP7`ctiirLF4CH SysTEro
wf F2AM E ir 4� Xtsi rC-
-�•z -�4 kE•ys w�src v < f
�NNFCT...To 2�F:'7E'fyJ'
DEPTH
HORIZ
I TEXTURE
COLOR
MOTT.
OTHER
H
/O
A
s.Lh 94 v
L oa-n
2.s y
S 3
�°
t svrr
r
LOa.�+y
2.Sy
Ne
.f
PROJECT LOCATION
407- 83" LOOk'OUr RD,
4j L
l
v
av po
S, /ty
r/
&
Cf
learn
CRAIG H SHORT
,1
ems$
CI
F. n t
JaneC
2..T
7i,t
poNn
FL I2
, N
s,/ -y:;
2.sy
vf
uNJr,
BSN
0.3Gea..r
[oe..
II,S
JOB NO. 12- 7-f"
-, I
C �'
P 4n y
2.Sy
L/f
_.
let _
,rrr-
0 4
138
C3
.re
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P.
TITLE S AND THE TOWN OF Y,9Aw"ovEH RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
�¢ 2 ALL
CO E S FINISHED GRADE SHALL BE BROUGHT TO
WITH`frI 3• A FTHE SANITARY THUBE CAPA13LE WITHIN
WITHSTANDING 10LOADING UNLESS THEY ARE SHALL
OR
S 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED NDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
' 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
+, BE MORTARED. IN PLACE.
tr 3. NO DETERMINATION HAS BEEN MADE AS TO COM?LIAN',�E WITH
._I v rn orc Zv�a1Y+ ZCGzit.nii�i'is. oer A l P.PFIX- PtT r.5 Tv -
�a OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
WAIM ENCOUNTERED TERED AT /3811 ELEV. „ 7 IS TO CALL 'DIC -SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS
I PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
OBSERVATION HOLE 4 •- / `� SITE CONDITIONS PRIOR TD COMV A� &WLORK ON SITE.
8. PARCEL IS IN FLOOD ZONE C e
ARTf/ Td 'WLrf1 11,8' PERCOLATION RATE 6 i MIN./INCH AT INCHES 9. LOT IS SHOWN ON ASSESSORS MAP /LL AS PARCEL. 2 Z�
�o i/�11N• 'fq lXRaLsaID xr�riNG 777zEe'-r
J ' I
r__fllAatra HmvDd,gxr
ATG2 P-AO+C/c
� WGRA?' L.I/NJT I
l f
-w4L,kour 8rzow 4
EROSTW/ftL REQ'L2 I �0
FOVA/Dq r/o v_ DES/tq/ ' L
DEPTH
HORIZ I
TEXTUREFCOLOR
MOTT.
OTHER
r 4 /
021 (
1%�
LeQ Y,
ol
A/e
5
_
Ji rpMR v
Leevd
PROJECT LOCATION
407- 83" LOOk'OUr RD,
l
v
av po
o1w
CRAIG H SHORT
b 7
PROFESSIONAL ENGINEER
SOS- P.O. BOX 1044
r,7Aty
poNn
uNsu,r
, N
Js /t, y
IEL
72
C2
[oe..
II,S
JOB NO. 12- 7-f"
-, I
1 oaM+/•
t1N•vS7: �
M
NE+X Nt'USE: �
C3
Fi of t
✓
/20
SHEET ! OF /7
S.i,nat
LOCATION MAP
-
10. VN321r-,,j 4_C_
3}IAt__93E__itJ?rMovcD_FRoM_~Dek Alva rep
13_/vllnr�>"uN, oc.r�<�c�_�rrovya_P.21Mn?zyA:va
12ESE'R_v_f_ SOI t, ABsoRPS_�oA+ SYJTLrM QND.�.
REPIASED VV rH C4e'oRv_a0qND_IIJJPEGlF/Eb
1n/ TIrLf-Ci 310 CMR /S2S.r 43).
f! CoNTft�CTOR 75 To CONTACT THE 27FS14W
ENG/NLrER F°R JNSPECT101V C!/?_TH-6
G,n vn7-iory QF r/-/P,"LJNSvl7AOLE
in•9TER<AL 7'e F/LL PL�iGE�vE/vT
APPROVED: BOARD OF HEALTH
HJ:OTHE,ES ` � o
' 1 JVb WATER ENCOUNTERED AT 120 .. my -7. X23 i �%1I
DATE AGENT
/4,0 7- 2S
`2/oaO s t ,80RDER /NG vCGETATED
vertAN.n t>.y/ 7- PCR
FP-FiME 'G PH --IF oM sHERMAA/ `0150404
:-4x1 �r,ccF'ys;'�sr4r�E taX1d,� -1 ! (,�o�2�y7 ,r�LAGGI�IC,�,)
SoA/!v_rcJ�h�a�oeP 1 11
p'?2nIA1, PIPtrS{TXf,i
f
r tsr�F C'or -
7-.24
i G.if.ff)t4
Vii//GeSit��
_1
PROPOSED SEPTIC DESIGN
r 4 /
021 (
1%�
FOR
B R JAlV BAS L ER
5
_
Ji rpMR v
Leevd
PROJECT LOCATION
407- 83" LOOk'OUr RD,
l
v
av po
o1w
CRAIG H SHORT
b 7
PROFESSIONAL ENGINEER
SOS- P.O. BOX 1044
poNn
398-8311 SOUTH DENNIS, MASS 02660
% 3 9 7
_FcAuDATE "
REVISED
<O9�
JOB NO. 12- 7-f"
-, I
t1N•vS7: �
M
NE+X Nt'USE: �
SHEET ! OF /7
LOCATION MAP
-
i G.if.ff)t4
Vii//GeSit��
_1