HomeMy WebLinkAboutEngineered Plans - 2017N S 2°4328„
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LOT 23
Plan Bk 304 Pg 6
0114j
34,340 SFt
r7
Existing
Swimming Pool
Existing
/ House
R�i- TOF ® EI 59.2
20' WIDE Cor 1
For
UTILITY
/ EASEMENT 2
AS SHOWN ON
< PLAN BOOK 550
PAGE 12 54.0 53.9 c
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Permit valid for RF.PAttt OF SF11 FIC SVS'
ONLY dne to State and I oval septic variant
Board of 1jeatth.review and ;yproval is required for
any,; future add itions/reito%ationVaIterations to 4
Sewage facilities and/or structures/dwelling. \ G
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SAS CONSTRUCTION DETAIL
500 GAL. I s
LEACHING CHAMBER
T w e
Cl cy
STONE I T4'
0
1
3
12.8'1 O O Ciser O I 4.8'
I STONE I 4' LOCUS
1. ' ' ' Dennis
Pond
Muter
Pond
4�e jlie 42' LOCATION MAP
58.2
57 56 53�K7G' �7 Ole Assessors Map 113
55 5462 Parcel 7
58.1:` 5 .55172
Deed: Bk.23327, Pg.39
Plan: Bk.304, Pg.6
Qo 58.2 n^` // : 51 /�C��'d'� Lot 23
�°7. Ch
SYSTEM DESIGN
7.7 571. y /
............ 5 up/.. :' Q Design Flow: 5 bedrooms @ 110 gal/day = 550 gal.
56.3
..••• frydr% /.. Septic Tank: 550 gal. x 200% = 1 100 gal.
5:. y� Use 1500 Gal. Tank
51 Leaching Facility: 12.8 x42 x2 d Chamber and Stone SAS
Cleaner Bottom: 12.8'x 42' x 0.74 Gal/sf= 397 Gal
�..... t..�%.... o/ /a
:: j L fSides: (12.8'+42'.)x2'x2x0.74Gal/sf=162 Gal
�� ,� TOTAL = 559 Gal
o
V.., Note: Note: Garbage disposal is not permitted with this design.
..�.... ...........r /
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MaRAN ENGINEERING ASSOC.,LLC
508-432-2878 941 MAIN STREET (RTE 28), HARWICH, MA
SEPTIC SYSTEM DESIGN PLAN IN YARMOUTH
Prepared For: Henry Tufts
75 SUMMER STREET YARMOUTH PORT MA
Sh t. I O f2 PROJECT: 16-264 1 SCALE: 1 "= 30'DA TE: 318177
T. 0. F. 55'f -�
ELEV. 59.2
s- ELEV.
ti
ELEV. 46.6
4" Dome
�- 9' -►� 22' max --� Charcoal Vent
Covers Within 6" Access Cast Iron Frame & Covers
of Grade Grade *MAINTAIN 6' MAX. COVER BETWEEN �1
TOP OF SAS AND FINISH GRADE
Vi 0" -
14"
1500 GAL.
SEPTIC TANK
H-20
ELEV.
GAS
BAFFLE
D—BOX
H-20
SYSTEM PROFILE
Not to Scale
TEST HOLE 7 D. 45.5
Elev.
I De th
Horizon
Texture
Color
45.0
0-6"
0
Organic
LEACHING AREA
6-10"
A
LOGMY Sand
10YR21
44.7
�Z�iOFPr�1
– SYSTEM COMPONENTS ARE TO BE SET ON A STABLE, COMPACTED BASE.
– DISTRIBUTION BOX EXIT LINES ARE TO BE SET LEVEL FOR THE FIRST 2'.
10-24
10-30"
B
Loamy Sand
10YR5/8
43.0—
3.030-72"
THE SEPTIC TANK AND AT GRADE ON THE DIST. BOX AND LEACH AREA.
No.46253
Basement
STISR�O�
�SS�OiVAL
EAG
EXISTING FLOOR
24-48"
JO– 72"
C1
Loamy Sand
2.5YR5/4
39.5
48-120"C2
Medium
Coarse Sand
10YR5/6
72 -132T -C2
Medium Sand
10YR5/6
6' MAX.
COVER
filter fabric
or
1/8" to 1/2"
double washed
stone
314- to 1112"
double washed
stone
� c oae- J o v o c c-eae-tJ o 0 0 0
� 000 ococ �0000000000
� 00
i000e000 000c o00000000o I
� 00000 00000c 00 0 0 0000 0 0 �
�------------- ELEV. 43.3
4'ends a 4-500 Gal Chambers �4'ends
�4'sides 34 DO4'sides I 8.8'
12.8 x 42 x 2 Deep
500 Gal. Chamber & Stone B ELEV. 34.5
Btm. TH
H-20 LEACHING FACILITY
TEST HOLE 2 El. 50.2
Elev.
Dejoth
Horizon
Texture
Color
49.7
0-6"
0
Or onic
LEACHING AREA
49.4
6-10"
A
Loamy Sand
10YR2 1
�Z�iOFPr�1
– SYSTEM COMPONENTS ARE TO BE SET ON A STABLE, COMPACTED BASE.
– DISTRIBUTION BOX EXIT LINES ARE TO BE SET LEVEL FOR THE FIRST 2'.
10-24
B
Loamy Sand
10YR5/8
48.2
GRADE ON
THE SEPTIC TANK AND AT GRADE ON THE DIST. BOX AND LEACH AREA.
No.46253
Basement
STISR�O�
�SS�OiVAL
EAG
EXISTING FLOOR
24-48"
C1
Loamy Sand
2.5YR5/4
46.2
48-120"C2
Medium
Coarse Sand
10YR5/6
Btm El. 34.5 No Groundwater Found Btm El. 40.2 No Groundwater Found
Percolation rate: <2 min/inch @ 84" Percolation rate: <2 min/inch @ 84"
Soil Test Date: 3/17/99, Performed By: Richard Learned, SE, Witness: Amy VonHone, HA
SEPTIC SYSTEM NOTES
1 ST
– 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 OUTS TO GRADE BETWEEN DWELLING AND PROPOSED SEPTIC TANK AS SHOWN.
– EXISTING 1500 GALLON SEPTIC TANK IS TO BE PUMPED, RUPTURED & SAND FILLED. PUMP & REMOVE EXISTING
LEACHING AREA
AND CONTAMINATED SOILS 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 MATERIAL & CONSTRUCTION REQUIREMENTS.
�Z�iOFPr�1
– 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.
P
– DESIGN ENGINEER IS TO VERIFY SYSTEM INSTALLATION (LOCATIONS & ELEVATIONS) PRIOR TO BACKFILLING.
– COMPONENTS ARE TO BE H2O and WITHIN 6' OF FINISH GRADE. ACCESS COVERS ARE TO BE WITHIN 6" OF FINISHED
GRADE ON
THE SEPTIC TANK AND AT GRADE ON THE DIST. BOX AND LEACH AREA.
No.46253
s�
0
O� cq9�
Bedrm
9� c Bath
Bedrm
Bedrm
Bedrm Bath
2nd FLOOR
Garage Rm
c/ B th off i e
TV
Rm
Dining
Rm
Living
Rm
Sh t: 20 f2
1 ST
FLOOR
trB
�Z�iOFPr�1
DANIEL
C �
P
a GROTE:AU
CIVIL CP
Bath
No.46253
Basement
STISR�O�
�SS�OiVAL
EAG
EXISTING FLOOR
LAYOUT
Sh t: 20 f2