HomeMy WebLinkAboutEngineered Plan - Rev. 2017SECTION DETAIL - COMPONENTS
PROPOSED H-20NOT TO SCALE PROPOSED
EL 17 s5'
NOT
SOIL ABSORPTION SYSTEM
PUMP CHAMBER DISTRIBUTION BOX (1) 25' x 12' x 0.5' LEACH FIELD
C
TO GRADE' --
2- OF 1/8- TO 1/2- INSPECTI
f—DOUBLE WASHED PEASTONE PORT END
CAP
EXISTING 1,000 GALLON PROVIDE 1/4* WEEP HOLE
ME
--
SEPTIC TANK PROVIDE CHECK VALVE- EL 16 7' 3,
PROPOSED 1000 GALLON
H-20 PUMP CHAMBER EL. 1 3/4:
INSTALL GAS BAFFLE AT OUTLET EL. 16.97' DOUBLE WASHED EL. 110' 4.0'
(E�j BOUYANCY CALCULATIONS,
INSTALL EFFLUENT FILTER AT OUTLET
TANK WEIGHT. 14,500 LBS.
UPLIFT - 3.398 LEIS. EL. OBS. = 9.57' EL ADJ. = 12.07'
PUMP CHAMBER: VARIANCE REQUESTS: GROUND WATER ELEVATION
DESIGN CALCULATIONS ISENCHKARK USE (1) 1,000 GALLON H-20 SEPTIC TANK 310 CMR 15.211 REFERENCE WELL = MIW-26 ZONE B
P OF SURVEY NAIL IN PAVEMENT USE MYERS PUMP SRM4 4/10 HPC
EQUIVALENT 1. 5' FROM PROPOSED LEACH FIELD TO LOT LINE (PCL, 180) NOTES MARCH 2014 LEVEL = 8.18'
FLOW REE: IEL. 14.65' M.S.L.± FLOAT SETTINGS: PUMP ON = 14- PUMP OFF 12" (10' REQUIRED, 5' PROVIDED, 5' VARIANCE REQUESTED.) — ADJUSTMENT FACTOR = 2.5'
2 BEDROOM DWELLING = 220 G/P/D REQUIRED ALARM ON = 16" 1. PRECAST PUMP CHAMBER TO BE H-20 RATED. PRECAST
STORAGE CAPACITY PROVIDED = 666 GALLONS 2. 5* FROM PROPOSED LEACH FIELD TO LOT LINE (ROAD) DISTRIBUTION BOX MAY BE H-10 RATED.
(110 G/P/D PER BEDROOM x 2 BEDROOMS) MIMIMUM 4 CYCLES REQUIRED PER DAY (10' REQUIRED, 5' PROVIDED, 5' VARIANCE REQUESTED.) 2. ELEVATION DATUM IS FROM USGS QUAD MAP.
NO GARBAGE GRINDER ALLOWED MAXIMUM VOLUME REQUIRED PER DOSE CYCLE: 55 GALLONS 3. 2' FROM PROPOSED LEACH FIELD TO CATCH BASIN 3. MUNICIPAL WATER IS AVAILABLE.
SEPTIC TANK VOLUME PROVIDED PER DOSE CYCLE: 43.2 GALLONS (25- REQUIRED, 23'. PROVIDED, 2- VARIANCE REQUESTED.) 4. ALL CONSTRUCTION TO CONFORM WITH 310 CMR 15.000
220 G/P/D x 2 = 4-40 G/P/D REQUIRED CATCH ALARM TO BE WIRED ON SEPARATE CIRCUIT FROM PUMP 310 CMR 15.212 AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL
USE EXISTING 1000 GALLON SEPTIC TANK BASINS ELECTRICAL PERMIT IS REQUIRED 4. l' REDUCTION IN REQUIRED SEPARATION DISTANCE' OF CODES AND REGULATIONS.
SOIL ABSORPTION SYSTEM: PROPOSED BOTTOM OF FIELD AND ADJUSTED HIGH GROUNDWATER. 5. INSTALLER /CONTRACTOR
/CONTRACTOR TO REVIEW & VERIFY ALL
PERC RATE = <2 MIN/IN - CLASS I SOIL 5' LEACH FIELD PCL. 180 (5' REQUIRED, 4' PROVIDED, 1' VARIANCE REQUESTED) ELEVATIONS AND DETAILS AND REPORT ANY DISCREPANCIES
BOTTOM: (25)(12) *= 300 S.F. TO DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL
(300)(0.74) = 24:24 G/P/D PROVIDED RESPONSIBILITY.
5. INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
USE: (1) 25' LONG x 12' WIDE x 0.5' DEEP LEACH FIELD 15 15 1 3 WORK AREA, VERIFING ALL UTILITIES AND NOTIFYING
17 SAFE W
AS SHOWN IN DETAIL. 5' 100.00' DIG SAFE PRIOR TO CONSTRUCTION.
jD 7. ANY CHANGES TO OR DEVIATIONS FROM THIS PLAN MUST
FOR 2 BEDROOM DESIGN. BE APPROVED IN WRITING BY J.C. ELLIS DESIGN CO. AND
Vi PROPOSED BOARD OF HEALTH.
DRIVEWAY
REQUIRED CONTOUR 3. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3*
S,
173
DEEP HOLE DATA
*2 BEDROOM DEED RESTRICTION REQUIRED m 3H
TYP.PER 310 CMR 15.000.
SEPTIC ELLIS, TANK t 9. EXISTING LEACH AREA TO BE REMOVED AND REPLACED WITH
CLEAN MEDIUM SAND.
WITNESSED BY: AMY VAN HONE, YARMOUTH B.O.H.
WW 10. ALL COMPONENTS TO BE PROVIDED WITH WATERTIGHT
-
TEST DATE: APRIL 2, 2014 >
ACCESS PORTS WITHIN 6" OF FINISH GRADE.
46"
DECK EXISTING x 11. ALL SEPTIC TANKS, DISTRIBUTION BOXES AND PIPING TO
" , I
v G' BE INSTALLED WATERTIGHT.
DEQ ELEV. DWELLIN 12. NO KNOWN WELLS EXIST WITHIN 100' OF PROPOSED
/
A
LOAMY SAND
10YR3/1
E
MEDIUM SAND
10YRS/2
8
LOAMY SAND
I DYR4/6
C
MEDIUM SAND
IOYR5/8
PERC.0 30"
<2 MIN./IN.
PCLLEACH AREA
. 1 —4
'EL 16.8' 13. EXCAVATE ALL UNSUITABLE SOIL AS NECESSARY 5' AROUND
Al 0
Ci AND UNDER S.A.S. DOWN TO C LAYER AND REPLACE WITH
15.04' --i /CLEAN MEDIUM SAND.
"
10 7 V' 14. PROVIDE 40 MIL POLY FLOW BARRIER AROUND INSIDE OF
... .'
RETAINING WALL AND AROUND S.A.S. FROM EL 17,2'
z
DOWN TO EL 14.0'.
14.62' n 15. PUMP CHAMBER TO BE PLACED ON COMPACTED STABLE BASE.
PUMP CHAMBER TO BE INSTALLED WATER PROOFED.
DRIVEWAY
PROPOSED 16. LEACH AREA TO BE PROVIDED WITH AT LEAST ONE
i,3z7, EXISTING LEACH INSPECTION PORT CONSISTING OF A PERFORATED FOUR INCH
PUMP CHAMBER CH S z -
AREA IN LOCATION loo LOT 23 1 PIPE PLACED VERTICALLY DOWN INTO THE STONE TO THE
OF PROPOSED LEACH > NATURALLY OCCURING SOIL OR SAND FILL BELOW THE STONE.
6,500 S.F.± Z THE PIPE SHALL BE CAPPED WITH A SCREW TYPE CAP AND
FIELD (REMOVE) TH#1 ACCESSIBLE WITHIN 3" OF GRADE.
4 r% r% C6 O m a 5 nN
WATER ENCOUNTERED* 75'
EL 9.57'
PROPERTY OWNER AND 15 PCL. 178 5' EXCAVATION 6' 31.0, FLOW PCL. 175 SEPTIC SYSTEM UPGRADE PLAN HYD
LOCUS MAP CONTRACTORS TO VERIFY BARRIER J.C. ELLIS DESIGN
ALL WATER LINES AND GAS 9 ARC HIE ROAD
SUBJECT:
UTILITIES ON PROPERTY. DISTRIBUTION BOX
LOCUS
YARMOUTH, MA
opl��
ARCHIE RD
PREPARED FOR.
JOHN W. MONAGHAN JR.
684 SCHOHARIE TURNPIKE
LEACH DISTRIBUTION BLOCK RET. DUANESBURG, NY 12056
>- DUFFY RD -1� FIELD. WALL (SPECS TO
0 INSPECTION LINE TYPA
ASSESSOR'S
PORT BE PREPARED BY SCALE: 1"=20'
OTHER) P.O. BOX 81 MAP 39 PARCEL 179
28
LADUE LAND SURVEYING NORTH EASTHAM, MA 02651
JASON C. 'lItLLIS, R.S. MICHAEL U E, P. L. S . 51 CAPTAIN'S VILLAGE LANE (508)240-2220 DATE: APRIL 2, 2014 SHEET 1 OF 1
NOT TO SCALE BREWSTER, MA 02631 jasonCjcellisd6sign.com REV: JULY 17, 2017
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