WM0100533_Monitoring Well Construction Application_20230104

FOR OFFICE USE ONLY

PERMIT NO. ISSUED DATE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY - DIVISION OF WATER RESOURCES
APPLICATION FOR PERMIT TO CONSTRUCT A MONITORING OR RECOVERY WELL SYSTEM
PLEASE TYPE OR PRINT CLEARLY
In accordance with the provisions of Article 7, Chapter 87, General Statutes of North Carolina and regulations pursuant thereto,
application is hereby made for a permit to construct monitoring or recovery wells.

1. Date: January 4, 2022

2. County: Caldwell

3. What type of well are you applying for? (monitoring or recovery): Monitoring

4. Applicant: Town of Granite Falls (Jerry T. Church) Telephone: [phone]

Applicant’s Mailing Address: PO Drawer 10, Granite Falls, NC 28630

Applicant’s Email Address (if available): [e-mail]

5. Contact Person (if different than Applicant): Don Marlor Telephone: [phone]

Contact Person’s Mailing Address: 1900 Hendersonville Rd, Suite 10, Asheville, NC 28803

Contact Person’s Email Address (if available): [e-mail]

6. Property Owner (if different than Applicant): Larry and JoAnn Huffman Telephone:

Property Owner’s Mailing Address: 16 Falls Avenue, Granite Falls, NC 28630

Property Owner’s Email Address (if available):

7. Property Physical Address (Including PIN Number) 16 and 18 Falls Avenue PINs: 2775958036, 2775947611, & 2775949394
City Granite Falls County Caldwell Zip Code 28630

8. Reason for Well(s): Assessment
(ex: non-discharge permit requirements, suspected contamination, assessment, groundwater contamination, remediation, etc.)

9. Type of facility or site for which the well(s) is(are) needed: Undeveloped property adjacent to textile manufacturer
(ex: non-discharge facility, waste disposal site, landfill, UST, etc.)

10. Are there any current water quality permits or incidents associated with this facility or site? If so, list permit and/or incident no(s).

Western Adjoining Facility (Shuford Mills) UST incident #6326 and # 6327. Approximately 172 ft from western property
boundary.

11. Type of contaminants being monitored or recovered: VOCs, SVOCs, and PFAS
(ex: organics, nutrients, heavy metals, etc.)

12. Are there any existing wells associated with the proposed well(s)? If yes, how many? Unknown

Existing Monitoring or Recovery Well Construction Permit No(s).: Unknown

13. Distance from proposed well(s) to nearest known waste or pollution source (in feet): 172

14. Are there any water supply wells located less than 500 feet from the proposed well(s)? Unknown

If yes, give distance(s):

15. Well Contractor: TBD Certification No.:

Well Contractor Address:

PROPOSED WELL CONSTRUCTION INFORMATION

1. As required by 15A NCAC 02C .0105(f)(7), attach a well construction diagram of each well showing the following:

a. Borehole and well diameter e. Type of casing material and thickness
b. Estimated well depth f. Grout horizons
c. Screen intervals g. Well head completion details
d. Sand/gravel pack intervals

FIGURE 1
SITE TOPOGRAPHIC MAP
THREE PARCELS – GRANITE FALLS
16 AND 18 FALLS AVENUE
GRANITE FALLS, NC
ECS Project No. 49:18780-A
SOURCE:
ECS PHASE I ESA
NOVEMBER 27, 2022
SCALE:
AS SHOWN
SITE
NO WATER SUPPLY WELLS OR POTENTIAL SOURCES OF CONTAMINATION ARE KNOWN TO EXIST OTHER THAN ILLUSTRATED ABOVE.
SOURCE:
ECS PHASE I ESA
NOVEMBER 27, 2022
SCALE:
AS SHOWN
FIGURE 2
POTENTIAL SOURCES MAP
THREE PARCELS – GRANITE FALLS
16 AND 18 FALLS AVENUE
GRANITE FALLS, NC
ECS Project No. 49:18780-A
UST
INCIDENT
#6326 and
#6327
LEGEND
FIGURE 3
SAMPLE LOCATION MAP
THREE PARCELS – GRANITE FALLS
16 AND 18 FALLS AVENUE
GRANITE FALLS, NC
ECS Project No. 49:18780-A
SOURCE:
ECS PHASE II PROPSAL
DECEMBER 15, 2022
Scale: As Shown
LEGEND
APPROXIMATE MONITORING WELL LOCATION APPROXIMATE SITE PARCEL BOUNDARY
NOT TO SCALE
FIGURE 4
PROPOSED MONITORING WELLS
THREE PARCELS – GRANITE FALLS
16 AND 18 FALLS AVENUE
GRANITE FALLS, NC
ECS Project No. 49:18780-A
TOP OF DIRECT PUSH STEEL
RODS ABOVE THE LAND
SURFACE
2--INCH BORE
HOLE
1.5-INCH STEEL DIRECT
PUSH RISER
GROUND
SURFACE
GROUNDWATER SLOTTED STEEL SCREEN
0.01-INCH SLOT WIDTHS
SET TO INTERSECT GROUNDWATER
ESTIMATED 4 FEET IN LENGTH
NATURAL FORMATION
BACKFILL
ESTIMATED
~20’-25’
FEET