GW1-2022-07065_Well Construction - GW1_20220722

N ELL C0N9,1`Rt7Grt00tEC ORD
For Immil tJsc 6141y:
This Win can be usedfor-siork or miltipk,svclls-�
John Eiserman FRONT TO I�!)F_SCRIPTION
Will 6
4439A
NC.A%1c11 Contractor Ccitificatioii Niiuiicr ;A5.10UTER
FROM. TO DIAMETER, r THICKNESS -MATERIAL.
SAED.ACCO Inc 0 jl: 70 It.. 6" An, SCH-40 PVC
FROM .TO DIAMETER. _1111MM, A
6nsiriuvtinu`Pe trinj' i1t 0 To 75 11. 1-2 SCH-40 PVC
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ilsi(Le. ,llqriirce. lr-).t qm6 e
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Water Supply Well: FROM DIAMEUR I-SLOTS17Y. I TuICK'NYS's - I'NIATERIAL.
is 60 S H-40' PVC'
-fl. A. 2� .6:Lo C
r1ftnkulturat.
. . . � fi., fl.�
DGeotheirmil(Wifingtooting Sftpply) bRes-16iiiiii Water Sul;`O�(single)'.
P
AS- ROUV-7'
'ter SIIPP!k(0 d), X
131ndustrial(Coulnicicial 011csidmdal-Wa lam FRONT .TO _NIATFRtAI. I.E'tIPLICF3lViT31EMIOD&�AIIOUN'T
Ejlrii'alidn; 3 It.: 60 It. Aquadudrd Tremie
Non-Water SupiiLyWoll;, I
0 tt; 3 ft. portland pour
bm6uijorirkg E3RccpYcty
"M-SANDIGMVELTA
0AjqllI(cr'Rcdiirgi -af�ki to 4dWAbk4
FROM 110
04quifCr Sio as, Tied Recovery 0S.-dinih.13irke
73 ft., 80 rt. NAND #2
UAquifer Test OSi6irinii-rucr Drai6`c,
ft.
b It%p.-tionctitil Teehno logy a I I b'5 id,C Toe d,C b air
LINCIM -if 120;DRtL _UffackadifitionatshMs dcccss�i6V
QGtolhermal.(Closed-Loop)' 07fracer,- FROM TO DESCRIPTIOX(color.bard"vin.1millInwkewpe,grAn swc.ttt.)
fi ft. See Geologist's log
Muni),
4.ba-,te*eli(s) T
Coni 1 .le I ed,f 6-15-22 dil D#MW-01-D
ft.
rN C:ka C I V C U'
Speedway 7968 ft. A.
FlaciliI034"cr mnr� tw 6-t app*a*1c), n. It. .146-2,240
4431 N. Center St_ Hickory., NC, 28601 �fl Forms""UrA
P1Q'iic4'Adclicik Cjiv.and Zip
Catawba bentonite seal 69-73ft;
611inw: Novel k&111111T$111611 No;(PIN)
-ruts," .. . . . .Dole on-4 22.Certifleatitut--
elfit,01 held,ViL..,1.-31101,igis.si.41.icWd)
7/7/2022.
r to r rc C(o
1. ohm
6.Is(are)the%vd1(0:`,;,%PennmefiI or aOTekilitioriq'_
ii-illi,111CC dion swivItirds and fixt a
7.1%'16ii a ric:jiahr to win'ciiisting ildl:' OYes ter
r ®NIL::. re)��.eyl i1i bF rf"r.oini jim 1 Mi'jit rUe*d ii)b wit('Arn'erl
orun Ae beekofik farjor. 23.Site diagrank or additional well
to,Provide additional iwell Site di�ail' or hell
-1*-P'u 1111y,Ilse-&'bkk'6f lbi§'09eel
KNuniber of vielige6ftstiti&d: 3- Pub
r p&1td1s70jV1.Y wl111111il mm Con.
xu$nironejorrn..
i--uad Wrfhic: 80 (ft.).
j.) :24A. F0.e Ail Skub4fil this f6rin' within-30' days of corropleti6ii of V01
'consjWCjio­ri.to jhd foil.
10 Sulthe wateir-level bdow toll of-easinw.. DIOAtin of Water Res!'ourivs;'.ticaurfif.atiout .;iiig Unit,,.Ifumerlevel.Is.dwvrrq'.it'ag Ilse it 'ery ice' ptcrj Raleigh i.NC276994 T
11;Borehole dlatnctci-l2"/6" 24b. 11 1!&(12DAV_S&16 N*1 i[N- in addition to se thelorul to dwaddri-zsIn
sending
of lhiS4orui`wii1lil0t dA)i*ot.Cdlup1etioll.oriiV11
12.-NN'di com-tructi6n,method: HSA/Air 1:0.listructibilio the t6ilowifi,
(L.0 Orel;
-Divis"i6n of WAte'r R.e;ioUrce'S tfudwgrounthij6dion Control Prograto
FOR WATER SUPLYMELIS(jNLV-. 1636 Alail Si.fflee)Center.Pvileigh,�N.XC270Y,4634
3x Viel imcillod of test:
-Alib'isubibit,on `Ojoy of this fidilli-:i0lbin' of
%Vdicolisi66ion to-.,m coomly ter
lk N,
I" ,uh of im:-C'Quriiv�,w1wor"
13 inr.ciiu E constructed,.
North Cw6fim D�Wnwnt of Endmutient and'Niuiwai Resources