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DATE:
7/28198
PROJECT NO.:
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DATE:
7/28198
PROJECT NO.:
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DRAWING NO.:
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DATE:
7/28/98
PROJECT NO.
98-585
DRAMMG NO.
A2
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
ELEV.
p 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND
- .i1->�--
CONCRETE 4' �
C
SCHEDULE 40 PVC PIPE \
T— 7 7- MIN. PITCH 1/8' PER FT. \
4' CAST IRON PIPE
MUM
PITCH 01U/4� PER FT.
.LV. -
ELEV. -
L _GT �� I
i
LTr�J
" 1
LINE
1 V. - / k'm� �') LEVEL
BAFFLE ElEV. - J 6' SUELEV. -
DISTRIBUTION ELEv. -
BOX
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1500 GALLON IF MORE TMA" ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4- TO 1 1/2'
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
3-J
2' LAYER OF
1/8' TO 1/2 -
WASHED STONEF/CN
T
T RE
OUIREp
Z CU. FT. OF
CHORONCRETE
rHIGH
ELEV. CAPAQTT FINN 1AATORS MATH
i
TRENCH FORMATION
SOIL ABSORPTION
SYSTEM (SAS)
USGS PROBABLE WATER TABLE ELEV. - —
OBSERVED WATER TABLE ( / / ) ELEV. - —
��'' BOTTOM OF TEST HOLE ELEV. - —
/
ZONE
INDEX
ADJUST
I-'
LEGEND:
9
EXISTING SPOT ELEVATION 00,0
-00----
�ASPOT
ELE�VAnoN
FINAL CONTOUR
APPROVED
i
SOIL TEST LOCATION
I
UTILITY POLE -�
OKHRO
TOWN WATER
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SOIL TEST
DATE OF SOIL TEST b 1`6"'7' lit
SOIL TEST DONE BY 9 ETSER ENGINEERING
WITNESSED BY
OBSERVATION HOLE 1 ELEV.- OBSERVATION HOLE 2 EL'Ev.-
PERCOLATION RATE MIN./INCH AT INCHES PERCOLATION RATE MIN./INCH AT INCHES
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
WATER ENCOUNED AT ELEV. -
WELL !f A /4, TER
ZONE
INDEX
ADJUST
LEGEND:
_
EXISTING SPOT ELEVATION 00,0
-00----
�ASPOT
ELE�VAnoN
FINAL CONTOUR
APPROVED
i
SOIL TEST LOCATION
YARMOUTH COMMITTEE
UTILITY POLE -�
OKHRO
TOWN WATER
i ?
CATCH BASIN Vz_
F ?
GAS UNE
CLEAN OUT C�
__._ -
CESSPOOL C.P. Q
DEPTH I HORIZ I TEXTURE COLOR MOTT. OTHER
/'/> WATER ENCOUNTERED AT ELEV. -
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X 4 BR.) 4V -y GAL/DAY
REQUIRED SEPTIC TANK CAPACITY c e r GAL
ACTUAL SIZE OF SEPTIC TANK 15M GAL
DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F.
LEACHING AREA SG. FT.
LEACHING CAPACITY (AREA X RATE) GAL/DAY
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE S AND THE TOWN OF YA Q rw✓T�4' RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2 ALL COVERS TO SANITARY UNITS SHAH BE BROUGHT TO
W"THIN 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 DETERMINAMON HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS OWNER / APPLICANT IS TO
OBTAIN SUCH DETERIAINA71ON FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1 -SM -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 VARIA11ON
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8 PARCEL IS IN FLOOD ZONE C
9. LAT IS SHOWN ON ASSESSORS MAP t! AS PARCEL E�s9
APPROVED: BOARD OF HEALTH
DATE
AGENT
IS' Sr TSG K•'`
Y
1 le`
s
�! I
y
1 Q j
PROPOSED SEPTIC DESIGN
(,_/ -FOR '
PROJECT LOCATION / c 7-
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DALE a
SCALE M
REVISED
JOB N0. T Z 7 -_ G�
SHEET l OF
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LOCATION MAP
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