HomeMy WebLinkAboutEngineered Plan - 2002TOP OF FOUNDATION
ELEV. 100.00
(ASSUMED)
20 FT: MINIMUM FROM CELLAR
10 FT. MINIMUM - 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS 4" SCHEDULE 40 PVC PIPE
7 MIN. PITCH 1/8- PER FT,
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
-ELEV. = X5,4
ELEV.
LIQUID OUTLET
DEPTH TEE
4 FEET
14 INCHES
5 FEET
19 INCHES
6 FEET
24 INCHES
7 FEET
29 INCHES
8 FEET
34 INCHES
FLOW LINE.
10"
-TMIN. 0" o
F� ELEV. >_ �t5,� L22E
L
GAS ELE.51 6" SUMP ELEV.
= 5,S
V. _ �p T
BAFFLE DIS i nISU TION
ELEV. _
BOX -�
(TO BE PLACED ON FIRM BAF-) TO ' BE WATER TESTED
1.100 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK 3/4-
8E PLACED ON FIRM BASE)
3/4" TO 1 1/2" CLEAN.
C'�f'rJ��c.l DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFILE.
NOT TO SCALE
99.8
\x 99.5
SOIL TEST
DATE OF SOIL TEST 6-X18-02
SOIL TEST DONE BY
WITNESSED BY
OBSERVATION HOLE 1 ELEV.= 9,
PERCOLATION RATE < 2 MIN./INCH AT—4 t_,__ INCHES
DEPTH
HORIZ
CLEAN SAND
LOAM AND SEED
MOTT.
2" LAYER OF
0-6,
1/8" TO 1/2"
e�d'� 'r..17
MAX. WASHED STONE
VENT
MIN.
NOT REQUIRED
Z
1 Cu. FT. OF
EFFLUENT LOADING RATE GAL./DAY/S.F.
CONCRETE
LEACHING AREA SQ. FT.
DATE
11 x 3b tg7z.� y+a ; t.T.
ANCHOR
o10M a
p pOOO _- oo O
ELEV. -_ X144%
.. HIGH CAPACTY INFILTRATORS WITH
N OTES:
S10NE IN AN
z
TRENCH FORMATION
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
SOIL ABSORPTION
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
; WELL N A
WITHIN 6" OF FINISHED GRADE,
ZONE
SYSTEM! (SAS)
INDEX
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
I
ADJUST
1
c
LEGEND: -
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) ELEV.
BE MORTARED IN PLACE.
BOTTOM OF TEST HOLE ELEV.,
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
SOIL TEST
DATE OF SOIL TEST 6-X18-02
SOIL TEST DONE BY
WITNESSED BY
OBSERVATION HOLE 1 ELEV.= 9,
PERCOLATION RATE < 2 MIN./INCH AT—4 t_,__ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-6,
TOTAL ESTIMATED FLOW
110 GAL/BR./0AY X BR.)A?_ GAL./DAY
e�d'� 'r..17
f"fa3f;
lUa
ACTUAL SIZE OF SEPTIC TANK GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE 5~ MIN./1N.
EFFLUENT LOADING RATE GAL./DAY/S.F.
LEACHING AREA SQ. FT.
DATE
11 x 3b tg7z.� y+a ; t.T.
SCALE
LEACHING CAPACITY (AREA X RATE) �'� GAL/DAY
RESERVE LEACHING CAPACITY 'q GAL./DAY
I
N OTES:
JOB NO...
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
:
NO WATER ENCOUNTERED AT f fELEV. _ _
DESIGN CALCULATIONS,
NUMBER OF BEDROOMS, , • R,
GARBAGE DISPOSAL UNIT`
TOTAL ESTIMATED FLOW
110 GAL/BR./0AY X BR.)A?_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY J-0:02-6 GAL. E
PROJ: LOT 48
1 NOBBY IN VEST YARMOUTH
ACTUAL SIZE OF SEPTIC TANK GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE 5~ MIN./1N.
EFFLUENT LOADING RATE GAL./DAY/S.F.
LEACHING AREA SQ. FT.
DATE
11 x 3b tg7z.� y+a ; t.T.
SCALE
LEACHING CAPACITY (AREA X RATE) �'� GAL/DAY
RESERVE LEACHING CAPACITY 'q GAL./DAY
I
N OTES:
JOB NO...
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
REVISED
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_
c
LEGEND: -
4. ANY MASONARY UNITS . USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
EXISTING SPOT ELEVATION 00,10
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
EXISTING CONTOUR ----00----
DEEDED OR ZONING REGULATIONS. OWNER -/ APPLICANT IS TO
FINAL SPOT ELEVATION
OBTAIN" SUCH DETERMINATION FROM APPROPRIATE AUTHORITY,
FINAL CONTOUR
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
SOIL TEST LOCATION
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72.HOURS
UTILITY POLE --0-
PRIOR TO COMMENCING WORK ON SITE.
TOWN WATER —W —
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
CATCH BASIN go .
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
GAS LINE
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
CLEAN OUT C.
CESSPOOL C.P. O
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE__ _ C
9. LOT IS SHOWN ON ASSESSORS MAP _ AS PARCEL _2,41.
4 3; i A. 1"9 • 3s -
h
E tt fln.�. A' a
,. APPROVED: BOARD OF HEALTH
DATE AGENT
t
�}
y
i
PROPOSED SEPTIC DESIGN
FOR
PROJ: LOT 48
1 NOBBY IN VEST YARMOUTH
TADCO. ENVIRONMENTAL CONSULTANTS :.
26 COMPASS LANE, DENNIS, MA 02638
(508) 385-2425.,.
DATE
SCALE
REVISED
JOB NO...
SHEET 1 OF 1
LOCATION MAP
REVISED