HomeMy WebLinkAboutEngineered Plans - Rev. 2016Wells not shown exceed 150' from the proposed SAS
BENCHMARK: EL. 52.73 (ASSUMED)
TOP OF CONCRETE SILL
PUMP 8 RETAIN EXIST.
1500 GAL. SEPTIC TANK
1. SOIL ABSORPT/ON SYSTEM FLOOR TO ADJUSTED H/GH GROUND
WATER ELEVATION.• M/W-29 ZONE A ON /0//4//4 AT 9.7/ =
Z P ADJUSTMENT. PER LOCAL APPROVING AUTHORITY
(3/29//6) A l.2' ADJUSTMENT MAY BE USED. A VARIANCE OF
1.5' IS REQUESTED.
SCALE l = 50
0 30 60 90
Moran
51.92 "
CB/DH/FND 51,24
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY; due to State and Local septic variances.
Board. of Health review and approval is required for
:any; future additions/ren ova tions/alterations to
sewage facilities anal/or structures/dwelling,
L 0T /d
25,162 SF f moo- C
a 57 ACdn
t
cP
O '
t)F •.• j f 52.16 ;; 06 is"'�
.••�vj0� S
49
Z.• v
52.29/
O
10
V h
Al
��\� ��\��� � ! OCL �L •• / ,
48—HOUR
►1A
Is
Yarmouth Heallh Department
APPRQ V ED/*/usf
Dining LBedrm
Area
m° 'r
PROPOSED 1500 - GALLON
65 0� 9g
MONO. PUMP CHAMBER
'
N
2
tS
52.52/
Rm
PROPOSED CONTOUR
52.38
52.0
52.t,�••FDGF �'•
PROPOSED LEACH/NG FIELD
.0p J 0.-
•.30.5'
50. 5'LONG BY /B. 0' WIDE
CUL TEC CONTACTOR /00HD 52;51
Area
SEWAGE PLAN
52.
/
52.78
505%%
<<
�\v�i
CB/DH/FND / `
52.08 aep
i-CU.FT peg
TH I THRUST �
BLOCK
PROPOSED 40 NIL. POLY
O�Op4�
p0
Gc
LINER EL. 51. B TO EL. 48.8
_
• BM
G
52.02'Tib•
PROPOSED 5.0' OVER -DIG ' •
`
X '
TO MIN. EL. 49.80 �� 52 20
j
TPERC
EST
S, BOO 5, 43
\
51.74 ,.
\
(i)5,
GARDEN
s ,
AREA
'= 52.64
\
6' \
'a��
VARIANCE REQUEST
3/0 CMR /5.405 (1) (A) / DEPTH TO GROUNDWATER
1. SOIL ABSORPT/ON SYSTEM FLOOR TO ADJUSTED H/GH GROUND
WATER ELEVATION.• M/W-29 ZONE A ON /0//4//4 AT 9.7/ =
Z P ADJUSTMENT. PER LOCAL APPROVING AUTHORITY
(3/29//6) A l.2' ADJUSTMENT MAY BE USED. A VARIANCE OF
1.5' IS REQUESTED.
SCALE l = 50
0 30 60 90
Moran
51.92 "
CB/DH/FND 51,24
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY; due to State and Local septic variances.
Board. of Health review and approval is required for
:any; future additions/ren ova tions/alterations to
sewage facilities anal/or structures/dwelling,
L 0T /d
25,162 SF f moo- C
a 57 ACdn
t
cP
O '
t)F •.• j f 52.16 ;; 06 is"'�
.••�vj0� S
49
Z.• v
52.29/
O
10
V h
Al
��\� ��\��� � ! OCL �L •• / ,
48—HOUR
►1A
Is
Yarmouth Heallh Department
APPRQ V ED/*/usf
Dining LBedrm
Area
m° 'r
Y
Living
-----52
oBedrmBedrn
Rm
PROPOSED CONTOUR
----N
2nd
FLOOR
Dining
r
FIVE FOOT SOIL OVER—DIG
Bedrm
Area
SEWAGE PLAN
m
Y
OF 4(43
MICHAEL
S.
LADUE
No. 37500
P
�FSS\o� a
Rm
E
Bedrm m
1st FLOOR
RICHARD
Date
ye � •
o ( Lewis
N 1 Pond
,Is 1 Seo G L
y 14 Rd 4//
Cope
° Rd
Nantucket
Sound
LEGEND
3 Baldwin Lane
West Yarmouth, MA
Garage
PREPARED FOR:
Launie Nominee Trust
9 Birch Woods Drive
Beverly, MA 01915
Deed CTF: 626956
Moran Engineering Associates, LLC
P.O. Box 183
South Harwich, MA 02661
508-432-2878
MAP: 17 PARCEL: 12 SCALE: 1"
= 30'
JOB NUMBER: 14-161 1
SHEET: 1 of 2
TEST HOLE
"D" BOX
PROPOSED PUMP CHAMBER
EXISTING SEPTIC TANK
-----52
EXISTING CONTOUR
r5_2_51
PROPOSED CONTOUR
----N
WATER LINE
OH
OVERHEAD UTILITY LINE
FIVE FOOT SOIL OVER—DIG
HYDRANT
SITE AND
SEWAGE PLAN
3 Baldwin Lane
West Yarmouth, MA
Garage
PREPARED FOR:
Launie Nominee Trust
9 Birch Woods Drive
Beverly, MA 01915
Deed CTF: 626956
Moran Engineering Associates, LLC
P.O. Box 183
South Harwich, MA 02661
508-432-2878
MAP: 17 PARCEL: 12 SCALE: 1"
= 30'
JOB NUMBER: 14-161 1
SHEET: 1 of 2
EXISTING SEPTIC TANK
MANHOLES WIN COWER TO GRADE To BE LOCAIED OVER
OUTLET COVER R SMART FILTER: Com is REQUIRED TO BE
LOCKING CR BOLTED TO RISERS EFFLUENT FLM IS REQUIRED
TD BE FITTED WTTH AN "MOM HANDLE TO WITHIN tY OF
THE ACCESS COVER.
EFFLUENT FILTER
ALARM
TOP OF EL 52.00
FOUNDATION
EL.53.25 COVERS TO BE WITHIN 6' OF GRADE
- POWER SUPPLY FOR �
ALARM I EL
EFFLUENT FILTER
Zabel A100- 8 x 18
W/ FILTER ALARM
PROPOSED PUMP CHAMBER
MANHOLES " COVERS TO GRADE TO BE LOCATED OVER PUMP
FLOATS, 6: PPE MON FON MAINTENANCE PURPOSES ITZYYERS
ARE REQUIRED TO BE LOC=G OR BOLTED 70 RISERS
SEPARATE ELECTRIC
LINES TO PUMP AND
FLOATS c. ce M I
3't
6" BASE CRUSHED STONE
"D" BOX
DB -9 Low Profile
EL 52.60
I
I EL 52.60
4' SCI.40 P.V.L.
CHIE&VALVE
GATE -VALVE EL 51.70
EL 51.50
�-2' PVC OUTLET
\ EL 50.00
5/16" DRAIN HOLE
27' - ALARM LEVEL
21' - PUMP ON
18" - PUMP OFF
56't
LEACH FACILITY
CULTEC CONTACTOR 100HD
4' SCH 40 PVC OR RISER\--\SDR-35 PVC PIPE4' PVC END CAP, END PLUG OR CLEANOUT.
``e sIIs eIIs oIIe IIISIIs eIIs elIslIelIs s In
esmoocolI ol�',, -�-
�t7.5' EACH UNIT (INSTALLED)
110' t LONGEST RUN 30.5' LENGTH INSTALLED 15.02'
4 t SHORTEST RUN
NOTES FOR CULTEC EL 45.78
1.) Must be a CerLCUltec Installer, ADJUSTED HIGH GROIMD WATER
2.) Cultec No. 410 Filter Fabric or equal approved by Cultec required. PER LOCAL APPROVING AUTHORITY
RUN FILTER FABRIC BELOW THE LENGTH OF
FIRST UNITS TO ACT AS A SPLASH GUARD
EXISTING
SEWER LINE
"D" BOX NOTES CULTEC CROSS SECTION
SOIL
MOTTLING
NOT TO SCALE
BELOW SLAB
a•
7.5YR 3/2
f
r
EL 50.00
EXISTING
e:
CAST PON
ALL EXTERIOR WIRING IS TO BE PLACED IN CONDUIT.
LME & TEE
- POWER SUPPLY FOR �
ALARM I EL
EFFLUENT FILTER
Zabel A100- 8 x 18
W/ FILTER ALARM
PROPOSED PUMP CHAMBER
MANHOLES " COVERS TO GRADE TO BE LOCATED OVER PUMP
FLOATS, 6: PPE MON FON MAINTENANCE PURPOSES ITZYYERS
ARE REQUIRED TO BE LOC=G OR BOLTED 70 RISERS
SEPARATE ELECTRIC
LINES TO PUMP AND
FLOATS c. ce M I
3't
6" BASE CRUSHED STONE
"D" BOX
DB -9 Low Profile
EL 52.60
I
I EL 52.60
4' SCI.40 P.V.L.
CHIE&VALVE
GATE -VALVE EL 51.70
EL 51.50
�-2' PVC OUTLET
\ EL 50.00
5/16" DRAIN HOLE
27' - ALARM LEVEL
21' - PUMP ON
18" - PUMP OFF
56't
LEACH FACILITY
CULTEC CONTACTOR 100HD
4' SCH 40 PVC OR RISER\--\SDR-35 PVC PIPE4' PVC END CAP, END PLUG OR CLEANOUT.
``e sIIs eIIs oIIe IIISIIs eIIs elIslIelIs s In
esmoocolI ol�',, -�-
�t7.5' EACH UNIT (INSTALLED)
110' t LONGEST RUN 30.5' LENGTH INSTALLED 15.02'
4 t SHORTEST RUN
NOTES FOR CULTEC EL 45.78
1.) Must be a CerLCUltec Installer, ADJUSTED HIGH GROIMD WATER
2.) Cultec No. 410 Filter Fabric or equal approved by Cultec required. PER LOCAL APPROVING AUTHORITY
RUN FILTER FABRIC BELOW THE LENGTH OF
FIRST UNITS TO ACT AS A SPLASH GUARD
ELEV.
5208
PUMP CHAMBER DETAIL
"D" BOX NOTES CULTEC CROSS SECTION
SOIL
MOTTLING
NOT TO SCALE
51.33
E ECTRICAI NOTES: AN E ECTRICAL PERMIT IS REQUIRED
7.5YR 3/2
I. WHEN SYSTEM IS DOSED OR SLOPE OF INLET
Granula
PUMP: USE 1500 -GALLON PUMP
PIPE EXCEEDS 0.08'/FT. INSTALL INLET TEE 9" MINIMUM COVER
ALL EXTERIOR WIRING IS TO BE PLACED IN CONDUIT.
CHAMBER MONO TANK
CUT-OFF ONE INCH ABOVE OUTLET INVERT.
43.08
SHOREY MFG.
Z5Y 6f4
GWE - 90'
(El. 44.58)
Loose, single grain
2. INSTALL OUTLET PIPES LEVEL 2 FEET
SHOREY PUMP CHAMBER
ALARM IN HOUSE ON SEPARATE CIRCUIT
MINIMUM. FILTER FABRIC
CYCLES REWIRED PER DAY - e
4'f
BUOYANCY CALCULKnONS
3. PROVIDE A MINIMUM SUMP OF 6" BELOW TITLE 5 APPROVED FILL -
DOSE VOLUME PER CYCLE REWIRED - 110 GALLONS
OUTLET INVERT.
10.17'X 6.08'X 2.26'= 139.74 ft"
DOSE VOLUME PER CYCLE PROVIDED - 110 GALLONS
4. INSTALL ACCESS PORT OVER "D" BOX WITH FILTER FABRIC
62.4 IbS/ft' x 139.74 ft = 8,719.7 Lbs uplift
PRECAST CONCRETE OR EQUIVALENT AT FLOOR OF
FIRST UNITS
PUMP: MYERS SRM -4
WATERTIGHT RISER WITHIN 6" MIN. OF FINAL
11,833 lbs provided > 6,720 lbs uplift
GRADE, PIPE AT INVERT
DEEP HOLE LOGS
DESIGN
GENERAL NOTES
1.) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE W(i71LE 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.
DATE: 11/5/14DESIGN
DATA
4.) SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER.
DEEP OBERVA71ON HOLE I 1 TEST BY: RICK JUDD TIME: 03:00
5.) THE INSTALLER IS TO VERIFY THE LOCATTON(S) OF UTB-11TES, CESSPOOLS) 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/CIEAN,
ELEV.
5208
From
Sur/eoe HOR. TEXTURE
OR
(MUNSELL)
SOIL
MOTTLING
STRUCTURE
CONSISTENCY, OTHER
51.33
r Ap Loamy Sand
7.5YR 3/2
NO
Granula
4983
2r BW Loamy - Me6um Sand
7.5YR 414
NO
Very Friable
43.08
106' C Medium Sand
Z5Y 6f4
GWE - 90'
(El. 44.58)
Loose, single grain
Bot. of Perc: 54" in C layer
RATE. < 2 MINANCH (24 gallons in 6 min. 50 sec.)
WITNESS: A. Von Hone, YHD
1. REQUIRED FLOW 6 BEDROOMS X 110 GPDB.R = 660 GPD 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 MINJIN. BEFORE & AFTER PLACEMENT.
2. SEPTIC TANK CAPACITY 660 GPD X 2=1320 GPD 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
USE (1)1500 - GALLON (EXISTING) SEPTIC TANK 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 FTRT.
3. LEACH FACILITY DESIGN: 12.) WHEREVER SEPTIC LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WITHIN 10' OF THE PROPOSED SAS: PIPES SHALL
24-CULTEC CONTACTOR 10OHD (6 -ROWS OF 4 -UNITS) = 183 LF. 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.
183 LF. X 5.0 SF/LF = 915 SF.
915 SF X 0.74 GPD/SF = 677.1 GPD. CONSTRUCTION NOTES
PER MASS DEP. STANDARD CONDITIONS FOR ALTERNATIVE SOIL
ABSORPTION SYSTEM WITH GENERAL USE CERTIFICATION AND/OR 1. CONTACT OFFICE (508) 432=2878 MINIMUM OF 2 -DAYS PRIOR TO START OF PROJECT.
ESTIMATED HIGH GROUNDWATER CALCULATION APPROVED FOR REMEDIAL USE (12/17/13). 2. THE EXISTING SEPTIC TANK REQUIRES PUMPING PRIOR TO CONSTRUCTION. RAISE SEPTIC
(USGS/CCS METHOD) TANK & PUMP CHAMBER METAL OUTLET COVERS (BOLTED) TO GRADE. RAISE SEPTIC
INDEX WELL: # MIW 29 ZONE: A TANK INLET COVER, PUMP CHAMBER INLET COVER AND DISTRIBUTION BOX COVERS TO
677 GPD PROVIDED > 660 GPD REQUIRED WITHIN 6" OF FINISHED GRADE. LEACHING FIELD REQUIRES FOUR INSPECTION PORTS WITH
DATE OF READING: 10/14/14 DEPTH TO GROUNDWATER: 9.71 x IRRIGATION CONTROL BOX COVERS TO FINISHED GRADE.
GROUNDWATER LEVEL ADJUSTMENT: 2.70-!"
ACTUAL GROUNDWATER LEVEL @ SITE EL= 44.58 USE: 6=ROWS OF 4-CULTEC CONTACTOR 100HD. SET CHAMBERS SIDE BY 3. LOAM AND SEED LAWN IMPACT AREAS. A FINAL GRADE INSPECTION IS REQUIRED.
ESTIMATED (MA)) HIGH GROUNDWATER LEVEL EL=47:28 SIDE. COVER ENTIRE FIELD WITH CULTEC 410 FILTER FABRIC. BACKFILL 4_ SEPTIC TANK INSPECTIONS: EFFLUENT FILTER WITH SMART ALARM (LOCATION TO BE
LOCAL AUTHORITY ESTIMATED (MA)) HIGH G.W. LEVEL EL=45.78 TO THETOP OF COMPONENTS WITH CLEAN TITLE 5 FILL. PROVIDE 4 NOTED ON CONTRACTORS AS -BUILT CARD).
INSPECTION PORTS PER PLAN. INSPECTIONS PORTS ARE REQUIRED TO 5. PUMP CHAMBER: EXTEND INLET TEE TO WITHIN 1.0' OF THE FLOOR OF THE CHAMBER.
HAVE IRRIGATION CONTROL BOX COVERS TO GRADE. ALARM CONTROLS ARE NOT BE CONNECTED TO THE PUMP FORCE MAIN. ALARM CONTROLS
s TO BE ON A SEPARATE HANGER OR POLE. 2" FORCE MAIN TO EXIT THROUGH OUTLET
RISER. PUMP CHAMBER IS REQUIRED TO BE WATER TESTED MATH HEALTH DEPARTMENT
AND DESIGNER PRESENT.
6. ONE CUBIC FOOT OF THRUST BLOCKING IS REQUIRED AT ALL FORCE MAIN ANGLE
POINTS.
02015 Moron E.0 -bo Asex0lm LLC 7. DISTRIBUTION BOX IS TO BE A DB -9, LOW PROFILE.
suBlEcr:
3 Baldwin Lone
West Yarmouth, MA
PREPARED FOR:
Launie Nominee Trust
ASSESSOR'S
SCALE:
MAP: 17
Not to Scale
PARCEL: 12
DATE:
2/5/15 & 3/29/16
SHEET 2 of 2
Moran Engineering Associates, LLC
941 Main St., Harwich, MA
PO Box 183, S. Harwich, MA 02661
508-432-2878