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HomeMy WebLinkAboutWS0801057_Application_20210316NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY — DIVISION OF WATER RESOURCES APPLICATION FOR PERMIT TO CONSTRUCT A WATER SUPPLY WELL OR WELL SYSTEM (Wells or Well Systems with a Design Capacity of 100,000 Gallons Per Day or Greater) 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 water supply wells. 1. Date: 03/08/2021 2. County: Pender 3. Applicant Sidbury Development LLC FOR OFFICE USE ONLY PERMIT NO. ISSUED DATE: Applicant's Mailing Address: 6626 Gordon Road, Wilmington, NC 28411 Applicant's Email Address (if available): grady@mcadamshomes.net 4. Contact Person (if different than Applicant): C.J. Corvette Contact Person's Mailing Address: P.O. Box 882, Hampstead, NC 28443 Contac Person's Email Address (if available): cjc@armnc.com 5. Property Owner (if different than Applicant): Sidbury Development LLC Owners Mailing Address: 6626 Gordon Road, Wilmington, NC 28411 Telephone: 910-798-3006 Telephone: 910-512-7156 Telephone: 910-798-3006 Owner's Email Address (if available): grady@mcadamshomes.net 6. Property Physical Address (including PIN Number): 3271-12-6568-0000, 3261-76-0456-0000 City: Wilmington County: Pender Zip Code: 28411 7. Intended use of Well or Well System: Consumption/water supply well (examples: irrigation, consumption, etc.) 8. Will the proposed water supply well or well system replace or be added to an existing well or well system? No. (If yes, complete questions 7 and 8) (If no, complete question 7 and then skip to question 9) 9. Total design capacity of proposed well or well system in gallons per day (gpd): 3 Wells at 250 gpm = 1,080,000 gpd 10. If adding a well to an existing system, list the existing water supply wells in the existing system and their respective yields: 11. Is this a public well or well system? Yes If yes, give Public Water ID Number: NC7071063 If yes, give Project Engineer and contact information:Tony Boahn, McKim & Creed, TBOAHN@mckimcreed.com 12. Well Contractor: James Cornette Well Contractor Certification No.: 2424A Well Contractor Address: Applied Resource Management, 257 Transfer Station Road, Hampstead, NC 28443 PROPOSED WELL CONSTRUCTION INFORMATION 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 b. Estimated well depth C. Screen intervals d. Sand/gravel pack intervals e. Type of casing material and thickness f. Grout horizons g. Well Head completion details 2. No. of wells to be constructed in unconsolidated material: 3. No. of wells to be constructed in bedrock: 3 4. Total No. of wells to be constructed: 3 (add answers from 2 and 3) 3/15/2021 5. Estimated beginning construction date: 6. Estimated construction completion date: 5/01 /2021 Continued on Reverse ADDITIONAL INFORMATION As required by 15A NCAC 02C .0105(0(5), attach a scaled map of the site showing the locations of the following: a. All property boundaries, at least one of which is referenced to a minimum of two landmarks such as identified roads, intersections, streams, or lakes within 500 feet of the proposed well or well system. b. All existing wells, identified by type of use, within 500 feet of the proposed well or well system. C. The proposed well or well system. d. Any test borings within 500 feet of proposed well or well system. e. AD sources of known or potential groundwater contamination (such as septic tank systems, pesticide, chemical or fuel storage areas, animal feedlots as defined in G.S. 143-215.1 OB(5), landfills, or other waste disposal areas) within 500 feet of the proposed well or well system. As required by 15A NCAC 02C .0105(g)(3), for wells screened in multiple zones or aquifers, provide representative data on the static water level, pH, specific conductance, and concentrations of sodium, potassium, calcium, magnesium, sulfate, chloride, and carbonates from each aquifer or zone from which water is proposed to be withdrawn. 3. Attach any water use permits (if required). [e.g. Central Coastal Plain Capacity Use Area Permit is required in 15 eastern NC counties by NC Division of Water Resources, visit: http./Mm.ncwater.org) SIGNATURES The Applicant hereby agrees that the proposed wall(s) will be constructed in accordance with approved specifications and conditions of the Water Supply Well Construction Permit as regulated under the Well Construction Standards (Title 15A of the North Carolina Administrativ de, Su hapter 2C) and accepts full responsibility for compliance with these rules Signature of Applicant or *Agent Title dI&Icant or •Agent m G� t rt • if signing as Agent, attach authorization agreement stating Printed name of Applicant or *Agent that you have the authority to act as the Agent. If the property is owned by someone other than the applicant the property owner hereby consents to allow the applicant to construct water supply wells as outlined in this Water Supply Well Construction Permit application and that it shall be the responsibility of the appli nt t i ensure that the water supply well(s) conform to the Well Construction Standards (Title 15A of the North Carolina Administrative Code, Subchapter 2C). L - AJon., G. Saw Signiffure of Property Owner (If different than Applicant) Printed name of Property Owner (if different than Applicant) DIRECTIONS Please send the completed application to the appropriate Division of Water Resources' Regional Office: Asheville Regional Office Raleigh Regional Office Wilmington Regional Office 2090 U.S. Highway 70 3800 Barrett Drive 127 Cardinal Drive Extension Swannenoa, NC 28778 Raleigh, NC 27609 Wilmington, NC 28405 Phone: (828) 2964500 Phone: (919) 7914200 Phone: (910) 796-7216 Fax (828) 299-7043 Fax: (919) 571-4718 Fax: (910) 350-2004 Fayetteville Regional Office 225 Green Street, Suite 714 Fayetteville, NC 28301-5094 Phone: (910) 433-3300 Fax (910) 486-0707 Mooresville Regional Office 610 East Center Avenue Mooresville, NC 28115 Phone: (704) 663-1699 Fax: (704) 663-6040 Washington Regional Office 943 Washington Square Mall Washington, NC 27889 Phone: (252) 946-6481 Fax: (252) 975-3716 Winston-Salem Regional Office 450 W. Hanes Mill Road Suite 300 Winston-Salem, NC 27105 Phone: (336) 776-9800 GW 22W Rev. 3-1-2016 .. vv all - ,� f I y.►y F r � . •. r , . ' � 0 ••i .Y ,�� �''F�,*,.,,� ,•+*;�,. ��;�•� , fir.:. +} .. 1" X 40' PVC Measuring Conduit With Cap — 40' Portland Cement Grout 140' Portland Cement Grout 5' Bentonite�` Grout JJ 3543 Gravel Pack Applied Resource Management, P C. Hampstead, NC 28443 Well Vent 2' X 8" Riser With I Sanitary Well Seal TITLE: 40' X 16" Certa Lok SDR 17 PVC Riser/Outer Casing Top Of Castle Hayne Limestone Aquifer 150' X 8" Certa Lok SDR 17 PVC Riser 8" X 16" Stainless Steel Centralizers at 50', 100', 150' and 200' 30' X 8" 0.030' Slot Well Screen TD = Approx 180' Proposed High Capacity Well Construction Diagram J 20371 I SCALE: NTS I DATE: DRAWN BY 3/09/2021 I JLLC/CJC FIGURE: 2 ROY COOPER Governor MICHAEL S. REGAN Secretary S. DANIEL SMITH Director NORTH CAROLINA Environmental Quality Preliminary Well Site Approval Letter January 13, 2020 Grady Gordon McAdams Homes, LLC 6626 Gordon Road, Unit C Wilmington, NC 28411 Re: Preliminary Well Site Approval Silo Ridge Water System NC7071063 Dear Mr. Gordon: On January 6, 2021,1 met with Grady Gordon, McAdams Homes, and Jim Cornette, ARM, to conduct a preliminary investigation of the proposed amended well sites W01 and W02. The original well sites for W01 and W02 were approved in the approval letter dated December 3, 2020. Poor water quality was found which necessitates revising the locations of W01 and W02. The original site for W03 remains unchanged. The proposed wells have been assigned Water System Facility (WSF) Identification Numbers and Sampling Point Codes as indicated below. WSF ID Sampling Description of Well Site Preliminary Latitude and No. Point Code Lon itude W01 RW1 —110' NE of Sidbury Rd 34.326514,-77.772458 —125' SE of Ho ans Trail W02 RW2 —780' W of Blake Farm Blvd. _ 34.328367,-77.767764 —900' SE of Ho ans Trail W03 RW3 —250' NE of Sidbury Road 34.338217,-77.788814 This letter is provided by Public Water Supply (PWS) Section, in accordance with rule .0305(b) of the Rules Governing Public Water Systems (15A NCAC 18 C), to provide permission to drill wells at the listed sites in order to establish water quality and quantity and suitability of the wells as a source for a public water system. In addition, this "preliminary well site approval" is to acknowledge that according to the information and documentation provided, we understand that the proposed wells are North Carolina Department of Environmental Quality I Division of Water Resources Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 �� /'� 910.796.7215 located on lots so that the area within 100 feet of the wells is owned or controlled by the person supplying the water and that the supplier of water will protect the well lots from potential sources of pollution and construct landscape features for drainage and diversion of pollution as required in rule .0203(1). In addition, we understand that you have determined that the proposed well locations satisfy the minimum horizontal separation distances specified in rule .0203 (2) and summarized in the following table: Distance (in Potential Source of Pollution feet 100 • From any sanitary sewage disposal system, sewer, or sewer pipe (unless sewer is constructed of water main materials and joints, in which the sewer pipe shall be at least 50 feet from the well. • From buildings, mobile homes, permanent structures, animal houses or lots, cultivated areas to which chemicals are applied. • From surface water. • From a chemical or petroleum fuel underground storage tank with secondary containment. • From any other potential source of pollution not listed in this table. 200 • From a subsurface sanitary sewage treatment and disposal system designed for 3,000 or more gallons of wastewater a day, unless your well water source is a confined aquifer. 300 • From any cemetery or burial ground. 500 • From a septage disposal site. • From a chemical or petroleum fuel underground storage tank without secondary containment. • From the boundary of a ground water contamination area. • From a sanitary landfill or non -permitted non -hazardous solid waste disposal site. 1,000 • From a hazardous waste disposal site or in any location which conflicts with the North Carolina Hazardous Waste Management Rules cited in NCAC 13A. We also understand that the owner will ensure that the lots are graded or sloped so that surface water is diverted away from the wellheads and that the lots are not subject to flooding in accordance with rule .0203(4). PWS Section "Authorization to Construct" and "Final Approval" Subsequent to well drilling and evaluating water quality and quantity (e.g., collecting and analyzing samples and performing a 24-hour well drawdown test) the owner must submit an "Application for Approval of Engineering Plans and Specifications for Water Supply Systems" to document proposed well completion (e.g., selected pump, wellhead and well house details) and associated transmission lines, treatment and/or storage facilities and other critical information about the public water system. In accordance with rule .0305(a) no construction shall be undertaken until the PWS Section issues an "Authorization to Construct" letter. In addition, in accordance with .0309(a) the new wells and all associated treatment, storage or transmission/distributions lines shall not be placed into service until the PWS Section has issued a "Final Approval." These steps are described in the Engineering Planning and Development Guidance Document available at kv-711 ' ,I Be aware that plans, specifications and reports for the new wells must be certified by a Professional Engineer. Therefore, it is recommended that a Professional Engineer or Licensed Geologist (or their designated representative) experienced in the construction of water supply wells, conduct on -site monitoring of well construction. At a minimum, certain critical phases of well construction such as installation and grouting of casing should be monitored. In many situations it may be necessary to go beyond the minimum requirements in order to protect the public health and ground water resources. Other Agency Approvals Required This PWS Section "preliminary well site approval' letter does not address other agency applicable rules and requirements pertaining to well construction and registration. Local county well construction rules and ordinances may include additional requirements. Well construction must meet the standards specified in the Well Construction Standards (15A NCAC 2C). Be aware that these rules require a permit to be obtained from the Water Quality Regional Operations Section of the Division of Water Resources before the well is constructed if it is anticipated that the new well will be part of a water system with a design capacity of 100,000 gallons per day or greater. In addition, these rules require that wells be constructed by a properly certified well driller. For more information contact the Water Quality Regional Operations Section at 919-807-6300 or http://portal.ncdenr.orPJweb/wi/aps Sincerely, Je nine Press Engineer Wilmington Regional Office Cc: R.W. (Bob) Midgette, Chief, Public Water Supply Section Heidi Lane Cox, Regional Engineering Supervisor, Public Water Supply Section Pender County Health Department -Environmental Health Morella Sanchez -King, Regional Supervisor, Water Quality Regional Operations Section Nat Wilson, Chief, DWR-Groundwater Management Branch Tony Boahn, McKim & Creed, 243 N Front St, Wilmington, NC 28401