HomeMy WebLinkAboutEngineered Plans - 201511.
Wells not shown exceed 150' from the DrODosed SAS
CUL TEC RECHARGER I8OHD
2 -COLUMNS OF 5 - UNITS
LOCUS
BENCHMARK:.EL. 50.63 LOCUS
ASSUMED DATUM -
INSPECTION PORTS ON CENTER UNITS ST
T. 0. DOOR THRESHOLD �oPo gr�oti
DIST. Boxq�FN�
DB-JIH-10 PROPOSED SEPTIC TANK HAzeLMooR
F
1500 -GALLON (H -IO)
CVV
BR -I BR -2 JOYCE ST m yrs oQ,�
cn o
N_--•-- / y rn
1" = 20' r7 0 0 l✓ ~ip Po
STILES RD
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MAG NAIL SET
EL. 49.58 �,>. �.,::�� BATH
X LIVING o
' ROOM
9.0 sO ( 50.71 BR -3
7
^I Ngp'24
30„E' ` x 50.53
BSORP ION SYSTEM DETAIL ' CA' EAT IN
SOIL A T 119 83 c,a ” KITCHEN LEGEND
H OF s
RICHARD
J.
JUDD. JR_
s4 IT 1
0 Moran Engineering Associates, LLC
LAWN AREA ; - 50.53 k� � l� 50.42 H 18.5, t TEST HOLE
49.39 W/IRRIGATION
OH 50:45 G STAIRS TO
t STAIRS CELLAR It�>> EXISTING CESSPOOL(S)
GARAGE ����
.LOT A %
10' ® LAUNDRY
_E; "D" BOX
fl, 980.70 S.F.
0.275 ACRES
I
7(111
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I I
I
I I I tx FLOOR PLAN
PROPOSED SEPTIC TANK
C/0 ® �\
50.21
IImII
l l X11 �� NOT TO SCALE
1n, '
50.11
X FENCE LINE
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OS
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Iml
_ _ - - -50 EXISTING CONTOUR
EX (STING
25.0'
ISI
IV, - p
OH OVER -HEAD UTILITIES
y
iNG
O.F.50,65
50.36
I I
50.23
hI
r " PROPOSED VENT W/
W WATER LINE
0
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i
LAWN AREA
11
I } CHARCOAL FILTER
G UNDERGROUND GAS
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"
W/IRRIGATION
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SITE AND SEWAGE PLAN
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49.88 �X I% x
LOCUS:
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3141 .if tffi
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46 Deacon Street
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BLOCK{
PIT
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Sout h YarmouthMA
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PAVED
50.18
PREPARED FOR:
4864 DRIVEWAY
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x
Jeremy &Jessica Giard
X1,
o 50.38
46 Deacon Street
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BM
South Yarmouth, MA 02664
49.31 .—X
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.
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NOTES:
49.85>c�-
119.7 g
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Deed Ref:: Bk 20150 & Pg 104
48.58
»w
30
580*2PROPOSED LEACHING TRENCHES
32.65'L x 3.00' W /.n' D
MORAN ENGINEERING ASSOC, LLC
CUL TEC RECHARGER 180HD
941 Main Street, Harwich, MA
MiCHAE
cnrcH
-- ----- ------ .�
PO Box 183, S. Harwich, MA 02661
S.
BASIN
,
Yarmouth Health Department
508-432-2878
LADUE
D
Pr VED
3756 P�
.
AP: 079 PARCEL: 159
�No.
o,E 0*
�
/ ,0 /
JOB NUMBER: 15-105
SCALE. fro 0 20'
ame Date
DATE: 5/10/15
SHEET: 1 of 2
SEPTIC TANK "D" BOX
EL. 50.30
50.65 TOP OF COVERS TO BE WITHIN W OF GRADE
FOUNDATION ACCESS PORT -,,,,,..EL 50.10
ACCESS PORTS
s ANSH MIN FINISH GRADE
7-
47.30
El.. 47.1.,
10'. t
1. Provide a clean out cap, to grade with cover,
between the foundation and proposed septic tank.
V
1. Extend inlet tee 10" min. below flow line; extend
outlet tee 14" below flow line.
2. Provide 20" manholes over center of tank,
inlet and outlet with readily removable impermeable covers.
3. Install access port over inlet and outlet
with precast concrete or equivalent watertight
riser within 6" min. of final grade.
DEEP HOLE LOGS
DATE: 6/10/15
DEEP OBSERVATION HOLE # 1 TEST BY: RICK JUDD TIME: 15:00
ELEV.From
50.30
COLOR SOIL
Surface I HOR. TEXTURE (MUNSELL) MOTTLING
S7RUCTURE
CONSISTENCY, OTHER
49,63
8" HTM Fill NIA NO
Lawn over mixed fill
49.13
14" AIEb Loamy Sand 1OYR 512 NO
Granular
47.3036"
Bwb Loamy Fine Sand 1 OYR 416 NO
Very friable
38.80
138" C Fine to Medium Sand 10YR 614 NO
Loose, single grain
Bot. of Perc: 64" (24 Gallons of water poured. At 11:32 less than 6" remaining.
RATE: < 2 MIN/INCH
WITNESS: Amy von Hone, R.S., Yarmouth Health Department.
"D" BOX NOTES
I. -When system is dosed or slope of inlet pipe,
excee0s.0.087ft. install inlet tee. cut-oftone
inch above outlet invert.
2. Install outlet pipes level feet minimum.
3.: Provide a minimum sump ON.". outlet invert.
-4. Install access port over "D" Box with precast concrete or equivalent
watertight riser within 6" min. of final grade.
;DESIGN
DESIGN DATA
1. REQUIRED FLOW: 3 - BEDROOMS X 110 - GPDIB.R = 330 - GPD
2. SEPTIC TANK CAPACITY: 330 - GPD X 2 = 660 -GPD
USE (1)1500 - GALLON SEPTIC TANK (H-10)
3. LEACH FACILITY DESIGN: (2) 32.65'X 3.00'X 1 AT LEACHING TRENCHES
(5 X 6.33) + 1.0'= 32.65 L.F. PER ROW
32.65 LF X 8.9 SFILF = 290.58 SF
290.58 SF X 2 - TRENCHES = 581.16 SF
581.16 SF X 0.74 GPD = 430.05 GPD
CONSTRUCTION NOTES 430 - GPD PROVIDED > 330 - GPD REQUIRED
1. CONTACT OFFICE (508) 432-2878 A MINIMUM OF 2 - DAYS PRIOR TO START OF
PROJECT. FAILURE TO NOTIFY OFFICE MAY CAUSE DELAY IN INSPECTION RESERVE AREA:100%
PROCESS.
2. PUMP & FILL NORTHERN CESSPOOL. PUMP & REMOVE PRIMARY CESSPOOL. THE USE: (1)1500 -GALLON SEPTIC TANK (H-10)
CONTRACTOR SHALL LOCATE PUMP AND FILL ANY ADDITIONAL CESSPOOLS
LOCATED ON PROPERTY. (1) DISTRIBUTION BOX (DB -31H-10)
3. PLACE A TWO WAY CLEAN OUT BETWEEN THE FOUNDATION AND SEPTIC TANK. (2) ROWS OF 5 - CULTEC RECHARGER 180HD (SET AT 9.0' APART)
PLACE A CONTROL BOX COVER OVER THE CLEAN OUT CAP. 2 - LEACHING TRENCH INSPECTION PORTS, WITH COVERS TO GRADE
4. A SOIL OVER -DIG INSPECTION OF THE PRIMARY CESSPOOL AREA IS REQUIRED 4" PVC VENT WITH "MUSHROOM" CHARCOAL FILTER.
PRIOR TO PLACEMENT OF FILL. THE DESIGNER SHALL OBSERVE THE PROPOSED
LEACHING AREA SOIL PROFILES PRIOR TO PLACEMENT OF LEACHING
COMPONENTS.
5. ALL INSPECTION PORT AND ACCESS RISERS ARE REQUIRED TO BE INSTALLED.
6. CONTRACTOR SHALL PLACE VENT PER PLAN OR IN AN AREA TO BE LOCATED BY
THE PROPERTY OWNER. VENT IS REQUIRED TO HAVE A CHARCOAL FILTER.
7. A FINAL INSPECTION IS REQUIRED PRIOR TO BACK -FILLING COMPONENTS.
8. LOAM, SEED AND REPAIR LAWN IRRIGATION AREAS IMPACTED BY CONSTRUCTION.
ALL ADDITIONAL LANDSCAPE CONSIDERATIONS SHALL BE BETWEEN THE
PROPERTY OWNER AND SEPTIC INSTALLER.
k�tr� r
(D Moran Engineering Associates, LLC
LEACH FACILITY
5-CULTEC RECHARGER 18OHD
-Control Box4'. or 6': PVC PULL_.CAP, .END CAP OR CLEAN-OUT.
To GrSLOPE / ade /- 6' SCH. 40 PVC OR
MIN 2% `SDR -35 PVC PIPE RISER
MIN. 9' COVER
INSPECTION PORTS - 2
MAx 36' COVERI t_ � FILTER FABRIC
II. EL:47.10 t.
6.33' EACH UNIT (INSTALLED)
32.66' LENGTH INSTALLED I .6.60'
T �
CULTEC CROSS SECTION
NATIVE SOIL—',
NO WATER ENCOUNTERED
ALTER FABRICr"c
j.``,w .: f NOTES FOR CULTEC
TITLES APPROVED FILL
1.) Must be a Cert.Cultec Installer.
2.) Cultec No. 410 Filter Fabric or equal
approved by Cultec required.
PIPE AT INVERT
-PROPOSED VENT
14" 20.5"
INVERT
100 ' u SIC
1.) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W=LE 5 OF THE SANITARY CODE &
ANY APPLICABLE REGULATIONS.
2.) PRIOR TO BACK FILLING THE INSTALLATION, THE DESIGNER & HEALTH AGENT SHALL BE NOTIFIED FOR
INSPECTION.
3.) ANY ALTERATIONS OF THIS DESIGN MUST BE APPROVED BY THE DESIGNER & BOARD OF HEALTH, IN
WRITING.
4.) SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER.
5.) THE INSTALLER IS TO VERIFY THE LOCATIONS) OF UTILITIES, CESSPOOL(S) AND SEWER INVERTS PRIOR
TO CONSTRUCTION.
6.) ALL UNSUITABLE MATERIAL WITHIN 5 FT: IN ALL DIRECTIONS FROM THE SOIL ABSORPTION SYSTEM
SHALL BE REMOVED & REPLACED W/CLEAN, COARSE SAND.
7.) ALL FILL MATERIAL UTILIZED FOR THE SOIL ABSORPTION SYSTEM SHALL BE CLEAN, COARSE SAND FREE
FROM DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE OF LESS THAT 2 MIN./IN. BEFORE &
AFTER PLACEMENT.
8.) EXISTING CESSPOOL(S) TO BE PUMPED AND BACK FILLED PER TITLE 5 ABANDONMENT PROCEDURES.
9.) DURING INSTALLATION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SAFE EXCAVATION AREA.
10.) GROUND COVER OVER SEPTIC SYSTEM COMPONENTS SHALL NOT EXCEED 36".
11.) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM
SLOPE OF 4" DIA. SCH 40 PVC SHALL NOT BE LESS THEN 0.01 FT/FT.
12.) WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WITHIN
10' OF THE PROPOSED S.A.S.- PIPES SHALL BE CLASS 150 PRESSURE PIPE & SHOULD BE PRESSURE TESTED TO
ASSURE WATER TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT.
13.) PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS.
46 Deacon Street
South Yarmouth, MA
PREPARED FOR:
Jeremy & Jessica Giard
ASSESSOR'S SCALE:
MAP: 079 jygt Scale
PARCEL: 159 to
DATE:, ....., :'d
6/10/15 SHEET •.2 4g 2
Moran Enginearihq Associates, LLC
941 Main St.,`Harwich, MA,.
PQ -,Box 183, S. Harwich, MA 02661
508-432-287& -.