HomeMy WebLinkAbout126 Baxter Ave Septic Design (2)E742_11 ;:i%"laF2
TOP OF FOUNDATION
ELEV.
(N AD88)
4.3 4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
F
= 12_50. _ _125_
ri
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER ®WSW
CATCH .BASIN - (99�
GAS LINE
CLEAN OUT C
CESSPOOL C.P. C)
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM FROM SLAB
CLEAN SAND
MANHOLE
COVERS INSPECTION PORT
'4" SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8" PER FT. 2" LAYER OF
1/8" TO 1/2"
WASHED STONE
15.1 MAX O , FILTER FAB
PIC VENT
1285 MN. REQUIRED
z
LEVELLERS TEE
FLOW LINE °
10" 1?_1
MIN. yy -
LEV. = 12.00 LEVEL 10
o = V 1 1 .I 0 • o
GAS ELEV. _ _ 11.%7 6' SUMP ELEV. _ _ 150 "I , _ o o ELEV.'= _10.77
BAFFLE DISTRIBUTIO'V . o ` o ' c ' .' 0 ` 0 0 '
0 0 0 0 • o 0
SO'L TEST
DATE OF SOIL TEST MAY 25, 2016
SO'L TEST DONE BY"EETSER ENGINEERING
OBSERVATION HOLE 1 ELEV.= 11.4
PERCOLATION RATE < _2 _ MIN./INCH, AT 29 INCHES
WATER ENCOUNTERED AT 97" ELEV. - 3.32
DEPTH HORIZ
TEXTURE COLOR MOTT. OTHER
I ELEV. ',-
0-7"_ Ap
7-16" B
LOAMY SAND_ 10YP.5/1 NO__ R0075
LOAMY SAND IOYR6/6
ELEV. -= 9.60 1
16-97" C
MED:UM SAND 2.5Y7/4
WATER ENCOUNTERED AT 97" ELEV. - 3.32
PETER E. & DEBORAH
CARLSON
Li
z
0
N
a
n.
0
MICHAEL J. SEC077E &
SUSAN M. 6IFFORD, TRS
OF 5'
LINEf
WORK MUST CONFO ,. TO ALL
TOWN BYLAWS & GULATION
YARMOUTH ER DEPT DATE
NOTES:
I ELEV. ',-
o 0
0 0 o0 0 0 00 0 0 co 004
00 o
ELEV. -= 9.60 1
2, ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
LOG.126 BMIER AVE, IDT 52
IST YAYR1111OUTH, MASS.
FINISHED GRADE.
- V
BOX
o 0
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE,
(TO BEPLACEDON FIRM BASE)
5. NO DETERMINATION HAS .BEEN MADE AS TO COMPLIANCE WITH
FATE MAY , 26, 2016
DEEDED OR ZONING REGULATIONS. OWNER'/ APPLICANT IS TO
- -
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. - -
� r �� A n
DESIGN CALCULATIONS
CALCULATIONS
1500 GALLON
TO BE WATER TESTED
IF MORE THAN ONE OUTLET
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
8 HIGH CAPACITY INFILTRATORS WITH
PRIOR TO COMMENCING WORK ON SITE.
_
NUMBER OF BEDROOMS
4
V
TANK
ANK
(TO BE PLACED ON FIRM BASE)
A6,
IS TO BE BPOLIGHT TO THE ATTENTION Or THE DES! -IN ENGI'7EEP.
STONE IN AN
fi Tt--
.F
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
�,,f'"fs'
I
3/4" TO 1 1/2' CLEAN
10. EXIS T'NG CESSPOOL IS TO BE PUMPED AND BACKFILLED
X 56' X Y TRENCH FORMATION
�
.24
( 110 GAL./G../DAY X 4 SR.)
1fQ_ GAL/DAY
12. SOILS TO BE CONFIRWED AY E`4CJ'.'EEu PRIrR TO 1`1•„ ,ALLATION. - -
DOUBLE WASHED STONE
Yarmouth Health Department
SOIL ABSO'RPT10*�
a
WELL 1!?W
REQUIRED SEPTIC TANK CAPACITY
GAL.
FREE OF FINES k SILT
Date
ZONE A
ACTUAL SIZE OF SEPTIC TANK
150J GAL
f
SYSTEM �/S
TEM (SAS)
7.2
INDEX 4 (4/2016)
SOIL CLASSIFICATION
_ I
'!I
SEWAGE DISPOSAL
SYSTEM, �/STEM, PROLE
HEALTH DEPT.
ADJUST 1.04
DESIGN PERCOLATION RATE
:9-5-- MIN./IN.
NOT TO
SCALE
EFFLUENT LOADING RATE
OJ -4- GAL./DAY/S.F.
USGS PROBABLE WATER TABLE ELEV. _
--4.M--
LEACHING AREA
(6X58)+(64X2X2)
604.00 SQ. FT.
OBSERVED WATER TABLE (5/25/2016) ELEV. _
x.32
LEACHING CAPACITY (AREA X RATE)
'�'1$ GAL./DAY
BOTTOM OF TEST HOLE ELEV. _
_332
604.00 X 0.74
RESERVE LEACHING CAPACITY
f GAL/DAY
PETER E. & DEBORAH
CARLSON
Li
z
0
N
a
n.
0
MICHAEL J. SEC077E &
SUSAN M. 6IFFORD, TRS
OF 5'
LINEf
WORK MUST CONFO ,. TO ALL
TOWN BYLAWS & GULATION
YARMOUTH ER DEPT DATE
C.
02016
NOTES:
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 UNITS SHALL BE BROUGHT TO
LOG.126 BMIER AVE, IDT 52
IST YAYR1111OUTH, MASS.
FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-20 LOADING.
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
FATE MAY , 26, 2016
DEEDED OR ZONING REGULATIONS. OWNER'/ APPLICANT IS TO
- -
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. - -
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
REV. JU1� 29, 2016
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
kf,4,'+,
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
/rTCR LF 4� r�
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
SHEET 1 OF 1
IS TO BE BPOLIGHT TO THE ATTENTION Or THE DES! -IN ENGI'7EEP.
fi Tt--
8 PARCEL IS IN FLOOD ZONE X_CTAI_
�,,f'"fs'
9. LOT IS SHORN ON ASSESSORS MAP'S_ AS PARCEL T
-
fltf!ip
10. EXIS T'NG CESSPOOL IS TO BE PUMPED AND BACKFILLED
n'..►
'?
11, INTERIOR PIPING IS TO BE REPLUMBED (BY A LICENSED PLUMBER) TO
/
EXIT AS SHOWN.
12. SOILS TO BE CONFIRWED AY E`4CJ'.'EEu PRIrR TO 1`1•„ ,ALLATION. - -
Yarmouth Health Department
PPR LIED
Date
f
JUL 0�1 zo's
APPROVED: BOARD OF HEALTH
HEALTH DEPT.
DATE AGENT
C.
02016
op
�°
ROUTE 28 m
D Ln
O o� MILL
CREEK508-
a385-6900
pR1N�
wU.S' -
PROPOSED SEPTIC DESIGN
FOR
DEBORAH CA.RLSOET,
LOG.126 BMIER AVE, IDT 52
IST YAYR1111OUTH, MASS.
sr ' L a7,'G1= cr
203 SETUCKET ROAD
P. 0. BOX 713
SOUTH DENNIS, MASS. 02660
FATE MAY , 26, 2016
scALE 1 " = 20'
REV. JU1� 29, 2016
NO. 7697-00
LOCATION MAP'
REV.
SHEET 1 OF 1
C.
02016