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ELEV. = 100.00
(ASSUMED)
En..
LEGEND:
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4' PER FT.
ELEV. _ tZI,Q_
ELEV. _ __
20 FT. MINIMUM FROM
10 FT MINI
CONCRETE
COVERS -a
OR CRAWL SPACE
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
TEE
LEV, = 08.37 IEVEI °
BAFFLE ELEV. $'�j_ 6" SUMP ELEV.
DISTRIBUTION ELEV.
BOX _2&2D °
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1 500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4" TO 1 1/2" CLEAN
DOUBLE WASHED STONE
FREE OF FINES & SILT
98.2
98.3
$79 SHED
0.
9. 1500 GALLQ,N f
rs SEPTIC TAWK / 9b.9
96.9 1
rl��
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR----DO----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION IS
UTILITY POLE -0-
TOWN WATER -WSW
CATCH BASIN®�
GAS LINE
CLEAN OUT C
CESSPOOL C . 0
D
BOX
99.3
o
SOIL
TEST
99.3
i.
CLEAN SAND
MAX.
ANP SEED
2" t'.'AYER OF
1/8i TO 1/2'
00000000000'
0 0
° 000000000001 °
° o
° 00000000000 2' o
a° 00000000000 ° a
2 500 GALLON GALLEYS WITH
STONE IN AN
IS X 2W X Z TRENCH FOk7ON
SOIL ABSORPTIOl'II
SYSTEM (SAS) I
L0T 23
10, 574.9 i S.F.
VENT
NOT REQUIRED
ELEV,
T5.0WELLZONE
INDEX
AD,RIST
USGS PROBABLE WATER ?ABLE ELEV.
SOIL TEST
DATE OF SOIL TEST EW14ARY 29,22 -
SOIL TEST DONE 8Y T M. HA
WITNESSED BY _P RENAUD ___y_`__
OBSERVATION HOLE 1 ELEV.- 9&2_
PERCOLATION RATE _.<�MIN./INCH AT __48_- INCHES
DEPTH
HORtZ
TEXTURE
COLOR
MOTT.
OTHER
0-7
Ap
LOAMY SAND
10YR4/1
NO
ACTUAL SIZE OF SEPTIC TANK
7-23'
B
LOAMY SAND
t0YR6/8
S_'�MIN./IN.
EFFLUENT LOADING RATE
23 120'
C
JMEDIUM SAND
2.5Y7/4
ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
LEACHING CAPACITY (AREA X RATE)
NO WATER ENCOUNTERED AT _ 120, _ ELEV. - 88.2
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
2 DESOMAS 3
GARBAGE DISPOSAL UNIT
NO
NU
TOTAL ESTIMATED FLOW
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
( 110 OAL/Ot/DAY X 3 8R,)
/�
_�Q_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY
GAL.
ACTUAL SIZE OF SEPTIC TANK
GAL
SOIL CLASSIFICATION
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
DESIGN PERCOLATION RATE
S_'�MIN./IN.
EFFLUENT LOADING RATE
�_�]j GAL./DAY/S.F.
LEACHING AREA
177.-M SQ. FT
(13=)+(38X2X2)
ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
LEACHING CAPACITY (AREA X RATE)
252A GAL/DAY
477.00 X 0.74
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
t7V11VM lR ILJI ,HULL LLLV.
NOTES:
?.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S 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 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 IS 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
9.
---
-9. LUT iS SHOWN ON ASSESSORS MAP __M__ AS PARCEL_ 371
10.
ALL EXISTING CESSPOOLS ARE TO BE PUMPED AND BACKFILLED
11.
THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
12.
VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
7� 1001 A.
SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION (VAR. OF 10').
B.
NO RESERVE AREA
/J
l�
fY I
j
ROBIN
WILLIAM
_= S, VV€Lr-'OX
b
No. 31341
�I . Al LANA
cMuTaD
APR 12 2022
HEALTH DEPT,
APPROVED:
DATE
BOARD OF HEALTH
A