HomeMy WebLinkAboutEngineered Plans - 2015FIVE FOOT SOIL OVER -DIG TO
PROPOSED SEPTIC TANK EL. 45.5 t OR A CLEAN SAND i
1500 -GALLON (H-/0)
40 MIL. POLY LINER O \ CB/DH/FND
48.56
EL. 4 9. 1 TO EL. 4 7. 1
REROUTE PLUMBING LINE 0
PLUMBING PERMIT REQUIRED ` `s
0.
TWO WAY CLEANOUT t T.O. jHWT -4
E� TO GRADE \ SET �.7.92�
. 9ti��
LOT J� ` �
38.4 \
' g'j I ? m ` F
00
12,865 S� t �
EXISTING
SEPTIC SYSTEM
VARIANCE REQUEST \ ;
0
3/0 CMR /5.4 05 0) (B) I DEPTH TO GROUNDWA TER �4i
I. SOIL ABSORPTION SYSTEM FLOOR TO ADJUSTED HIGH VO. SOS
GROUND WATER El EVA TION- MIW-29 ZONE A ON B12015 AT
9.2 = 2.3' ADJUSTMENT. PER LOCAL APPROVING AUTHOR/TY 49
(/0/23//5) A 1.3' ADJUSTMENT TO BE USED. • A YAR/ANCE
OF 1.0' /S REQUESTED.
cj0
RICHARD
J.
Pa
48-HOUR PRE -CONSTRUCTION NOTIFICATION IS
Q 2015 MORAN ENGINEERING ASSOCIATES., LLC.
BENCHMARK: EL. 46. /0
- ASSUMED DA TUM -
T. O. THRESHOLD
25
PROPOSED LEACHING FIELD
CUL TEC CONTACTOR 100H0
s. SET ROWS AT 1.0' APART
4 valid for REPAIR OF SEPTIC SYSTEM
S\0 O NLY. due to State and t Ocal septic variances.
4 Board. of Health review and approval is required for
any future add itionshen ON, ations/alterations to
sewage facilities. and/or structu es/dwelling.
Yarmouth HeaUh Department
APPRUV EIXV'/W-/*
ENOme Date
WELLS NOT SHOWN EXCEED 150' FROM THE PROPOSED SAS
LE_
TEST HOLE
O EXISTING SEPTIC
"D" BOX
EXISITING WELL
y PROPOSED WELL
0 o SEPTIC TANK
EXISTING CONTOUR
F5701 PROPOSED CONTOUR
W WATER LINE
OH OVERHEAD UTILITY LINE
UG UNDERGROUND LINE
714 HYDRANT
SITE AND SEWAGE PLAN
LOCUS:
8 Sioux ROAD
WEST YARMOUTH, MA.
PREPARED FOR:
BERTHIAUME & WHEELOCK
34 HUDSON STREET
NORTHBOROUGH, MA 01532
NOTES:
PLAN REF. LCP 22713B
Moran Engineering Associates, LLC
P.O. Box 183
South Harwich, MA 02661
508-432-2878
MAP: 24 PARCEL: 113
JOB NUMBER: 15-145 SCALE: I„ _ 20,
DATE: 10/16/15 SHEET: I OF 2
SEPTIC TANK
EL. 51.10
COVERS TO BE WITHIN 6' OF GRADE
DEEP HOLE LOGS
DATE: 8/13/15
DEEP OBERVATION HOLE #2 TEST By: RICK JUDD TIME: 13:00
48.408.40
SEPTIC TANK NOTES
(MYSELL)
1. Extend inlet tee 10" min, below flaw line; extend
1. Plumbing permit is required. Reroute
outlet tee 14" below flow line.
existing plumbing to exit dwelling at proposed
Provide manholes over center of tank,
elevation. Provide a two way clean out cap to
inlet and ouet with readily removable impermeable covers.
in outl20"et
grade between the dwelling and septic tank.
10' A/E Loamy Sand
10YR 413
3. Install access port over inlet and outlet
Granular
with precast concrete or equivalent watertight
34' Bw Loamy Fine Sand
riser within 6" min. of final grade.
DEEP HOLE LOGS
DATE: 8/13/15
DEEP OBERVATION HOLE #2 TEST By: RICK JUDD TIME: 13:00
48.408.40
'ELIEV FRWE NOR. TMTJ
(MYSELL)
MOTTLING
CONSISTENCY, OTHER
47.98
5" 0 Organic
WA
NO
Organic
47.57
10' A/E Loamy Sand
10YR 413
NO
Granular
45.57
34' Bw Loamy Fine Sand
7.5YR 4/6
NO
Very Friable
38.40
120' C Fine Sand
2.5Y 6/4
gwe @ 80'
Loose 8 single grain
BOT. OF PERC: 56' (( 9' AT 15:00)
RATE., ( 2 MIN/INCH
WITNESS: AMY vow HONE, R.S., YARmwrH HEALTH DEPARTMENT
ESTIMATED HIGH GROUNDWATER CALCULATION
(USGSICCS METHOD)
INDEX WELL: #MIW-29 ZONE: A
DATE OF READING: 8/2015 DEPTH TO GROUNDWATER: 9.20
GROUNDWATER LEVEL ADJUSTMENT: 2.30'
ACTUAL GROUNDWATER LEVE ,SITE EL--'- "41.73
ESTIMATED (MAX) HIGH GROUNDWATER LEVEL EL` ' 44.03
LOCAL AUTHORITY ESTIMATED (MAX) HIGH GROUNDWATER LEVEL EL= 43.03
Q 2015 MORAN ENGINEERING ASSOCIATES, LLC
ACCESS PORT COVER TO���
WITHIN 6' OF GRADE
"D" BOX NOTES
1. When system is dosed or slope of inlet pipe
exceeds 0.WIft. install inlet tee art -off one
inch above outlet invert
2. Install outlet pipes level 2 feet minimum.
3. Provide a minimum sump of 6" below 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
DESIGN FLOW. *2 -BEDROOMS AT 110 GPD = *220 GPD
*330 GPD MIN DESIGN PER TITLE 5.310 CMR 15.203 (1).
SEPTIC TANK., 330 GALLONS AT 200'/ = 660 GALLON
USE: 1500 -GALLON SEPTIC TANK (H-10)
LEACHING AREA: 30.5'X 11.0' X 0.5' (STONE -LESS FIELD)
LEACH FACILITYDESIGN:
12-CULTEC CONTACTOR 100HD (3 -ROWS OF 4 -UNITS) = 91.5 LF.
91.5 LF X5.0 SRLF = 457.5 SF.
457.5 SFX 0.74 GPD/SF = 338.5 GPD,
338 GPD PROVIDED > 330 GPD REQUIRED
RESERVE AREA: 15'X 30'X 0.5' STONE FIELD =100%
LEACH FACILITY
CULTEC RECHARGER IOOHD
Irrigation Control Box 4' or 6' PVC PULL CAP, END CAP, END PLUG OR CLEANOUT.
6' SCH. 40 PVC OR
50 00 MIN 2% SLOPE SDR -35 PVC PIPE RISER
MIN, 9' COVER INSPECTION PORTS - 3
MAX 36' COVER tf;�
/- FILTER FABRIC
�f3NWZA
EL 48.55
E<. 48.05
6' t
NATIVE
7.50' EACH UNIT (INSTALLED)
(4 X 7.51) + 0.5' ADJ. FACTOR = 30.5' LENGTH INSTALLED 5 02'
FILTER FAST
TITLE 5 APPROVED F
CULTEC CROSS SECTION
GENERAL NOTES
6" 12.5"
INVERT 1
EL. 43.03
ADJUSTED HIGH GROUND WATER ELEVATION
PER LOCAL APPROVING AUTHORITY
NOTES FOR CULTEC
1.) Must be a Cert.Cultec Installer.
2.) Cultec No. 410 Filter Fabric or equal
approved by Cultec required.
1.) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W/IITLE 5 OF THE SANITARY CODE &
ANY APPLICABLE REGULATIONS.
2.) PRIOR TO BACK FH.LJNG 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 OTTIERWISE NOTED. THE MINIMUM
SLOPE OF 4" DIA. SCH 40 PVC SHALL NOT BE LESS THEN 0.01 Fr/Fr.
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
USE. 3 -ROWS OF 4-CULTEC CONTACTOR 100HD. SET CHAMBERS ONE ASSURE WATER TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTMENT.
FOOT APART. COVER ENTIRE FIELD WITH CULTEC 410 FILTER FABRIC. 13.) PLACE MAGNETIC MARKING TAPE OVER ALL COMPONENTS.
BACKFILL TO THE TOP OF COMPONENTS WITH CLEAN TITLE 5 FILL,
PROVIDE THREE INSPECTION PORTS PER PLAN. INSPECTIONS PORTS ARE
REQUfhkOt HAVE IRRIGATION CONTROL BOX COVERS TO GRADE.
CONSTRUCTION NOTES
I. CONTACT OFFICE (508 432 2878) A MINIMUM OF 48 -HOURS PRIOR TO START OF PROJECT
2. PUMPRUPTURE AND FILL EXISTING SEPTIC TANK AND LEACHING PIT; VERIFICATION INSPECTION IS REQUIRED
3. INTERIOR PLUMBING CHANGE PROPOSED. A PLUMBING PERMIT IS REQUIRED.
4. A FIVE FOOT SOIL OVER -DIG TO MINIMUM EL. 45.5 ± IS REQUIRED. A SOIL OVER -DIG INSPECTION IS REQUIRED PRIOR
f TO PLACEMENT OF TITLE 5 FILL
5. A FINAL COMPONENT INSPECTION IS REQUIRED PRIOR TO COVERING.
_. 6._ _.. LQAtN 7 SEED ALL LAWN IMPACT AREAS. A FINAL GRADING INSPECTION IS REQUIRED PRIOR TO CERTIFICATE OF
K14�'1
aWANCE ISSUANCE.
t . _ ,t
8 Sioux Road
West Yarmouth, MA
PRUARED FOR:
Berthiaume A Whoolock
ASSESSOR'S". SCALE:
MAP: 24 Not to. Scale
PARCEL: 113
I10/16/15 I SHEET 2.,of 2 I
Moran Engineering Associates, LLC
941 Main 5t., Horwich; MA
PO Box 183, S. Harwich, MA 02661
508-432-2878