HomeMy WebLinkAbout1053 Great Island Road Proposed Subsurface Sewage Disposal System 2110110
-:. DEEP OBSERVATIONROL.E NI
-
Test Date: Starch 7, 2001 Ritness,-Amy Von Hone,Yarmouth Health Dept.
elevation
depth (in.) -
horizon
-teltare '
color
mottling i other
21.8-21.6
0.1'.'
O'-
HEMIC
-i -
21.6-21.1
3-9
A-.
loam. sand
41.1
21.1 - 19.1
9.32
B
sand. loam
I0YR 4.'
-
19.1-12.8
32-108
CI
sill loam
I OYR S3
-
12,E- 8.E
log -256
C2
m/esand
Parent material: Ice Contact deposit
Depth to Graundwater:not encountered
Pett. test data: 24 GALLONS PASSED IN N MIN. 24 SEG (a`. 9 FT. DEPTH
I
A f] 2
/9"? c 2�-L i
■
DEEP OBSERVATION ROLE N 2
Test Date: March 7, 2001 ; Witness: Amp VonHone, Yarmouth Health Dept.2"
\ - - ! '
Scalo• � FQ �
elevation
depth (in.) -
horizon
texture
color
,
mottling!, other
21.E-21.6
0.4
O
REMIC
i
2LE-2LI
4.12
A
loam. sand
IOYR 4,
21.1 -19.1
12-30
B
sand. loam
IOVR 4'
-
19.1-12.9
30-108
Ct
dlt loam
OYR 5A
12.8. 8.8
108-156
Ca
micsand
200o f
--q►--. AT NK2 L LTi R 1: ><1t
_-/^` �' P1iG3f�P40
TLAY Wl.00A7101V
\ �'I � 1 3bD DiLZT1�TOh/ Z TR $"ED eftr ILLavAt)e I<
L'J POV5f =1lb SA19 F/ - Z c wdV"D LMu-r
/, �" __ } ..✓ Y� - , / ,^'��-K,W-OVF R NE AU W QC Y
: 1 � 1
Parent material: Ice Contact deposit- _ �'` rr - /.'-'�� S� �'E".''f- r"-'�: �c '' ��!) ,.GENERAL NOTES
Depth to Groundwater. not encountered c' <' E t AYFi ''
Pete. lest data: Depth restriction on pert. test. Test a time of construction per Yarmouth `+N 1 ' E F t c rF rz S 2 / 1. ELEVATIONS REFER TO NGVD DATUM.
ELEVATION BENCHMARK IS THE
TOP OF THE CONCRETE PROPERTY BOUND AT THE NORTHEAST LOT
Health Dept. CORNER CONTACT CAPF COD ENGINEERING, INC. FOR ADDITIONAL
ELFVATTONINFORIIATTON:
2. ALL CONSTRUCTION MATERIALS SHALL CONFORM TO THE STATE
_q T ,r' r SANITARY CODF, TITLES AND TOWN OF VARAIOUTII REALTII
REGULATIONS.
3. ANYCHANGES TO THIS PLAN DIUST DE APPROVED BY THE HEALTH DEPT:
4. INSTALLATION CONTRACTOR SHALL VERIFY SOIL PIPE EXIT LOCATTONS
'
01 y, \ r I AT THE FOtWD kTION PRIOR TO SETTING COMPONENTS AND
MAKING ^ V , ! COXNF.CTIONS.
F e� " tT Q �� L S. A 5 FT. PERIMETER EXCAVATION IS REQUIREDQ TO REMOVE UNSUITABLE
SOIL AROUND THE S.A.S. TO A DEPTTI OF APPROXIMATELY 9 FT. TO
r \✓ Q • Q 1 r j r `„ I REMOVE THE SURFACE SOILS TTIE CI SOIL
/ LAYER SHOWN IN THE �- t" _ T• O"'. -SOIL TESTS. REPLACE EXCAVATED SOIL WITH A SUITABLE SAND FILL
FL c Z4. 4 3 , - <� -' r ' �) 741EETING TITLE 5 SPECIFICATIONS. CONSTRUCT THE SAS IN THE NEW -
\ MATERIAL
r i + r 6. INSTALLER SHALL CONTACT CAPE COD ENGINEERING, INC: (508-896-486*)
r+7 .,, 4 , A �1.. p r { i.
�C FORA SOIL LALITY INSPECTION OF TILE PERIMETER EXCAVATION.
I CONTACT THE ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE
f i C' I�
q REGARDING SOIL CONDITIONS ENCOUNTERED DU'R}XGCONSTRUCTION.
FL •z S. 6 J ` ` r v `H./ 3,,
/ ) ti l 7. INSTALLER SHALL CONTACT ENGINEER ALSO AT CO\tPLETTON OF
- - ( ! i CONSTRUCTION FOR SYSTEM CERTIFICATION IF REQUIRED.
8 NO KNOWN {VELI S EXIST WFFRIN 200 FT. OF THE PROPOSED SEPTIC
SYSTEM OTTIER THAN THE PROPOSED WELL INDICATED. NO KNO{VN
j �,� .�; _ - •, Ly _.. � � ,/ _ U + r 1 } SEPTIC Sl'STF111S F.XIST {1'IT}IIN 2001'1', OFTIfE PROPOSED WELLOTIIER
THAN TILE PROPOSED SF
PTTC SYSTEM SHOWN.
' < „ „- �, ' 9. PLAN REFERENCE: LCT N 4075 ),SHEET 1l OF 13:
�n/ r -: !
e DESIGNDATA
SFSTEXt DESIGNED FOR GARBAGE DISPOSAL.
• i �. _ • 1, q EI1'DRAULICLOADING-SBEDR001SSX110GPD/BR=ERO.00PD
TAN`K DESIGN
D�.� } f I 1 PROY7DE TWO SEPTIC TANKS IN SERIES
N1.200Y. X 880 GAN_ Q1760 GAL -PROVIDE. 2000 GALLON SEPTIC TANK, 11 -20
0 GAL N2.100°/.SSD=8R:PROVIDE 11.500 GALLON
SEPTIC TANK, II -20
i
r- SAS DESIGN
I j ,
ITR
LONG TEAM IIYDRA( ,iC LOAD RATE • 0.74 GPD/S.F. 11.5
I 0.49CAI /S.F.
SIDER'ALL AREA (2 UNFI'S)(2)(50•+12 83 )(2•) - $02.6 S.F.
'
I,OADINGT( 02.6 S.F. + 1283.0 UNITS0.493 GA8L5 FJDAY w SK3,GPD
�' 6 TOTAL LEACIIING CAPACITY =880.3 CPD
PROVIDE 2 SEPARATE GALLEY -TYPE tTNITS CONSISTING OF 5 PRECAST
-T. 7 CONCRETE, 500 CALUON LEACHING DRYWELLS, END -TO-END, CENTERED IN
�.- - - - - - A 50 FT. LONG Y 12.83' {VIDE TRENCH, SURROUNDED BV %" TO I Y2" DIANIETER,
DOUBLE-WASHEDSTONF_ SET TO THE
LOCATION*SPF.CIFIEDELEVATIONS, ATTHE
,
SHOWN ON TILE PLAN.
Fv/t7�rn<G- S�ly2"i' ovTArs
= r.: i ✓,0 C>- SEPTIC 5 Y ST E M p12OF t Lr-- PLAN SHOWING PROPOSED
zo ' SUBSURFACE SEWAGE DISPOSAL SYSTEM '
.11 a 20. 8 S' ?aANNOLD COVC 4itta" OIAr7/:" MAI w5t-e wirm . �
M� Wit: -0.93 /'6sa�v4stT u?, *m WIT7`tIN G" CR' - - 2.wLAyER�'•-� - - l7VL"R }Z2AN4� L3fd'�U6'4FIT - FOR A -
f/ F'"' � CL SIN wASH,eC* SM!5N& wal-ON "a� MMISHF-P Gpaflt PROPOSED SII\1GLE FAMILY DWELLING'
of 47 -
AT
- AND PROPOSED GUEST COTTAGE
D- zoo: _._ ___ • ' •,P -r CD VIACw tt,L; , , 1053 GREAT ISLAND ROAD, V4'EST l'ARAIOUTII, MA
ICL
20•�3J `� , I a co � - �.. PARCEL IO
G� A$SFSSOR$ ASAP 3�
,1C OC,-f� L... c rs cr�FFtg i ^ _ R
. �' • •.. G7 D L7 inti t o t� cs rac�n tt5cln c7o =' PREPARED FOR
sou, � Fri = C3 o�do n o c�caCC3E30 C=3 C3= ; ,r ,, , ' CHRISTOPNEREGAN`
.l'•"�.. LI fJ. GFIJFL ti -4. • < •• , f:'a.: )>
c�uF� ` �.6n CrC�aC� atrc�o ` C� co cincic�t�ta�troCac�
i! ' t o Gf>t . etn�rte 4 2 . 116 FLANDERS ROAD, SUITE 2000
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2NvR'Rr.Ret.LVATONs :WA'SHEG STfJAlh" - - 1 B•5'�3C:TOB�:ItI0,2002: SCALE -1"-230' .
e5F ALL 6UTt_eTS Tb _e ' -� M �. PREPARED BL.
.. ; .:4 s •.,q` st._.. .:a ♦-<\s e<a,..a. ::: E!!T11!'.S4.M6CR. -.� 42.b .. _.:. ELtV.r Jb .00 0 t ..
ALL �lrc � lsn u�sr`�anrvgwleli �p I� � CAPECOnE1�GINEE1tINGr.ING
410rV,C.TIGHT �2 t C T4 K S fY-zc OtCAL ttA01-t SyI�STLiU CRS- L"CTIOfV /- �O `' ROBERT .M.PERM%PE
Soi11T, o%0rr_i • ��.zd a e c, � aS ac t> � .50 LT:I;ANDROAD'
Ot.RLtT PlPts SHALL e'e- e - .:fvo saa.t_F- _ L'BRE:'iI'S7i;R.hIA .02631
FRRGA S�IVyf02CPb t�NGRETi l.L'VCL Tbt2 AT LEA'5[ �Qg
TWO Ft•.t'T -,2- Gx r•<-. Y 5•.--,'"��-.:S" t�RG.f7S,T" 4!fYr 3 -5:E -ACI-/ V�' .�' Q
O C",3 a r� TCL_ SOS -896 4$d1