HomeMy WebLinkAbout55 Pollock Rip Road - Septic DesignYER OF
HORIZ
TO 1/2 -
/2'ED
COLOR
ED STONE
OTHER
ply
Ln. -?•ti �
NOTTREOUIRED
Z
1 CU. FT. OF
���
CONCRETE
e
ANCHOR
ELEV.
f
HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
y 46Y r' TRENCH FORMATION m
SOIL ABSORPTION (PI WELL Y--�°-
ZONE
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / ) ELEV. =
BOTTOM OF TEST HOLE ELEV. = T
2 ��✓rs r r
SOIL TEST
DATE OF SOIL TEST
SOIL TEST DONE gX SSnETSER ENGINEERNG
WITNESSED BY 1'i
OBSERVATION HOLE 2 ELEv.= OBSERVATION HOLE ELEV.-
PERCOLATION RATE G Z MIN./INCH '� C N r z.° z._ PERCOLATION RATE e' MIN./INCH AT o INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
ply
Ln. -?•ti �
�v /
PROJECT LOCATION 7' y
TOTAL ESTIMATED FLOW
���
5 /
GAL/DAY
REQUIRED SEPTIC TANK CAPACITY
12
GAL
4n
1 r/
GAL
SOIL CLASSIFICATION
I
JOB NO.
DESIGN PERCOLATION. RATE
< 5
MIN./IN.
EFFLUENT LOADING RATE
0,74
GAL/DAY/S.F.
LEACHING AREA
S
SO. FT.
(uYvt) f(55— y,., -f`)
/",b WATER ENCOUNTERED AT t s.G ELEV. _ S'
F
z
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE —0
TOWN WATER —W�c�W
CATCH BASIN (®N
GAS LINE G —
CLEAN OUT C
CESSPOOL C P. O
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
ply
Ln. -?•ti �
�v /
PROJECT LOCATION 7' y
TOTAL ESTIMATED FLOW
���
5 /
GAL/DAY
REQUIRED SEPTIC TANK CAPACITY
SCALE = R
GAL
ACTUAL SIZE OF SEPTIC TANK
1500
GAL
SOIL CLASSIFICATION
I
JOB NO.
DESIGN PERCOLATION. RATE
< 5
MIN./IN.
EFFLUENT LOADING RATE
0,74
GAL/DAY/S.F.
LEACHING AREA
S
SO. FT.
(uYvt) f(55— y,., -f`)
i vs, y
REVISED
r2,SY7/
J
GAL/DAY
4- zt' .3 r o,7,
f -
�J�
'r~r RESERVE LEACHING CAPACITY
,
/`✓`'f WATER ENCOUNTERED AT LELEV.
DESIGN CALCULATIONS
!/tl
' f
s,508-
3 1
w -J
L
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
NO
PROJECT LOCATION 7' y
TOTAL ESTIMATED FLOW
���
( 110 GAL/13R./DAY X BR.)
GAL/DAY
REQUIRED SEPTIC TANK CAPACITY
SCALE = R
GAL
ACTUAL SIZE OF SEPTIC TANK
1500
GAL
SOIL CLASSIFICATION
I
JOB NO.
DESIGN PERCOLATION. RATE
< 5
MIN./IN.
EFFLUENT LOADING RATE
0,74
GAL/DAY/S.F.
LEACHING AREA
S
SO. FT.
(uYvt) f(55— y,., -f`)
i vs, y
REVISED
LEACHING CAPACITY (AREA X RATE)
�
GAL/DAY
4- zt' .3 r o,7,
f -
�J�
'r~r RESERVE LEACHING CAPACITY
GAL/DAY
_NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS MALL BE BROUGHT TO
WITHIN 6' 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 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR 1S TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8 PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP ' AS PARCEL
tD. F, vrt2ry.vrG Or Z' r5 Tu
/yA'PPRO�jVED: BOARD OF HEALTH
DATE
DATE I A ENG�✓EN
!/tl
' f
s,508-
3 1
w -J
L
PROPOSED SEPTIC DESIGN
FOR
PROJECT LOCATION 7' y
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
P. O. BOX 713
398_3922 SOUTH DENNIS. MASS. 02660
SCALE = R
r /p u j
JOB NO.
REVISED
LOCATION MAP
REVISED
SHEET ! OF