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FLOW LINE
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1.� ELEV. ----_ �� = -..,,
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6 SUMP ELEV. - _�_-.
ELEV. . _ ELEV. ,^
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LIQUID OUTLET � FIRM BASE BOX 5 ` H/GH CAPAC/TY INFIL TRATORS WITH STONE
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DEPTH
HORIZ
TEXTURE COLOR
BENCMLAnK
SOIL TEST
-
TOP OF ::FOUNDATION 2 N FROM CELLAR 0 FT MINIMUM UM F
4 r �.
DATE OF SOIL TEST _
10IEXZN'GTON LST
YARMOUTH, MASS.
'
-
ELEV. _ ` 100.00 10 FT. MINIMUM 10 FT. '.MINIMUM F O,A SLAB 0 CRAWL SPACE
., . �
CLEAN r SAND SOIL TEST DONE 8Y ___-----__-�
I ._.DCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
(508) 385-2425
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WITNESSED BY - p-fidd vr7�i M'%j'1
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ASSUMED E
C CONCRETE.
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COVES 4„ SCHEDULE 40 PVC PIPE
„
MIN PITCH -1 8 PER`FT.
I
� ` .'
LOAM' AND SEED OBSERVATION HOLE 1 ELEV.=.r.�
< 2
PERCOLATION RATE ��.N_ MIN. INCH AT _-- INCHES
JOB NO.` f o
2 LAYER OF. t
.#1a
1/8- TO �i 1j2
�.� Zvi W, (F
i MAX: ' `VENT
„ ^yL
4" CAST IRON PIPE ASHED STONEMIN. NOT REQUIRED 5 t
tA
Oft EQUAL) MINIMUM
” 1h` �. z 1 CU. FT. OF :►- ,Vlle
PITCH , ja PER FT. � - �'
( L CONCRETE'
A
ANCHOR
FLOW LINE
rn
alt ( 10„
ELEV. , IN „ c o
TIM
IN.
20 lo -lo
�, ... .
1.� ELEV. ----_ �� = -..,,
VEL
..� a _ ELEV.
Li
g GAS
6 SUMP ELEV. - _�_-.
ELEV. . _ ELEV. ,^
, $AFFLt ,
r 11 N 1
l DISTRIBU 0 6,
ELEV.
.,
PTO BE PLACED ON F
��.... �, t
TH TEE
LIQUID OUTLET � FIRM BASE BOX 5 ` H/GH CAPAC/TY INFIL TRATORS WITH STONE
�--� z
DEPTH
HORIZ
TEXTURE COLOR
MOTT.
OTHER
-
10IEXZN'GTON LST
YARMOUTH, MASS.
'
-
I ._.DCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
(508) 385-2425
s �1 fl I
E ' " _ Q'
Fcz
REVISED
JOB NO.` f o
LOCATION MAP
ISED
L
FSHEET 1 OF 1
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4 FEET 14 INCHES TO BE WATER TESTED I 3 I�f' r
r IN AN , � X .. _X TRENCH FI,RMAlIdN
T 1 INCHES IF MORE THAN ONE OUTLET r'-
5 FEE 9 r 1 d „+ R T ELEV..
0 A O'� , , f t1 WATER ENCOUNTERED _ —_
6 `FEET 24 `INCHES 1.� 0 G � WELL � � �L
TO BE -PLACED ON FIRM BASE O A pp i� i f, 4
7 `FEET 29 INCHES a �., { ) SOIL ABSOitP�ON t.
�+ � �;t_.'. » : ZONE ...�
8 FEET 34 INCHES SEPTIC � 3 4 TO 1 1 2 CLEAN INDEX ` 4 �+
�15711 , . O H SYSTEM SAS - - --
1
�< . �� DOUBLE WASHED STONE (SAS) `< ADJUSTS C CALCULATIONS
FREE OF FINES & SILT DESIGN CALCULA 1TIONS
,..,. USES PROBABLE WATER TAB E ELEV.,
N _oER OF BEDROOMS _
S 4 ,... 14 r. t Gr.;" tOAGE DISPOSAL UNIT
SEWAGE D�.r". .� SAL SYSTEM PROFILE OBSERVED WATER TABLE {, / [ /0 ,) ELEV. = •- .,
_- ,- TO 1 �,L ESTIMATED FLOW
,y_)T TO SCALE BOTTOM OF TEST HOLE ELEV. : _ _ :r.22 '�
( 110 GAL/BR./DAY X � BR.) _.�2_ GAL./DAY
RE. .l RED SEPTICTANKCAPACITY =Q_ GAL.
Ire �1, : ! _. I AC , jhL SIZE OF SEPTIC TANK 3 ? f GAL. r,
SG:;- CLASSIFICATION I�
DE`; 'N' PERCOLATION RATE S 5__ MIN. IN.
EFr:_; ENT LOADING RATE _0,4- GAL./DAY/S.F.
" LE.•,_NING AREA _ SO. FT.
w44 -1 LE •,i,ING CAPaa,,CITY (AREA X RATE) �_ � GAL.jDAY
I � ?"H j-+C��, k'2 k°/ � l2
t w r 1 t , ,✓'t �.; RL._:_;. JE LEACHING CAPACITY -�--- GAL./DAY
1. ALLi;ORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
n_
I i i 5 AND THE TOWN RULES AND REGULATIONS FOR THE
SUS;''_;URFACE DISPOSAL OF SEWAGE.
2. ALL COVERS < TO SANITARY UNITS SHALL BE BROUGHT' TO
a V,11 i1rN 6"; OF FINISHED ` GRADE.
cc ry < t ?•- r "t - -� 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WIT,ISTANDiNG H-10 LOADING UNLESS THEY ARE UNDER OR .WITHIN.:
1C, FT. OF DRIVES OR PARKING AR ' H-20 LOADING SHALL BE ,
,' G E AS.
UC t_i3 UNDER OR WITHIN .10 FT. OF DRIVES OR PARKING AREAS.
4. AN) MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
D BE; i,,ORTARED IN PLACE. ,
tf �
5. NO CIETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
_
DE c`)CD OR ZONING REGULATIONS. OWNER /
APPLICANT IS TO
6g
UETE:?MIC•,AT!{?N I�R�'t�A-AP�'ROP4IATE AUTHORITY.
__ ..
Y9�
6:`Ui,iTltS SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
_ :- -7 T T 7 . HOURS
IS iU CALL "DIG -SAFE" AT 1 , 888 344. 233 A LEAS 2
N
95.9. Pf.iJ�z TO COMMENCING WORK ON SITE.
� 97.6 7. C�_..lTr�ACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS .
,
� VARIATION
i
SIT',' CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY R
---" `
8.4 IS ,, BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
R � � _ ...
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p 96.1 8. Pf , F.,:CL IS IN FLOOD ZONE
4 • , r R MAP 11d AS PARCEL __�0.__.
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ARD OF HEALTH
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LEGEND: 95.9
EXISTING SPOT ELEVATION x0.0
AP'R 2 7 2004
HEALTH DEPT.
EXISTING CONTOUR -----00----
FINAL SPOT ELEVATION
N` CONTOUR
0
FINAL CON OU
SOIL TEST LOCATION
UTILITY POLE
TOWN WATER '—W--W—
(CIN
CATCH BASIN
GAS LINE ��01\ G
CESSPOOL PJ
ROUTE E 6A
U
i
WEIR
\
5 �
v LOCUS
�'ROPOSED SEPTI C DESIGN
FOR
l L .,
-
10IEXZN'GTON LST
YARMOUTH, MASS.
'
-
I ._.DCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
(508) 385-2425
s �1 fl I
E ' " _ Q'
Fcz
REVISED
JOB NO.` f o
LOCATION MAP
ISED
L
FSHEET 1 OF 1