WQ0040564_Application_20190115

Central Files: APS _ SWP _
1 /15/2019
Permit Number WQ0040564
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
23,655
Facility
Facility Name
Harkey Creek Subdivision - Phase 2
Location Address
Owner
Owner Name
Union County
Dates/Events
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Type
Government - County
Owner Affiliation
Cindy Coto
500 N Main St
Monroe NC 28112
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1 /15/2019 1 /7/2019 1 /15/2019 1 /15/2019
Regulated Activities Requested /Received Events
Subdivision Additional information received 1/14/19
Wastewater collection Additional information requested 1/14/19
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

. UILV 9uu
Monroe, NC 28112
T.704-296-4210
www.unioncountync.gov
Transmittal
To: INC Department of Environmental Quality
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville. N.C. 28115
Attention:
Regarding: Harkey Creek, Phase 2
We are sending you: ❑ Copy of letter
❑ Plans
RECEIVED/NCDENRIDWR
JAN - 7 2019
WQROS
MOORESVILLE REGIONAL OFFICE
Date: January 2, 2019
❑ Prints ® Other
❑ Shop Drawings
Copies
Date
No.
Description
1
12/3/18
Cover Letter
1
12/11/18
Fast Track Application
1
12/11/18
Copy of Fast Track Application
1
7/25/18
U.S. Army Corps of Engineers (Wetlands Permit)
1
USGS Topo Map
1
Street Level Map
1
12/11/18
Flow Tracking Form
1
12/4/18
7240
$480.00 Check (Application Fee)
These are transmitted and checked below:
❑ For approval ❑
For your ❑ As requested ❑ For review and comment
use
Remarks:

nr.ixi'qr I 1Lfl1G01k31'q vnvur, rti
PARSONS TRAIL
DENVER, NORTH CAROLINA 28037
PH: 704-377-6099
EMAIL: [e-mail]
LICENSE NO. C-1986
December 3, 2018 RECEIVEDINCDENRID1iR
JAN --7 2019
W()ROS
MOORESVILLE REGIONAL OFFICE
Cover Letter for NCDEQ Fast Track Sewer System Extension Application
Harkey Creek Subdivision Phase 2, Union County
The attached application is for the permitting of the gravity sewer extension for
the proposed Harkey Creek Subdivision Phase 2. The project consists of
approximately 3631 If of 8" gravity sewer and 23 manholes to serve 83 homes.
The application package consists of :
1- Cover Letter.
1- Original and 1 copy FTA 04-16 Form
1- Application Fee Check for $480.00
1- Flow Tracking/Acceptance Form FTSE 04-16
2- Site Maps
Jeffrey P. Schmitt, P.E.

Application Number: Q �% (-1) (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Union County Public Works (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: Crystal O. Panico per 15A NCAC 02T .0106(b) RECEIVED/NCDENR/DWR
Title: New Development Program Manager JAN e 7 2019
4. Applicant's mailing address: 500 N. Main Street, Suite 500
City: Monroe State: NC Zip: 28112- WOROS
5. Applicant's contact information: MOORESVILLE REGIONAL OFFICE
Phone number: [phone] Email Address: crystal. anico(t),unioncountync.gov
IL PROJECT INFORMATION:
1. Project name: Harkey Creek Subdivision Phase 2
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Union
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.038179' Longitude:-80.631266'
5. Parcel ID (if applicable): 096-96-004
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeffrey P. Schmitt License Number: 18998
Firm: Kenney Design Group, PA
Mailing address: 1216 Parsons Trail
City: Denver State: NC Zip: 28037-
Phone number: [phone] Email Address: kenneykkenneydesi ng com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Twelve Mile Creek Permit Number: NCO085359
Owner Name: Union Courtri
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0013087 Downstream (Receiving) Sewer Size: 8 inch

2. If the Applicant is a Developer of lots to be sold, has a uevc�No �' ° NN/A
❑ Yes
been attached?
3. If the Applicant is a
Yes oNo NN/A
4. Origin of wastewater: (check all that apply): t s malls)
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, cc n er ,
El Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
Hotel and/or Motels
® Swimming Pool /Clubhouse
Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : ]00 %Domestic/Commercial
Commercial
_ %Industrial (See 15A NCAC 0210103(201)
L-->is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T 0114(fl? ❑ Yes N No
➢ If es rovide a co of flow reduction a royal letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114
Single Family Units
nits Flow23655
GPDGPDGPDGPDGPDGPDal
M
23655 GPD
Public
access facilities located near high public use
See 15A NCAC 02T 0114(b1 (dl (e1(11 and (el(2Z for caveats to wastewater design flow rates (i. n minimum ow per
dent
dwelling; proposed unknown non-residential development use;
p
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).
estab
b be det rmined u sng available flowrdata, water using flxturles, occupfi d [in table
ancyents not ror operation patterns, and other ]data!
Wastewater generated by project: 23655 GPD (per 15A NCAC 02T •0114)
➢ 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 that connect to this line
❑ Flow has already been allocated in Permit Number:
Rehabilitation or replacement of existing sewer with no new flow expected

Size (inches)
Length (feet)
Material
8
3194
PVC
8
437
DIP
➢ 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump 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)_
➢ 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)(1)(C):
➢ 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'

i Nenaratton tceouueu i
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer 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 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pool s
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(t) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305(fl or (g). see Section X of this application Pa°l4'1 j �'�
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) V` ❑ Yes ® No ❑ N/A
➢ 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
➢ 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 02B .0200? ❑ Yes ❑ No ® N/A
➢ 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?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T 0105(c)(6) (additional permits/certifications)? ® 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 that 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.
0 Yes ® No ❑ N/A

Request
and
uments
If No,
ccomplete andsubmit
mitthe
reVariance/Alternative
is re Iriorgto submittal application
the Fast DTrack Application oandgsupporting
for
w.
documents.
2. Professional Engineer's Certification:
attest that this application for
1, Y ��i FL eer s name from Application Item III 1 )
complete and consistent with the information d in the plans,
ehas been reviewed by mand is accurate,ngineering alculat onseand all other supporting documentation to he best of my knowledge.1eI farther attest that to the best
, Gravity Sewer
of my knowledge the proposed design has been prepared in accordant: and the Minimume with the Crgerial onsfor he Fast -Track
Minimum Design Criteria for Gravity Sewers (latest version),
portionsPermitting of ump of thissubmittal�ons pack package"
inclusion of theand Force Mains sematerialst version). tmaterials under my signature and hough other seal signifies that I have revl wed this
material and have judged it to be consistent with the proposed design.
A and 143-215.6111 any person who
owingly makes any false
statement,representation,representation with
�ertificationatutes in anyl appl ca t n package shallbe gu lty of a Cla s 2nmisdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. .o 1 r' 11l I,
North Carolina Professional Engineer's seal, signature, and date: •,•••O, GARO(�''�
p •FESSip•'L9
SEAL
18998
3. Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for
1 p. G
.�: a A» hnri 's name &title from Application Item 1.3.)
understand that
has been lete to the best of my
this applicationadre not co pletedeand that if all required supporting docum ntagonland attachments Karel netincluded, this
required
by me and is
urate and
Is
ete. I
nd that any
this
d t
discharge arge system to surface waters or the lanct to being d will result an immediateaenforcemen discharge
may include civil penalties,
non-
applicationa
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resourcesstand that if all ruird completed
should a
arts of this
conition of this andthat if all required supporting information t be violated. I also n and attachments are note
luded this applicationnp ckage will bepackage are t returned to
me as incomplete.
13, any
rson who knowingly
se
143-2
NOTE
ement,lrepresentatirepresentation, with
certification in anylapplication package shallbe guiltyeof a Class 2 misdemeanor, Cwhnchmay
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
A, kfi� I Or 19,4_4A� /% Date:

Action Id. SAW-2016-02401 County: Union U.S.G.S. Quad: NC -Matthews
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Harkey Creek(Charlotte) ASLI Vlll, ILLC
Bob Burkett
Address:
923 North Pennsylvania Avenue
Winter Park, FL 32789
Telephone Number:
704-634-7865
E-mail:
bobbnrketno bellsouth.net
Size (acres)
78.3 Nearest Town Monroe
Nearest Waterway East Fork Twelvemile Creek River Bain Santee
tes Latitude: 35.0360
USGS HUC 03050103 Longitude:-80.6342
Location description: The Project area is located on the south side of Old Charlotte Hi hwa 1.8 miles northwest of the
intersection of North Rocky River Road and Old Charlotte Highway. PIN: 09366020B.
10 acre of
lands
Description of projects area and activity_ This verification authorizes aplacement ��' vll materiin elooment Thisp oiect would result result ind
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
4/27/2018, and the enclosed plans Sheets 1-5 dated 4/14/2017. Any violation of the
Conditions, your application signed and dated
attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration in -der,
a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide pennit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David L. Shaeffer at 704-510-1437 or david 1 shasace.aormvxm L
nn o SHAEFFE eD *I ,.roo.a=va.a=usa.
°rs aE FE^°^°° E' "."°"' Date: 07/25/2018
.. rc_ _t. oai.. z°�em.zsaw:eeua

Copy furnished:
Agent Mogensen Mitigation, Inc.
Richard K. Mogensen
Address: P.O. Box 690429
Charlotte, NC 25227
Telephone Number: 704-576-11 t 1
E-mail: Rich(aiMogmit.com

a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.

Action 10 Vum Der:. AW-Lulb-DL41)1 t-ounty: union
Permittee: Harkey Creek(Charlotte) ASLI VIII, LLC, Bob Burkett
Project Name: Harkey Creek Residential Development
Date Verification Issued: 07/25/2018
Project Manager: David L. Shaeffer
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David L. Shaeffer
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
david.l.shaeffer@usace.a rmy.mil
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

Permittee: Harkey Creek(Charlotte) ASLI VIII, LLC, Bob Burkett Action ID: SAW-2016-02401
Project Name: Harkey Creek Residential Development County: Union
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USAGE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03050103, Catawba River Basin
Stream Impacts (linear feet)
I Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
146
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03050103 Expanded Service Area
Stream Mitigation (credits)
i Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
146
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor
Name of Sponsor's Authorized

Once this document has been signed by the Mitigation Sponsor and the USACL Is In receipt of the signed Corm, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument,
Comments/Additional Conditions: A letter from NCDMS, confirming their willing and able to accept the applicants
compensatory mitigation responsibility, dated 7/17/2018 was included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to;1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest NC 27587 (email: [e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David L. Shaeffer
USACE Field Office:
Charlotte Regulatory Office
US Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
Email:
[e-mail]
\/\�\tom\/��
�•
Digitally signed by
SHAEFF, 260750573
DN: c=US, o=U.S. Government, ou=DOD, ou=PKI,
"_—.
ou=USA,cn=SHAEFFEB.DAVID.LEIGH.1260]505]3
cn-S
�/
Date: 2018.07.25 12-06:12-04'00'
USACE Project Manager Signature
07/25/2018
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mii

Water Resources
Eimronnzutul QualM
Mr. Bob Burkett
Harkey Creek, ASLI VIII LLC
923 N. Pennsylvania Avenue
Winter Park, FL 32789
Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions,
Harkey Residential Development
Dear Mr. Burkett:
Covernor
MIC:HAEL S. REGAN
su retan,
LINDA CULPEPPER
haerim Dire, lm'
June 12, 2018
DWR# 18-0592
Union County
You have our approval, in accordance with the General Certification and those conditions listed
below, for the purpose proposed in your application dated March 26, 2018 and received by the Division
of Water Resources (the Division) on May 3, 2018 and subsequent information on June 11, 2018.
After reviewing your application, we have determined that this project is covered by Water Quality
General Certification Number 4139 which can be viewed on our web site at
wetlands-buffer-permitst401-401-isolated-wetlands-waters-program The General Certification allows
you to use Nationwide Permit Number 29 once it is issued to you by the U.S. Army Corps of Engineers
(COE). 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.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. It is advised that all conditions of the Certification are
reviewed prior to initiation of the project. In addition to the requirements of the Certification, you must
also comply with the following conditions:
This approval is only valid for the purpose and design that you described in your application. If
you change your project, you must notify us in writing, and you may be required to send us a
new application for a new Certification. If total wetland fills for this project (now or in the future)
exceed one acre, or of total impacts to streams (now or in the future) exceed 300 linear feet,
compensatory mitigation may be required. If the property is sold, the new owner must be given
a copy of the Certification and approval letter; and is thereby responsible for complying with all
conditions. 15A NCAC 02H .0506 and 15A NCAC 02H .0507
2. The Mooresville Regional Office shall be notified in writing once construction at the approved
impact areas has commenced. 15A NCAC 02H .0502 (e)

3. Approved Impacts:
Type of Impact Amount Approved
Amount Approved
Temporary Impact _
_ — perms— n_ e_ nt Impact
301inearft.
1461inearft.
Stream ----
,.,_.�_.,., 0.01 acre
I 0 acre
r storm water conveyances as related to the
ment and erosion
4. control m iversiona'sures shall beand ematted and/or stabilized to reduce sediment loss' and turbidity. This
includes interior/exterior slopes of sediment basins. 15A NCAC 02H .0506 (b)(3) and (c)(3)
5 Bare/fill slopes in excess of 10 feet in NCAC 02H A506 (b)(3) and (c)(3) eight and within 30 feet of surface waters shall be matted.
6. Please provide documentation showing that water quality from the development will not be
impaired. A storm water management plan in lieu of such documentation is acceptable if
approved by a delegated or state authority. 15A NCAC 2H .1000
7. Stormwater discharge structures at this site shall be constructed in a manner such that the
potential receiving streams (of the discharge) will not be impacted due to sediment accumulations,
scouring or erosion of the stream banks. 15A NCAC 02H .0506(b)(5)
8. Use of native vegetation and other soft stream bank stabilization techniques is recommended
where practicable instead of riprap or other bank hardening methods. If riprap is necessary, it
shall not be placed in the streambed, unless approved by DWR
9 ofu
uthe U.S., or protected riparirianobuffers. 15A NCAC 02H 0506(b)(3) ject ' no staging of equipment of any kind is permitted in waters
e final design
wings adhere
10. dawi gs submitted for approvalth15A NCAC 02Hat
Pmittee shall enre that 0507 (c) and 15A NCAC 02H 0506 (b)(2) o the permit and to the It
and (c)(2)
11. The permittee shall report any violations of this Certification to the Division of Water Resources
within 24 hours of discovery. 15A NCAC 02H .0507(c)
12. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetiands Unit of the Division. 15A NCAC 02H .0507(c)
This Certification can be contested as provided in Articles 3 and 4 of the General Statute 150E
by filing a written petition for an administrative hearing to the Office of the Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at http://www.ncoah.comior by
calling the OAH Clerk's Office at [phone].
Within sixty (60) calendar days (30 days for buffer) of receipt of this notice, a petition must be
filed with the OAH. 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,
8:00 am to 5:00 pm, excluding state holidays).

The petitions may be faxed to the OAH at [phone], provided the original and one (1)
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:
Irsending via delivery service (UPS, FedEx, etc.)
it sending via Us Postal Servlca: Office of Administrative Hearings
Office of Administrative Hearings 1711 New Hope Church Rd.
6714 Mail Service Center Raleigh, NC 27609-6285
Raleigh, NC 27699-6714
One (1) copy of the petition must also be served on DEQ as follows:
Mr. Bill Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review by the Division under Section 401 of the Clean Water Act. If
you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-
663-1699.
Sincerely,
a .S,,n by:
EL
145849EUsC94E
For Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
Attachments
cc: David Shaeffer, Army Corps of Engineers, Charlotte, email
Rich Mogensen, Mogensen Mitigation, email
DW R 401 & Buffer Permitting Branch file
MRO, Land Quality

CERTIFICATE OF COMPLETION
NCDWR Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
County:
Certificate of completion (cable Buffer Rules, and
Upon completion of all work approvedwithin ise 401 Water Quality Certification or required to return this certificate to the 401 Wetland & Buffer
any subsequent modifications, the appI'cants
Permitting Unit, North Carolina Division of Water Resources,16l(zed agent,aorlihe project
699-1617.
This form may be returned to NCDWR by the applicant, the applicant's authorized
engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
hereby state that, to the best of my abilities, due care and
1,
truction such that the construction was observed built
diligence was used in the observation of the cons1 Water Quality Certification and Buffer Rules, the approved
within substantial compliance and intent of the 40
plans and specifications, and other supporting materials.
Date:
Signature:
Agent's Certification
hereby state that, to the best of my abilities, due care and
1,
nstruction such that the construction was observed to be built
diligence was used in the observation of the co
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved
plans and specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
as a duly registered Professional Engineer in the State of
I,
North Carolina, having been authorized to observe (periodically, weekly, full time) the construction s the
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within
lplans anal
d
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved
specifications, and other supporting materials.
Registration No.
C inn�T11YP

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Pkklon of Water Rv%ounte� Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Union
Project Name for which flow is being requested: Harkey Creek, Phase 2
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
L Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Twelve Mile Creek WWTP
b. WWTP Facility Permit#: NC0085359
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
6.0 * Does not include
3MGD diversion to 6 Mile
1.7266
3.69
0.0237
5.4403
90.67
IL 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 / pfl,
Number)
MGD MGD
N/A
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total CmTent
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
The Firm Capacity of any pump 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 firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
r...k...nnn rr,a nrniovr vnnnvvtinn noint and the WWTP where the Available Capacity is < 0.

I Crystal O. Panico
Cel LRY lv I--''+
the volume of wastewater to be permitted in this project has been evaluated along the route to e
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 performed in accordance with local established policies and procedures using the best
and 11 plus all
available data. This certification applies to those items listed abpve in Sepctionssignature of this
attached planning assessment addendums for which I am the responsible arty•
form indicates acceptance of this wastewater flow.