WQ0045775_Application (FTSE)_20241016

14C DePt Of Enviroweaul Q118M State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR IT4
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dtvislon of Water Resources aural Offioa FTA 10-23& SUPPORTING DOCUMENTATION
�alr'iRh Red nn - -
Application Numbe `�' oi5775- (tobecompletedh� uwtt)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Johnston County (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: Chandra Farmer, P.E. per 15A NCAC 02T .0106(b)
Title: Director of Public Utilities
4. Applicant's mailing address: Post Office Box 2263
City: Smithfield State: NC zip: 27577- Additional Info Rec. Oct 16, 2024
5. Applicant's contact information:
Phone number: [phone] Email Address: chandra.farmer(_,0ohnstonnc.com
I1. PROJECT INFORMATION:
I. Project name: Son-Lan Parkway Commercial
2. Application'Project status: ® Proposed(New Permit) ❑ Existing Permit Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
If new construction,but part of a master plan, provide the existing permit number: WQ00
3. County where project is located:Johnston
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.6137 Longitude: -78.5644
5. Parcel ID(if applicable): 06EO2002(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Jerry T. Dalton License Number: 16282
Firm: Dalton Engineering and Associates, P.A.
Mailing address: Post Office Box 426
City:Clayton State: NC Zip: 27528-
Phone number: [phone] Email Address: idalton�daltonengineerin .com
1V. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Name: Johnston County Regional Central Treatment Plant Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0006359
2. Downstream (Receiving)Sewer Information: 12 inch X Gravity L Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 10-23 Page I of 5

V1. GENERAL REQUIREMENTS
I. If the Applicant is a Privately-Owned Public Utility, has a Certificate of Pubic Convenience and Necessity been attached?
❑ Yes [:] No ®N/A
2. If the Applicant is a Developer of lots to be sold.has a Do eiuper's Oneralianal A1req nrm fFURM:_DLV!been attached?
❑ Yes ❑No ® N/A
3. If the Applicant is a Home/Property Owners Association,has an f 10A POA Operational ftreemenl(FORM. HOA)and
supplementary documentation as required by 15A NCAC 02T.0I 15(c)been attached?
❑ Yes ❑ No ®N!A
4. Origin of wastewater:(check all that apply):
❑ Residential (Individually Owned) ® Retail(stores,centers, malls) ❑Car Wash
❑ Residential (Leased) ❑ Retail with fbod preparation+service ❑ Flotel and or Motels
❑ School/preschool /day care ❑ Medical/dental 1 veterinary facilities ❑ Swimmin- Pool/Clubhouse
❑ Food and drink facilities ❑Church ❑ Swimmim_ Pool!Filter Backwash
® Businesses/offices r factories ❑ Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater : 0% Domestic 100°a Commercial 0°o Industrial(See_ 15A_N('_A(.I .019 0 )
If Industrial. is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a Flow reduction been approved under I5A NC'AC'_02 FF_.01 Id ? ❑ Yes ®No
If Yes,provide a cotw of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.011.1(f)) Daily Design Flow°" No. of Units Flow
Commercial Use 1.200 gal/day.-acre 26.64 acres 31.968 GPD
gal: GPD
gal/ GPD
gal/ GPD
gall GPD
gal/ GPD
Twol 31.968 G P D
a See I f1�1C:_U�j_tl(14(b).(d),to !I and lel(?f for caveats to wastewater design flow rates(i.e. proposed unknowi
non-residential development uses. public access facilities located near high public use areas: and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table I5A NCAC' 021.01141 shall
be determined using available flow data. water using fixtures, occupancy or operation pattertra,and other measured data.
8. Wastewater generated by project:31,968 GPD(per I5A NCAC 021 .01 14 and G.S. 14;-215J)
Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Pen-nit Number: Issuance Date: ^,
❑ Rehabilitation or replacement ofexisting sewers with no new flow expected
❑ Other(Explain):
FORM' FTA 10?3 Paee 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)- 02T.0305& MDC(Gras ih Sewers):
I. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 1,861 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 requirements is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station: _
3. Design flow of the pump station: millions gallons per day(firm capacity)
1p� This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.0 IC.1.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(l):
❑ Standby power source or ❑ Standby pump
Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(l)(B)_
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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
Include documentation that the portable source is owned or contracted by the applicant and is compatible with the
station.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(028.0200& 15A NCAC 02T.0305(f)):
I. Does the project comply with all separationValternatives found in 15A NCAC 02T_ Z Yes ❑ Nc
15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewers stems:
Setback Parameter's Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
`Water mains(vertical -water over sewer preferred. including in benched trenches) 18 inches
'Water mains(horizontal) 10 feet
Reclaimed water lines(vertical- reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal -reclaimed over sewer) 2 f et
**Any private or public water supply source, including any wells. WS-1 waters of Class I or
Class I impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-1 or WS-V), B.SA.ORW, IIQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item 1X.2) 50 feet
"Any other stream, lake, impoundment.or ground water lowerinand surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 Feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of? feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
If noncompliance with 02T.03f1SLI)or see Section X.i of this application
*(,;.A NCAC 02 f_030�,)contains alternatives where separations in(JL 05i,t)cannot be achieved. Please check"yes"
above if these alternatives are used and provide nan•ative information to explain
"*Stream classifications can be identified using the Division's NC.5urface Wgtzr Classilicalions web wL
2. Does this project comply with the minimum separation requirements for water mains? ❑ Yes ❑ No ❑ N A
If no,please refer to I SA NCAC 18C.0906(f) for documentation requirements and submit a separate document.
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N A
Please provide supplementary information identifying the areas of non-conformance.
Seethe Division's drat: separation requirements for situations where separation cannot be met.
No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse ❑ No
if yes,does the project comply with setbacks found in the river basin rules per 15A NCAC O,E3 0 00? ®Yes ❑ No
.- This includes Trout Buffered Streams per I5A NCAC 2C1,0_gQ2
5. Does the project require coverage/authorization tinder a 404 Nationwide.-individual permits ❑Yes ® No
or 401 Water Quality Certifications?
Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with ISA NCAC 02T,01051c)L6)(additional perm itskertifications)? ® Yes ❑ No
Per l5AIVS_AC 02T.01Q5L6),directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑ Yes Z No
Per 15A NCAC 02T.0402."high-priority sewer"means any aerial sewer.sewer contacting surface waters,
siphon.or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict bores require a variance approval.
.- 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.0303(a)(5)or the permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 Page 5 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 021, the Minimum Design Critgria Ear the Permitting of Pile Slatiuns
and force Mains(laIgLv rsiou and the(1r,v_ii► Ses%er_Mwimum Design Criteria(latest version)as applicable`'
® Yes ❑ No
If no. for projects requiring a single variance. complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will_be_ issued
concurrently with the approval of the permit, and protects requiring a variance approval may be subject to longer
review times. For_proiects requiring two or more variances or where the variance is determined by the Division to be
a significant portion of the proiect,the full technical review is required.
2. Professional Engineer's Certification:
I. .KKR)/ G710'J .attest that this application for Soil— LAID PARXIMAY CoWkiWIAL
(Professional Enginecr's name tiom Application Item Ill,I ) (Project Name from Application Item 11,11
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications,engineering calculations,and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulalions,
r i rL_De j t._.Critt rid for ( its S4►►e s_(1a1_est_verswn3, and the Minimum Design Criteria lbr the I'est-Track
Per�tilti.Xof_P1trnLt Stgtigns and-Force_.Nlains (latest version), Although usher professionals may have developed ceraio
portions of this submittal package. inclusion ul'these materials under my signature and seal signifies that 1 have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance w,*th General Statutes 143-215.6A and 1,13-215.613, any person who knowingly makes anti fa:se
statement. representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000, as well as civil penalties up to $25,000 per violation. Misrepresentat.or. of the
application information, including failure to disclose any design non-compliance with the applicable Rules and design
criteria,may subject the North Carolina-licensed Professional Engineer to referral to the licensing I?oard. (21 NCAC 56.0T,1)
t�?< ..
North Carolina Professional Engineer's seal,signature,and date:
3, Applicant's Certification per 15A NCAC 02"f.0106(b):
I.A6 ri a era ,c� &.YC?Ll.P.Y.._,. .attest that this application for
[tiignawre Authority Name from Application Item 13) (Project Name from Applicafon Illeni 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included. this application package is subject to being returned as incomplete I understand that any
discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties. injunctive relief. and/or criminal prosecution. I wilt make no claim against the
Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application package are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-?15.613, any person who knowingly makes any false
statement, representation. or certification in any dpplicadun package sltdll t,e guilty of a Class 2 misdemeanor. which mad
include a fine not to exceed$10.000 as well as civil penalties up to$25.000 per violation
Signature: �' ( �v Date
— --
FORM: FfA 10-23 Paee 6 of i

s�A
State of North Carolina
41 Department of Environmental Quality
Division of Water Resources
Mvi"lon of Wator Resource, Flow Tracking for Sewer Extension Applications
(r<TSE 10-23)
Entity Requesting Allocation: Johnston Count
Project Name for which flow is being requested: Son-Lan Parkway Commercial
More thug one FTSE nnay be required for a single project if the oiener of the WWTP is not responsible for all punip
stations along the route of the proposed ivosteivaterJlom
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County WWTP - Outfall 1 - _-
b. WWTP facility Permit#: NCO030716
All flows are in MGD
c. WWTP facility's permitted flow 7.5
d. Estimated obligated flow not yet tributary to the W WTII 1.255
e. WWTP facility's actual avg. flow 4.78
f. Total flow for this specific request 0.03197
g. Total actual and obligated flows to the facility 6.035
h. Percent of permitted flow used 80% Paper
64%Tributary
11. 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) (B) (C) (D)=(B+C) (E)-(A-D)
Design Approx.
Average Current Obligated, Total
Pump Pump Daily Avg. Not Yet Current
Station Station Firm Flow** Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm i pf), !~tow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Swift
0.-1, WQ0039606 1.764 0.7056 0.400 0.1795 0.5795 0.1261
Josephine WQ0028867MOD 3.384 1.3536 0.939 0.3072 1.2582 0.1074
Landfill WQ0020340MOD 8.7494 6.7798 1.2534 0.5337 1.7871 4.9927
*The Firm Capacity(design flow)of any punip station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firni capacity of the pump station divided by a peaking factor(pf)not
less than 2.5, per Section 2.02(A)(4)(c)of the Minimum Design Criteria.
***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<0.
Page I of 7
I TSE 10-23

Downstream Facility Name(Sewer): Johnston Co - Interchange Arm
Downstream Permit Number: WQ0006359
III. Certification Statement:
I Chandra C. Farmer, P.L. 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 impicincntation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed 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 I1 plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
cLa�,J, C A�)
Signing Official Signature Date
7ille of Signing Official
Page 2 of 7
I TSf' 10-23

Dalton Engineering __. --
and Associates, P.A.
8/25/24
NCDEQ FAST TRACK APPLICATION ( FTA 10-23 }
Sub. Son-Lan Parkway Commercial
sF�
Cleveland Township
Johnston County, North Carolina
Developer: Son-Lan Classic Development Co., L.L.C.
5160 NC Highway 42 West
Garner, North Carolina 27529
Son-Lan Classic Development Co., L.L.C. is proposing to develop the Son-Lan Parkway
Commercial tract, which is located in the Cleveland Township in western Johnston
County. The project site is on the north side NC Highway 42 West and is accessed from
Son-Lan Parkway ( existing roadway ). The tract includes 26.64 acres of property to be
developed for future commercial uses, including general office space and retail. The
project will consist of the construction of a paved access drive with storm drainage and
curb and gutter, a water system extension and a gravity sanitary sewer system extension.
If there are any questions or comments, please do not hesitate to call.
Thank you.
4idt—
Jonathanf —.B rnes
446 East Main Street — P.O. Box 426 �Clayton, NC 27528 -& [phone]/Fax [phone]

NC Dept ofEnvironmental Quality
Dalton Engineering
and Associates,P.A.
Raleigh Regional OIIicc
LETTER OF TRANSMITTAL
TO: N.C.D.E.Q. -Raleigh Regional Office ATTENTION:
DATE: 913/2024 REFERENCE: Son-Lan Parkway Commercial
We are sending You
PLANS X CHECK
SPECIFICATIONS COPY OF LETTER
REVISED PLANS X APPLICATIONS
PERMITS X OTHER
Copies Date Dwg # Description
2 Fast Track Sewer System Extension Application
2 Cover Letter
2 Flow Tracking/Acceptance Form
2 USGS Topographic Map
2 Street Level(Aerial )Map
1 I I Application Fee : $600.00(check#4340)
These are transmitted as checked below
X For Approval Revisions As Requested
As Requested Return Corrected Copies
Review& Comment Make Corrections Needed
For Your Use Other
COMMENTS
THANK YOU
Jo athan Barnes
Dalton Engineering and Associates P A

K ff
�\ VIS .
A
00
now- Ilk _21
d t:
1 41A.
SCALE: 1 " = 500'
250 5 0 1000
AERIAL MAP Dalton Engineering - —
FOR and Associates, P. A.
SON-LAN PARKWAY COMMERCIAL
CLEVELAND TOWNSHIP-JOHNSTON COUNTY,NC 446 East Main Street [phone]
P.O. Box 426 Fax [phone]
Clayton, NC 27520

,• � ��"'yam,�t r?��;+'� " f- ,�
10
. -J
QUAD MAP Dalton • •
FOR and Associates,
SON-LANCOMMERCIAL
P.O.CLEVELAND TOWNSHIP-JOHNSTON COUNTY,NC 446 East Main Street [phone]
Box 426550-4741
Clayton, 27520

134 Outlook
[External] RE: Son-Lan Parkway Commercial—Additional Information Request
From Jerry Dalton <[e-mail]>
Date Wed 10/16/2024 2:13 PM
To Pasha,Tanvir <[e-mail]>; [e-mail]
<[e-mail]>
Cc Jonathan Barnes <[e-mail]>; Bill Breland <[e-mail]>
2 attachments (5 MB)
22021 AERIAL.pdf, 22021 QUAD.pdf;
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Please accept this as the response to your email dated 10/15/24, requiring follow up of two items. Our
response is shown in "RED".
Your narrative does not properly explain the flow calculation and need to see the guideline that you
followed for per acre calculation. Twelve hundred (1200) gallons per acre for commercial development
was determined, by Johnston County Utilities, to be an acceptable amount for development in the IHI
zoning district centered on the intersection of 1-40 & NC Hwy 42. That amount came from strategic
planning by the County approximately 10 to 12 years ago, as the area began to show potential for rapid
growth. Based on the history, and proposed growth, it appears to be very adequate for the growth that
the County has allowed within the IHI zoning district.
Your map is inadequate. According to Section F of the Application Instructions, an 8.5-inch x 11-inch
color copy of a USGS Topographic Map and an aerial map should be included with the application. The
maps need to clearly identify the project area, including the closest surface waters, general location of
the gravity sewer, pumpstations, and force mains, and the downstream connection points for the
receiving sewer. Please provide the required maps according to the application requirements. Please
find "attached", the 8.5-inch x 11-inch color map of the USGS Topography. Also find a Johnston County
GIS Ortho map of the project area.
From: Pasha,Tanvir<[e-mail]>
Sent: Monday, October 14, 2024 5:41 PM
To: [e-mail]
Cc:Jerry Dalton <[e-mail]>
Subject: Son-Lan Parkway Commercial—Additional Information Request
Hello Chandra and Dalton,

After reviewing the Fast Track Sewer System Extension Application for Son-Lan Parkway Commercial, additional
information is required in order to further process the application. Please provide the following information by
11 13 24,,and note that the requested information must be submitted within 30 days of this request, or the
applicant will be required to submit a new application and application fee in accordance with 15A NCAC 02T
.0107.
1. Your narrative does not properly explain the flow calculation and need to see the guideline that
you followed for per acre calculation.
2. Your map is inadequate. According to Section F of the Application Instructions, an 8.5-inch x 11-
inch color copy of a USGS Topographic Map and an aerial map should be included with the
application. The maps need to clearly identify the project area, including the closest surface
waters, general location of the gravity sewer, pumpstations, and force mains, and the downstream
connection points for the receiving sewer. Please provide the required maps according to the
application requirements.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to make it
complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as
incomplete. Any resubmittal of a returned application shall be accompanied with a new application
fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to$600 as of October 3, 2023
[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees,
Section 12.14(a)].
Sincerely,
A B M "Tanvir" Pasha (he/him)
Environmental Engineer II
Division of Water Resources—Raleigh Regional Office

North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D--E
NORTH CAROLINA
Department of Environmental Quality
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an
authorized state official.