HomeMy WebLinkAbout407 Highbank Road Proposed Septic Designi
,
20 FT. MINIMUM. FROM FOUNDATION '
I UY U," I,UUNUAI JUN 1,,`10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
C16 V + Jt A6 1 10 F1. MINIMUM !,
CONCRETE COVERS
4" SCHEDULE 40 PVC PIP LOAM AND SEED 1/P
L.! MIN. PITCH 1/fi' PER FT. WA`.H r STONE^
I CLEAN SAND
n
4' CAST IRON PIPE
OR EQUAL) MINIMUM
PITCH :/4' PER FT.
I ID•
i
ELEV.= 33.00
ELEV.= 32.00 J LI
L?OUiD
OUTLET
e--
5,OKL TEST DME BV:
NITNESSED BY;
3M -CER 00MCM20
A. VON HONE
4 FEE?
5 FEET
:4
'9
•NCHES
*NCcES
6 FEET
24
INCHES
7 FEET
29
INCHES
8 FEET
34
INCHES
_ I I�FLEv.= 31_75
c/ I LC LEVEL
9 I
GAS ELEV.= 6• SUMP
GAFF'-_ 1 31_00 LEV.= 30.83
I DISTRIBUTION .
BOX
PLACEDCN IRM 3ASE) 'n RE WATER TESTED
CTO BE PLACED CN F?RM BASE),
1.500 GALLON ELEV.= I
I
SEPTIC TANK SA•� (�
3/4" TO 1 1/2"
i, CLEAN DOU3_E
s��* - n r WASHED STONE
tf �ZT,,r SP C1r...—,TF'1 'ru d FREE 0' F!�`-5
AND SILTS
(NOT TO SCALA') —
�Xo
PROPOSED SOIL ABSORPTION
SYSTEM. 4 HIGH CAPACITY
INFILTRATORS W/ 4.00' STONE -
ON THE SDES AND 3.00' OF STONE
ON THE ENDS.
VENT
34-00 REQUIRED
CU. F?. OF
li'. \1M
16 EXISTING SPOT GRADE
__--66— EXISTING CONTOUR
PROPOSED CONTOUR
xfas PROPOSED SPOT GRADE
OH1
SOIL TEST LOCATION
"-w— WATER LINE
+� WATER SHUT OFF VALVE
cntt Tt„ t`T
DATE OF SOIL TE3Tt
1-11-01
e--
5,OKL TEST DME BV:
NITNESSED BY;
3M -CER 00MCM20
A. VON HONE
OBSERVATION
HOLE: 1
ELEV:4 30.00 ,
PERCOLATION
RATE G2 MIN./INCH 0 52"
CLEAN OUT
TEXTURE
COLOR MOTT. 0TH
APPROVED BOARD OF HEALTH
AMY SAND
10YR 2/2 NO ROO
29.67
AMY SAND
=SAND
IOYR 5/8
ClARSE
SAND
10YR 6/6
DIUM SAND
IOYR 7/6 40%
PROPOSED ,SEPTIC DL''SIG1"
(I
-,
CCsL:RETE ANCHOR
e--
EXISTING GAS LINE
T. A.
s
DUVAS y
619Q1
CLEAN OUT
N
APPROVED BOARD OF HEALTH
ELEV.=
29.67
C.P,O
CESSPOOL
DATE AGENT
I
_1-----
PROPOSED ,SEPTIC DL''SIG1"
(I
TOR
• NO MATM ENCOUNTERED
AT 120' ELEV.= 20.0(
DUBLIN CONSTR UCTIO
CATCH BASIN
4 HIGH CAPACI`Y Th '-TR�%71
= i
O
407 HIGHBANK ROAD
�
,lTH. S?E� 1N AN " Y :'S
Io'
WELL N A
-
T AT (iT,
T1Ti1 �+l 1.T ]� i`.'\"
g
.
TRENCH PCRHA?ICN
235 GREAT WESTERN ROAD
PO BOX 713 SOUTH DENNIS, MA 02650
fox. 5M-796-3063
off. 508-398-3922 --
JL. 1`
-
fj
DATE: 1-26-01 SCALE: 1"=20'
,
Z„yc
REvscD 1-17-02 JOB "0' 5033
n 7
T O lJ S lv� �p
3
1
INDEX
NOT TO SCALE
X2001 swten.-R'NciN
NUMBER DF BEDROOMS'
H—(20)A
_
JUST
GARBAGE DISPOSAL UNIT,
�--
SOIL ABSORPTION
IL AB
TOTAL ESTIMATED FLOW
(110 GAL./BR./DAY X 3 BR.)
330
GAL./DAY
$ ($A$)
n,6T
=--
REQUIRED SEPTIC TANK CAPACITY:
6Q
GAL.
ACTUAL SIZE OF SEPTIC TANK:
t
GAL
1
SOIL CLASSIFICATION:
( 5_
MIN./IN.
DESIGN PERCOLATION RATE
GAL./DAY/'
USES PROBABLE w
.ER -ABLE ELEV.=
EFFLUENT LOADING RATE:
47A33
SQ. F.T.
c TA;•.-
03SERVEC WATER
t•'/4/cC) ELEV.=
- --
�;,;4�
LEACHING AREA:
(11 X 36) + (47 X 2 X 10/12
-ZM O'
•'- ' �
-ES- "^_LE ELEV.=
35100
TOP CF
CCAS AL BAN'!
'Al
10. EXISTING DWELLING, SEP TICS AND U TP'TiES ARE TO BE REMOVED.
11. ALL C'STURBED AREAS ARE TO 9E REVEGETATED.
"
Q. CU'—"R, DOANS?DUTS AND DRY'h_LLS REQUIRED.
13. A VARIANCE '..'F IS REWIRED FOR THE TOP OF FOUNDATION TO BE
LESS THAN 2' ABODE HiG POINT ;v ROAD.
X
X1S�;�NG ocDp�DEp J `,.`
�Ow'S �,1: j� X
SCA'..: 1"=20'
LEACHING CAPACITY (AREA X RATE): GAL./DAY
474.33 X 0.74 351.00
RESERVE LEACHING CAPACITY: GAL./DAY
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O.E.P.
PTLE 5 AND THE TOWN OF Yh fQMLRULES AND REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN
6' OF FINISHED GRADE.
3. AU. COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING
H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OG DR`.ES CR
PARKING AREAS. N-20 LOABiNC SHA L 9E USED UNGER WT -!N 1@ fT. OF
- nV .rnc RnF .wAr i_ c ('".`.DF„^ N r
c '"�.V SA -J1 MWS BEEN MADE AS TO CCQD'-IAN-E 'NTH DEEDED OR
�,)hCyG REGULATCti S. OWNER/APPUCANT IS TO 03TAN SUCH DETERVINATION
FROM APPROPRIATE AUTHORITr-
5. UTIUTIES'SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL
'DIGSAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK
ON SITE
7 FAT GRADES AND ELEVATIONS AS
L CONDITIONS
OR OCOVMENWORKON SITE, ANY VARIATION STO BE BROUGHT
TO HE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY.
g PARCEL IS IN FLOOD ZONE 0
9. LOT IS SHOWN ON ASSESSORS MAPJg2 AS PARCEL 1
F.
OF Pv
T. A.
s
DUVAS y
619Q1
N
APPROVED BOARD OF HEALTH
C "EP
� .ITARIN�
DATE AGENT
I
JTIH WR'QUT"ri, ldri.-
PROPOSED ,SEPTIC DL''SIG1"
(I
TOR
I
DUBLIN CONSTR UCTIO
407 HIGHBANK ROAD
�
SOUTH YARMOUTH, MA 02664
--
—�
-
g
SWEETSER ENGINE.E7?ING
1
235 GREAT WESTERN ROAD
PO BOX 713 SOUTH DENNIS, MA 02650
fox. 5M-796-3063
off. 508-398-3922 --
-
fj
DATE: 1-26-01 SCALE: 1"=20'
,
REvscD 1-17-02 JOB "0' 5033
n 7
T O lJ S lv� �p
RE�sED S'�,EET 1
1
NOT TO SCALE
X2001 swten.-R'NciN