Loading...
HomeMy WebLinkAboutGW1-2021-00660_Well Construction - GW1_20210203 WELL CONSTRUCTION RECORD(GW-1) For Internal Use Only: 1.Well Contractor Information: VINCE FEDERLE u WATER ZONES Well Contractor Name FROM TO DKSCFU"10N ft. ft. A - 3552 R ft NC Well Connector Certification Number IS OUTER CASING for oddaLall -eased wdb OR LINER d GEOLOGIC EXPLORATION FROM fL TO fL DIAMETER' THICKNESS-MrMATERIAL Compam Neme 16.INNER CASING OR TUBING thermal closed 2.Well Construction Permit#: FROM T . DIAMETER THICKNESS MATERIAL Lis,all applicable»ell consrrucnan permit,(i.e.U/C,County,State,Variance,era.) Q.0 ft. 5.0 fL 1.0 '^' SCH 40 PVC 3.Well Use(check well use): R fe. fn. Water Supply Well: 17.SCREEN PPY FROM I TO I DIAMETER I SLOTSIZE I TNICKN FSS MATERIAL Agricultural ❑MunicipaMblic 5.0 fL 15.0 fL 1.0 in' .010 SCH 40 PVC OGeotherrial(Heating/Cooling Supply) ❑Residential Water Supply(single) rL R is ❑lndustnaUCommercial OResidential Water Supply(shared) IA GROUT Olrrigation ❑Wells>100,ODOGPD FROM TO MATERIAL EMPLACEMENT MMOD&AM01'NI Non-Water Supply Well: 0.0 fL 1.0 R MRTLAND e(NTONmE SLURRY 191vionitoring ❑Recovery R R Injection Well: fL R ❑Aquifer Recharge OGroundwater Remediation 19.SAND/GRAVEL PACK(ifam,Iicable ❑Aquifer Storage and Recovery ❑Salinity Barrier FROM TO MATERIAL EMPLACEMEWNIXTROD ❑Aquifer Test ❑Smnnwater Drainage 3.0 fL 15.0 fL 20-40 FINE SILICA SAND ❑Experimental Technology ❑Subsidence Control re. I ft ❑Geothermal(Closed Loop) OTracer 20.DRILLING LOG atach additional sheets if necessary) ❑Geothennal(Heating/Cooling Return) OOther(exlain under#21 Remarks) FROM To DESCRIPTIO.N(rolur.hvrdn,..miU.k e,nc. 0.0 IL 1.0 IL GRAVEL 4.Date Well(s)Completed: 01/07/21 Well 1D# PZ-3 1.0 f, 15.0 f, GRAY CLAYEY SAND Sa.Well Location: R R INTERNATIONAL PAPER f` f. Facility/Owner Name Facility IDN(if applicable) ft. ft 1785 WEYERHAEUSER ROAD VANCEBORO 28586 ft. ft Plryainl Address,City,and Zip h. ft CRAVEN 21.REMARKS County Panel Identification No.(PM) BENTONITE SEAL- 1.0-3.0 FEET 5b.Latitude and longitude in degrees/minutes/seconds or decimal degrees: "'PRE-PACK SCREEN••' (if well field,one lat/long is sufficient) 22.Certification: 35e 13' 38.39" N 77e 06' 27.73" W 1/15/2021 6.Islam)the well(s): MPermaueat or OTempoe'ary Signature of Certified Well Contractor Date p{ Bysigning this form,thereby cert�that the well(s)was(were)emseructed w accordance with 7.Is this a repair to an existing well: OYes or MNo ,.{ v (3 2021 15A NCAC 02C.0100 or 15A NCAC 02C.0200 Well Consimcaw,Standards and that a copy /(ibis m a repair,fill am known well comtruction information and er�JLAe mre ojthe ajlhia recotd/ws been prov/dad m the well tooter. repair under-21 remarks section or on she back of this form. 23.Site diagram or additional well details: 8.For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same You may use the back of this page to provide additional well construction info construction,only I GW-I is needed. Indicate TOTAL NUMBER of wells (add'See Over in Remarks Box).You may also attach additional pages if necessary. drilled. 24.SUBMITTAL INSTRUCTIONS 9.Total well depth below land surface: 15.0 (ft.) Far multiple walk hitalldeptbstfdipirewtoemple-3®200'wid 2®10&) Submit this GW-1 within 30 days of well completion per the following: 7.0 24a. For AB Wells: Original form to Division of Water Resources (DWR), 10.Static water level below top of casing: (D-) Information Processing Unit,1617 MSC,Raleigh,NC 27699-1617 IJw.far level is above casing,use"1" 11.Borehole diameter: 8.0 (ill.) 24R For Injection Wells:Copy to DWR,Underground Injection Control(IUC) AUGER Program,1636 MSC,Raleigh,NC 27699-1636 12.Well construction method: 24c.For Water Su I and O n-Lao Geothermal Return Wells:Copy to the (i.e.auger,rotary,cable,direct pwh,eta.) CDlmty OnVlrppme0la th department o e County Where installed FOR WATER SUPPLY WELLS ONLY: 24d.For Water Wells producing over 100,000 GPD: Copy to DWR,CCPCUA 13a.Yield(gP m) Method of test: Parrott Program, 1611 MSC,Raleigh,NC 27699-1611 13b.Disinfection type: Amount: Fain GW-I North Carolina Department of Environmental Quality-Division of Water Resources Raised 6-6-2018 2M Savage Road SOIL BORING/MONITORING WELL ID: ® Engineering LLc Charle5lon.SC29407 PZ-03 a Member of The GEL Group,Inc. (843)1697378 Fax(e43)7697397 ENARMMWrAL I ENGINEERING I WRVEYNG a gelatin PAGE 1 OF 1 R.Marn solves PERMIT NO: PERMIT DATE: CLIENT: International Paper-New Bern PROJECT NAME: Landfill monitoring PROJECT NO.: Inpa00720 PROJECT LOCATION: International Paper-New Bern,NC DATE STARTED: 1/7l2021 COMPLETED: 1/7/2021 BOREHOLE DIAMETER: &in. DRILLER: Geologic Eaoploration CERT.NO.: INC CWDX3552 GROUND SURFACE ELEVATION: DRILLING METHOD: DPT/HSA NORTHING: 539,107.14E LOGGED BY: BPB APPROVED BY: GAD EASTING: 2,565,152.563 NOTES: TOC Elevation=4.30 GROUNDWATER LEVEL(24 hr): 1.80 feet from lop of casing {� Z i:• n y $ o c1 u o Tests j o Lithology Description Well Construction n o m La 5- w 0 Sandy Clay:Black,damp,20% 0 • medium,20%fine sandm 50% Grout Gay 0.3 CL Bentonite 1'diem.PVC Gravelly Sand:Gray,40%coarse, GP 40%medium sand,20%clay �. Sandy Sift:Dark gray,wet to _ saturated,wood from 4-5'and 3' 5 at 9',20%medium,20%fine sand -5 NIL _ Sand Pack 10 _ _ _10 V Diam.Slotted PVC Sawn Sand. Gray.75%medium and C e e a 25%fne sand Sp iii• i i i• 15 iii• -15 ; ;