WQ0040763_Application (FTSE)_20190214

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: r u i (to be completed by DWR)
All items must be completed or the aunlication,will be returned
L APPLICANT INFORMATION:
1. Applicant's name: WT Lowman Properties, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ®❑ individual ❑❑ Corporation ❑❑ General Partnership ❑❑ Privately -Owned Public
Utility
❑❑ Federal ❑❑ State/County ❑❑ Municipal ❑❑ Other
3, Signature authority's name: Tara Sisk Lowman per 15A NCAC 02T,_0106(b)
Title: Owner / Mana er
4. Applicant's mailing address: PO Box 5129 0
City: Carte State: NC Zip: 27512-,�
CD
5. Applicant's contact information:. .ri aF
Phone number: (9� 671-3990 Email Address: tlowman4l l-dgmail.com
II. PROJECT INFORMATION: o• -�
1. Project name: 10108 Penny Road and 101 16 Penny Road y�j E o
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Per UProject0 all
,p
If a modification, provide the existing permit number: W 0 cs
QO and issued daft:
If new construction but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: N.715.091.50 Longitude:-E. 2,067.63 1.54
5. Parcel ID (if applicable): 0761745974• Second Parcel ID## 0761744946 to utilize sewer,
(or Parcel ID to closest downstream sewer) -
III. CONSULTANT INFORMATION:
I. Professional Engineer: Philip N. Post License Number: 7635
Firm: C-347
Mailing address: PO Box 4912
City: Camel Hill State: NC Zip: 27515-4912
Phone number: 9( 19) 818-7862 Email Address: hill .n_ ost'd gmail.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
i. Facility Name; SCWRF Permit Number: 65102
Owner Name: Town of Ca
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W 65102 "-0i Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers if applicable): WQCS '
Owner Name(s): Town_of Cary
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑
❑❑ yes ®❑No ❑❑NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's OpgmtionaI Agreement (FORM DEV) been attached?
❑❑ Yes ❑❑No ®®NIA
3. If the Applicant is a Home/Pro rt Owners„Association, has an Operational Agreement (FORM: HOA) been attached?
❑❑ Yes ❑ ❑No ®®NIA
4. Origin of wastewater: (check all that apply):
®® Residential Owned ❑❑ Retail (stores, centers, malls) ❑❑❑❑ Car Wash
❑ Residential Leased ❑❑ Retail with food preparation/service ❑❑❑ Hotel and/or Motels
❑ School / preschool / day care ❑❑ Medical / dental / veterinary facilities ❑❑❑ Swimming Pool /Clubhouse
❑❑ Food and drink facilities ❑❑ Church
Backwash ❑❑❑❑❑ Swimming Pool/Filter
❑ Businesses / offices 1 factories ❑❑❑ Nursing Home ❑❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial ' % Commercial
% Industrial See 15A NCAC 02T .0103 20
:Is there a Pretreatment Program in effect? ❑❑❑ Yes ®® No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑❑ Yes ®® No
D If ve& grovide a copy of flow reduction annroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I 14(f) Daily Design Flow a.e I No. of Flow
Units
Residential 280 gal/day 4 1120 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
&'d/ GPD
Total 1120 GPD
a See 15A NCAC 02T .0114 d e 1 and (e)(21 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0 114 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1120 GPD (per 15A NCAC 02T .0114)
Y Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑❑ ❑Pump Station or Gravity Sewer where flow will be permitted in subsequent permits dial connect to this line
❑❑ ❑Flow has already been allocated in Permit Number:
❑❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑❑ Other (Explain):
FORM: FTA 04-1 G Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 I96 PVC
Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIIL PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC umlt Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2 Approximate Coordinates (Decimal Degrees); Latitude: ._ Longitude: -°
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): . gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station), -
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305 h 1
❑❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B),
3► Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(l)(C);
D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timcframes, shall be provided
in the case of a multiple station power outage_
FORM: FTA 04-16
Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & I SA NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305 & ®® Yes ❑ ❑ No
15A NCAC 02T _0305(g) contains alternatives where separations in ()2T.0305 f cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications ►.•eboaee
D If noncompliance with 02T.0305 or see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®® Ycs❑ ❑ No
❑ NIA
D See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
D As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213 .0200`I M Ycs ❑❑No ® NIA
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑❑ Yes ®® No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 401 & 13uf1'cr Permiltine Branch
5. Does project comply with 15A NCAC 02T.0105 c 6 (additional permits/ccrtifications)? ®® Yes ❑❑ No
Per 15A NCAC 02T.0105 c 6 , directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines lltat are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer' means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer. ❑❑ Yes ® ®No
® NIA
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

r-eb.08.2019 09221 PM RETREAT AT CARY 9194683221
x CERTIFICATIONS:
1. Does the submitted system comply vith 15A NCAr, 021, the Mini: n D2699 Criteria for the Pmniltin n fattens
an the r i ' Sewer 'r rn i I vc i as applicable?
®® Yes CI [I No
If No, complete and submit da Vari nodAhlcmativc Design Request application (VADC 10-14) and supporting documents for
review. Aenro val of the rguoupst isimpanhvbd nb4nr *n a@h.;"n1 AV T—.a. ♦,tee!_-.t- --o ----- -.
2. Professional Enginoces Certiricatio :
1, ?*V"de 9. PC �.
(Professional Enjiuccr' name from
Item lil.l.)
that this application for
has beat mvicwcd by me and is a umtc, complete and eonsistcnt with the information supplied in the plans, specifications,
engineering calculations, and all oth supporting documentation to rite best of my knowledge. I further attest that to the best of
my knowledge tho proposed design s been prepared in accordance with the applicable regulations, Gravity Sower Minimum
Design Criteria for Gravity Sewers latest version), and the Minimum Design Criteria for the past -Track Pcrmilting of Pump
Stations and Force Mains (latest ve 'on), Although outer professionals may have developed certain portions of this submi[W
package, inclusion of those material under my signature and seal signifies that I have reviewed this material and have judged it
to be consistent with tho proposed deign.
NOTE — In accordance with Gendral Statutes 143 215.6A and 143-215.68, any person who knowingly makes any false
atatcmcnt nprescntatian, or ccrtiQ tiait in any application package shall be guilty ofa Class 2 misdctncanor, which may faciudc
a fine not to exceed $10,000, as wcI as civil penalties up to $25,000 per violation.
North Carolina ProfeatlYoitttl Engineer's seal, sigrtaturc, and date;
3. Applicant's Certification per 15A NCAC 02T .0106(b).
I, 7Lt4* 5/5K rLpkll7 vu1u IfAQrlAAjEv— attest timt this application for
(Signature 01.ty'9 name sit: title from Application Item I,3.)
has b= rcviewcd by ale and IS a to and complete to (Ite best of my knowledgo. I understand drat if all required pails of
this application arc not oompictod md that if ail required supporting documentation and nuactunents am not included, this
application package is subject to be ng returned as incomplete. I understand that any dhschargc of wastewater from this non -
discharge system to surliieo wmtcrs r the land will result in an immediate; onforexxnenl action that may include civil penalties,
h0uni%ve relief, and/or criminal ion. I will matte no claim against the Division of Water Resources should a condition
Of this permit tic violated. 1 also un land that if all required pUIS of this application package are not completed and that if all
roquircd supporting information mW attachments are not included, this application package will be returned to me as Incomplete,
NOU — In accordance .vilh Get rid Statules Ida- 16A and 4't- S B any person alto knowingly ttWtkcs any false
statemmt, representation, or cetti (ion in any application package shall be guilty ofa Class 2 misdemeanor, wlueh may include
a titre not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
SignaIum`- •cQ�r_�.
Date:
FORM: FTA 04-16
Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
I' V6 [sr .,L UI, i. i� 1 +Itllrr. Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: WT Lowman Properties, LLC
Project Name for which flow is being requested: 10108 Penny Road and 10116 Penny Road
Mare than one FTSE may be required for a single project if the ou-ner of the IVIITP is not responsible for all primp
stations along the route of the proposed wastewater, flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a.
b.
C.
d.
WWTP Facility Name: South Cary Water Reclamation Facility
WWTP Facility Permit #: NC0065102
A11 flows are in MGD
WWTP facility's permitted flow
Estimated obligated flow not yet tributary to the WWTP
WWTP facility's actual avg. flow
f. TotaI flow for this specific request
g. Total actual and obligated flows to the facility
tt P f
12.8
0.279
5.06
0.00112
5.339
ercent o permitted flow used 417%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow"
(Name or
Capacity, * (Firm i pfl,
Number)
MGD MGD
n.a.
(S)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx-
Not Yet
Total Current
Current Avg,
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
* The Firm Capacity of any pump station is defncd as the Its pumped Ru« that
can be achieved with the largest pump taken out of service.
* * Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < {I.
Downstream Facility Name (Sewer): Town of Cary public sewer
Downstream Permit Number: n.a.
Page I of 6
FTSE 04-16

III. Certification Statement:
I _Shuyan Tian _ certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performcd in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates -acceptance of this wastewater flow.
Signing 4f ciUSignature
Dare
Page 2 of 6
!~TSE 04-16

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of North Carolina
.apartment of Environment,
Health and Natural Resources.�I�- 4
Division of Environmental Managem PO"OVED
,lames B. Hunt, Jr., Governor MAY 2 7 1994 Am
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., DirectorDEHNR.RAL R0
May 25, 1994
S. Douglas Spell, P.E., Town Engineer
Town of Cary
Post Office Box 1147 -
Cary, North Carolina 27512-1147
RE: Town of Cary
Reduction in Wastewater Flows
Wake County
Dear Mr. Spell:
On May 12, 1994, the Division received your wastewater flow reduction request and support
documentation concerning wastewater flows associated with present residences in the Town of Cary.
Your letter requested the Division allow the reduction of wastewater flows from 120 GPD per bedroom as
required in required by North Carolina Administrative Code to 275 GPD per household for single family
residential units and 100 GPD per bedroom for multi -family units. In support of your request,
documentation and water consumption data was supplied from households Iocated in Cary. On May 23,
1994, after a preliminary review by the Division, additional information and water consumption data was
requested. This information was provided to the Division on May 25, 1994.
An evaluation was completed by the Division in accordance with 15A NCAC .0219(I)(3) using the
water consumption data provided for five hundred and ninety-one (591) households in six different
subdivisions. The data included twelve (12) months of data starting from January 1993. The peak month
was determined to be July 1993. Using the water consumption data for the month of July, the Town of
Cary eliminated twenty-nine (29) households with zero (0) or extremely low flows. Upon review by the
Division, an additional twelve (12) households were deleted which had flows equal to 0.0 or less than 5.0
GPD per household for the month of July. Using the remaining water consumption data, a flow rate of
278.5 GPD was calculated.
In view of the information submitted., the Division of Environmental Management will allow the
use of 280 GPD per residence and 100 GPD per bedroom for multi -family units on all applicable non -
discharge permit applicadons for future wastewater collection extensions which will be made tributary to
the South Cary Wastewater Treatment Plant (Permit No. NCO065102) and to the North Cary Wastewater
Treatment Plant (Permit No. NCO048879). This consideration applies to any applicable future projects
submitted to this Division as well as any projects which are presently under review. This letter must be
submitted with future wastewater collection extension applications. Wastewater flows presently tributary
to the wastewater treatment facilities can be adjusted upon
Raleigh Regional Office. negotiations between the Town of Cary and the
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled! 1 D% post -consumer paper

,n of Cary
lay 25, 1994
If you have any questions or comments regarding this matter, please contact A4r. Michael D. Allen
or Mr. Randy L. Kepler at (919) 733_5083.
Sincerely,
'�A�restorr award, Jr., P.E.
cc: Raleigh Regional Office, Water Quality
State Engineering Review Group

PHILIP POST & ASSOCIATES, INC.
Engineers/Planners/Surveyors
"P•o.d1K `W i
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Q0 �% ��� Engineers/Planners/Surveyors
CHAPEL HILL, NORTH CAROLINA 275lX5-
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Robinson, Jason
From: Robinson, Jason
Sent: Friday, November 16, 2018 10:17 AM J y+
To: 'Shuyan Tian'
Cc: Cashion, Ted; McKinney, Thomas H U
Subject: RE: FW: 10108 Penny Rd
HI Shuyan,
I did hear back from our permit coordinator (she's checking emails while she's out of the office). In short, a professional
engineer does need to prepare and sign the permit application for the existing unpermitted sewerline. They need to
certify that the line has been constructed according to the State Rules and Minimum Design Criteria, to the best of their
knowledge. They need to do whatever investigation they feel is necessary for this. If they think there's something that's
doesn't meet minimum design criteria (for example, doesn't meet the minimum slope), they'd need to request a
variance. Below I'm attaching the email I received from our collection system coordinator that has a little more
information. The engineer can call our Collection System Coordinator, although she will only be in the office on Monday
before Thanksgiving, and then after Thanksgiving. Her name is Christyn Fertenbaugh, and she's at 919-707-3625. Here's
what she said:
"For existing lines - an engineer needs to be able to certify that to the best of his/her knowledge, the
line is constructed in accordance with the Rules and MDC and will function properly. if they believe that
it does not meet the current Rules/MDC, then they need to request a variance or at least give me a call
so we can figure out what to do... In previous cases, I believe they ended up either doing a camera of
the line or spot -digging to determine what was there...
Since they will be adding flow to an existing non -permitted line, l would think it would be prudent to
verify what is actually there to ensure that it will function as expected with the additional flow. The
level of investigation is up to the individual engineer, as they need to determine what level of
knowledge they feel comfortable with to state that to the best of their knowledge, it is installed
properly...
Please let me know if you have any questions, and have a good weekend.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Shuyan Tian <[e-mail]>
Sent: Thursday, November 15, 2018 3:39 PM
To: Robinson, Jason <[e-mail]>
Subject: RE: [External] FW: 10108 Penny Rd

if 6
vertfred. send al! susplCio#t5 emaH as i1p. a['t:4i hhtd
Thanks, Jason for the quick response. Let me know when you hear back from the permit coordinator.
Have a good weekend!
Shuyan Tian, P.B.
Water Resources Department
Town of Cary
PO Box 8005
Cary, NC 27512
919-469-4381
In keeping with the NC Public Records Act, e-mails and all attachments may be released to others
upon request for inspection and copying without prior notification.
From: Robinson, Jason <[e-mail]>
Sent: Thursday, November 15, 2018 3:17 PM
To: Shuyan Tian <Shuyan.Tian(Mtownofcary.ore>
Cc: Cashion, Ted <[e-mail]>
Subject: RE: [External] FW: 10108 Penny Rd
Hi Shuyan
I received your phone call.
• The answer to your first question is "yes" the sewer still needs to be permitted, specifically because it serves
more than one building according to 15A NCAC 02T .0303.
Your second question is a good question. We've had these situations before, and a PE has signed and sealed the
application, but I understand that a PE may not want to in this situation since they neither designed the line nor
observed it's construction.
I've sent this question to our Collection System Permit Coordinator, but unfortunately she's out of the office until next
week.
I'll le you know what I hear.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200

s E-moi:+correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Shuyan Tian <Shu an.Tian townofca .or >
Sent: Thursday, November 15, 2018 3:02 PM
To: Robinson, Jason <iason.t.robinson ncdenr. ov>
Subject: [External] FW: 10108 Penny Rd
Jason,
I left a voice message early regarding helping the property owner with the private sewer permit application.
Per the Town's sewage generate rate, two single family lots generate 560 gpd flow. I'd like to confirm the sewer still
needs to be permitted through the regular process.
The Fact Track application requires a PE to seal and certify. Does this requirement apply to this situation where the
sewer is existing?
Both the home owner and TOC staff will provide all document necessary to meet State requirements. 1 just want to
confirm we are on the right track.
Thanks!
Shuyan Tian, P.E.
Water Resources Department
Town of Cary
PO Box 8005
Cary, NC 27512
919-469-4381
In keeping with the NC Public Records Act, e-mails and all attachments may be released to others
upon request for inspection and copying without prior notification.
From: Tara Lowman <tlowman411PgmaiI.com>
Sent: Thursday, November 15, 2018 2:11 PM
To: Shuyan Tian <[e-mail]>
Cc: Low <walowmanPgmail.com>
Subject: 10108 Penny Rd
We purchased the above property and are subdividing through the Town of Cary to build two single family dwellings
(one on each lot).
There is an existing 6 inch sewer service line on the property with private easement accessible to both parcels.
We want to proceed with annexation to Town of Cary and are requesting the use of the existing sewer service line for
both homes to avoid use of septic on second parcel of land.
Attached is the plat previously sent to Glen Harrell and discussed with Jason Robinson.

Cashion, Ted
From: Phil Post <[e-mail]>
Sent: Wednesday, April 03, 201911:16 AM
To: Cashion, Ted
Subject: [External] Re: Name of company C-347?
+... Uterrial email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Name is Philip Post Engineering, Inc with NCSoS and NCBELS.
NCBELS Firm number is C-347.
Phil
cell /text 919-818-7862
On Wed, Apr 3, 2019 at 10:54 AM Cashion, Ted <[e-mail]> wrote:
Philip,
We are reviewing the fast track sewer application for 10108 Penny Road and 10116 Penny Road. We did a search on
the NC Secretary of State's website and did not see "C-347", the name of the firm on the application, listed as a
business.
Can you confirm the name of the business in item 111.1 on the application?
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254