HomeMy WebLinkAbout1053 Great Island Road Proposed Subsurface Sewage Disposal System 4- DEEP OBSERVATION }NONE 8 1
Test Date: March 7, 2001; Witness: Amy lbn flonq Yarmouth Health Dept.
elevation
depth (in.)
horizon
trainee
rotor
mottling1
other
21.E-21.6
OJ
O
HEMIC
9OYR
21.6-21.1
3-9 -
A
loam. and
IOYR/
21.1-19.1
9.32
It
and. loam
10YR 41
19.1-22.6
32-108
CI
silt loam
OYR Sia
12.8.8.8
108-156
Cs
m/c and
-
Parent material: Ice Contact deposit _
Depth to Groundwater:got encountered
Pert. test data: 24 GALLONS PASSED IN U MIN. 24 SEC 0) 9 Fr. DEPTH
- DEEP OBSERVATION HOLE It 2
Test Date: March 7.2001 ; Witness: Amy Van Hone,Ya mouth Health Dept
elevation
depth (in.)
horizon
fexturt
21.8-21.6
-0-4
O
HEMIC216
9OYR
21.1
4-12
A-
loam. sand
21.1-19.1
12-30
B
sand. loam
10YR4'
19.1-12.8
30-108
Cl
silt loam
OYR
12.8.8.8
108-156
Cz
m/c and
-
/'Yl A 1- 3 /%,412 CFL i
Parent material: lee Contact deposit
Depth to Grouadwaten Pot encountered - ^ _-- - •4.
Pert. test data: Depth restriction on Pere. fest. Test at lime or construction per Ya7moath
Health Dept.
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'liI 1 GENERALTOTES
I 6c. ' �•*( 1. ELEVATIONS REFER TO NGVD DATUM. ELEVATION BENCHMARK IS THE '
TOP OF THE CONCRETE PROPERTY BOUND AT THE NORTHEAST LOT
CORNE.R. CONI -ACT CAPE COD FIGINFF.RING, INC. FOR ADDITIONAL
ELEVATION INFORMATION.
2. ALLCONSTRUCTION MATERIALS SHALL CONFORM TO TINE STATE
SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH HEALTH -
REGULATIONS.
3. ANY CHANGES TO TIAs PLAN MUST BE APPROVED BY THE HEALTH DEPT.
4. INSTALLATION CONTRACTOR SHALL VERIFY SOIL. PIPE EXIT LOCATIONS
AT THE FOUNDATION PRIOR TO SETTING COMPONENTS AND rtAKING
CONNECTIONS.
S. AS FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE UNSUITABLE
SOIL AROUND THE SA.S. TO A DEPTH OF APPROXIMATELY 9 FT. TO
I REOVE TILE SURFACE SOILS AND THE CI SOILLAYER SHOWN IN THE
F b T / (' I I M
SOIL TESTS. REPLACE EXCAVATED SOIL. WITH A SUITABLE SAND FILL
1( V j I lI MATERIAL MEETING TITLE 5 SPECIFICATIONS. CONSTRUCT THE SAS IN THE NEW
;,,
`' 0 i I 6. INSTALLER SHALL CONTACT CAPE COD ENGINEERING, INC. (508-896-4861)
1 'IFOR A SOIL QUALITY INSPECTION OF THE PERIMETER EXCAVATION.
CONTACT THE ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE
REGARDING SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
j 7. INSTALLER SHALL CONTACT ENGINEER ALSO AT COMPLETION OF
V i ! CONSTRUCTION FOR SYSTEM CERTIFICATION IF REQUIRED.
S f
8. NO KNOWN WELLS EXIST WITHIN 200 FF. OF THE PROPOSED SEPTIC
SYSTEM OTHER THAN THE PROPOSED WELL INDICATED. NO KNOWN
' S �• ` JJJ SEPTIC SYSTEMS EXIST WITHIN 200 FE. OF THE PROPOSED WELL OTHER -
' t I l( t V. i - /1 TITAN THE PROPOSED SEPTIC SYSTEM SHOWN.
0 , 1 I /!) 9. PLAN REFERENCE: LCP R 4075 J SHEET 11 OF 13.
' DESIGN DATA
SYSTEM DESIGNED FOR GARBAGE DISPOSAL
HYDRAULIC LOADING- 8 BEDROOSIS X II0GPD/BR-880.0 GPD
( R { C TANK DESIGN
! I PROVIDE TWO SEPTIC TANKS IN SERIES
! 1 1 91. 200% X 880 GAL - 1760 GAL. - PROVIDE 2000 GALLON SEPTIC TANK, 11-20
t02. 100% 880 - 880 GAL, - PROVIDE 1500 GALLON SEPTIC TANK, 11-20
NOTE-. TANK N 2 RECEIVES NON -GARBAGE DISPOSAL WASTE FROM GARAGE
BUILDING -
,'�';` SAS DESIGN
PERCOLATION RATE- LESS THAN S MPI
LONG TERM HYDRAULIC LOAD RATE - 0.74 GPD/S.FJ 1.5 e 0.49GAMF.
--T- i^A s \P 1; SIDE\YALLAREA (2UNITS)(2)(5W+12.83')(2')-502.6 S.F. -
1V .� BOTTOM AREA - (2 UNITS) 50'x 12.83'- 1283.0 S.F.
U LOADING: (502.6S.F.+1293.0 S.F.) 0.493 GAIJS.FJDAY-880.3GPD
a TOTAL LEACHING CAPACITY = 880.3 GPD
0
t PROVIDE 2 SEPARATE GALLEY -TYPE UNITS CONSISTING OF 5 PRECAST
Q CONCRETE, 500 GALLON LEACHINGDRYWELLS, END -TO- END, CENTE RED IN
A 50 FT. LONG X 12.83' WIDE TRENCH SURROUNDED BY'/" TO 1 15" D
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/*? �-) P 3 P n!2 t F G // /\ V.1'V.1'ON's/! /.'✓ DOUBLDOUBLE-WASHED,DOUBLE-WASHED, STONE . SET TO TILE SPECIFIED ELEVATIONSLIDIETER,
, AT TILE.
LOCATIONS110WN ONTIIE PIAN. -
PLAN SHOWING PROPOSED
SUBSURFACE SEWAGE DISPOSAL SYSTEM
e,P MANHoLc w1T14 GONCt2ETE I FOR A
pIZOFI LE
cl=veR # T-aAME 13;ZDLI-.1-IT PROPOSED SINGLE FAMILY DWELLING
20 LAYER /b- 9 -� WITHIN 6"OF FII.II�SHED GI7ADE
WASH15D S'SCNL� t AND PROPOSED GUEST COTTAGE
Ii'l•6N. cLeAnl 1053 GREAT ISLAND ROAD, NEST YARP114JU"TH, AIA
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_____ ,. •.e C7 ED 0013 0 I3O CLQOC7t.7®CJpC7L7L'v_v!T�F.67 Ny /6�Avy.-�g,co �,`; �"-_17.x!/ T OM000M0C3 0o ao MMMQaoor� CHRISTOPHER EGAN
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tBELAW TPNI[f FAULT GL(LeTA IONS N(ASHEt7 �TviJ L- �- "
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/✓v1 :-, [ G" i GE�cty /.�.e 7 PREPARED BY
TFr (C' LE1�W BE TLJC SP.ME o9L r SO, ELEv = /S �Z ,f� �, CA PE CO INC INC
►dart' Li G3. tEYEL A/�. LE'✓FL uS& Ga�T4T1N� WIER �=, I'r �?'�n�� t
ALL Tri �c m be: _ '' ROBERT Ai. PERRY PE
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4�7'V.c.TIGHT CJc T1FTT E 22 EFL,-t1� -� SAL -F,_ n SOLELANDROAD
SotNT• t/6. Zf!✓EL 6ELow L/O.LC[ifL OUyLET PIPES SHALL 8M r/ s, It BREWSTER,AIA 02631
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TWO Fe -M-17 - TEL -SOS -896-4861
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