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New Well CompletionHARNVTT DEPARTMENT OF PUBLIC HEALTH "uRMIT TO C STRUCT A DRINKING WATER SUPPL'. ELL PIN #: 1507-38-6761 Parcel #: 1507-38-6761.006 Application #: 15-5-3691OR Subdivision: Walts Crossine Applicant Name: Melvin Stewart &Brenda Mcneil Address: 1451 _Red Hill Church RD Dunn N.C. 28334 Type of Facility Served by Well: DWMH Sewage System: 25% Reduction Permit Conditions: Lot #: 7 General Permit Conditions: • Drinking water supply well construction must meet 15A NCAC 02C.100 rules • The permitted drinking water supply well shall be located in accordance with the SITE PLAN • ANY ALTERATION of the site of the site (including location of structures and appurtenance) or modification in use of the well, may subject this Permit to revocation Authorized State A an Date Gr mg Inspection Witnessed_ Date Grouting self -certified by driller GW -1 provided? ZYes ❑ No See attachment for construction sketch WELL CERTIFICATE OF COMPLETION Date: Application #: Well Contractor: Applicant Name: 21&1,1-5 Address: _ Directions to Site: Use of Well: Static Water Level: Disinfection: Type Water Zone (depth) From _ To From _ To _ From To Inspector: _ Remarks: Date Drilled: -Total Depth: _ Replacement Well? E]Yes [-]No Top of Casing is _ in. above surface. Yield: gpm at _ ft. Amount Casine From _ To Diameter: From To Diameter: From To Diameter: On Hold Date: Material: _ Thickness: Material: Thickness: Material: Thickness: Release Date: Grout From 0 To Material: Method: From _ To Material: _ Method: From To Material: Method: Well Head Information / Casing Height (above finished grade)/ Access Port / Vent Stack: Well ID Tag: Pump ID Tag: / Sampling Tap: / Backflow Preventer. Sample Taken? ❑ Yes d No Well Head properly sealed: V/ Remarks: Authorized State A t /t Date See Attachment for co tion sketch Application #:15-5-3691 OR Applicant `-nie: Melvin Stewart & Brenda Mcneil Subdi- ion: Walts Crossing Lot #: 7 Well Construction Sketch Well Completion Sketch UJ MWK w fl ,w 8° 0 U4� tj A \ c� A P v)0 �DnG} Jo.f J C-7— Well r tU ,p0 LW 1 \�jm ti