HomeMy WebLinkAboutApp# 4787TOP OF F UNDA'nON
ELEV. = = ..
CLEAN SAND
AND SEED
— O- 1 AK ^r
VENT
NOT REQUIRED
1. CU. FT. OF
CONCRETE
.ANCHOR
ELEV. _ `J 3 7
7
SOIL TEST
DATE OF SOIL TEST TO LY /y, 1443
SOIL TEST DONE BY' ENGINEERING
WITNESSED BY C • Purl—EY
OBSERVATION HOLE 1 ELEV=99,q OBSERVATION HOLE 2 ELEV.= 97•A
PERCOLATION RATE « MIN./INCH AT G 3 INCHES PERCOLATION RATE <A MIN./INCH AT 63" INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
I OTHER
D"
OR
LDAF•Y
/J
-ROo7s
/3n
=
SnANO
1p l
Alt,
_
EXISTING CONTOUR----00----
Z-o.ar,Y
IOYK-
-----
FINAL SPOT ELEVATION _�
G„
SCALE 1"
_ �D
syND
FINAL CONTOUR 0—
1
UPUTYY oi �^no-0-
atr�1�H/
iayR
APPROVED
I
POIL
>e"
C
F/uESFUe�
a/y
lao�
CATCH BASIN lJ
SHA)o
RE"D
SHEET / OF
GAS UNE
AID WATER ENCOUNTERED AT /20' ELEV. _
I MLI o+Iry nw i 3/4- TO 1 1/2--/
SYSTEM SAS
INDIX
I TEXTURE
COLOR
WASHED STONE
ADJUST
/r
0
LoyF"y/
"eye
LEGEND:
USGS PROBABLE WATER TABLE ELEV.
SEWAGE DISPOSAL SYSTEM PROFILE
=
EXISTING SPOT ELEVATION 00,10
OBSERVED WATER TABLE ( / / ) ELEV.
_
EXISTING CONTOUR----00----
NOT TO SCALE BOTTOM OF TEST HOLE ELEV.
_;
-----
FINAL SPOT ELEVATION _�
G„
SCALE 1"
_ �D
LogHy,
FINAL CONTOUR 0—
(
UPUTYY oi �^no-0-
REVISED
APPROVED
I
POIL
>e"
r
YARMOUTH COMMITTEE I
TOWN WATER —WSW
1 OKHRD I
CATCH BASIN lJ
SHA)o
RE"D
SHEET / OF
GAS UNE
CLEAN OUT �-
CESSPOOL C.P. 0
_
i
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED
WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
DEPTHF
HORIZ
I TEXTURE
COLOR
MOTL
OTHER
/r
0
LoyF"y/
"eye
DOTS
PROJECT LOCATIONLo7- 7/a
3& GPEEiti[A"D LE CiR�Yww1 N 1p b,
3da
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
P. 0. BOX 713
F391-083922SOUTH DENNIS, MASS. 02660
50JA b
G„
SCALE 1"
_ �D
LogHy,
/Dyk
REVISED
JOB NO. Jy97pB -oo
>e"
r
SHA)o
RE"D
SHEET / OF
WATER ENCOUNTERED AT /20" ELEV. = P %• no
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X SR.) y X GAL/DAY
REQUIRED SEPTIC TANK CAPACITY t GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATION _1_
DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F.
�EACHING AREA1 60/' o SQ. FT.
trXK6
LEA70NG CAPACITY (AREA X RATE) �y'7 GAL /DAY
6e x a.7y
RESERVE LEACHING CAPACITY X' �GAL/DAY
N OTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YA f Al CU L d 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. A -NY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION 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
S17E CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIA110M
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE .0
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL R//?
APPROVED: BOARD. OF HEALTH
17310
AGENT
/
V D�US
F�� �'� ^"""
<" a, 4c
D.
PROPOSED SEPTIC DESIGN
FOR
or�Ai K/XJ6
PROJECT LOCATIONLo7- 7/a
3& GPEEiti[A"D LE CiR�Yww1 N 1p b,
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
P. 0. BOX 713
F391-083922SOUTH DENNIS, MASS. 02660
SCALE 1"
_ �D
DATE 7//7/7J
>//% 19J
REVISED
JOB NO. Jy97pB -oo
LOCATION MAP
RE"D
SHEET / OF