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PLAN BOOK 649
F4-91 PAGE 55
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LOCATION MAP
Assessors Map 913 \
Parcel 12. 1.6
Deed: Bk.2942, Pg. 183 14
Plan: Bk.649, Pg.55 0
Lot 21E 00
Woodside
Cemetery
LOCUS
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PP'VED
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Name Date
SCALE 1 "= 30
0 - 30 60 90
Sh t: I o f2
LOT 29E
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LOT 21 C
55.00'
LOT 21 E n LOT 22c
W
115 -OU
^�h LOT 23
OVERVIEW OF FULL LOT
1 SCALE 1 "= 150'
Stable Ln
MORAN ENGINEERING ASSOC LLC
508-432-2878 941 MAIN STREET (RTE 28), HARWICH, MA
SEPTIC SYSTEM DESIGN PLAN IN YARMOUTH
Prepared For: Sandy Side Corporation
55 NORTH SANDYSIDE LANE YARMOUTH PORT MA
PROJECT: 16-265 1 SCALE: 1 "=,30'1 DATE: 3/15/17
JV -
T. 0. F.
..
T.O.F. 40'f 20' 22' max
ELEV. 51.35 Covers Within 6"
of Grade Covers Within 6"
ELEV. 1_0/ � / of Grade
hk A A
ELEV. 47.0
Vi 0"
-
14"
1500 GAL.
SEPTIC TANK
GAS
1
SYSTEM PROFILE
Not to Scale
TEST HOLE I El. 41.5
*MAINTAIN 3' MAX. COVER BETWEEN
TOP OF SAS AND FINISH GRADE
3' MAX.
COVER
filter fabric
or
1/8" to 1/2"
double washed
3/4 " to 1 2
double washed
stone
l------0000�r------0000l
----ELEV. 37.0
4'ends 4-500 Gal ,Chambers 4'ends
"4'sides 34 4'sides- 6 5'
Elev.
Depth
Horizon
Texture
Color
Bath
Bedrm
0-10"
A
Loomy Sand
10YR3 2
40.7
10-42"
B
Loamy Medium
10YR4/6
Very Friable
38.5
Sand
38.0
Loose
42-132"
C
Medium Sand
2.5Y6/4
30% gravel and
stones at 48'-54"
Btm El. 30.5 No Groundwater Encountered
*Fill to 48" & B—Layer to 80" at West Face of Hole.
TEST HOLE 2 El. 41.5
Elev.
Depth
Horizon
Texture
Color
Bath
Bedrm
0-10"
A
Loamy Sand
10YR3 2
40.7
10-36"
B
Loamy Medium
10YR4/6
Very Friable
38.5
Sand
36-132
C
Medium Sand
I 2.5Y6/4
Loose
Btm El. 30.5
No Groundwater Encountered
SEPTIC SYSTEM NOTES
12.8' x 42' x 2' Deep
500 Gal. Chamber & Stone B 30.5
LEACHING FACILITY Bttm.m. TH
SAS CONSTRUCTION DETAIL
500 GAL.
LEACHING CHAMBER
1 STONE 1
12.8'1 0 0 Ciser 0 1
I STONE— —
1-8 4' e 4 Chambers(500 Gala, 34'eie
I 42' all
Soil Test Date: 3/15/2017
Performed By: Daniel Croteau, PE �'iH°Fissq
Witness: Amy VonHone, HA �o�'� TI DANIEL oyG�
AU
PERCOLATION TEST @ TH 1 �ft CIVIL
� ClWIL
24 GALLONS OF WATER IN 8 MIN. 40 SEC. �5
A DEPTH OF 60 INCHES IN C LAYER ����9sT�gtiaa�'
DESIGN RATE: < 2 min./in.�,
SYSTEM DESIGN
Design Flow: 5 bedrooms @ 110 gal/day = 550 gal.
Septic Tank: 550 gal. x 200% = 1100 gal.
Use 1500 Gal. Tank
Leaching Facility: 12.8'x42'x2'd Chamber and Stone SAS
Bottom: 12.8'x 42' x 0.74 Gal/sf= 397 Gal
Sides: (12.8'+42')x2x2x0.74Ga1/sf=162 Gal
TOTAL = 559 Gal
Note: Garbage disposal is not permitted with this design.
— CONTACT DESIGN ENGINEERING OFFICE (508)-432-2878 PRIOR TO START OF PROJECT.
— EXISTING SEWER ELEVATION IS TO BE VERIFIED PRIOR TO THE INSTALLATION OF NEW SYSTEM COMPONENTS.
— INSTALL 4" PVC CLEAN OUT TO GRADE BETWEEN DWELLING AND PROPOSED SEPTIC TANK AS SHOWN.
— EXISTING CESSPOOLS ARE TO BE PUMPED & SAND FILLED OR REMOVED WITH CONTAMINATED SOILS IF WITHIN 5' OF PROPOSED SAS.
— UNSUITABLE SOILS ARE TO BE REMOVED BELOW AND FOR 5' AROUND THE LEACHING AREA AND REPLACED WITH TITLE -5 FILL SOIL.
— ALL COMPONENTS ARE TO MEET TITLE 5 MATERIALS &. CONSTRUCTION REQUIREMENTS.
— SYSTEM COMPONENTS ARE TO BE SET ON A STABLE, COMPACTED BASE.
— DISTRIBUTION BOX EXIT LINES ARE TO BE SET LEVEL FOR THE FIRST 2'.
— DESIGN ENGINEER IS TO VERIFY SOILS OF ALL SAS EXCAVATIONS BEFORE SYSTEM INSTALLATION.
— DESIGN ENGINEER IS TO VERIFY SYSTEM INSTALLATION (LOCATIONS & ELEVATIONS) PRIOR TO BACKFILLING.
— COMPONENTS ARE TO BE WITHIN 3' OF FINISH GRADE. ACCESS COVERS ARE TO BE WITHIN 6" OF FINISHED GRADE.
Sh t: 20 f2
2nd FLOOR
Kitchen Bedrm
Bath
Living
Rm Bedrm
1 ST FLOOR
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Bath
Bedrm
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Bedrm
gin'
2nd FLOOR
Kitchen Bedrm
Bath
Living
Rm Bedrm
1 ST FLOOR
Basement
4'
4.8'
t4'
EXISTING FLOOR LAYOUT
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Basement
4'
4.8'
t4'
EXISTING FLOOR LAYOUT