HomeMy WebLinkAboutEngineered Plan - 2004b�fib,:1
TOP OF FOUNDATION
ELEV. - 100.0_\
(ASSUMED)
PLUMBING
TO BE RAISED
AND RE -PIPED BY
LICENSED PLUMBER
AS NEEDED Am
%T-) CX /7- LIQUI
DEP
�iS 5 t wlJ 4 FE
5 FE
FE
8 FE
LEGEND:
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM 10 FT, MINIMUM FROM SLAB OR CRAWL SPACE _
CONCRETE
COVFRS -'a
4" CAST IRON PIPE
PITCH EQUAL)
EIRIMUM FT.
ELEV.
ELEV.
14 INCHES
19 INCHES
24 INCHES
29 INCHES
34 INCHES
EXISTING SPOT ELEVATION x0.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION POP
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE �
TOWN WATER -WWW----�
CATCH BASIN `0�
GAS LINE C G "
CESSPOOL
CLEANOUT -----�C.O.
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
DAIE OF SOIL TEST_11U
SOIL TEST DONE BY
WITNESSED BY D14_ t:
.CLEAN SAND_
OBSERVATION HOLE 1 ELEV.w M -b
LOAM AND SEED PERCOLATION RATE _ < 2 MIN./INCH AT 6L_ INCHES
2'.AYER OF
1/6' TO 1/2
WA HED STONE VENT
NOT REQUIRED
SLOW LINE
10" 1313❑❑OO❑❑❑❑❑
MIN. 0 0
ELEV. - ___
-T _ al,_GS ",- LEVEL ° ° D❑❑❑DDD❑DOD `� ° °
m; GAS ELEV. _ �R G, lS 6 SUMP ELEV. _ qS•q o
BAFFLE DISTRIBUTION °° ° ❑❑❑❑❑❑❑❑❑❑❑ r o
EkEV. - ° o° ❑❑❑❑❑❑01300❑
BOX --"1$ ° ° ° ° ELEV. -----
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1 500 GALLON IF MORE THAN ONE OUTLET L�? 500 GALLON ORYWELLS WfTN TONE
SEPTIC TANK (TO BE PLACED ON FIRM BASE) IN AN ( Io ' X30' X Llb TRENCH FOR A77ON s ZONE`
DEPTH
HORIZ
TEXTURE
COLOR
MOTT, OTHER
0-S"
1-�'Iu _
PROD: 61 .,TAFT D.
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E
Colq>�� s�
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TADCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638 `
(508) 385-2425
DATE // S
/0
L,S,
toY'-"Ib
JOB N0. 2q%2.
REVISED
2,S�7�z
LOCATION MAP
IREVISED — �
SHEET 1 OF 1
WATER ENCOUNTERED AT �32,I ELEV,
3/4" .TO 1 1/2" CLEAN SOIL ADSORPTION INDEX
DOUBLE WASHED STONE v� p (�,IB ADJUST DESIGN CALCULATIONS,,
FREE OF FINES & SILT SYSTEM STEM SAS I •�P � GARBAGEOF BEDROOPOSAL UNIT -mac) -
SEWAGE DISPOSAL SYSTEM STEM PROLE OBSERVED UWATER SGS RTABLE ( 0 /Zb/ ;}) ELEV. _ — 8g 7OBABLE WATER T ELEV.�� TOTAL ESTIMATED FLOW
�Z�° (110 GAL./BR./DAY X 3 BR.) GAL./DAY
NOT TO SCALE BOTTOM OF TEST H _E ELEV. _ REQUIRED SEPTIC TANK CAPACITY GAL.
ACTUAL SIZE OF SEPTIC TANK GAL.
SOIL CLASSIFICATION r __
LOCr4L 04 -tel DESIGN PERCOLATION RATE <5__ MIN./IN.
EFFLUENT LOADING RATE OL74_ GAL,/DAY/S.F.
/hw 5E'7ewlG(�_ DIS IV(ES LEACHING AREA SQ. FT.
is .��LEACHING CAPACITY (AREA.X RATE) GAL./DAY
2 pK-1pi �eEQv 12E'0 /D lsc_r'.t_ TZ Cc�� !.�r tL. • 10�3ov'L
RESERVE LEACHING CAPACITY U_ GAL./DAY
\ y' P,zGm 2 >~ a v I +'LC� c� �v' �c r'v� C, r v:r► L 7-,o,t l . NOTES:
\_ 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
•
98.5 , AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL
OF SEWAGE.
�98�5
402- VPr_h9AJ&U l=L( �[_L US &-S /1,DL 57mC"X-r1 0 F 2-Z 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF
\I
IN
i \ -
T 17
�-A
I
9.0
l \ 0
Q,
�8.1 h 96.5
\ >\96.3
DAWA Y
99.3 /
99.3 / `" 95.8
99.0
98.6
( � 7
�O
�SH OF
TANYA
DAIGNEAULT
No. 1095
11
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 PLACE. J.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED
OR ZONING REGULATIONS 0 NNFR._/_ APPLICANT .IS TO OBTAIN SUCH
- LIETERMINATION 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 G______•
9. LOT IS SHOWN ON ASSESSORS MAP . _Q',_0__ AS PARCEL _071
NOV 2 3 2004
HEALTH DEFT.
APPROVED: BOARD OF HEALTH
DATE AGENT
M� POEAl
Locus : a I
itNSLOW
BUS ISLAND SAY Q
g N
+
PROPOSED, SEP'T'IC DESIGN
_FOR
4-2 I E J. L\/Al c
PROD: 61 .,TAFT D.
�r ��S � �� �0U LMS
TADCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638 `
(508) 385-2425
DATE // S
/0
SCALE n "
1 = 20
JOB N0. 2q%2.
REVISED
LOCATION MAP
IREVISED — �
SHEET 1 OF 1