HomeMy WebLinkAbout407 Highbank Road Proposed Septic Design 4A
HORIZ
3.0'
COLOR
CLEAN SAND WASHED STONE ®•-- PROPOSED CONTOUR
..
T
-
P OF FOUNDATION : 20 FT. MINIMUM FROM FOUNDATION
MAX.'
-
SOIL - EST
ROOTS
�. COR EQUAL) MINIMUM
E
EV.= 36.00
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
_
-
DATE OF SOIL TE57.
Sat TEST DONE 8Y,
1-17-01
1ou.°1T`,.R OiG70�W I
COARSE SAND
tOYR 6/6
52'-120'
. C2
MEDIUM SAND
���+���
- 1d:1.9iJiilli[
MTNES= Br,
- ..
A. VON HONE
i
235 GREAT WESTERN ROAD
j:.
"
ELEV.= 33.00
10.
31.00 I CU. FT.. OF
CONCRETE ANCHOR WATER SHUT OFF VALVE
COBBLE
Ot 506-398-3922 ta.. 508-3941-3063
CONCRETE COVERS
LEv.= 31_75 2 0•
x 706 EXISTING SPOT GRADE
OBSERVATION
HOLE: 1 ' ELEV.- 30.00
ELEV.= 32 00
GAS ELEV. LEVEL
BAFFLE 6' SUMP
10
JC6NQ. 5033
LOCUS MAP
31.00 ELEV.® 30.83
= �� CLEAN OUT
4" SCHEDULE 40 PVC PI
MIN. PITCH 1/8- PER FT.
/
2" LAYER OF
LOAM AND UB' TO 1/2'
-E6- EXISTING CONTOUR
PERCOLATION
1
RATE <2 MIN: INCH 0 52 {
/ I
A
HORIZ
3.0'
COLOR
CLEAN SAND WASHED STONE ®•-- PROPOSED CONTOUR
..
I
4' CAST IRON PIPE
MAX.'
a/ PROPOSED SPOT.GRADE
�
NO
ROOTS
�. COR EQUAL) MINIMUM
VENT -
- 34.00 MAXVENTCHI
t0YR,5/8
407 HIGHBANK ROAD
PITON 1/4 PER FT,
36'-5r,
SOIL TEST LOCATION
COARSE SAND
tOYR 6/6
52'-120'
. C2
MEDIUM SAND
IOYR 7/6
i -4_& WATER UNE
235 GREAT WESTERN ROAD
j:.
"
ELEV.= 33.00
10.
31.00 I CU. FT.. OF
CONCRETE ANCHOR WATER SHUT OFF VALVE
COBBLE
Ot 506-398-3922 ta.. 508-3941-3063
LEv.= 31_75 2 0•
EXISTING GAS UNE
DATE: 1-26-01
SCALE 1.'-20'
ELEV.= 32 00
GAS ELEV. LEVEL
BAFFLE 6' SUMP
10
JC6NQ. 5033
LOCUS MAP
31.00 ELEV.® 30.83
= �� CLEAN OUT
' " °
SHEET 1; OF 1
_ _
' ELEV.- 29.87
DISTRIBUTION
C.P.O CESSPOOL
CTO BE PLACED ON FIRM BOX
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0'-12
A/P
LOAMY SAND
10YR 2/2
NO
ROOTS
12'-36"
8
LOAMY SAND
t0YR,5/8
407 HIGHBANK ROAD
36'-5r,
Cl
COARSE SAND
tOYR 6/6
52'-120'
. C2
MEDIUM SAND
IOYR 7/6
40%
235 GREAT WESTERN ROAD
PO BOX 713 SOUTH DENNIS, MA 02660
COBBLE
i
i
i
LI.UID OUTLET BSE)
DEPTH TEE TO BE WATER TESTED 4 HIGH CAPACITY INFILTRATORS NO 7=9 -ENCOUNTERED AT 120' ELEV.- 2000
H -(LO) (TO BE PLACED ON FIRM BASE) WITH STONE IN AN 11' X 36' X 10' O CATCH BASIN '
4 FEET 14 INCHEg
5 FEET 19 INCHES I5OO GALLON TRENCH FORMATION WELL N A
6 FEET 24 INCHESELEV.=
w 7 FEET 29 INCHES SEPTIC . TANK 30.50 ZONE DESIGN CALC; 11;ATION
S. I
-3/4" TO 1 1 2" N -C20) _ ADJUST NUMBER OF BEDROOMSi 3
L/ SOIL ABSORPTION
CLEAN DOUBLE GARBAGE DISPOSAL UNIh _.ISO.-
j _ . DI PO= SIST6 I PROFILE WASHED STONE SYSTEM (SAS) 9.6T TOTAL ESTIMATED FLOW i
FREE OF FINES (110 CAL./BR./DAY X 3 BR.) 330
AND SILTS REQUIRED SEPTIC TANK CAPACITY: GAL/DAY I
+Y A (NOT TO SCALE GAL
ACTUAL SIZE OF SEPTIC TANK: GAL
SOIL CLASSIFICATION:"
t
USGS PROBABLE WATER TABLE ELEV.= DESIGN PERCOLATION RATE:. MIN./IN.
OBSERVED WATER TABLE (11/4/00) ELEV.=EFFLUENT LOADING RATE: GALVDAY/S.F., i
BOTTOM OF TEST HOLE ELEV.= 20..00 LEACHING AREA: 474.33 SQ. F.T.
(11 x36)+(47X2X 10/12)
j LEACHING .CAPACITY (AREA X RATE): 351.00 GAL./ DAY
t1t 474.33 X 0.74
" SPIKE' NAIL
RESERVE LEACHING CAPACITY: 351,00 GAL /DAY
ELEVATION- 28.2'
(NGVD) T.T�+T+��
21.9 - NOTES:.
\ 10. EXISTING DWELLING, SEPTICS AND UTIUTIES ARE TO BE REMOVED. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. i
I 11. ALL DISTURBED AREAS ARE TO BE 1REVEGETATED. TITLE 5 AND THE TOWN OF 1;1,1=111111 ULES AND REGULATIONS I I FOR THE SUBSURFACE DISPOSAL OF SEWAGE
i COASTAL BANK 12 GUTTER, DOWNSPOUTS AND ORYWELLS REQUIRED. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN
\ 13 A VARIANCE OF 4' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE V OF FINISHED GRADE )
I V4245 LESS THAN 2' ABOVE HIGH POINT IN ROAD. 3 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING28.2 H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR
�!, I 14. A NEGATIVE GRADE OF 3/4• PER FOOT SHALL BE MAINTAINED FOR A PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF
WAIVOUT'k& �' - MINIMUM OF 15' AWAY FROM THE FOUNDATION. - DRIVES OR PARKING AREAS.
EIE0
0 41 ` 0 18,6
7 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MGRTAR_DyN AACE
N DROYWP.ELL f y` ` 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
I p 1 ZONING REGULATIONS. INNER/APPUCANT IS TO OBTAIN SUCH DETERMINATION
FROM APPROPRIATE AUTHORITY.
34.81 t \ 19.7 6. UTIUTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL j
(E)(IST(NO •DIGSAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK
PROPOSED 1500-y. GRASS) ON SITE
GAL SEPTIC TANKS s�, a� 7. CONTRACTOR TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS I
GARAGE VENT i HAYBALES o PRIOR TO COMMENCING WORK -ON SITE ANY -VARIATION IS:.TQ BE.@ROUG}1T I
1 OH -1 ` A RKUMIT o• TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY.
I
� R y 20.9 8. PARCEL. LS IN FLOOD ZONE C � !
34.9 y U ,O 9. LOT IS SHOWN ON ASSESSORS MAP 1�' ,AS PARCEL i I
f 35.0
i 30.5 X 31.0 Wp
i x 31.7
I' PROPOSED 3 BEDROOM < S DUMAS
63.4' �P.WELUNG TOFa36.00 619
32.1, X 32.0 o� APPROVED HOARD OF HEALTH
I AL _ X 39.0 ITAR11'�' Y -i
i
-
I DATE AGENT ):
`! 34.8( PROP. 5.8 ANG 3 9E0 j7.b0
x D -BOX/ EX15 G SOf
500. RE �o x 2j 9 DSO RON1;p is
4.7 33
ASiIARrRVf SO :3
PROP.
5`6� W DRYWII.L , �
LOT AREA= ch In
6535
18,681 S.F.t
f 37.3 L, �.7
PROPOSED SOIL ABSORPTION R 26.85 - r, _ W 03 p AD
SYSTEM. --- 4 HIGH CAPACITY z7.t X3.75 - o R^93.75 36"tI12
INFILTRATORS W/ 4.00' STONE J 6.1 �IGlip
Alv.
ON THE SIDES AND 3.00' OF STONE rl
ON THE ENDS. 36.7
ov
SITE PLAN 0
SCALE: 1"=20'
•
so YARMOUTH, MAPROPOSED
SEPTIC DESIGN
FOR
f
DUBLIN CONSTRUCTION
k
Ro,° r xis
_
PLO= 1=710H:
407 HIGHBANK ROAD
" i
SOUTH YARMOUTH, MA. 02664
/ / N
SWEETSER ENGINEERING
<Rpt�
235 GREAT WESTERN ROAD
PO BOX 713 SOUTH DENNIS, MA 02660
Q�
Ot 506-398-3922 ta.. 508-3941-3063
DATE: 1-26-01
SCALE 1.'-20'
REVI= 1-17-02'
JC6NQ. 5033
LOCUS MAP
NOT TO SCALE
' " °
SHEET 1; OF 1