HomeMy WebLinkAboutEngineered Plan - 201510 FT. MINIMUM
3,09 4" CAST ?RON PIPE
(OR
O C 1 EQUAL) MINIMUM
I FTM
"--ELEV.
ELEV.
ID OUTLET
20 FT. MINIMUM FROM CELLAR �R CF 4,P' .. SPACE
10'FT. MINIMUM FPO"' -SLA
CONCRETE.
COVERSz 4." SCHEDULE 40 PVC PIPE
MIN. PITCH 1/$" PER FT,
" AX
YYHJ�I L:J 31 VIV �:
;n ,03 AX. OR FILTER FA13RIC
�
VE IT
COLOR MOTT. OTH R
DEP YFi : , HORIZ TEXTURE
A%E.
COLOR
�E�10
j �tOTT. OTHER,
10-2A"
S
LOAMY SAND
1D R6/6 ROOTS
,
""> a .60 MIN.
NOT RE
MEQIUM SAND
0-1Q p/E LOAMY SF••U:
10YR8/1
ROOTS
..
TE� (SAF)
INDEX
D�SIN C ^ LATS G i. �
�� yy�
TEE
--
DOUBLE WASHED STONE
FREE OF FINES do SILT
ADJUST_
NUMB - OF t DROOMS �.�
10-2$" R LOAMY SAIvO
10YR6/6
100TS
LEVEAS
tht
SEWAGE DISPOSAL
i : �Or►
SYSTEM FILE
USGS PROBABLE WATEN TAF,LF ELEV. _
n OBSERVED WATER TABLE ( / / ; 'LEV. _
;..�_-_
__ -
26-1 ¢0" Q . ; MEDIUM SAND'
2.5Y7/4
NOT TO
SCALE
BOTTOM OF TEST K01 -C rl.E�`. _
. $Z,Q__
FLOW LINE
10"
5.9
_ . �,
°i
N? WA13 ENCOUNTERED AT
t2�"� ELEV. _
- 88.0.
-TMIN.
T
ELEV. = 9b.75 4„ 0�
L�VEL
F -
p1 _�
11"
g4.6�
t�ee��'' HO
08 VATIOY MOS
ELEV =
98.Q
- .—�-- `
oj
_ ELEV. _
B' SALE ELEV. _ _ 95t¢0- 6" SUMP ELEV. _ _91-x?;
DISTRIBUTION�
ELEV. _ 4 HIGH CAPACITY INFILTRATORS W'TH
POS STONE IN AN
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 760
DEPTH
HORq
TEXTURE
COLOR MOTT. OTH R
0-10".__
A%E.
LOA!Y SAND
1OYR8/1 NO ROOTS
10-2A"
S
LOAMY SAND
1D R6/6 ROOTS
29-132"
C
MEQIUM SAND
2.5Y7/4
5 It
119 I<JCv�iES
/�
5VO GALLON
IF MORE THAN ONE OUTLET
11 X 36 K 10� TRENCH FORMATION '
i in
12"6
1,JOWATFP ENCOUNTERED AT _-- ELEV. =82.0
T
7 T
FEET
24 INCHES
28 INCHES
34 INCHES
p �a
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
pr��
SOI. AG7�Oai'iP , i ��`
YELL N A
ZONE
8
3/4" TQ 1 1/2" CLEAN_*
..
TE� (SAF)
INDEX
D�SIN C ^ LATS G i. �
DOUBLE WASHED STONE
FREE OF FINES do SILT
ADJUST_
NUMB - OF t DROOMS �.�
GARAGE D#SGC A,, UN'iY _
SEWAGE DISPOSAL
i : �Or►
SYSTEM FILE
USGS PROBABLE WATEN TAF,LF ELEV. _
n OBSERVED WATER TABLE ( / / ; 'LEV. _
;..�_-_
__ -
TQTAL,ES?1MATEp. FL0>N'
t 11Q �AI.�E3i./C?Ar X ._,.a-, E ) -,���_: GAL,/DAY
NOT TO
SCALE
BOTTOM OF TEST K01 -C rl.E�`. _
. $Z,Q__
REQUIRED SrPTIC TANK CAPACITY Q, GAL:
SIZE OF SEPTIC TANK � GAL,
ACTUAL .
s r ss FI ATIO
DESIGN PERCOLATION RATE
EFFLUENT LOADING RATSt+ GAL /DAY/S.F. j
LEACHING AREA 4 h. Sp. FT. I!
(11X,;5)4�(4 7/ :X10/1 )
LEACHING CA,RAOITY ( REA X RATE) GAL./DAk, i
474,33 X74
RTr RVE LEACHING CAPACITY ;,f Q GAL,/DAY
PHOTS:
1. ALL WOE KMAN SHIP AND. MATEF?ALS SN A 6 CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'$ RULES AND REGU>.,A11ONS FOR
,tNOF,19 THE SU6SURFACE DISPOSAL OF SEWAGE.
2. AL, COVERS .TO'.$ANITARY UNITS SHALL BE BROUGHT TO
-,F, 7+ , z Q� TERENCE yG� WITHIN 0' ,OF FINISHED GRADE.
fi it x: M. 3. ALL. CQMPC:tFNTS OF THE SANITARY :SYSTEM SHALL BE CAPABLE OF
HAYES WITHSTANDING H-10 LOADING UNC ESS THEY ARE UNDER 0R WITHIN
NN0. 979. > 10 FT OF DRIVES'OR PARKING AREAS, H-20 LOADING SHALL BE E
¢`'� �F USED.. UNDER OR WITHIN 10 I:T...OF DRIVES OR PARKING AREAS.
r
GISTS
t 4. ANY MASONRY UNITS USED TO ,ORING COVERS TO GRADE SHALL
r�rrAR%?" DE MORTARED IN PLAD'
5. NO DETERMINATION HAS BEEN MADE AS TO L01PLIAr•,CE 10011TH
DEEDED OR ZONING REQULAlIQNSl (5,¢ vER /.APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM .APPF:IFRIATE AUTHORITY.
6.U';I }TIES-_SI40A'.•t ,:ARE APPROMIJAT .Or4LY, EX: "A.V,4�i0N CO Icl-
TPAi
IS TO GALL "OIG -SAFE" AT 1- "8-344-7233 AT LEAST.72 HOURS
PRIOR TO COMMENCINQ. WORK ON SITE,
7. CONTRACTOR.IS TO VERIFY GRADES AND ELEVATIONS.AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE..ANY VARIATION
ISTO TO BE BROUGHT .TO THE ATTENTION OF THE DESIGN ENGINEER '
IMMEDIATELY;
-
S. PARCEL IS IN FLOOD .ZONE _
y�tt 9. LOT 1S.SHOWN ON ASSESSORS MAP 4455 A5 PARCEL
V1, 41+!
V L "
X.
r
.31341 , 4 YnrmoutN, Henith Department
?P vFll
+ter: rrh�°� � = Date
me
G'3C C�C��MGD
JUL 0 6 2015APPQ Q E3p'ARD* OF KALTH
[42ALTH DEPT.
OAT{; AGENT
00� PV IP
FOR
Pgy4p x'00
M.
hoc. ,
li OR Q
VE 8 T '. Y a.1;10 UTHI
203 SETUCKT ROAD
508 pp 0. BOX , 713
385-69Q0' SOUTH DENNIS, MASS. 02660
DATE MAY 2 2 01 5 SCALE " '
,�� �1 2fJ
REV. JOB Nd: '75747