HomeMy WebLinkAboutNC0048577_Well Site Approval_20210121ROY COOPER
Governor
DIONNE DELLI-GATTI
secretary
S. DANIEL SMITH
birector
Mr: Myron Neville
Robeson CountyWater System
176 Legend Rd. _
Lumberton, NC 28358
NORTH CAROLINA
Environmental Quality
Re: Preliminary Well Site Approval
Robeson County Water System
Dear Mr. Neville:
On January.21, 2021 I met with Mr.'Corey Hammond and conducted a'preliminary'
investigation of the proposed well site listed below. The proposed well has been assigned a
Water System Facility (WSF) Identification Number and. Sampling Point Code as indicated
below.
WSF Ib
No.
Sampling
Point Code
Description of Well Site
"
Preliminary Latitude and
Longitude
S59
RW59
Located on Dean Rd.
approximately 0.2 miles from
the 'intersection of Dean Rd.
and NC Hwy 20.
34.800258,.-78.934307
This letter is provided in accordance with rule .0305 (b) of the Rules Governing Public Water .
Systems (15A NCAC 18 C) to provide Public Water Supply (PWS) Section permission to drill
a well at the listed site in order to establish water quality and quantity and suitability of the
well 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 well is located
on (a) so that the area within 100 feet of the well is owned or controlled by the person
supplying the water and that the supplier of water will protect the well lot from -potential
North Carolina Department of Environmental. Quality I Division of Water Resources
IFW�dJj� Fayetteville Regional Office 1 225 Green_ Street, Suite 714 1 Fayetteville, North .Carolina 28301'
oap�rtmemaEmmmW QWHY 910.433.3300
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 location satisfies
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'..
3.00 .
k- 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 lot is graded or sloped so that
surface water is diverted away from the wellhead and that the lot is not be 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 well and all associated
treatment, storage or transmission/distributions lines shall not be placed into service until
.� Q
�� North Carolina Department of Environmental Quality I Division of Water Resources
Fayetteville Regional Office 1225 Green Street, Suite 714 I Fayetteville, North Carolina 28301
NOMV CMZUINA
910.433.3300
the PWS Section has issued a "Final Approval." These steps are described in the
Engineering Planning and Development Guidance Document available at
http /LWww.ncwater.org/t2ws� .
Be:aware that plans, specifications and reports for the new well must be certified by
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
requirementsin 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 ZC). Be aware that these rules require a.permitto be obtained from the Aquifer
Protection Section of the Division of Water- Quality 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 Aquifer
Protection Section at 919-807-6300 or http://portal.ncdenr.org/web-/wgZ
Sincerely,
Ryan Fox
Environmental Engineer
Fayetteville Regional Office
Cc: Robert Midgette, Chief, Public Water Supply Section
Heidi L. Cox, Regional Engineering Supervisor
Cindy Council, Robeson Countyflealth Department
Nat Wilson, Chief, DWR-Groundwater aM nage:
Myron Neville, Robeson County Water System
North Carolina Department of Environmental Quality I Division of Water Resources
Fayetteville Regional Office 1 225 Green Street, Suite 714 1 Fayetteville, North Carolina 28301
NOriR? CN;CLINn �`
oapam�mnt at6nnanmcnalWYi 910.433.3300
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VICINITY MAP
NOT TO SCALE
efs - existing Iron slake found
ecm - existing concrete marker found
ens- existing railroad spike found
eia- existing Iran axle found
en - existing nail found
smn - set mag nail
emn • existing mag nail found
sip - set Iron pipe
eip - existing Iran pipe found
sir. set Iron rod .
air- existing Lan rod found
cp- calculated paint (no stake set)
right of way line plotted
surveyed line
--- line plotted (not surveyed)
fence line plotted
o„raIe.= ditch line plotted
easement line plotted
centerilne line plotted
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CaRlfcalion of Exemption lmm Subdivision Adinhisuator or Agent
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