HomeMy WebLinkAboutSight Plan �i� j (j �j j� / v...v �R r 3(—WO" T
L+� L5 II L'! LL, ' ae[ce*'wde gV "-sr •4,6-z --!/, PAitT of 7 •
A = o,ZB�c �
11 SEP 2 001 - N
ti
By
.r °a
•
10
Op
a
b\ CONCRETE a•
FOUNDATION • .$
• 0%.c30
• (20* 9
1 % LOTS 67 et68 <A�'� "�
44° 12086 ± S.F. 5 ®:\'
•
N,O$
1
i
4
•
•
i •
i
TOWN OF YARMOUTH ZONING III o a
CV Ill
ZONE : RC ; •--- z
SETBACKS : ,,, •
,,a It I ,' J
REAR - 20' fr- FRANK..r ,
g Imm
THE DWELLING DEPICTED ON THIS 1 Na 29869 .
PLAN WAS LOCATED ON THE GROUND *41Cm ° PLOT PLAN
BY SURVEY ON AUG. 21. 2001 0 Bq1 „a"
A �1i / IN
AND EXISTS AS SHOWN AS OF THE
DATE OF LOCATION. 9/2.� 00 P YARMOUTH. MA.
THIS PLAN IS FOR PLOT PLAN SCALE: 1'-4D' SEPT. 7. 2001
PURPOSES ONLY AND NOT FOR REVISED SEPT. 24. YODI
RECORDING. DEED DESCRIPTIONS EAGLE SURVEYING, I NC
023 wwt• OA
OR ESTABLISHING PROPERTY LINES. .�'7 . �F vn•.etkr•.t, M. enr�s .,
r caw) ass-span
`/ , (a00) 432•4333
THIS PLAN 1S VOID IF NOT -. _ •
STAMPED AND SIGNED IN RED. 0 20 40 80
PROJECT ND. OI-OBI 1 •
D+Girit6v «r GAS 3l4l02.
SECTION A -A
VENT PIPE 0 Least 24 Inches toll) PROFILE VIEW OF LEACHING SYSTEM
10' min. from 'NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. Schedule 40 PVC w/Charcoci Odor Filter
SAS cover must be
LXISTING Foundation house to septic tank within 6" of GRADE
Septic tank covers must be �D—BOX cover must must have riser and be
ti within 6 in. of finished grade within 6 in. of finished grade b f 1/2 " we"Ms Coen" seo"e • ef W — r/s" ►omed pembwe
—Grade over Septic Tank — 99.00 Grade over D—Box — 99.00 Okada over SAS —99.00 to 100.00 INSPECTION cover must be
within 6 in. of finished grade
S 0.02 Tee to be placed in dbox 3 HOLE 10
DIST BOX TOP OF SAS — 96.00 r3 M r3 o o O
15' 5=0.01 S-0.01 A C3 0 r3 C3 C3 o c
EXIsr. PIPE N EXIST 1,000 GAL
t RON FOUNDATION W SEPTIC TANK ss' M ,n 15'
11 H-10 oa. e.ro.r• � .► 04.4w sr" r .w "Raw
vi ui j�9_7
000NCRETE FULL FOUNDA rn4 lAhIts 6
SYSTEM PROFILE
v 8 z' z4' z'
I _� s PROVIDED
Not to Scale — 4' '�-8
c c 4, I Effectl28 Length
6 in.of 3/4'-1 1/2• f %' i;
compacted stone Effective Width To SOIL ABSORPTION SYSTEM <SAS)
m° LC-6 H-20 LEACHING UNITS / WIGGINS PRECAST
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6' BELOW GRADE Bottom of Test Hole 1 Elev.- 88.00 0 TP1
Not to Scale
DIAM. ACCESS MANHOLES
STEEL REINFORCED PRECAST CONCRETE
PLAN VIEW
3-24' REMOVABLE COVERS
I
PERCOLATION TEST
H —10 Date of Percolation Test:MAY 2, 2024
Test Performed By. CARMEN SHAY, C.S.E.
Results Witnessed By. YARMOUTH BOH -BARRY LEWIS
EXCAVATOR: SHAY ENVIRONMENTAL SERVICES
Percolation Rate: Less Than 2 MPI 0 30"
THE ACCESS COVERS FOR THE SEPTIC TANK,
DISTRIBUTION BOX AND LEACHING COMPONENT
SET DEEPER THAN 6 INCHES BELOW FINISHED
GRADE SHALL BE RAISED TO WITHIN 6' OF
FINISHED GRADE.
INSTALL TUF—nTE GAS BAFFLES OR EQUALS
3" min. clearance
e" m��2_ min. inlet to outlet e' min.
Uqu1d 'everOUTUET
10' min. ,. ie,
s -T• 5' —T"
1: E $ ' 4 —0' mim
b e» ee,e. Liquid depth
tv_
10'-0' 4' —10"—
CROSS SECTION END -SECTION
TYPICAL 1500 GALLON SEPTIC TANK
Design C41CUIat10r1S Number of Bedrooms: 4 Equivalent to 440 Gol./Day
9 Garbage Grinder: No
Leaching Capacity Proposed: 440 Gal./Day Minimum
Septic Tank : - 2 x 440 Got./boy = 880 USE EXIST. 1,500 GAL. Septic Tank.
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch
Bottom Area: 0.74 gal/day/sq. ft. x 407 sq. ft. = 301,18 gallons/day
Sidewall Area: 0.74 gal./day/sq. ft. x 192 sq. ft. = 142.08 gallon/day
Providing:=443.26 gallons/day
Use: (5) LC-6 H-20 CONCRETE CHAMBERS, HAVING A 1' EFFECTIVE DEPTH,
(3' W x 6' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND
3.5' OF WASHED STONE ON THE ENDS AND 1 FOOT OF STONE UNDER ENTIRE SAS .
Test Hole
No. 1
DEPTH SOILS ELEV.
0 99.50
Loamy Sand
10 YR 3/2
A„ P.
Loamy
10 YR
6"— 30"
Bw
Med—Coc
2SYT
30"- 126
s
9valid
for REPAIR OF SEPTIC
due to State and Local septic
YSTEM
ariances.
dI.Y,
J3
artr
Ilealth re%iew and approval is re
uired for
a
y f
ture additions/renovations/'altera
iO0 rio
se
acilities and/or structures/dwelling.
Yarmouth Health Department
r
e
APPROVED
s.Da
XG
ry
rte
Dat
Perc #1
Depth to Perc 30" to 48"
Perc Rate= <2 MPI
Groundwater Not Observed
No Observed ESHWT 0 126"
ADJUSTED H2O Elev. = None 0 126" 0 TP1
DISTRIBUTION BOX SHALL BE
SET LEVEL FOR AT LEAST 2 FT. 12 CONCRETE COVER
!� •. : i ...•T'.. Y•�(.l.s :fie
3 — S' OUTLET •..
KNOCKOUTS
1ss•
t , OUTLET i 1 12' INLET
s• a
1S5' 4' — SCH. 40 Te
1.73'
PLAN SECTION CROSS—SECTION
3 HOLE H-10 DISTRIBUTION BOX
PLOT PLAN
PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
ESTATE OF JOHN DAVIDSON
AT
35 MARIGOLD ROAD
PARCEL ID: 37/116.1
SOUTH YARMOUTH
��N,g/SIIAY ENVIR0.1WENTAL SERVICES
U
201 PLUM HOLLOW ROAD
EAST FAL:LMOUTH, MA 02536
TEL/FAX : 508-294-7498
SCALE: 1 "=20' DRAWN BY: CES DATE: MAY 15, 2024
PROJECT#35 MARIGOLD FILENAME: 35 MARIGOLD.DWG SHEET 2 OF 2