HomeMy WebLinkAbout277 Highbank Road Proposed Septic Design-s-•, T'v:�ea.v.-« r. ��Ivv.x-... sRm..ri'sFT.'+.Y..un—.u.n. .^®am*!!'--.^T��`^^^'!•'
ELEV.- f D O .TION l 1D MINIMUM 10 FT. MINIMUM FROM S OR CRAWL SPACE
j—CLEAN SAND
88VVATE-7
4-,C#M IRON PIPE
(ORQUAL) MINIMUM
PI 1/4 PER FT.
TOP OF FOUNDA
20 FT. MINIMUM FROM CELLAR
S
4' SCHEDULE 40 PVC PIPE
MM. PITCH 1/8w PER FT.
= 1
00-0 low
r -MIN. m 99•`� 20-
X19 G1 BGAA ELEV. a �f�1 j 6w SU LEELEV.LE
DISTRIBUTION,
OU BOX
14 ! CHES TEE (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
19 1 CHESIF MORE THAN ONE OUTLET
29 NCCHES 1500 GALLON
H(TO BE PLACED ON FIRM BASE)
34 NCHES SEPTIC TANK
3/4- TO 1 1/2-
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE)
NOT TO SCALE
r
1
A
v
t�
/ r A,
pr I5;0 r�l� rt ly
20 LAYER OF
1/8w TO 1/2 -
WASHED STONE
NOT REQUIRED
= 1 CU. FT. OF
CONCRETE
o, ANCHOR
P .f0w> ELEV _ 15?
HIGH CAPACITY INFILTRATORS WITH
STONE INI l 2
11 < Y C, X /0 TRENCH FORMATION
SOIL ABSORPTION " WELL N a
ZONE
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. a N A
OBSERVED WATER TABLE ( / / ) ELEV.
BOTTOM OF TEST HOLE ELEV.
Lc,Z/
1.
y�,sti�sF�
Ici
SOIL TEST
DATE OF SOIL TEST AM 14.'1997
SOIL TEST DONE BY SWEETSER_ENGINEERING
WITNESSED BY AMY VON HONE
OBSERVATION HOLE 1 ELEV.- 1010 ep OBSERVATION BOLE 2 ELEV-ft
PERCOLATION RATE < 2 MIN./INCH AT T ` INCHES
DEPTH
HORIZI
TEXTURE
COLOR
MOTL
OTHER
O- fO
O/A
LOAMY
r°r�y6
.
PROJECT LOCATION
LOT
277 HIGHBANK RD., YARMOUTH
SAND
�tce7S
la Z
B
LOAMYI°YI,7
�C'SAND
DATE a7-2 li if'
SCALE 1" = 20'
CIO
B
LOAMY
SAND
REVISED
Job NO -1338-024
Cs
C I
MSAND
t 0'let
SHEET 1 OF 1
f^4jNJ
REVISED •
SANDM
SAS p
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-9'
O/A
LS p
'3
.
PROJECT LOCATION
LOT
277 HIGHBANK RD., YARMOUTH
�tce7S
SWE sTGSER WESTERNERoRlNG
508— P. 0. BOX 713,
398-3922 SOUTH DENNIS, MASS. 02660
DATE a7-2 li if'
SCALE 1" = 20'
CIO
B
LOAMY
SAND
REVISED
Job NO -1338-024
GoP'e 5
C
MSAND
SHEET 1 OF 1
f^4jNJ
REVISED •
NO WATER ENCOUNTERED AT Lo ELEV. - -ILL NO WATER ENCOUNTERED AT ELEV.
LEGEND: DESIGN CALCULATIONS
EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS
EXISTING CONTOUR ---'-00---- GARBAGE DISPOSAL UNIT NO
FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW it
FINAL
LOCATION ( 110 GAL/BR./DAY.X I BR.) ��J GAL/DAY
SOILREQUIRED SEPTIC TANK CAPACITY g GAL
UTILITY, POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL
TOWN WATER SOIL CLASSIFICATION
CATCH BASINr®Y DESIGN PERCOLATION RATE :55 MIN./IN.
GAS LINE �- EFFLUENT LOADING RATE x.74 CAL/DAY/SLF.
CLEAN OUT CA CHIN AlEA 2 SQ. FL
CESSPOOL C.P. Q (! k 6/b�f 3! 7 7-)
LEACHING CAPACITY (AREA X RATE) r� y� 1 GAL/DAY
60/.0 Yo.?)/ uYY'7
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YARMOUTH RULES AND
RECULA11ONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
Z ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6w OF FINISHED GRADE
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR .WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL -DIG-SAFE- AT 1-1500-322-4844 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE
8. PARCEL IS IN FLOOD ZONE C.
9. LOT IS SHOWN ON ASSESSORS 1riAP80 AS PARCEL x
r r�
. , r ✓1p d' fad
T. A.
OuMAS
APPROVED: BOARD OF HEALTH
OT
I DATE AGENT
E� = jar'
1 c�
i
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LOCUS
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PROPOSED SEPTIC DESIGN
FOR
DESIMONE CUSTOM BUILDERS
PROJECT LOCATION
LOT
277 HIGHBANK RD., YARMOUTH
SWE sTGSER WESTERNERoRlNG
508— P. 0. BOX 713,
398-3922 SOUTH DENNIS, MASS. 02660
DATE a7-2 li if'
SCALE 1" = 20'
REVISED
Job NO -1338-024
SHEET 1 OF 1
flF---�LOCATION MAP
REVISED •
VI�SIJIILGIJ1\LI\ vIl