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HomeMy WebLinkAboutGW1--00788_Well Construction - GW1_20240131 ,- if WELL CONSTRUCTION RECORD(GW-1) For Internal Use Only: 1.Well Contractor Information: Bobby Allred II ;14.'WATER ZONES, - . '_, ,w ., '''' ' Well Contractor Name FROM TO DESCRIPTION, ft. ft. 2610-A ft. ft + • NC Well Contractor Certification Number •,IS.OUTER CASING(for multi-cased•{vells)`OR;LINER'(ifap livable) Charles R. Underwood Inc. FROM TO DIAMETER THICKNESS MATERIAL ft. ft. , in. Company Name r16.INNER CASING ORTUBING(geothermal closed`loop) _, - 2.Well Construction Permit#: WS0601486 FROM TO DIAMETER THICKNESS MATERIAL • List all applicable well construction permits(i.e.UiC,County,State,Variance,etc.) ft. ft. in. See Attached 3.Well Use(check well use): ft. ft in. Water Supply Well: FROM TO DIAMETER SLOT SIZE _ THICKNESS MATERIAL in Agricultural ❑Municipal/Public ft. ft. in. See Attached ❑Geothermal(Heating/Cooling Supply) ❑Residential Water Supply(single) ft ft in. ' ❑Industrial/Commercial ❑Residential Water Supply(shared) Ig•;GROUT ❑irrigation ❑Wells>100,000 GPD FROM _ TO MATERIAL EMPLACEMENT METHOD&AMOUNT Non-Water Supply Well: 0 ft. 3 ft• Neat Cement Pour ❑Monitoring ❑Recovery 3 ft• 50 ft• Bentonite Tremie/Pump Injection Well: ft. ft. ❑Aquifer Recharge ❑Groundwater Remediation 19.SAND/GRAVEL PACK(if,applicalle)r.. 6. ,- '''''=�'< ❑Aquifer Storage and Recovery ❑Salinity Barrier FROM _ TO MATERIAL EMPLACEMENT METHOD ❑Aquifer Test ❑Stormwater Drainage 50 it 170 ft. #3 Southern Silica Tremie/Pump ❑Experimental Technology 0 Subsidence Control ft. ft. OGeothermal(Closed Loop) ❑Tracer 20.DRILLINGWG'(attach additional sheets if,necessary) ❑Geothermal(Heating/Cooling Return) ❑Other(explain under#21 Remarks) FROM TO DESCRIPTION(color,hardness,soil/rock type,grain size,etc.) ft. ft. See Attached 4.Date Well(s)Completed: 1/5/24 Well ID# 3 ft. ft. 5a.Well Location: ft. ft. (,". --'^• Maxie Maynor ft. ft. • _ �,..p L.-r, 'V L Ji Facility/Owner Name Facility ID#(if applicable) ft. ft. J A N 1 2024 Rennert Rd, Rennert, 28386 I l 3 ft. ft. Physical Address,City,and Zip ft. ft. li 1rJi ri•:r ,1 ice!.^.e;;ti^,,.4 ,sj u,I r1.1,/n.l.oi v, Robeson 937831440200 21."REMARKS°,--.: ' _. ,.,_ _ - County Parcel Identification No.(PIN) 5b.Latitude and longitude in degrees/minutes/seconds or decimal degrees: (if well field,one lat/long is sufficient) 22.Certification: 1 34.798251 N -79.087392 W giN46 4&& �1 A 1/17/2024 6.Is(are)the well(s): iJPermanent or ❑Temporary Signature of Ced Well Contractor N Cl/ Date i By signing this form,I hereby certf that the well(s)was(were)constructed in accordance with 7.Is this a repair to an existing well: ❑Yes or ONo 15A NCAC 02C.0100 or 15A NCAC 02C.0200 Well Construction Standards and that a copy If this is a repair,fill out known well construction information and explain the nature of the of this record has been provided to the well owner. repair under#21 remarks section or on the 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-1 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: 160 (ft.) For multiple wells list all depths ifdii ferent(example-3@200'and 2@100') Submit this GW-1 within 30 days,of well completion per the following: 18 (ft.) 24a. For All Wells: Original form to Division of Water Resources (DWR), 10.Static water level below top of casing: If water level is above casing,use••+" Information Processing Unit,1617 MSC,Raleigh,NC 27699-1617 I 11.Borehole diameter 7'� (in.) 24b.For Injection Wells:Copy to DWR,Underground Injection Control(IUC) Program,1636 MSC,Raleigh,NC 27699-1636 12.Well construction method: Mud Rotary 24c.For Water Supply and OpenLoop Geothermal Return Wells:Copy to the (i.e.auger,rotary,cable,direct push,etc.) county environmental health department of the county where installed FOR WATER SUPPLY WELLS ONLY: 24d.For Water Wells producing,'over 100,000 GPD: Copy to DWR,CCPCUA 425 PumpPermit Program,1611 MSC,Raleigh,NC 27699-1611 13a.Yield(gpm) Method of test: 13b.Disinfection type: HTH Amount: llb , Form GW-1 North Carolina Department of Environmental Quality-Division of Water Resources Revised 6-6-2018 Charles R. Underwood Inc. Municipal Pump Sales&Service 2000 Boone Trail Road Phone:(919)775-2463 Sanford,North Carolina 27330 Fax:(919)708-7232 Maxie Maynor Rennert Rd Farm Well #3 Formation Log 34.798251 N -79.087392 W 0-1' Black Top Soil 1'-4' Brown Sandy Clay • 4'-6' Brown&White Sandy Clay 6'-10' Tan Sandy Clay 10'-14' Pink/White Sand 14'-18' Tan&White Clay 18'-23' Pink&White Clay a' 23'-38' Sand,Pink&White, Some Gravel 38'-45' Orange Clay&Brown is 45'-60' Sand,Chatter,Poorly Sorted 60'-84' Sand, Grey, Wood w/Lenses of Grey Clay 1' 84'-86' Clay 86'-93' Sand, Grey, Chatter Wood 93'-98' Grey Clay 98'-111' Med to Fine Grey Sand,Chatter 111'-133' Clay w/Lenses of Sand 133'-139' Grey Chatter Sand,Fine to Med 139'-141' Clay 141'-155' Grey Chatter Sand 155'-171' Grey Clay, Sandy 171'-178' Lenses of Sand&Clay,Chatter Charles R. Underwood Inc. Municipal Pump Sales&Service 2000 Boone Trail Road Phone:(919)775-2463 Sanford,North Carolina 27330 i ax:(919)708-7232 Maxie Maynor Rennert Rd Farm Well #3 Formation Log 34.798251 N -79.087392 W 178'-182' Sand,Chatter Wood 182'-201' Grey Clay Mixed w/Red Clay j i ". s Charles R. Underwood Inc. Municipal Pump Sales&Service 2000 Boone Trail Road Phone: (919)775-2463 Sanford,North Carolina 27330 Fax:(919)708-7232 Maxie Maynor • Rennert Rd Farm Well #3 Casing & Screen Log 34.798251 N -79.087392 W +2'-73' 8" SCH10 Stainless Steel Casing 73'-93' 8" Stainless Steel Screen .050-Slot 93'-101' 8" SCH10 Stainless Steel Casing 101'-1ll' 8" Stainless Steel Screen .050-Slot 111'-135' 8" SCH10 Stainless Steel Casing 135'-155' 8" Stainless Steel Screen .050-Slot 155'-160' 8" SCH10 Stainless Steel Casing 160' 8" Stainless Steel Plate Neat Cement 0'-3' Grouted 3'-50 #3 Gravel 50'-170'