HomeMy WebLinkAboutEngineered Plan - Rev. 20153VlL 1 G.7 I
DATE OF SOIL TEST FEBRUARY 11, 2015_
SOIL TEST DONE BY SWEET22-1NGINEERWG (TM HAYES)
WITNESSED BY A VON
OBSERVATION HOLE 1 ELEV.= 97.7 _
PERCOLATION RATE < J__ MIN./INCH AT _52___ INCHES
DEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER
_ NO
TOTAL ESTIMATED FLOW
TOP :OF. FOUNDATION
( 110 GAL./SR./DAY X. 3 BR.)
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
NO
10YR6/1
7.5YR5/8
10YR6/8
-.- t4- GAL.
ACTUAL SIZE OF SEPTIC TANK (EXISTING)
ELEV.,- 100.00
-
10 FT. MINIMUM
FT:. MINIMUM FROM
10 M UM
SLA B
B
C`
CLEAN SAND
GAL./DAY/S.F.
(ASSUMED)':CONCRETECOVERS
47433 SQ, FT.
(11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE)
muQQ GAL./DAY
INSPECTION POR T
RESERVE LEACHING CAPACITY
NONE GAL./DAY
. ;
4" SCHEDULE 40 PVC PIPELOAM
LOCATION' MAP
AND
SEED
MW PLTCH 1 RFT.
2" LA
'R OF
•
"
1/8TO
1/2"'
WASHED STONE
4,5f
4" CAST IRON PIPE
6 MAX..FILTER
FABRIC
97.74 MAXA+IAX. 95.49 .MIN.
NOT7REQUIRED
(OR EQUAL) MINIMUM
96.25
•
1 4" PER FT.
PITCH,/
FLOW
TEE
Z
_
(
•
LEVELERS
�
-..
_
_
FLOW LINE
94.74
ELEV: _ : 95.5fA
I
�kl
CA RIX 2
3VlL 1 G.7 I
DATE OF SOIL TEST FEBRUARY 11, 2015_
SOIL TEST DONE BY SWEET22-1NGINEERWG (TM HAYES)
WITNESSED BY A VON
OBSERVATION HOLE 1 ELEV.= 97.7 _
PERCOLATION RATE < J__ MIN./INCH AT _52___ INCHES
NO WATER ENCOUNTERED AT __120" ELEV. _ _
DEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER
_ NO
TOTAL ESTIMATED FLOW
( 110 GAL./SR./DAY X. 3 BR.)
FILL
NO
10YR6/1
7.5YR5/8
10YR6/8
-.- t4- GAL.
ACTUAL SIZE OF SEPTIC TANK (EXISTING)
6-10"
A
LOAMY SAND
LOAMY SAND
COARSE SAND
10-32"
32-120"
B
C`
NO WATER ENCOUNTERED AT __120" ELEV. _ _
87_7 _
DESIGN CALCULATION
NUMBER OF BEDROOMS
_ 3
GARBAGE DISPOSAL UNIT
_ NO
TOTAL ESTIMATED FLOW
( 110 GAL./SR./DAY X. 3 BR.)
_132- GAL./DAY
REQUIRED SEPTIC TANK CAPACITY
-.- t4- GAL.
ACTUAL SIZE OF SEPTIC TANK (EXISTING)
1000 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION Rt7
<-5-- MIN./IN.
EFFLUENT LOADING RATr_-034-
GAL./DAY/S.F.
LEACHING AREA
47433 SQ, FT.
(11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE)
muQQ GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY
NONE GAL./DAY
NOTES: 3.
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5. AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNIT'S SHALL BE BROUGHT TO r
WITHIN ,6" OF. FJNI5:iiLD GRADE.
3. ALL COMPONENTS "F THE SANITARY SYSTEM SHALL BE CAPABLE OF.
WITHSTANDING H-, '-'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 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 i
PRIOR TO COMMENCING WORK ON » "
T. CONTRACTOR IS TO VERIFY . GRAGE� A�D, ELEVATIONS AS: WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON. SITE. ANY VARIATION
1S TO BE, BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8, PARCEL IS IN FLOOD ZONE _. C
9. LOT i5 SHOWN ON ASSESSORS
9. ?°6 _ AS PARCEL 230 _
.10, EXISTING LEACH PIT IS TO BE PUMPED AND BACKFILLED.
11. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION (VAR. OF 7.9'):
B. SOIL ABSORPTION SYSTEM LESS THAN. 10' ,FROM LOT LINE (VAR. OF 4.0').
C. NO RESERVE AREA,
BOARD OF HEALTH.
AGENT
7532-00
75.32-SAS.DWG 0 2015 SWEETSER ENGINEERING
'EST YARMOUTH,S.
y
LO ctas
vt
NICOLE s _
n 2c
s'
o (�t�j- '
WARBLER
wHI rnER
PROPOSED 'SEPTIC DESIGN
FOR
TRICIA CRUPI ,
`62 HASTINGS AVE., IST 55
17EST YAR MOUTH,'. MASS.
� 203 5ETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
DATE t
FEB. 1 2015
w
SCALE
0-
- 2'
REV.. � %� � ��� `:.
'JOB N0, 7532,._00
LOCATION' MAP
REv.
SHEET 1 OF., 1
7532-00
75.32-SAS.DWG 0 2015 SWEETSER ENGINEERING