HomeMy WebLinkAboutEngineered Plan - 2017ALWAYS DIG SAFE PRIOR TO .CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
2.5' DEEP IMPERVIOUS
BARRIER --90 L.F. OF
40 MIL VINAL BARRIER
OR EQUAL PROPOSED SEPTIC TANK IS 20" INTO OBSERVED 0.06
TOP BARRIER=TOP WATER TABLE --RECOMMEND TANK.BE INSTALLED
CHAMBERS=11.72,GRADE AFTER A SUMMER DRY SPELL.
ABOVE BARRIER=12.2 MIN.
FINISHED GRADE OF
MOUND TO BE AT A
MINIMUM 3:1 SLOPE BENCH MARK --TOP OF MAG.
NAIL SET= 10.00 ASSIGNED
(14'-2" OFF CENTER OF UTILITY POLE)
BENCH MARK --TOP OF SPIKE SET
DOWN 1"= 10.06 ASSIGNED
(17'-1" OFF CENTER OF CONC. BOUND)
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Q
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16'+
10 7
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x 10.3
I
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I
x 10,1
10.8
N /F
MORSE
REMOVE SHED _
5'
N /F
SWALE KENNEDY
x 9.8
-05
57'-6" 9.4
ALARM & PUMP NOTES
1. ALARM TO BE WIRED BY ELECTRICIAN ON
SEPARATE CIRCUIT FROM PUMP.
2. ELECTRICAL WORK TO BE INSPECTED BY
WIRING INSPECTOR.
3. ALARM TO BE LOCATED IN HOUSE.
4. PUMP TO BE CAPABLE OF PASSING
1-1/4" SOLIDS AND INSTALLED IN STRICT
CONFORMANCE WITH MANUFACTURER'S
SPECIFICATIONS.
5. USE MEYER SRM4, 4/10 HP PUMP, OR
EQUIVALENT.
6. TO PROVIDE FOR EASY AND SAFE
MAINTENANCE OF PUMP:
-PROVIDE UNION/DISCONNECT IN 2" PVC
LINE AT TOP PUMP CHAMBER SO PUMP
CAN BE REMOVED FROM TOP OF TANK.
-RECOMMEND FLOATS BE ATTACHED TO 2"
PUMP LINE SO. FLOATS CAN BE ADJUSTED
OUTSIDE CHAMBER.
x 9.5
9.7
150.7 x
x 9.7x -9=
s�,
10.1 x
24'
x 10,3
N /F
HOLGERSON _
9.7 -10
... 9.8`
/PAVED DRIVE
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O 10.3
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0 10.4
ld,.o :7.w 9,000±S.F.
t 9 9
10,4 x 10,3
+DEED INCLUDES LOT 15 PLUS ADJACENT 10' BRIDAL PATH
BUOYANCY CALC'S 2000 GAL. H -10 --MONOLITHIC W/BAFFLE
WEIGHT OF EMPTY TANK AND 6" OF COVER
TANK= 10.3 TON (PER SHOREY)
6" COVER=.5' X 6.83' X 12.83' X 0.055 TON/CU. FT.
6" COVER=2.41 TON
TOTAL= 10.3 TON + 2.41 TON = 12.71 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
(7.25-3.92) X 6.83' X 12.83' X 0.0312 TON/CU. FT.
WEIGHT WATER= 9.10 TON
TANK AND 6" COVER ARE HEAVIER BY 3.6 TON.
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY SEPARATION TO HIGH GROUNDWATER BY 1'.
310 CMR 15.212.
2. VARY 3" COVER OVER TANK. 310 CMR 15.228 (1)
3. NO RESERVE AREA IS SHOWN. 310 CMR 15.248 (REMOVE CLOGGED
SOIL AND REPLACE IN SAME LOCATION)
BDRM -I KITCH
BDRM I LVRM
NOTESV„U
LEGEND
ijj� T 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
x 9.5 x 12,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
2. ELEVATIONS SHOWN ARE ASSIGNED.
EXISTING CONTOUR
---
PROPOSED CONTOUR
3. LOCUS IS IN FLOOD ZONE AE ON .FIRM DATED .JULY 1.6, 2014.
UTILITY POLE (IF SHOWN)
®
EXISTING. DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
BDRM -I KITCH
BDRM I LVRM
NOTESV„U
INV. I r,-uo
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Nickerson.dwg
AN ORI REDS
1. LOCUS IS A.M. 25, PARCEL 163.
FB33/11 SB14/28
/�
P.
2. ELEVATIONS SHOWN ARE ASSIGNED.
T
ROUTE 28
3. LOCUS IS IN FLOOD ZONE AE ON .FIRM DATED .JULY 1.6, 2014.
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
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v m
5. MUNICIPAL WATER IS AVAILABLE_ LOTS WITHIN 100' ARE ON TOWN WATER.
m wAMPANOAG ROAD z
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
m a
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
m
8. 1F TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
0
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.rn
9. DEPTH OF COMPONENTS NOT TO 'EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT TO
COVERS: BUILD UP COVERS --2 TO GRADE ON TANK, 1 ON D -BOX, 1 ON LEACHING
SCALE
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN., 1/8 TO 1/2" PEA STONE ON TOP.LOCATION
11. 1E UNSUITABLE .SOILS, .OR .SOILS DIFFERING .FROM THE .SOIL LOG ARE FOUND,
MAP
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE 1
13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
DEPTH (inches) ELEV.(feet)
Invert 10.62 TEST HOLE DATE: May 4, 2017
0
/E layer 10yr 4/2
9.5
PERFORMED BY. Ron Cadillac, Soil Evaluator
sandy loam
8
WITNESSED BY: Amy Von Hone, RS, CHO
Invert 8.77
8„
8
PERC RATE: <2'-00"/inch (B layer)
�
. B layer 10yr 5/8
Exist. C. Iron SHOREY SOIL SURVEY(1993): Carver coarse sand
ID
loamy sand
2000 GAL. MONO GEOLOGIC MAP 1986: Harwich outwash plain deposits
28"0-
.In vert 8.74 1500 GAL 500 GAL Invert 8.25 Quick "Disconnect/
30"
7.0
Exist. C. IroriEPTIC/PUMP TANK Proposed Union 14 ADS 36LP CHAMBERS
MAKE FACTORY WATER -PROOF Use Gas Baffle
2 SECURED COVERS TO GRA E Filter** Invert 11.46
C layer 2.5y 6/6
S=1 �8"/ft-I- s" Cover DB6 Proposed
loamy med.. sand
PVC Top Units=11.72
Invert 8.50
Floots re lacable
S=1 /8"/ft 0 Filter Cloth
Proposed
- I P
from top
Alarm
1/4" Weep Tee Min. 3"
3" Max.
Ch Sanitary/z
Off -17"
elk 5.67 T Port
45"
_- observed water_
5.75
I I 3.92
3.8
84
2.5
I
I Bottom Invert 11.37 I 11.05
Invert 1.1.63
I
6" Stone or compact Proposed Proposed , 4 Bottom
I' I
3.5 21' - I i N i 2' I Bottom TH1=7.05
i----- 27'
t I t t�-
--2' 1.3' USGS AdJ'ustment
November 2009
**USE POLYLOK PL -122 FILTER, OR LARGER 9' Zone A
Observed Water=5:75
DESIGN DATA
BEDROOMS: 2* --
GARBAGE GRINDER: No LEACH AREA
REQUIRED CAPACITY: 220 GPD USE 14 ADS ARC 36LP (3.8" INVERT)
PROP. SEPTIC TANK/PUMP CHAMBER: 1500/500 GAL.
CHAMBERS
IN AN 11'-4" BY 20' BY 3.8" DEEP LEACHING
EFFECTIVE TRENCH LEACHING AREA: 331 SF
BED, AS SHOWN.
4.73 SF/LF X 5'/UNIT=23:65 S-F/UNIT
14 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) 5' REMOVAL
DESIGN CAPACITY: 245 GPD
[(331 SF) X .74 GPD/SF] DO A 5' WIDE ALL AROUND AND UNDER REMOVAL
PUMP CHAMBER STORAGE CAPACITY: 220 GAL DOWN 8"f TO THE B LAYER.
DOSES PER DAY: 2.1
DEN *REQUIRES DOCUMENT BE RECORDED AT REGISTR OF DEEDS
Permit valid for REPAIR 0F SF•:1'I'IC SVS -I -E
ONLY, due-.. to State and Local septic variances.
Board. of health revivAv and al lrroval is required for
any future additions/renovations/%Iterations to
sewage facilities and/or structut cs/dwelling,
Yarmouth Ilealth Department
SITE PLAN
FOR
FLOOR PLAN
NOT TO SCALE
THIS PLAN IS
A VALID COPY ONLY IF ITB . RS 'e
Uate-
AN ORI REDS
MP D SIGNATURE.
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NICKERSON
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RONALRONALD
JAMES JUNE 9>' 2017 SCALE
o o JAMES �,
CADILLAC " CADILLAC
# 1060 0 i # 35779
FGISTE�� ! O�FSS\0
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HEALTH AGENT APPROVAL DATE
YARMOUTH, MA
1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
02017 BY R.J. CADILLAC PAGE 1 OF 1