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DEPTH
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TEXTURE
1, -AZ x 1/r TO 1/2- WASHED STONE
MOTT.
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L.'GYXM?Y
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NOT REQUIRED
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S M ETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P. 0. SOX 713
398-3922 SOUTH DENNIS, MASS. 02660
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LEVEL
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.ELEV.
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LOCATION MAP
REVISED
SHEET OF
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DISTRIBUTION ELEY. _
HIGH CAPACITY INFILTRATORS W!, /
4
BOX
STONE IN AN
(TO BE PLACED ON FIRM BASE)
4 FEET 14 INCHES
TO BE WATER TESTED
z
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
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L.'GYXM?Y
PROJECT LOCATION J M�
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S M ETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P. 0. SOX 713
398-3922 SOUTH DENNIS, MASS. 02660
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DATEr
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REVISED ./j/ j{`
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SHEET OF
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DEPTH
HORIZ
TEXTURE
COLOR
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OTHER
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L.'GYXM?Y
PROJECT LOCATION J M�
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i
S M ETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P. 0. SOX 713
398-3922 SOUTH DENNIS, MASS. 02660
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SCALE
DATEr
REVISED ./j/ j{`
JOB N0. .
n
v /
1W ,
LOCATION MAP
REVISED
SHEET OF
4
5 FEET 19 INCHES IF MORE THAN ONE OUTLET r. ' "' Mtrvc» tVKMAWN p c,:
6 FEET 24 INCHES 15500 GALLON /f//' 4,WATER ENCOUNTERED A7 ELEV. _ WATER ENCOUN7EREDA7 % ECFV
7 FEET 29 INCHES {TO BE PLACED ON FIRM BASE) SOIL ABSORPTION j WELL
E E, '
8 FEET 34 INCHES SEPTIC TANK y
3/4• TO 1 1/2• SYSTEM (SAS) INDEx
WASHED STONE
ADJUST
—
LEGEND: DESIGN CALCULATIONS
SEWAGE DISPOSAL SYSTEM :PROFILE USGS PROBABLE WATER TABLE ELEV. m EXISTING SPOT ELEVATION 00,0. NUMBER OF BEDROOMS
NOT TO SCALE OBSERVED WATER TABLE (. / / J ELEV.:m EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO
BOTTOM OF TEST HOLE ELEV. _ ';l!0 r= FINAL SPOT ELEVATION FO -OK -61 TOTAL ESTIMATED FLOW
FINAL CONTOUR 0 { 110 GAL./BR./DAY X 8R.) %S GAL/DAY
/ •: t-" -, SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY t1 EG GAL
f ( n ne t .u, f 1
UTILITY POLE -0- ® ACTUAL SIZE OF SEP71C TANK 1500 GAL
/ Li ' TOWN WATER SOIL CLASSIFICATION . 1
CATCH BASIN (IMN DESIGN PERCOLATION RATE < 5 MIN /IN.
7t .{ t ' . GAS UNE Q\J EFFLUENT LOADING RATE '0.74 GAL/DAY/S.F.
t r + CLEAN OUT ACHING AREA 752 SO. FT.
CESSPOOL C.P. t�
\ y f I -LEACHING 6,AUCITY (AREA X RATE) Sa' % GAL/DAY,
f tri 7S3J'u, (y'
\ - RESERVE LEACHING CAPAC17Y ✓Ct GAL/DAY
NOTES:
f
r APPROVED
} , �
1. ALL WORKMANSHIP AND M ATERIALS SHALL CONFORM 70 D.E.P.
__ , — - =.• YARMOUTH COMMITTEE i TITLE 5 AND THE TOWN OF y,'/ v : +7 RULES AND
rpr.-.,ifs OKHRD REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO .
s I WITHIN 6. OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL'BE CAPABLE OF
i „Kar
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. PflY MASONARY �UNIT5 USED TO BRING COVERS TO CRAOE SHALL
5 BE MORTARED IN PLACE.
S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
i DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
r �\ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AU7HORITY.
1\� L ; 16. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DIG -SAFE* AT 1 -BBS -344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
f7. NTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS CO
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
1S TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
IMMMEDIATELY
A 8. PARCEL IS IN FLOOD ZONE _--
WN ON ASSESSORS MAP f�F% AS PARCEL
� 9. LOT !S SHO
, � � , I r' ` f ' 1 � !iG - __._._ ..__: '-� r- t --- - - _ .fir• -i # 4
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5
, F
p.6i9 APPROVED BOARD OF HEALTH
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/ i, IT ;
li ! ft C' DATE AGENT
401998
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PROPOSED SEPTIC DESIGN
- FOR--,
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S M ETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P. 0. SOX 713
398-3922 SOUTH DENNIS, MASS. 02660
SCALE
DATEr
REVISED ./j/ j{`
JOB N0. .
LOCATION MAP
REVISED
SHEET OF
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401998
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PROPOSED SEPTIC DESIGN
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PROJECT LOCATION J M�
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S M ETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P. 0. SOX 713
398-3922 SOUTH DENNIS, MASS. 02660
SCALE
DATEr
REVISED ./j/ j{`
JOB N0. .
LOCATION MAP
REVISED
SHEET OF
401998