HomeMy WebLinkAboutEngineered Plan - 2016BEN 0 RK
TOP OF FOUNDATION
ELEV. = 100.00
(ASSUMED)
3.Of
LEGEND:
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
.�
4" CAST IRON PIPE M MAX. 6" AX.
(OR EQUAL) MINIMUM 97 46
PITCH 1/4" PER FT.
HORIZ
fj fj
COLOR
FLOW
TEE
Ap
B
LOAMY SAND
10YR6/1
NO ROOTS
ROOTS
7-20"
20-120"
LEVELERS
10YR6/4
2.5Y8/4
C
FINE SAND
2 HIGH CAPACITY INFILTRATORS WITH
FLOW LINE
SCALE 1 » _ 200'
J
DESIGN CALCULATIONS
STONE IN AN
Z
-ELEV. = 97.0f_
10
-TMIN.
2
11' X 24' X 10" TRENCH FORMATION
2'0 "
o
SHEET 1 OF 1
NUMBER OF BEDROOMS
DISPOSAL UNIT
1
ELEV.
_96.04 LEVEL
o
ELEV. _ _ 9'5.21 _
#`` ADD GAS
ELEV. _
95_57 6" SUMP ELEV. _ _95•x_
_2_
REQUIRED SEPTIC TANK CAPACITY
OF SEPTIC TANK (EXISTING)
_22Q_
-440_
1000
BAFFLE
_
p
DIS I-gyRIBU11ON
ACTUAL SIZE
ELEV. _
SOIL CLASSIFICATION
OUTLET
DESIGN PERCOLATION RATE
BOX -85,40_
MIN./IN.
TEE 14 INCHES
_ ------ ''
(EXISTING)
TO BE WATER TESTED
GAL./DAY/S.F.
19 (INCHESNCHES
_ ------
1000 GALLON
IF MORE THAN ONE OUTLET
S0, FT.
24
29 INCHES
_ _$.$.g _
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
34 INCHES
3/4" TO 1 1/2" CLEAN
23$..52
GAL:/DAY :,
DOUBLE WASHED STONE
O322.33
X 0.74
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
MONTA GUE DRIVE
JUiL I LZ:)
DATE OF SOIL TEST 4UNE_151 2016
CLEAN SAND - SOIL' TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY _A._VON HONE_-______
INSPECTION PORT :
LOAM AND SEED OBSERVATION HOLE 1 ELEV.=--98.4-
2" LAYER OF
1/8" TO 1/2" PERCOLATION RATE <_2__ MIN./INCH AT __36-_- INCHES
WASHED STONE
L9 MAX. OR FILTER FABRIC VENT
96.65 MIN. NOT REQUIRED
z
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-7"
Ap
B
LOAMY SAND
10YR6/1
NO ROOTS
ROOTS
7-20"
20-120"
LOAMY SAND
10YR6/4
2.5Y8/4
C
FINE SAND
95.90
°'
SOIL TEST LOCATION
UTILITY POLE
NO WA T ER ENCOUNTERED AT 120'_ ELEV. _ __88.4
_
I
I
(®�
°
- 1 10'
- - --_� °--
°
ELEV. = 94.557_.
- - -
C.P. Q
-
2 HIGH CAPACITY INFILTRATORS WITH
SCALE 1 » _ 200'
J
DESIGN CALCULATIONS
STONE IN AN
Z
2
11' X 24' X 10" TRENCH FORMATION
OCATiON cp
6.17
SHEET 1 OF 1
NUMBER OF BEDROOMS
DISPOSAL UNIT
�® _
ABSORPTION' LO
SOA BSOR
IL A
SOIL
WELL N/A
TOTAL ESTIMATED FLOW
( 110 GAL/19R./DAY X BR.)
GAL./DAY
SYSTEM (SAS)
ZONE
ZONE _
INDEX
_2_
REQUIRED SEPTIC TANK CAPACITY
OF SEPTIC TANK (EXISTING)
_22Q_
-440_
1000
GAL.
GAL.
ADJUST _
ACTUAL SIZE
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE
< 5__
MIN./IN.
USGS PROBABLE WATER TABLE ELEV.
_ ------ ''
EFFLUENT LOADING RATE
-0J4-
GAL./DAY/S.F.
OBSERVED WATER TABLE ( / /!„ ELEV.
_ ------
LEACHING AREA
322.33
S0, FT.
.)
BOTTOM OF TEST HOLE ELEV.
_ _$.$.g _
(11X24)+(35X2X10/12)
LEACHING CAPACITY (AREA X RATE)
23$..52
GAL:/DAY :,
O322.33
X 0.74
I
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0:
FINAL CONTOUR
00
SOIL TEST LOCATION
UTILITY POLE
-<>-
TOWN WATER -WSW
CATCH BASIN
(®�
GAS LINE
G "
CLEAN OUT
C.O.
CESSPOOL
C.P. Q
y
O
b
tn
9
97.5
RESERVE LEACHING CAPACITY NONE GAL./DAY
Q NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM . TO D.E.P.
' TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
" v fir REPAIR OF SEPi'IC $VSTi"It1 THE SUBSURFACE DISPOSAL OF SEWAGE.
QI r, , d1s t0 State and LOCO! sePtic v4riances. :' 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
E' a ef;lk ue� !t tgevMm
and xjgiroaat is required for , . WITHIN 6" OF FINISHED GRADE:
�ttj! fnl�fr� n'dRiaes/renrayations/arlteraons Co 3, ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
lKwelac[1%t�edJtst#utiurs/dwpl;ieig WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
; �rtlltitthMlea�Rta Deportment USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
�"/`7 BE MORTARED IN PLACE:
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
REGULATIONS. OWNER APPLICANT DEEDED OR ZONING R CANT IS TO / I
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
�^=^--- 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
Uate,:
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
- -_ ---#3-TO`:-BE- BROUGHT- TO THE--ATTENT!rJN=OF-T#E-DESIGN ENf_INFER:>:..._ . _._...:
8. PARCEL ISINFLOOD ZONE ___X____.
!
9. LOT IS SHOWN ON ASSESSORS MAP __S7__ AS PARCEL _5
10. PARCEL IS IN A ZONE OF CONTRIBUTION AND IS TO BE RESTRICTED
TO A MAXIMUM OF 2 BEDROOMS.
11. EXISTING LEACH PIT IS TO BE PUMPED AND REMOVED ALONG WITH
t:''►+�' ANY POLLUTED SOILS ENCOUNTERED.
12. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS`.
�, ,,x, ; '�` „� *, A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION (VAR. OF 5.4').
f B. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE (VAR. OF 4'),
C. NO RESERVE AREA.
ptycs
is
y w•=
APPROVED: BOARD OF HEALTH
DA77
AGENT
S8IPP0✓`.'7'5-0l ,c'w ' ' 7F-SA5DW5 0 2016 SWEETSER ENGINEERING
WE ST YARMOUTH, LASS.
OLD TOWNHOUSE ROAD
PROPOSED SEPTIC DESIGN j
r
SOUNDVIE REALTY TRUST
co
c
COGSWELL
O?�
C/)
o
MONTAGUE
-�P.
i®
z
LAT 224, #1 TEMPLETON PLACE
LLOc, TIEST YARMOUTH, AMASS.
r
SUMER ENGRMERM
203 SETUCKET ROAD
0. BOX 713.
385-6900 SOUTH DENNIS, MASS. .02660
DATE
JUNE 5, 201.6
SCALE 1 » _ 200'
J
JOB No. 7715--00
REV.
OCATiON cp
REv.
i __�
SHEET 1 OF 1
S8IPP0✓`.'7'5-0l ,c'w ' ' 7F-SA5DW5 0 2016 SWEETSER ENGINEERING