HomeMy WebLinkAbout1053 Great Island Road Proposed Subsurface Sewage Disposal System 3DEEP OBSERVATION It OLE #1
Test Date: March 7, 2001 ; Witness: Amy Von Time, Yarmouth Health Dept.
elevation
depth (in.)
horrsou
textarc -
rotor
mottling±
other
21.8-21.6
OJ
O
HEMIC
- --
'
21.6-21A
3.9
A
loam. sand
/0V'R4
G
21.1-19.1
9-31
B
sand. loam
IOYRU
9-0
19.1-12.8
32-108
Cl
silt loam
OVRN
12.8. 8.8
Tom -156
CS
mlc sand
Parent material: ice Contact deposit
;Depth to Groundwater: not encorntered -
Pen, test data: 24 GALLON'S PASSED IN' 14 MIN. 24 SEC. 99 FT. DEPTH
DEEP OBSERVATION HOLF. It 2 ,
Test Dale. March 7, 2001 I Witness: Amy Von Hone,Yannouth Health Dept.
elevation
depth (in.)
hertron
IeHun
color
.mottling)
other
21.6-21.6
0.4
O
HEMIC
- --
'
21.6-21.I
1-12
A
bum. sang
IOYR 4.
G
21.1 - 19.1
12.30
B
sand. loom
IOYR V
9-0
19.1-12.9
30-108
Cl
silt loam
OYR 513
12.8.8.8
108-156
G
an/c sand
/ter--/' 3 PAncFL ri _.
fyjFtltr�rr
�I COs/
N
N
_E
}0.350
1002 6 7. 1;10
' LV/JN Eve- h -r T
Y C, /,r 43
Scale: I in.a2umt.
L E Ge N iD
CON7bUR, UNE
' r.�'- PRoPOSEaO
�R 1 RbFbsBD RtSGRVG fY2E,A
EXIDTINC, CONTOUR, XXa. l7cf8Tl No SPOT 1=L6VA7)ONS
p
-w-WATeR
LiN6
O
ST MOLE L-CA71ON
j/ LG% /)i?,� 9 Z.2'75/ Aa * ,� '.
>•! rr
,�Q-
I]=[Lul
P20fi7F. LvD
Pf30Ro5HD D151W SUIION BOK
P'ROPt�EiBD SAS
FL
L,s
Pr=s'P&2Ty LINE
PROWSED SR7r- ELE VA�ION
_
�V-
UNc1ER4RGUND Ul9LI-ry
G
u
vrL[ /rr f'o1E
9-0
ceNFlULnorrs
Parent material: Ice Contact deposit T
I G O / l ! ' I L ELEVATIONS REFER TO HCVD AATUAI. ELEVATION BENCHMARK IS THE
Dept* es Gate: Depth
not enrovalered /
Pert. lest data: Depth restriction on pert. test. Test at Time Neenstrvction per l�asmevsh � fi / � ;' � f2'. �t �� l / TOP OF TFIS CON -CRETE PROPERTY ROUND AT THE NORTHEAST LOT
Health Dept.'_- CORNER. CONTACT CAPE COD ENGINEERING, INC. FOR ADDITIONAL
ELEVATION INFORMATION. _
2. ALL CONSTRUCTION MATERIALS SHALL CONFORM TO THE STATE
1-1 _77791
_ P
,
[,'c';,YJ� E,[ r Z.r • 6 / O � \ � � '.• / f %r/VE C.r; L"SrnrG�„/
t
cf Fl Z38
fes• ,�-
�• r-
Pr -
t
�^
3.S'Hh 6,z NCC
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r..
z
tiA �I `✓I_ Fr I C SYST E NA ialzOFI LE
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CLf) /A�NNO LD COVER-MtN.[]IA e„4'
I( SANITARY CODE, TITLE SAND TOWN OF YARNtOUTH HEALTH
I, REGULATIONS.
P i
3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY TILE HEALTH DEPT.
il 4. INSTALLATION CONTRACTOR SHALL VERIFY SOIL PIPE EXIT LOCATIONS
AT THE FOUNDATION PRIOR TO SETTING COMPONENTS AND MAKING
/ 1 CONNECTIONS.
i
t>G S rT U , f Q a
S. A 5 FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE UNSUITABLE
SOIL AROUND THE S.A.S. TO A DEPTH OF APPROXF.NATELV 9 FT. TO
REMOVE THE SURFACE SOILS AND THE CI SOIL LAYER SHOWN IN THE
SOIL TESTS. REPLACE EXCAVATED SOIL WITH A SUITABLE SAND FILL.
TSP L F � I - I I MEETING TITLE 5 SPECIFICATIONS. CONSTRUCT THE SAS IN TAF. NEW
' 4 ? ' �!,� MATERIAL.
INSTALLER SHALL CONTACT CAPE COD EKG INEERING, INC. (508-896-4861)
FL = 2 = • 8 1 ! y 1 `� `. FOR A SOIL QUALITY INSPECTION OF. THE PERIMETER EXCAVATION.
CONTACT THE ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE
REGARDING SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
7. INSTALLER SHALL CONTACT E,
` '�jENGINEER ALSO AT COMPLETION OF
U i CONSTRUCTION FOR SYSTEM CERTIFICATION IF REQUIRED.
/ p 8. NO KNOWN VVELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC
aL f� - C , SYSTEM OTHER THAN THE PROPOSED WELL INDICATED. NO KNOWN
SEPTIC SYSTEMS EXIST WITHIN 200 FT.OF THE PROPOSED WELL OTHER.. -
i3 THAN THE PROPOSED SEPTIC SYSTEM SHOWN.
0 j - 9. PLAN REFERENCE: LCP k 4075 J, SHEET I1 OF 13..
4( 4
DESIGN DATA
SYSTEM DESIGNED FOR GARBAGE DISPOSAL
-Zt' --- HYDRAULIC LOADING -8 BEDROOMS X I IOGPD/BR - 880.0 GPD
TANK DESIGN
PROVIDETNVO SEPTIC TANKS IN SERIES
+ - HL 200% X 880 GAL - 1760 GAL - PROVIDE 2000 GALLON SEPTIC TANK, 11-20
Ji a2. 100% 880 - 880 GAL - PROVIDE 1500 GALLON SEPTIC TANK, 11-20
NOTE: TANK N 2 RECEIVES NON -GARBAGE DISPOSAL WASTE FROM GARAGE
_-•----.}..�I , `� , t 1 :/. 3 BUILDING
SAS DESIGN
r li
r '� ' �.----• �l I I �'� - PERCOLATION RATE - LESS THAN 5 MPI
LONG TERM HYDRAULIC LOAD ROTE = 0.74 CPD/S.F, ! LS - 0.49GA L/S.F._
SIDEWALL AREA (2 UNITS)(2)(50'+12.83')(2') -$02.6 S.F.
�b l BOTTOM AREA - (2 UNITS) 50' Is 12.83' -1283.0 S.F.
- ' U
LOADING: (502.6 S.F.+ 1283.0 S.F) 0.493 GAL/S.FJD VY - 880.3GPD
TOTAL LEACHING CAPACITY = 880.3 GPD
0
ti PROVIDE 2 SEPARATE GALLEY -TYPE UNITS CONSISTING OF PRECAST
C CONCRETE, 500 GALLON LEACHING DRYWELLS, END- TO - END, CENTERED IN
ASO FT. LONG X 12:83' WIDE TRENCH, SURROUNDED BY%" TO 1 V4" DIAMETER,
DOUBLE -WASHED STONE. SET TO THE SPECIFIED ELEVATIONS, AT THE
LOCATION SILOWN,ONTHE PLAN..
PLAN SHOWING PROPOSED
SUBSURFACE SEWAGE DISPOSAL SYSTEM
8. MANHO(-b WITH Goh(GtZETE FOR A
zri7U4Nr up�To WIrµ1N G" OF V LAVER ifi -N -C15 coven N=AME 132oL.)GF1T PROPOSED SINGLE FAMILY DWELLING
YINI'aHr-D CMIZADE WASHED SmNE
wITH!N of FwIsHED GIzaDE AND PROPOSED GUEST COTTAGE
FG= Z/-
` AT
V - ---'-'C=�'1 [-- ��.' = Li. JS _ Z. I MAW• 12'MN BA���14� ,, 1053 GREAT ISLAND ROAD, NEST YARMOUTH, MA
DN
_1 S /r�F:j 1 0--.•i Z" IFes- , �
ASSESSORS' MAP 3e PARCEL
1
0
TS/LL
_t£+lfL <FrC7 LD � C7 CCCIID®COp❑ PREPARED FOR
y�'_ CHRISTOPHER EGANGc 7 od w/Nv�
1/.SO Q CQ O D O C1 a M M Cf G7 M
o a a n a a a o a Q gr�aoQ0 Ej Ela 0 WESTBOROUGH, MA 01581Q 40 WASHINTON STREET SUITE 20
00
D.ty'OIs, 3/t}",� •-.i ,'r, .:.',� :,': •�i .e+r ,:a .T +,'f• ;. 't'1 '3167171 N �O%C s -F-
r "r nvrlo y OCTOBER 10 2001 SCALE- 1 30
BELOW TANKC�SEJ�%/C %/1/_Vit SF/�j /C%�/ci /._� - rE_`i 4-IYZ-G'rDsJ PSl.6 ws
.`.VER, CL.C.V4TON5 �••------ 8.5• OTTt�M of - +
wL,sEaEo sTnuL
r'L4 'Z/ 2'G of ALL OUTLETS 721 AZ.,sr S�'STE:M _ e .�{io 2n, PREPARED BY
:i 8e rre sJkME OR- I' , ECFV. _ /S -¢Z a ,
`w' ` CAPE COD ENGINEERING, INC
NOTE USE (mTAT N� WIER $•O r -_ `•
ALL Pilot- 10 nn v C ' L f' 2�E G /L O. l EVE[. OU LETS / s'j Fl� mar =. i� ` /// -� ROBERT M. PERRY, PE
TyPfCAL LEACH Sysr�M Ctzpss-SECTION �( �F=v '/ 50LELANDROID
4'Q P.V.C.TIGHT GuTLFTTFE 2Z` EF�.'ry r ELFT TI /4 No gcAL6- int\ h0 "' a pN
So1NT. L/CN'. Lfl�Fl_ fFLOw LLGL£vfL �TLET PI PES SHALL ee BRFVVSTER,AIA 02631
L.E V G L TDR AT LEAST c-• .1, I
PR1=CA6Y 12GD.1F•ORGCD GGNCRE7t Tyy� FE -ET (.Z U/V/T, {?EOCJ//2EL� SEE bES/C,w OH Tib) - 'k- , o°.;y., TEL