HomeMy WebLinkAboutEngineered Plans - 2008BENCHMARK
TOP OF, FOUNDATION
ELEV. = 100.00_
•(ASSUMED)
LIQPUID
DE
4 FEET
5 FEET
6 FEET
7 FEET
8 FEET
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE SOIL TEST
10 FT. MINIMUM 10 FT.. MINIMUM FROM SLAB
DATE OF SOIL TEST
CLEAN SAND SOIL TEST DONE BY _LA.QL<___�___
WITNESSED BY __FJ±L_1�.N,6Q_D_
CONCRETE
COVERSSLOAM AND SEED
4CHEDULE 40 PVC PIPE OBSERVATION HOLE ELEV. _98__
„
PERCOLATION RATE __< 2 MIN. INCH AT __50"___ INCHES
MIN. PITCH 1/8" PER FT. y'v^ „ -____-
.n� 2 LAYER OF
1/8", TO 1/2"
M X. WASHED STONE VENT
4 CAST IRON PIPE 6 NOT REQUIRED
(OR EQUAL) MINIMUM
PITCH 1/4"' PER FT. Z 1 CU. FT. OF
CONCRETE
DEPTH HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-11 A LOAMY -SAND
10YR3 3
COBBLES
11-24 B LOAMY -SAND
10YR6 8
24-126 C1 MED/COURSE-SAND
2.5Y6/6
ELEV." _ '-__
10"
DATE p
.�
FLOW LINE
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WARBLER
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ANCHOR
NO WATER ENCOUNTERED AT 126' ---- ELEV. _ 87.5--_..
. .
ELEV." _ '-__
10"
DATE p
SCALE
REVISED
JOB NO.4157
__
1
--
ELEV. -
qt" 4__ i. 2'0"
LEVEL
�701
�o�oo���o����o���oa�o�D
Uo 00 �� c� o0 oa o� o0 00 00 =o„
IMP
LOCATION MAP
ELEV.ELEV.
SHEET. _l ,OF 1
_ _ Gid'_' _
GAS
ELEV. _
9�6 SUP ELEV.
�� A as oo0 00 o �a oo
BAFFLE
_
DISTRIBUTION
OUTLET,
--
ELEV.TEE
BOX °' . _
}� 1 HIGH CAPACITY INR TRA TORS i�f7TH STON
Q
14 INCHES
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
/N A 71 ' X 34 " X Pc TRENCH FORMA TIGW
19 INCHES
24 INCHES
-1 000 GALLON
IF .MORE THAN ONE OUTLET.
h
c>r
29 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
s
WELL
ZONE
34 INCHES
3/4" TO 1 -1/2" CLEANSYSTEM
(SAS)
INDEX
DOUBLE WASHED STONE
ADJUST
FREE OF FINES & SILT
USGS PROBABLE WATER TABLE ELEV.
SEWAGE DISPOSAL SYSTEM PROFILE
OBSERVED WATER TABLE ( / / > ELEV. _ --
•
NOT TO SCALE BOTTOM. OF TEST HOLE ELEV.
NOTES:
1., ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TOWN 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 MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL 'BE
MORTARED IN .
DESIGN CALCULATIONS 5. NOD TERMINATIONCHAS BEEN MADE AS TO COMPLIANCE WITH DEEDED
NUMBER OF BEDROOMS OR ZONING REGULATIONS. OWNER APPLICANT IS TO OBTAIN SUCH
N GARBAGE DISPOSAL UNIT _N�:?s+�� /
_ ;- --.�.. _ _ _ _DETERMINATION FROM APPROPRIATE AUTHORITY. __ _ ___
TOTAL ESTIMATED FLOW 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
06 (110 GAL./BR./DAY, X 2 BR.) 2_5,!�a GAL./DAY IS TO CALL DIG -SAFE AT 1-888-344-7233 AT LEAST 72 HOURS
REQUIRED SEPTIC TANK CAPACITY _91_GAL. PRIOR, TO COMMENCING WORK ON SITE.
ACTUAL SIZE OF SEPTIC _TANK la -2- GAL. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
/ SOIL CLASSIFICATION SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY
DESIGN PERCOLATION RATE <5MIN./IN. VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN.
EFFLUENT, �,OADING RATE Ali_ GAL. DAY/S.F. ENGINEER IMMEDIATELY.
x 993
/
LEACHING AREA _-`t�_�3 SQ. FT. 8. PARCEL IS IN FLOOD ZONE
(11%36) t �47XzX i� - ra� 9.: -LOT IS SHOWN ON ASSESS _ fi __ "- A CEL 252
' 102.0 9. Rw y rp --_-__
101• LEACHING CAPACITY (AREA X RATE) ___ GAL./DAY �,rcmi outh 1F^CA6��� ao•fwtent'
�
98.3 1o1.s
4 -7 4., Z , 74- &PP ROVED . 1 x -'�� _
RESERVE LEACHING CAPACITY
GAL./DAY
-
X9.7 4' `��,» a, ��. `� ��GI,G f�` �
Date
00)
V.
\ L,, . ca DI1I�A,
93.5 4, r o.%11,N,APPROVED: BOARD OF HEALTH
LOT 73
gA,
h 16,9131- S.F. ,99.5
ryry99.3' app \ moo. / ' �_s �.iA�
s8.3 BDRM. R x9.4.2 ��;: DATE AGENT
v ■:99.1 99.7\
U 1 BDRM.
(9ad[Ec
I
o _
BORM. 2005
94 .96.6
■ 98.8 98. BA IH S E P 2 2,
> si.7 •9 " .s WEALTH DEPT.
L V RM. BATH > ,2 . 99.6 8.1 7 (Q)97.39
6 Q
96.2 98.6 P�� A7TCHEN E�ppp G 1
as: r.
98.1
DINING
97.6 8.8 CA�?AGE DECK 98.5
DNC -DRIVE 99.0 98.4 �j - 97.9
LEGEND:;
98.8
97.5 ■ 97.4 EXISTING SPOT ELEVATION x0.0
98.0 EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
98.5 98.5, FINAL CONTOUR --{0U
96:8 98.2 / SOIL TEST UTILITY POLE CATION
` X/. M97.6
978
TOWN WATER -W ,. W
180.00 CATCH BASIN (E]*N
GAS LINE G
CESSPOOL
+r 97.4
CLEANOUT
C.• j S8 \PROJ, 6761- 00 \ dwg \ 6761-sos. DWG % 2007 ,TADCO I
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WARBLER
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PROPOSED SEPTIC DESIGN
FOR
CANTRELL
PROJ:
17 MCNAMARA AVE.
WEST YARMOUTH, MASS.
TADCO ENVIRONMENTAL CONSULTANTSq�
26 COMPASS LANE, DENNIS, MA 02638
(508) 385-2425'
DATE p
SCALE
REVISED
JOB NO.4157
LOCATION MAP
REVISED
SHEET. _l ,OF 1
C.• j S8 \PROJ, 6761- 00 \ dwg \ 6761-sos. DWG % 2007 ,TADCO I