HomeMy WebLinkAboutEngineered Plans - Rev. 2016LOCUS MAP
WILLOW ST
pad 5 TOP OF
!1� GROVE ST m FOUNDATION
MELVA ST
EVERGREEN ST
DANBURY ST
EL. 6.80'
LOCUS
NOT TO SCALE
DESIGN CALCULATIONS
FLOW RATE:
EXISTING 1 BEDROOM DWELLING = 110 G/P/D REQUIRED
(110 G/P/D PER BEDROOM x 1 BEDROOM)
MINIMUM 3 BEDROOM DESIGN REQUIRED DISTRIB
NO GARBAGE GRINDER ALLOWED BOX
SEPTIC TANK:
110 G/P/D x 2 = 220 G/P/D REQUIRED
USE 1500 GALLON SEPTIC TANK
SOIL ABSORPTION SYSTEM:
PERC RATE = <2 MIN/IN — CLASS I SOIL DISTRIBTU
BOTTOM: (28)(12) = 336 S.F. LINE TYP.
(336)(0.74) - 248.64 G/P/D PROVIDED
USE: (1) 28' LONG x 12' WIDE x 0.5' DEEP
LEACH FIELD AS SHOWN IN DETAIL.
DEEP HOLE DATA
PERFORMED BY: JASON C. ELLIS, R.S., S.E.
WITNESSED BY: AMY VON HONE, HYARMOUTH BOH
TEST DATE: MARCH 31, 2016
Perm,it valid for REPA
ONLY; due to State a
DEPTH �• Board of Health review
0.0r
1
3.2
e.to any. future addition
sewage facilities, and/or st
Y Outh t]
7.,D IAPP
4.n'
C
MEDIUM SAND
IOYRB/3
GROUNDWATER ENCOUNTERED
O 84" - EL 1.10'
EL. 8.0'1 PROPOSED
SEPTIC TANK
W/°N6- �1 COVER -
OF GRADE 1'.. 7 :.. OF GRADE
SECTION DETAIL - COMPONENTS
NOT TO SCALE
PROPOSED
PUMP CHAMBER
PROPOSED
DISTRIBUTION BOX
CCOVER- .
OF GRADE + ' TO ALARM PANEL
INSTALL CHECK VALVE
INSTALL WEEP HOLE
'IN 6'
GRADE
PROPOSED
SOIL ABSORPTION SYSTEM
(1) 28' x 12' x 0.5' LEACH FIELD
LEACH AREA TO BE PROVIDED WITH AT LEAST ONE
INSPECTION PORT CONSISTING OF A PERFORATED FOUR INCH
PIPE PLACED VERTICALLY DOWN INTO THE STONE TO THE
NATURALLY OCCURING SOIL OR SAND FILL BELOW THE STONE.
THE PIPE SHALL BE CAPPED WITH A SCREW TYPE CAP AND
ACESSIBLE WITHIN 3" OF GRADE.
EL. 8.0'1
EL. 6.68' y PROPOSED 1,500 GALLON EL. 6.43' U EL. 7.27'
SEPTIC TANK / EL. 7.1' 0.5'
PROPOSED 1000 GALLON
EL. 6.43' PUMP CHAMBER EL. 7.27' z' of 1/e" TO 1/2"
INSTALL GAS BAFFLE AT OUTLET EL. 7.0' DOUBLE WASHED PEASTONE
INSTALL EFFLUENT FILTER 3/4" TO 1 1/2' 4.1' EL. 6.3'
�.
IN OUTLET TEE PUMP CHAMBER: DOUBLE WASHED STONE j
USE (1) 1,000 GALLON SEPTIC TANK EL On. - 1.10' EL ADJ. - 2.20' ` p
USE MYERS PUMP SRM4 4/10 HP OR EQUIVALENT GROUND WATER ELEVATION
FLOAT SETTINGS: PUMP ON = 14" PUMP OFF = 11" REFERENCE WELL = MIW-29 ZONE A
UTION 28 ALARM ON a 16" MARCH 2016 LEVEL = 7.37' ADJUSTMENT FACTOR = 1.1'
\ STORAGE CAPACITY PROVIDED = 666 GALLONS
i MINIMUM 3 BEDROOM DESIGN (330 G/P/D/)
MINIMUM 4 CYCLES REQUIRED PER DAY
MAXIMUVOLUMEMVOLUME PROVIDED PERRED ER 8 GALLONS E CYCLE: 82.5 GALLONS
NOTES
D.
ION EVERGREEN 1. ALL PRECAST COMPONENTS TO BE H-10 RATED. ALL
/ STREET COMPONENTS WITH ANY ANTICIPATED VEHICULAR TRAFFIC
WATER VARIANCE REQUESTS: 2. ELEVATION TO BE 2DATUM E S FROM USGS QUAD MAP.
LEACH FIELD N SHUT—OFF 3. MUNICIPAL WATER IS AVAILABLE.
SAS DETAIL C.B. t 310 CMR 15.211 4. ALL CONSTRUCTION TO CONFORM WITH 310 CMR 15.000
''•' 8 1. 4' VARIANCE FROM PROPOSED SEPTIC AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL
FND. TANK TO FOUNDATION. CODES AND REGULATIONS.
��— (10' REQUIRED, 6' PROVIDED, 4' VARIANCE 5. INSTALLER/CONTRACTOR TO REVIEW & VERIFY ALL
N 83"57'40" yy ` REQUESTED) ELEVATIONS AND DETAILS AND REPORT ANY DISCREPANCIES
8 TO DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL
50.00' �_ 2. 4' VARIANCE FROM PROPOSED PUMP RESPONSIBILITY.
CHAMBER TO FOUNDATION. 6. INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
OF F SEl'1 IC SYS 4 4 4 S.F.t 3 C.B. (10' REQUIRED, 6' PROVIDED, 4' VARIANCE SAFE WORK AREA, VERIFING ALL UTILITIES AND NOTIFYING
1 I.ucal septic variances. �Q FND. REQUESTED DIG SAFE PRIOR TO CONSTRUCTION.
d approval iroval is required for 7. ANY CHANGES TO OR DEVIATIONS FROM THIS PLAN MUST
I { y 3. 8' VARIANCE FROM PROPOSED LEACH BE APPROVED IN WRITING BY J.C. ELLIS DESIGN CO. AND
ovxtionsialterations to Q` FIELD TO FOUNDATION.
O BOARD OF HEALTH.
r tures/dwelling. I (20' REQUIRED, 12' PROVIDED, 8' VARIANCE 8_ FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3'
/ REQUESTED) PER 310 CMR 15.000.
h lkpLartnte 3 310 CMR 15.240 9. ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE
V L.I �Z� w 8 LEACH AREA. AND IN SIZE OF REQUIRED PUMANDPREPLACED WITHED DRY AND LCLEANLED ISAND.�N SAND OR REMOVED
PO ENTS TO BE PROVIDED WITH WATERTIGHT
SURVEY PLAN REFERENCE:
PLAN BOOK 72 PAGE 51
PLAN BOOK 146 PAGE 145
THIS PLAN IS FOR SEPTIC SYSTEM
DESIGN PURPOSES ONLY.
JASON C. ELLIS, R.S.
10. ALL COM N
LL1
3 PC , 156 0 3 ACCESS PORTS WITHIN 6" OF FINISH GRADE.
BENCHK 11. ALL SEPTIC TANKS, DISTRIBUTION BOXES AND PIPING TO
Nb) EXis WELLING / � MAR0 TOP OF CONC. BOUND BE INSTALLED WATERTIGHT.
0 T.O.FDN.= 00 N EL. 8.46' M.S.L. t 12. LEACH KNOWN EXIST WITHIN 100' OF PROPOSED
EL. 8.84' 0 13. PROPOSED SEPTIC TANK, PUMP CHAMBER AND DISTRIBUTION
Z
b PCL. 154 BOX TO BE INSTALLED ON COMPACTED STABLE BASE.
8 10.5' 10 io -
PROPOSED
PUMP CHAMBER TH#1 O 0 0
EXISTING 10 7'
CESSPOOL
(ABANDON) '
C.B. 0 U ;PATIO; ', SHE
FND. ;;
50.00'
PCL. 167 I N 83'57'40" W
PCL. 168
11_.3'
0
PROPOSED
SEPTIC TANK
PROPOSED
LEACH FIELD
J.C. ELLIS DESIGN
v
o/
C.B.
FND. PROPERTY OWNER AND P.O. BOX 81
CONTRACTORS TO VERIFY NORTH EASTHAM, MA 02651
ALL WATER LINES AND GAS (508)240-2220
UTILITIES ON PROPERTY. jcellisdesignOverizon.net
SEPTIC SYSTEM UPGRADE PLAN
SUBJECT:
5 EVERGREEN STREET
YARMOUTH, MA
PREPARED FOR:
RAYMOND GALLUP
P.O. BOX 77
EAST DENNIS, MA 02641
ASSESSOR'S SCALE: 1"=20'
MAP 34 PARCEL 155
DATE: APRIL 1, 2016I SHEET 1 OF 1
SEPTEMBERREV. SEPTEMB30, 2016