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HomeMy WebLinkAboutGW1-2022-03541_Well Construction - GW1_20220324 WELL CONSTRUCTION RECORD For internal Use ONLY This form can be used for single or multiple wells 1.Well Contractor Information: A41WATER`ZONES'. Austin Fowler FROM To DESCRIPTION Well Contractor Name ft ft. R 4366A fL ft - - - - NCWellContractorCertificationNumber 5o1NNER`CI ToNGOR,T[JBIND'�eETE mal:closednoo THICKNESS I MATERIAL CATLIN Engineers and Scientists 0 ft 10 ft 2 in. Sch.40 PVC 1S 6$ODTEk C—A—S]NGr(for mulii-cas¢"ed.wdl l ORILDiEW if a ic—.bl Company Name FROM TO DIAMETER THICKNESS I MATERIAL 2.Well Construction Permit#: N/A ft. a in. List all applicable well permits(i.e.County State, Variance,Injection,etc.) ft fL in. 3.Well Use(check well use): :17:iSGREEN Water Supply Well: FROM TO I DIAMETER I SLOTS12E I THICKNESS MATERIAL ❑Agricultural ❑Municipal/Public 10 ft. 20 ft-1 2 in. Slot.010 Sch.40 PVC ElGeothermal(Heating/Cooling Supply) ❑Residential Water Supply(single) ft It. in. ❑Industrial/Commercial ❑Residential Water Supply(shared) '19JGROUT FROM TO I MATERIAL Eha'LACEMENT METHOD&AMOUNT ❑Irrigation ft ft Non-Water Supply Well: 4 ft 8 ft Bent.Pellets Surface Pour ®Monitoring ❑Recovery Injection Well: n. ft ❑Aquifer Recharge ❑Groundwater Remediation 4191Si /GR WTYPACKJ f a icable FROM TO MATERIAL EMPLACEMENT METHOD ❑Aquifer Storage and Recovery ❑Salinity Barrier ❑Aquifer Test ❑Stomtwater Drainage 8 ft 20 Medium Sand Torpedo Said ❑Experimental Technology ❑Subsidence Control n. ft 3'U'1)RILI t1VGSI OG attaehrddilionai shy f necessa ❑Geothermal(Closed Loop) ❑Tracer FROM TO DESCRIPTION color,hardness, ardness soil/rock type,main size etc. ❑Geothermal(Heating/Cooling Return) ❑Other(explain under#21 Remarks) fL ft 4.Date Well ft ft s)Completed: 03/11/22 Well MW-02 �O ft ft Ct� 5a.Well Location: rt. ft., NCDEQ-Linda Blalock ft Facility/Owner Name Facility ID#(if applicable) ft 1200 N.BROAD ST,FUQUAY-VARINA,NC 27526 ft ft Physical Address,City,and Zip 11.REMkRKS-JWi WAKE County Parcel Identification No.(PiN) 5b.Latitude and Longitude in degrees/minutes/seconds or decimal degrees: 22.Certification: I (if well field,one lat/long is sufficient) ` 35.599616 N -78.800936 W I 3/21/2022 Signature of Certified Well Contractor Date 6.Is(are)the well(s): M Permanent or ❑Temporary By signing this form,I hereby certify that the well(s)was(were)constructed in accordance with l9A NCAC•02C.0100 or 15A NCAC 02C.0200 Well Construction.Standards and that a copy of 7.Is this a repair to an existing well: 0 Yes or ®No this record has been provided to the well owner. Irthis is a repair,fill out known well construction information and explain the nature of the repair under 921 remarks section or on the back of this form. 23.Site diagram or additional well details: You may use the back of this page to provide additional well site details or well 8.Number of wells constructed: 1 construction details. You may also attach additional pages if necessary. For multiple injection or non-water supply wells ONLY with the same construction,,you can.submit one form. SUBMITTAL INSTRUCTIONS 9.Total well depth below land surface: 20.0 (ft,) 24a.For All Wells: Submit this form within 30 days of completion of well For multiple wells list all depths in different(example-3@200'and 2@I009 construction to the following`. 10.Static water level below top of casing: 14.85 (B,) Division of Water Resources,Information Processing Unit, If water level is above casing use"+" 1617 Mail Service Center,Raleigh,NC 27699-1617 It.Borehole diameter: 8.25 (in.) 24b.For Infection Wells ONLY: In addition to sending the form to the address in 24a above,also submit a copy of this form within 30 days of 12.Well construction method: HSA completion of well construction to the following: (i.e.auger,rotary,cable,direct push,etc.) Division of Water Resources,Underground Injection Control Program, FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center,Raleigh,NC 27699-1636 k ' 13a.Yield(gpm) Method of test: 24c.For Water Svaaly&I nfection Wells: Also submit one copy of this,form within 30 days of completion of well 13b.Disinfection type: Amount: construction to the county health department of the county where constructed. Adapted from Form GW-1 North Carolina Department of Environment and Natural Resources-Division of Water Resources Revised 2-22-2016 i k WELL LOG CATLIN Engineers and Scientists 22,1ss SHEET 1 OF 1 PROJECT NO.: 221196 STATE: NC COUNTY: WAKE LOCATION: FUQUAY-VARINA PROJECT: HARRINGTON PROPERTY LOGGED BY: Nate Newman WELL ID: DRILLER: Austin Fowler MW-02 NORTHING: 2059175 1 FASTING: 673219 CREW: Trevor Mizelle SYSTEM: NCSP NAD 83 USft BORING LOCATION: East side of Building T.O.C.ELEV.: 100.00 DRILL MACHINE: CM 45B TRACK METHOD: HSA 0 HOUR DTW: 14.9 TOTAL DEPTH: 20.0 START DATE: 3/11/22 END DATE: 3/11/22 24 HOUR'DTW: NM WELL DEPTH: 20.0 DEPTH BLOW COUNT OVA LAB o o SOIL AND ROCK WELL 0.5ft o.5ft 0.5ft 0.5ft (PPM) S G DEPTH DESCRIPTION ELEVATION DETAIL 0.0 LAND SURFACE; 100.0 0.0 ASPHALT 0.0 Ad 1.0 99.0 ?N (SC)-Dark brown grading to It.brown,Clayey SAND Ad. Slight Gay from 5.0-7.0'BLS D.� D.A. A 4.0 U 5.0 5.0 1 95.0 (CL)-Reddish-brown,Sandy CLAY 3 ° 6 0.0 D N 14 8.0 10.0 10.0 90.0 10.0 (SC)-Orange,Clayey SAND 12 14 11.0 89.0 17 17 0.1 M (CL)-Reddish-orange,Sandy CLAY Lt.orange from 13-15'BLS o> 15.0 A 15.0 85.0 (SC)-Reddish-orange,Clayey SAND 4 13 13 0.4 W .. ..; 16.0 84.0 am 1s (SW)-White to gray,f.to cse.SAND :•'i 17.0 83.0 (SC)-Reddish-orange grading to tan,Clayey SAND i 20.0 20.0 ! 80.0 20.0 20.0 BORING TERMINATED AT ELEVATION 80.0 ft in Sandy CLAY �4 �q.r Concrete Em Bentonite Pellets ( #2 Medium Sand