20181041 Ver 3_Local Buffer Authorization_20190605

Permit # Mebane 2018-08-C
Date: June 5, 2019
Subject Property: Cambridge Park — Phase 1A — Impact #10
Jones Drive, Mebane, Alamance County, NC
AUTHORIZATION of Jordan Lake Water Supply Watershed Riparian Buffer Protection Rules (15A
NCAC 2B.0267) Authorization Certificate
Dear Mr. Dischinger:
You have our authorization, in accordance with 15A NCAC 02B .02 and the City of Mebane's Jordan Lake
Riparian Buffer Protection Ordinance and any conditions listed below, to impact approximately 1,817 ft' of Zone 1
and 1,239 ft2 of Zone 2 of the protected riparian buffers for the purpose of clearing and grading at the subject
property as described within your application from May 2', 2019, received by the City of Mebane. In addition, you
should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with
your project including (but not limited to) Erosion and Sediment Control, Non -discharge regulations.
This authorization certification is for the purpose and design that you described in your application. If you change
your project, you must notify the City and you may be required to submit a new application. Note that this
authorization is for the following: Impacts #10. If the property is sold, the new owner must be given a copy of this
authorization letter and is thereby responsible for complying with all conditions. This authorization requires you to
follow the conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental
impacts: (All shown on attached exhibits)
Impact Number
Zone 1
Permanent SF
Zone 2
Permanent SF
Zone 1
Temporary SF
Zone 2
Temporary SF
IMPACT 10
614
432
1203
807
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and
Erosion Control Planning and Design Manual.
CITY OF MEBANE 106 East Washington Street I Mebane, NC 27302 Q 919 563 5901

b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre -Construction Notification (if required). All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards, statutes, or
rules occur.
4. No Sediment & Erosion Control Measures within Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters without prior approval by
the Division. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
design and placement of temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream of
the above structures. All sediment and erosion control devices shall be removed and the natural grade
restored within two (2) months of the date that the Division of Land Resources or locally delegated
program has released the project.
5. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities
through the protected stream buffers and will not re -concentrate before discharging into the stream as
identified within 15A NCAC 2B .0267(8).
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these boundaries
approved under this authorization shall be clearly marked with orange warning fencing (or similar high
visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior
to any land disturbing activities to ensure compliance with 15A NCAC 2B .0267.
7. Certificate of Completion
Upon completion of all work approved within this authorization, and any subsequent modifications, the
applicant is required to return the attached certificate of completion to the City of Mebane, Planning
Department.
CITY OF MEBANE 106 East Washington Street I Mebane, NC 27302 Q 919 563 5901

Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place at the time of recording of the property, or of individual lots, whichever is
appropriate. A sample deed notification can be downloaded from the 401/Wetlands Unit web site at:
http://portal.ncdenr.org/web/wq/sM/ws/401/riparianbuffers. The text of the sample deed notification may
be modified as appropriate to suit to this project. This information shall be included on the final plat of the
water quality basin and shall include the maintenance and access easement.
Any disputes over determinations regarding this Authorization (associated with the approved buffer impacts) shall
be referred in writing to the City of Mebane within thirty (30) days of receipt of this notice for a decision.
You can contest the City of Mebane's decision as provided in the City's Jordan Lake Riparian Buffer Protection
Ordinance. This Authorization shall expire five (5) years from the date of this letter.
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B .0267 and
the Jordan Lake Riparian Buffer Protection Ordinance. If you have any questions or would like a copy of the buffer
rules, please call Josh Johnson, PE at [phone]. This letter does not authorize any impacts to either Waters
of the United States or Waters of the State. Please contact the US Army Corps of Engineers (USACE) or NC
Division of Water Resources (DWR) if any impacts are proposed to either of these waters.
Sincerely,
Josh Johnson, P.E.
Enclosures: Certificate of Completion
cc: Cy Stober, City of Mebane Planning Dept.
Kyle Smith, City of Mebane Utilities Director
Bob Dischinger, Design Engineer
Brad Luckey, Pilot Environmental
Sue Homewood, NC DEQ
Franz Holt, City of Mebane City Engineer
Phil Ross, AWCK
CITY OF MEBANE 106 East Washington Street I Mebane, NC 27302 Q 919 563 5901

City of Mebane
Telephone: [phone]
Fax: [phone]
City of Mebane
BUFFER IMPACT
Application
106 E. Washington Street
Mebane, NC 27258
Section A. SUMMARY INFORMATION
FOR OFFICE USE ONLY
PennitNo.:
Dene Reed.:
Recd By:
City web site:
%%i w.citvof nA"%ie.conr
DEVELOPMENT NAME: Cambridge Park - Sewer Realignment --- IV*_ ,C'1
LOCATION: Jones Drive, Mebane, Alamance CounLy, North Carolina
PARCEL ID NO.: 163253, 163252, 163091, 163248 & 163253
TOTAL ACRES: 233.89 TOTAL DWELLING UNITS (if applicable) :
Zone 1 Impacted
Disturbance: 1,817 Square feet Type of Disturbance: Utility - Allowable w/o
Zone 2 Impacted Mitigation
Disturbance: 1,239 Square feet Type of Disturbance: Utility - Allowable w/o
Mitigation
❑ LOW DENSITY (no more than two dwelling units per acre or twenty-four percent built -upon aresi)'
❑X HIGH DENSITY (exceeds the low density thresholds for dwelling units per acre or built -upon area)
Section B. APPLICANT INFORMATION
Owner (Owner or Developer)
Owner: Eric Dischin er
Phone No.: 336-317-3395
Company:
Desco Mebane Partners, LLC
Fax No:
Address:
600 Market StreeT Suite 206
Chapel Hill, NC
Zip: 27516
Fax No:
Email Address:
[e-mail]
Consultant (Person to contact regarding questions or revisions to the plan)
Contact Name:
Dave Southard
Phone No.: 336-279-7456
Company:
Evans Engineering, Inc.
Fax No.: 336-854-8876
Address:
4609 Dundas Drive
Greensboro, NC
Fax No:
Email Address
[e-mail]
Zip: 27407
Form BUFFER AUTHAPP- I 1 of 4 January 2011

ALL ITEMS ON THIS APPLICATION MUST BE ADDRESSED PRIOR TO SUBMITTAL.
ALL INCOMPLETE SUBMITTALS WILL BE RETURNED.
Section C. REQUIRED ITEMS CHECKLIST
The following checklists outline submittal requirements. Initial in the space provided to indicate the
following submittal requirements have been met and supporting documentation is attached.
General Requirements:
Applicant's initials
DWS 1. Sheets shall be no larger than 36" x 24" plan and profile paper.
DWS 2. Minimum text size shall be 1/8".
DWS 3. Scale on plan view shall be no smaller than 1" = 50'; scale on profile view shall be
no smaller than 1" = 50' horizontally and 1" = 5' vertically using a grid showing F
intervals.
DWS 4. All drawings to be in North Carolina State Plane coordinate system.
DWS 5. Provide a legend indicating existing and proposed lines, features and symbols.
DWS 6. All elevations shall be given in relation to mean sea level; elevations in profile view
shall be labeled in 10' intervals on the heavy lines (Ex. 350, 360).
DWS 7. Plan views shall have a north arrow on each drawing.
DWS 8. All drawings sealed, signed and dated by a NC Professional Engineer or Landscape
Architect.
DWS g. A signed and sealed statement on the plans certifying that the Buffer Disturbance
shall comply with the City's Jordan Lake Riparian Buffer Ordinance.
DWS —.10. Plans shall show label the buffer, buffer disturbance, and active minimization
measures taken. Plans shall show the reason for the buffer disturbance and include
disturbance totals and type of disturbance.
DWS 11. Plan view shall show all actual street names. State road numbers shall be shown if
applicable. Plan view should also indicate whether street is asphalt, concrete, gravel
or dirt. Proposed street & Right-of-way widths will be dimensioned back-to-back
and labeled in plan view.
DWS 12. Plan view shall show proposed and existing curb and gutter, pavement, storm
sewers, drainage structures, driveway pipes, water mains, sanitary sewer mains, etc.
All available elevations shall be shown on the profile view. Direction of flow shall
be shown on plan view for all sanitary sewers and storm drains. Materials and pipe
sizes shall be labeled.
Form BUFFER AUTHAPP-1 2 of 4 January 2011

DWS 13. Existing utility lines shall be shown and labeled on plan view and indicated in the
legend.
DWS 14. Plans shall show final proposed locations and dimensions of all water, storm drain,
and sanitary sewer lines, devices to be installed on the system, catch basins,
culverts, ditches, including grades, pipes sizes, elevations, assumptions,
calculations, invert elevations for all inlets and manholes and profiles of sanitary
sewer lines.
DWS 15. All existing and proposed water, storm drainage and sanitary sewer easements shall
be shown on all applicable sheets.
DWS 16. Number of dwelling units
DWS 17. Existing and proposed topographic lines (minimum 2 -foot intervals).
DWS 18. Streams, ponds, wetlands, etc. on the project site and within 50 feet of the property
lines.
DWS 19. Location of floodplain and floodway (if applicable).
DWS 20. Location of drainage ways and easements.
Site Drainage Features:
N/A 21. Any existing stormwater control systems.
DWS 22. Show extent and number of disturbed acres.
DWS
23.
Proposed impervious areas.
DWS
24.
Soil information: type, special characteristics.
DWS
25.
Name and classification of receiving water course.
DWS
26.
All necessary construction specifications.
DWS
27
Sequence of construction.
DWS 28. Construction drawings and details for temporary and permanent measures.
DWS 29. Size and location of culverts.
DWS 30. Disclosure of party ultimately responsible for operation and maintenance of the
disturbance.
Mitigation:
N/A 31 Buffer mitigation calculations and plans. (If applicable).
N/A —32.Designer's certification.
N/A 33. Narrative description of proposed stormwater system.
Form BUFFER A UTHAPP-1 3 of 4 January 2011

V
E
'niit52•siS.'CJ,{.(y f- ^ti-ip}S-%i(�ds"�CSil.as
DIVS 34, Narrative description of disturbance (methods, variables, assumptions, etc.) and
results.
DWS 35, Narrative description of avoidance and minimization.
DWS 36. Explanation of how diffuse flow will be maintained.
�Ws
fill vwiL wid ,,ypjc Ui tl1iSLlU& UHU PrUP0t.*,d iiiiiii i33G.
Section D. ATTACHMENTS
® 2 sets of plans
❑ 1 set of calculations
Section E. APPLICANT'S CERTIFICATION
Designer Certlf cation:
I hereby certify that the design -related information submitted with this application for permit
illi L;i:11Uil U1-1LJLi1:" ii:iii 1J -ii;Li 1.11EiL
L1lu illiiiiiiici UU11-F:+. ILL L1iL;
exercise of my reasonable professional judgment, true, accurate and complete. I also hereby
certify that the stormwater collection, treatment and control system design submitted with this
applir' n complies with all requirements of the City's Riparian Buffer Protection Ordinance.
President
\:i i�iiir_L 6 •� iLLiN.7ii111i1W itt.[ iJL. - il:_i
Robert S. Disching. fler
Type oO Print Name
Owner Cert cation:
S 11i ih:lk ir'L:1 illy 111th i 111�-r ii F4iiLi ilifu' t1PjJ11i;1Li11J111AM FC;L- W 2l" Dili:; Lii' UW- iWi;iiil Cil tiii�i
Stormwater Permit issued by the City of Graham.
S 1�j Manager
Original" Signature of Owner or Authorized Agent Title
ttk D"VW
Type or Print Name
L411 1

NEW IMPACT i
PROPOSED
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LOCATION
VICINITY MAP
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CAMBRIDGE PARK—PHASE 1A
STREAM IMPACTS — SEWER REALIGNMENT
MELVILLE TOWNSHIP—ALAMANCE COUNTY
MEBANE—NORTH CAROLINA
APRIL 18, 2019
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0 400 600
1600
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SHEET 2 OF 3
----30' PERMANENT
SEWER EASEMENT
—DOUBLE ROW OF SILT FENCE
AT TOP OF BUFFER (TYP)
20' MAINTENANCE
CORRIDOR THRU
BUFFER
PERMANENT STREAM
CROSSING
DOUBLE ROW OF SILT FENCE
AT TOP OF BUFFER (TYP)-
STREAM IMPACTS:
TEMP. STREAM IMPACT FOR PIPE PUMP AROUND: 20 LF
TEMP. STREAM IMPACT FOR PIPE: 4 LF
PERM. STREAM IMPACT FOR STREAM CROSSING: 10 LF
BUFFER IMPACTS: ALLOWABLE
TEMPORARY ZONE 1: 614 SF
TEMPORARY ZONE 2: 432 SF
PERMANENT ZONE 1: 1203 SF
PERMANENT ZONE 2: 807 SF
,, - r
TEMP. STREAM IMPACT:
_ SEE TEMPORARY CROSSING DETAIL
(CHANNEL MUST BE RESTORED TO
EXISTING CONDITION UPON COMPLETION)
lw?NCT--41 o - �S_�
SEWER REALIGNMENT IMPACT
CAMBRIDGE PARK - PHASE 1A
STREAM IMPACTS
MELVILLE TOWNSHIP–ALAMANCE COUNTY
MEBANF–NORTH CAROLINA
APRIL 18, 2019
40 020 40 80
60 = 11
1 inch =40ft.
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Greensboro,
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3'
3'
MIN.
MIN. FROM
FD UP OF
PUMP
PDP
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FLOW
EX. IW.
CREEK TEMPORARY
STONE DAN
REMOVE ENOUGH SANDBAGS TO ALLOW FLOW
` POLTFRIYLENE FABRIC ON
FACE (B ML THICK)
THROUGH WHEN NOT PUMPING AROUND.
SECTION A–A
TEMPORARY "PIPE CROSSING –
PUMP AROUND"
FOR PIPE INSTALLATION
NOTES
1) EROSION STONE TO BE 'CLASS I- RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON
CONSTRUCTION PLAN.
2 PUMP AND UNE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
S OWN ON THE CONSTRUCTION PLANS
3) MATERIAL SPECIFICATIONS
SANDBAGS: SANDSIA05 SHALL CONSIST OF MATERIALS WHICH ARE RESISTANT TO
ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND WOVEN TIGHTLY ENOUGH TO
PREVENT LEAKAGE OF FILL MATERIAL (i.e. SAND, FINE GRAVEL ETC.)
CONSTRUOON SEQUENCE FOR PIPE_CROSSINC-PUMP AROUND
1) INSTALL PUMP AND UNE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY
STREAM CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA BEGIN PUMPING AND
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM,
2) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT
BACKFLOW INTO CONSTRUCTION AREA
3) INSTALL PROPOSED SILT FENCE ALONG TOP OF BANK EACH SIDE OF THE
CONSTRUCTION AREA
4) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DA'fs, FILTER FABRIC. DEPRESS
TEMPORARY DAM BOTTOMS INTO STREAM BED KNIII'_ TOP OF HIP RAP IS LEVEL WITH
STREAM BOTTOM.
5) UPON STABIUZARON OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
TRAP, AND DEWATERING BASIN.
SHEET 3 OF 3
A--�
1' WOE
STREAM
101 aF --
KaED-IN CLASS -1 RIP -RAP. 18' THICK WITH
SYN11,10C FILTER FABRIC UNDER RIP -RAP
A–�
PLAN VIEW
LOP OF BANK
KEYED -IN CPF-I}
AFP --RAP. IN TNBCK
Al SYNTHETIC FILTER FABRIC
11HOER RIP -RAP
PIPE t
SECTION A–A
NOTr.
1. PERMANENT CROSSING FOR VEHICLE MAINTENANCE EQUIPMENT.
2 PERMANENT CROSSING TO BE INSTALLED AFTER PIPE IS INSTALLED.
3. AS PROJECT 19 STABILIZED PACE SYNTHEIIC FILTER FABRIC AND RIP -RAP AS SHOWN.
PERMANENT STREAM CROSSING
NTS
DETAIL SHEET
CAMBRIDGE PARK - PHASE 1A
STREAM IMPACTS
.'``�IM�h11l1FF1lAAtAr MELVILLE TOWNSHIP—ALAMANCE COUNTY
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a. I11 I SCALE; NONE
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\DRAWW0S\DESCO\TURNfR ROAD\ORAWINOS\CAMRRIDGE PARK -WETLAND IMPACTS -SEWER REAUGNMENT.DWG

DocuSign Envelope ID: C91A2F10-B42C-4F73-8052-FF506B265013
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Desco Mebane Partners LLC
Attn: Eric Dischinger
600 Market St
Chapel Hill NC 27516
NORTH CAROLINA
Environmental Quality
May 21, 2019
DWR # 20181041 v3
Alamance County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
Cambridge Park Subdivision
Dear Mr. Dischinger:
You have our approval for the impacts listed below for the purpose described in your
application dated April 25, 2019, received by the Division of Water Resources (Division) April 29,
2019. These impacts are covered by the attached Water Quality General Certification Number
4133 and 4139 and the conditions listed below. This Certification replaces the Certification
issued on November 6, 2018. This certification is associated with the use of Nationwide Permit
Numbers 12 and 29 once they are issued to you by the U.S. Army Corps of Engineers. Please
note that you should get any other federal, state or local permits before proceeding with your
project, including those required by (but not limited to) Sediment and Erosion Control, Non -
Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or
general permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification are met. No other impacts are approved,
including incidental impacts. [15A NCAC 02H .0506(b) and/or (c)]
North Carolina Department of Environmental Quality I Division of Water Resources
Winston-Salem Regional Office 1450 W. Hanes Mill Road, Suite 3001 Winston-Salem, North Carolina 27105
•`�a..`ti*f 336-776-9800

DocuSign Envelope ID: C91A2F10-B42C-4F73-8052-FF506B265013
Desco Mebane Partners LLC
DWR# 20181041 v3
401 APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Stream
Road Crossing
125 (linear feet)
20 (linear feet)
Sewer Crossing -S2
10 (linear feet)
20 (linear feet)
Sewer Crossing -S3
10 (linear feet)
20 (linear feet)
Sewer Crossing -S4
10 (linear feet)
20 (linear feet)
Sewer Crossing -S5
10 (linear feet)
20 (linear feet)
Sewer Crossing -S6
10 (linear feet)
20 (linear feet)
Sewer Crossing — S7
10 (linear feet)
20 (linear feet)
2. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification.
If you change your project, you must notify the Division and you may be required to
submit a new application package with the appropriate fee. If the property is sold, the
new owner must be given a copy of this approval letter and General
Certification(s)/Permit/Authorization and is responsible for complying with all
conditions. [15A NCAC 02H .0507(d)(2)]
3. The proposed project must comply with the Town of Mebane local water supply
ordinance approved by the N.C. Environmental Management Commission (EMC) as
required under the Jordan Lake Water Supply Watershed: Protection and Maintenance
of Riparian Areas (Jordan Buffer Rule) 15A NCAC 02B .0267. No impacts to the stream
at the road crossing shall occur until the Permittee has secured a Buffer Authorization
from the Town of Mebane.
4. Any additional impacts to streams and/or wetlands as a result of future roads, buildings,
driveways, utility lines or other development related activities within this subdivision
will require a modification of this 401 Water Quality Certification approval. [15A NCAC
02H .0506(4) and 15A NCAC 02H .0501 and .0502]
5. All wetlands, streams, surface waters, and riparian buffers located within 50 feet of the
construction area on the project site shall be clearly marked (example- orange fabric
fencing) prior to any land disturbing activities and must be maintained on the property
until the project phase is completed. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A
NCAC 02H .0507 (c)]
6. As requested by the NC Wildlife Resource Commission, tree clearing activities shall not
occur during the maternity roosting season for bats (May 15 —August 15).

DocuSign Envelope ID: C91A2F10-B42C-4F73-8052-FF506B265013
Desco Mebane Partners LLC
DWR# 20181041 v3
401APPROVAL
Page 3 of 4
7. The permittee shall report to the Winston Salem Regional Office any noncompliance
with this certification, any violation of stream or wetland standards [15A NCAC 02B
.02001 including but not limited to sediment impacts, and any violation of state
regulated riparian buffer rules [15A NCAC 02B .0200]. Information shall be provided
orally within 24 hours (or the next business day if a weekend or holiday) from the time
the applicant became aware of the circumstances. A written submission shall also be
provided within 5 business days of the time the applicant becomes aware of the
circumstances. The written submission shall contain a description of the noncompliance,
and its causes; the period of noncompliance, including exact dates and times, if the
noncompliance has not been corrected, the anticipated time compliance is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of
the noncompliance. The Division may waive the written submission requirement on a
case-by-case basis.
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH) within sixty (60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information. A petition is considered filed when the original
and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal
office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service: If sending via delivery service (UPS, FedEx, etc):
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 Raleigh, NC 27609-6285

DocuSign Envelope ID: C91A2F10-B42C-4F73-8052-FF506B265013
Desco Mebane Partners LLC
DWR# 20181041 v3
401APPROVAL
Page 4 of 4
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act.
Please contact Sue Homewood at 336-776-9693 or sue.homewoodgncdenr.gov if you have any
questions or concerns.
Sincerely,
Doc
uSigned<by:
-4'ME225C94EA...
Lon Snider
Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ— WSRO
Enclosures: GC 4133 / GC 4139
cc: Brad Luckey, Pilot Environmental (via email)
Josh Johnson, AWCK for Town of Mebane (via email)
David Bailey, USACE Raleigh Regulatory Field Office (via email)
Olivia Munzer, NCWRC (via email)
DWR WSRO 401 file
DWR 401 & Buffer Permitting Unit file