Loading...
HomeMy WebLinkAbout405372_Well Construction - GW1_20120523ON ESI NTI L WELL CONST UCTh N C RD North Carolina Department of Environment and Natural Resources - t ivision of Water Quality WELL C 1. WELL CONTRACTOR: D.T. Chalmers, Jr. (1) NT lk CT CERTIFICATE 1 N #0 4146A Well Contractor (Individual) Name CATLIN Engineers and Scientists Well Contractor Company Name 220 Old Dairy Road Street Address Wilmington North Carolina City or Town State ( 910) - 452-5861 Area code - Phone number 2. WELL INFORMATION WELL CONSTRUCTION PERMIT #: N/A OTHER ASSOCIATED PERMIT # (if applicable): N/A SITE WELL ID # (if applicable) _ MW-6 28405 Zip Code 3. WELL USE (Check One Box): Monitoring II, Municipal/Public ❑ IndustriaVCommercial 0 Agricultural 0 Recovery ❑ Injection ❑ Irrigation 0 Other 0 (list use): DATE DRILLED: April 27, 2012 4. WELL LOCATION: 1 Hanover St., 28401 (Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code) CITY: Wilmington COUNTY: New Hanover TOPOGRAPHIC / LAND SETTING (check appropriate box) ❑Slope ❑ Valley 1:4 Flat ❑ Ridge ❑ Other: LATITUDE: LONGITUDE: 34.244004689 DD 77.949976137 DD Latitude/longitude source: 114 GPS ❑ Topo. map (Location of well must be shown on a USGS topo map and attached to this form if not using a GPS.) 5. FACILITY (Name of the business where the well is located.) The City Marina Wilmington, LLC N/A Facility Name 1 Hanover St. Facility ID # (if applicable) Street Address Wilmington City or Town Kyle Myers Contact Name 720 N 3rd St. NC State 28401 Zip Code Mailing Address Wilmington NC 28401 City or Town State Zip Code (910)- 251-6160 Area code - Phone number 6. WELL DETAILS: a. TOTAL DEPTH: 14 b. DOES WELL REPLACE EXISTING WELL? YES 0 NO c. WATER LEVELBelow Top of Casing: 8•4 FT. „ (Use + if Above Top of Casing) • C y G d. TOP OF CASING IS 3.49 FT. Above Land Surface* * Top of casing terminated at/or below land surface may require a variance in accordance with 15A NCAC 2C.0118. • e. YIELD (gpm): N/A METHOD OF TEST: N/A • f. DISINFECTION: Type N/A Amount: N/A • g. WATER ZONES (depth): • Top Bottom Top Bottom • Top Bottom Top Bottom Top Bottom Top Bottom 7. CASING: Depth Thickness/ Diameter Weight Material Top 0 Bottom 5 Ft. 2 in. Sch. 40 PVC : Top Bottom Ft. in. Top Bottom Ft. in. 8. GROUT: Depth Material Method Top Bottom Ft. Top 1 Bottom 2 Ft. Bent. Pellets Surface Pour Top Bottom Ft. 9. SCREEN: Depth Diameter Slot Size Material Top 5 Bottom 14 Ft. 2 in. Slot .010 in. PVC Top Bottom Ft. in. in. Top Bottom Ft. in. in. • 10. SAND/GRAVEL PACK: Depth Size Material Top 2 Bottom 14 Ft. #2 Medium Torpedo Sand • Top Bottom Ft. Top Bottom Ft. • 11. DRILLING LOG • Top Bottom / / / Formation Description SEE ATTAC ED 12. REMARKS: f 4, y • I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTEiiN=ACOORDANCE WITH • 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS • RECOR AS BEEN PROVIDED TO THE WELL OWNER. • SI 4iA RE OF CERTIFIED - ONTRACTOR : D. . Chalmers, Jr. : PRINTED NAME OF PERSON CONSTRUCTING THE WELL DATE Submit within 30 days of completion to: Division of Water Quality - Information Processing, 1617 Mail Service Center, Raleigh, NC 27699-1617, Phone No. (919) 807-6300 Modified from Form GW-1 b Rev. 2J09 , p . `a" ,:;;;7-Yil 'k , ' h Yf; 'JZ�'..k' 1 A FI 4 , , „7.-...„ -. —4-'''''''' 44,,_..., lik IN Engineers and Scientists 206-086 SHEET i OF 1 1v vj Xt , ,.� P_� cn)i lYti:.� ,._T .'n w_.�1.:fti� � Z: L�s+.l.r{i1$ ,it? fi"!?.reL:� �..,s3'.SH' "•,.c+iir+v� yy . Pi sOJECT NO.: 2•6-086 STATE: !C _ C!'UNTY: ew Ham Ater LOCATION: Wig; ington PROJECT NAME: The City Marina Wilmington, LLC LOGGED zY: Justin Heter WELL ID: �i a r. . DRILLER: D.T. Chalmers, Jr. NORTHING: 181475.8 EASTING: 2317350.7 CREW: Corey Futral SYSTEM: NCSP NAD 83 (_ Sft) BORING LOCATION: T.O.C. ELEV.: 23.80 DRILL MACHINE: Marooka METHOD: SA 0 HOUR DTW: 7.4 TOTAL DEPTH: 14.0 START DATE: 4/27/12 FINISH DATE: 4/27/12 24 HOUR DTW: 8.4 WELL DEPTH: 14.0 DEPTH BLOW 6in bin COUNT 6in bin OVA m (PP) LAB.l o s L °� SOIL AND ROCK DESCRIPTION DEPTH ELEVATION WELL DETAIL 0.0 LAND SURFACE 20.3 3.5 . o.o :, (GW) - CONCRETE I I„ I I 1 1 I I I I 1 1 1 1 I- - I I I 1 1 1 1\32 Slot .010 ® 2° Sch. 40 PVC , • Sch. 40 PVC 2.0 2. : _ J J _` — - . 14.0 4.0 1.0 (SP) - f. SAND 19.3 Sat. :: •• .. : : • (SP) - Brown. f. SAND. Med dense. Uniform. Saturated 3.0 17.3 — 2 4 6 8 0.0 Sat. • • : 7 (SP/CL) - S.A.A w/ clay. No Odor 5.0 15.3 3.0 — 2 2 1 1 0.0 � r .; . -: ... . ... ....... . r .. ... (SC) - Brown. Clayey SAND. Saturated. No Odor t = f: yJ MAy 47, ,-,,,,-.,,,,.. ----,,,- , .,.. 5.0 _ _ ' • , Boring Terminated at Elevation 6.3 ft 15.0 5.3 Bentonite Pellets #2 Medium Sand