HomeMy WebLinkAboutEngineered Plan - 2013Locus" MAP SECTION DETAIL - COMPONENTS
I] fl -fl 1111 NOT TO SCALE PROPOSED
TOP OF FOUNDATION
_ EXISTING SOIL ABSORPTION SYSTEM EL. 7o.o'f
NIMBLE PLYMOUTH N SEPTIC TANK EL 72.2'f PROPOSED
(3) 500 GALLON LEACH CHAMBERS
HILL RD RD v EL 73.2 - - - - - - - - -� - DISTRIBUTION BOX-
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LII -III T III -ill III III III III 111 III LIHIHII ;111 III III -11.1 II
� I I 1=1TI-1 I I-1.11=1 I I-1 I L-1 I I-1 I I-1 I I .III -f I I-
2" OF 1/8- TO 1/2 -
DOUBLE
2"
DOUBLE WASHED PEASTONE--+
`v \LOCUS a ,. EL 69.5't
V.N
>�
SETUCKEr RD N EL. 69.12' EXISTING 1000 GALLON
SEPTIC TANK EL. 66.82' < .,. EL 66.65'x"
2.0':®
El. 68.87 EL. 66.5'
• '.
INSTALL GAS BAFFLE AT OUTLET
NOT TO SCALE 30' LONG x 10' WIDE x 2' DEEP
EL 64.5'
DESIGN CALCULATIONS 3/4- TO 1 1/2;
DOUBLE WASHED STONE
FLOW RATE:.
2 BEDROOM DWELLING = 220 G/P/D REQUIRED
�yQ :. ;.: PROPOSED
(110 G/P/D PER BEDROOM x 2 BEDROOMS)
--� NOTES
NO GARBAGE GRINDER ALLOWED
0
S.A.S. Out' Haft s Department
sent
SEPTIC TANK: j2s, 69 1. ALL PRECAST COMPONENTS TO BE H-10 RATED. ALL
220 G/P/D x 2 = 440 G/P/D REQUIRED /� ° 70 �1 V COMPONENTS WITH ANY ANTICIPATED VEHICULAR TRAFFIC
USE EXISTING 1000 GALLON SEPTIC TANK BOX
RIBUTION / �2 PCL. 11.6 TO BE H-20 RATED.
\ m •- P r 2 ELEVATION DATUM 1S FROM USGS QUAD MAP.
LEACH PCL. 1 1.7
DISTRIBUTION �'.'rie Date 3. MUNICIPAL WATER IS AVAILABLE.
SOIL ABSORPTION SYSTEM: LINE TYP.CHAMBER TYP. 10 1 4. ALL CONSTRUCTION TO CONFORM WITH 310 CMR 15.000
PERC RATE = <2 _MIN/IN - CLASS I SOIL 71 SN o - \ i9�. AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL
SIDEWALL = (30 + 10)(2)(2) = 160 S.F. CODES AND REGULATIONS.
BOTTOM: (30)(10) =_300 S.F. S.A.S. DETAIL :: ='< �� 5. INSTALLER/CONTRACTOR TO REVIEW & VERIFY ALL
(160 + 300)(0.74) 340.4 G/P/D PROVIDED TH#1 r. 69 ELEVATIONS AND DETAILS AND REPORT ANY DISCREPANCIES
---- TO DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL
USE: (3) 500 GALLON LEACH CHAMBERS W/ STONE �`� \ BENCHMARK _ RESPONSIBILITY.
AS SHOWN 1N DETAIL. PCL. 11 �`L ry`a TOP OF CONC. BOUND 6. INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
` \ EL 70.0' M.; -I--± SAFE WORK AREA, VERIFING ALL UTILITIES AND NOTIFYING
_ DIG SAFE PRIOR TO CONSTRUCTION.
EXISTING \ 7• ANY CHANGES TO OR DEVIATIONS FROM THIS PLAN MUST
DEEP HOLE DATA LEACH PIT p\' N 70 BE APPROVED IN WRITING BY J.C. ELLIS DESIGN CO. AND
(ABANDON)BOARD OF HEALTH.
PERFORMED BY: JASON C. ELLIS, R.S., S.E. �`. 8. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3'
WITNESSED BY: AMY VON HONE, ;YARMOUTH BOH / F PER 310 CMR 15.000.
DATE: JUNE 14, 2013 �O�I/s� 9. ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE
72 F` c�<i�G' < DRIVEWAY PUMPED DRY AND FILLED WITH CLEAN SAND OR REMOVED
tiAND REPLACED WITH CLEAN SAND.
b,
DEPTH # 1 ELEV. ` O 10, ALL COMPONENTS TO BE PROVIDED WITH WATERTIGHT
1.0'
1.33'
1_66'
11 0'
CF
FILL
A
LOAMY SAND
10YR2/1
E
FINE SAND
10YR5/4
B
LOAMY SAND
10YR5/8
C
COARSE SAND
10YR5/6
PERC ® 42"
<2 MIN/IN
ACCESS PORTS WITHIN 6' OF FINISH GRADE.
11. ALL SEPTIC TANKS, DISTRIBUTION BOXES AND PIPING TO
69.41' / - / / \ \ BE INSTALLED WATERTIGHT.
71 12. NO KNOWN WELLS EXIST WITHIN 100'. OF PROPOSED
LCH69.08' /y ( O 13. EXISTINGRSEPTIC TANK TO BE PUMPED AND INSPECTED
PCL. 11.10 UPON CONSTRUCTION.
90 �► 14. CONTRACTOR TO VERIFY ALL INVERT ELEVATIONS PRIOR
68.75' EXISTING �QQ� c o TO CONSTRUCTION.
8 SEPTIC TANK r
66.91' PCL 11.4LOT 1 1,870 S.F.f
10
73 -1 SEPTIC SYSTEM UPGRADE PLAN,
72 J.C. ELLIS DESIGN
59.41`
UBJECT:
NO WATER ENCOUNTERED 73 ` '" PCL. 1 1.1 1 S
,>�FM
V 28 PLYMOUTH ROAD
m. HYD YARMOUTH PORT, MA
MICHAEL Gcr / PREPARED FOR:
SPL Sg9c a S. a+
F> IA O LADU SHEILA PARENTEAU
CHRI T ;HER � N a. 37560 28 PLYMOUTH ROAD
R, FE.S �o YARMOUTHPORT, MA 02675
No ..:k�4
ASSESSOR'S
' 7 PROPERTY OWNER AND P.O. BOX 81
S T SCALE: 1"= 30'
� , CONTRACTORS TO VERIFY NORTH EASTHAM, MA 02651 MAP '144 PARCEL 11.5
IT RN .' PCL 11.12 (508)240-2220
ALL WATER LINES AND GAS Email: jcellisdesign®verizon.net DATE: JUNE 14, 2013
JASON C' E S, 'R.S. MICHAEL S. LAD P.L.S. UTILITIES ON PROPERTY. SHEET 1 OF 1
REVISED: