HomeMy WebLinkAboutEngineered Plan - 19984" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8' PER FT..
CLEAN SAND
/"A-.�L
2" LAYER OF
1/8--, TO 1/2"'
WASHED STONE
Z
m
VENT
1 CU. FT. OF
- CONCRETE
d ." r: n n o
�tA
SOIL TEST
DATE OF SOIL TEST 0cm6 cie /u, 19 r 7
SOIL TEST DONE BY
WITNESSED BY A. ✓yAj NvA.IC
OBSERVAT,ON HOLE 1 OBSERI /� N HOLE 2
ELEV.=�- . PERCOLATION RATE . 4 2 MIN./INCH. ELEV.= q lc PERCOLATION RATE IN. /INCH.
DEPTH
HORIZON
TEXTURE
COLOR
MOTTLING
OTHER
-ELEV.=
°°
n n n o !E3!r-�
0 �"
°
REQUIRED SEPTIC TANK CAPACITY
13"
�`, 6" SUMP E uL=
ELEV.
_rte
°
51.Z
GAS LINE G
ELEV.
Iia°'
DISTRIBUTION
° ° 0- ° ° ° ° ° ° ° °
"
°
ELEV.
GAL./DAY
ELEV. _
4041Ay
%O YR
-- -----
l�onTS
Y
BOX — 7.0
F�ocJ i�i6=' vscrz5
'31'
TO BE WATER TESTED
IF MORE THAN ONE OUTLET
/0
U%3
Z
n
MEPwM
G/ S
WELL
__�Z_
ZONE
3/4" TO 1 1/2"
c nue
�,
INDEX
WASHED STONE
SHAD
6/4
ADJUST
L SYSTEM PROFILE BOTTOM OF TEST HOLE OR USGS PROBABLE WA/ R TABLE
OBSERVED WATER TABLE (( /
ELEV.
=
�tA
SOIL TEST
DATE OF SOIL TEST 0cm6 cie /u, 19 r 7
SOIL TEST DONE BY
WITNESSED BY A. ✓yAj NvA.IC
OBSERVAT,ON HOLE 1 OBSERI /� N HOLE 2
ELEV.=�- . PERCOLATION RATE . 4 2 MIN./INCH. ELEV.= q lc PERCOLATION RATE IN. /INCH.
DEPTH
HORIZON
TEXTURE
COLOR
MOTTLING
OTHER
FINAL CONTOUR
/R
SOIL TEST LOCATION
/DYE'
UTILITY POLE -�-
REQUIRED SEPTIC TANK CAPACITY
13"
1
1,9
51.Z
GAS LINE G
LEACHING AREA l�°Y�-�+ s�Y`X"'"
Iia°'
LEACHING CAPACITY (AREAE X RATE)
40AIr411
ioyjC
RESERVE LEACHING CAPACITY
GAL./DAY
4041Ay
%O YR
-- -----
l�onTS
Y
--5-Al -
'31'
M�D�vr
U%3
n
MEPwM
G/ S
to
IIID''
c nue
C
SHAD
6/4
/1/DWATER ENCOUNTERED AT'L 0"._ ELEV.
LEGEND:
EXISTING SPOT ELEVATION
00,0
EXISTING CONTOUR----00----
COLOR
FINAL SPOT ELEVATION
00.0
FINAL CONTOUR
0 -
SOIL TEST LOCATION
/DYE'
UTILITY POLE -�-
REQUIRED SEPTIC TANK CAPACITY
TOWN WATERW= -=W--
--
CATCH BASIN ;;®�
"
EFFLUENT LOADING RATE
GAS LINE G
LEACHING AREA l�°Y�-�+ s�Y`X"'"
DEPTH
HORIZON
TEXTURE
COLOR
MOTTLING
OTHER
p"
D/
Z VAMV
/DYE'
GAL/DAY
REQUIRED SEPTIC TANK CAPACITY
„
/?
q
`$AND
EFFLUENT LOADING RATE
GAL/DAY/S.F.
LEACHING AREA l�°Y�-�+ s�Y`X"'"
Iia°'
LEACHING CAPACITY (AREAE X RATE)
40AIr411
ioyjC
RESERVE LEACHING CAPACITY
GAL./DAY
5 P AID
-- -----
-._.�
Y
--5-Al -
f3G^
M�D�vr
U%3
to
c nue
C
_; n N 1>
No WATER ENCOUNTERED AT 1 a _ ELEV.
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
y
f
(d U GAL./BR./DAY X BR.)
GAL/DAY
REQUIRED SEPTIC TANK CAPACITY
J a .GAL.
ACTUAL SIZE OF SEPTIC TANKS
GAL
EFFLUENT LOADING RATE
GAL/DAY/S.F.
LEACHING AREA l�°Y�-�+ s�Y`X"'"
LEACHING CAPACITY (AREAE X RATE)
GAL./DAY
RESERVE LEACHING CAPACITY
GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF yAQMuUT 11 RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL 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 DETERMIN 4TION - FROM -APPROPRIATE AUTHORITY. _ _.-
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-800-322-4844 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___. x50016 coos D
9. LOT IS SHOWN ON ASSESSORS MAP _._)�.__. AS PARCEL C37
I0• G �'li/:J�( Jf f%/ %J)•J i' Lj, fy�.:l f A 76 -All .
APPROVED: BOARD OF HEALTH
01995 SWEETSER ENGINEERING