WQ0008659_Application_20200624

EST. 1842
Union County Public Works
500 North Main Street
Suite 400
Monroe, NC 28112
T. 704-296-4210
www.unioncountync.gov
Transmittal
To: NC Department of Environmental Quality
Division of Water Resources - Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
RECEIVEDiNCDENR/DWF
JUN 0 if, 2020
WQROS
MOORESVILLE REGIONAL OFFICE
Attention: Date: May 29, 2020
Regarding: Sanitary Sewer serving Stevens Mill Subdivision (Permit #WQ0008659)
Pump Station #1 Decommissioning
We are sending you: ❑ Copy of letter ❑ Prints © Other
❑ Plans ❑ Shop Drawings
Copies
Date
No.
Description
1
4/27/2020
Cover Letter
1
5/27/2020
Fast Track Application
1
5/27/2020
Copy of Fast Track Application
1
USGS Topo Map
1
Street Level Map
1
5/27/2020
Flow Tracking Form
1
12/15/1993
Existing Sewer Permit #WQ0008659
1
4/29/2020
2758
$480.00 Check (Application Fee)
These are transmitted and checked below:
z For approval ❑
Remarks:
Signed:
184211 Received by:
h' C pA

"ECERt6'l CQOi�'�WDWR
JON 0 '1 2ja; ()
77��qq�� WQROS
YARBROUGH—WILLIAMS & HOULE, 1'1` V9SVILLEREGIONALOFFICE
Planning • Surveying • Engineering
NCBELS C-0475
SC COA332
April 27, 2020
NCDEQ/ DWR
Water Quality Section
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
Re: Stevens Mill Subdivision (Permit No. WQ0008659)
Wastewater Collection System Extension
Union County Public Works
Union County, North Carolina
Dear Sirs:
The enclosed submittal package for the referenced project consists of modifying the existing permit to
decommission Pump Station #1 and construct a proposed 8" gravity sanitary sewer main to serve
existing and future residential communities. The collection system will be a public system owned and
operated by Union County Public Works. 0 flow is to be allocated with this project. The package
contains the following items:
➢ Application (FTA 04-16) -1 original, 1 copy
➢ Cover Letter
➢ Application Fee $ 480.00
➢ Form FTSE 10-18
➢ Site Maps
If you should have any questions or need additional information, feel free to give me a call.
Sincere ,
i I
Vincent G. Keene, PE
President
730 Windsor Oak Court, Charlotte, NC 28273 • P.O. Box 1198, Pineville, NC 28134 + 704.556.1990 • fax [phone]

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State of North Carolina
DWR
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: VW �`n—�J tR o be completed by MR)
JUN G- 1 2720
All items must be completed or the application will be returned
WQROS
1. APPLICANT INFORMATION: MOORESVILLE REGIONAL OFFIC5_
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: Crustal Panico per 15A NCAC 02T .0106(b)
Title: New Development Program Manage-
4. Applicant's mailing address: 500 N Main Street, Suite 408A
City: Monroe State: NC Zip: 28112-
5. Applicant's contact information:
Phone number: [phone] Email Address: crystal.panico cr,unioncoun , nc. og_v
II. PROJECT INFORMATION:
I. Project name: STEVENS MILL SUBDIVISION GRAVITY SEWER AND PUMP STATIONS
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0008659 and issued date: 12/15/93
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: 35.0822.8° Longitude:-80.3707.3°
5. Parcel ID (if applicable): 08324003
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
l . Professional Engineer: Vincent G. Keene License Number: 17637
Firm: Yarbrough -Williams & Houle, Inc.
Mailing address: P.O. Box 1198
City: Pineville State: NC Zip: 28134-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: 12 MILE CREEK W WTP Permit Number: NCO085359
Owner Name: UNION COUNTY PUBLIC WORKS
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0037718 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_._
Owner Name(s): UNION COUNTY PUBLIC WORKS
FORM: FTA 04-16 Pagel of5

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 ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
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 ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / 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 02! .01140? ❑ Yes ® No
➢ if yes provide a copy of flow reduction approval letter
7.
Summarize wastewater generated by project:
Establishment Type (see 02T.0114(1))
Daily Design Flow',b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gaV
GPD
gal/
GPD
gal/
GPD
Tolal
0 GPD
a See 15A NCAC 02T 0114(b) (d) (e)(1) and (e)(2) 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 east 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 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 Pen -nit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
® Other (Explain): DECOMMISSIONING PUMP STATION
FORM: FTA 04- l6 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
l . Summarize gravity sewer to be permitted:
Size (inches)7
inches)
Length (feet)
Material
8"
1,997
PVC
8"
40
DIP
➢ Section II & III of the MDC for Pennitting 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: STEVENS MILL SUBDIVISION PS #1(TO BE REMOVED)
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.0822.8° Longitude:-80.3707.3°
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
0
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' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, 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 & 15A NCAC 02T .0305(f)):
[-]No
Does the project comply with all separations found in 15A NCAC 021.0305(fl & (g)
® Yes
➢ 15A NCAC 02T.0305 contains minimum separations that shall be_provided for sewer s
Setback Parameter*
Se aration Re uired
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer includingin benched trenches
18 inches
10 feet
Water mains horizontal
18 inches
Reclaimed water lines vertical - reclaimed over sewer
2 feet
Reclaimed water lines horizontal - reclaimed over sewer
**Any private or public water supply source, including any wells, WS-I waters of Class I or
100 feet
Class II impounded reservoirs used as a source of drinking,water
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
50 feet
high water or tide elevation and wetlands see item IX.2
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
10 feet
ditches
5 feet
Any building foundation
10 feet
Any basement
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
5 feet
Drainage systems and interceptor drains
10 feet
Any swimming pools
36 inches
Final earth grade vertical
where separations in 02T.0305 cannot
be achieved.
➢ 15A NCAC 02T.0305(g) contains alternatives
be identified using the Division's NC Surface Water Classifications
webpage
➢ **Stream classifications can
➢ If noncompliance with 02T 0305(fl or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
® 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.
❑ Yes ®No ❑ N/A
➢ 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.
Page 4 of 5
FORM: FTA 04-16

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional gineer's Certification:
e e� attest that this application for
I,
(Professional Engineer's name from Application Item III.1.)
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 regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. .
North Carolina Professional Engineer's seal, signature, and date: �,�``� CA
.Q tN' ..p.�
OA���S�%'9:
17637
3. Applicant's Certification per 15A NCAC 02T .0106(b):
O FAN I� �� N(l1 v�W'Pr91eNT i�tzo�I�M ` IC attest that this application for
(Signature Authority s name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I 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 will 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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Date: 2,0
Signature: 5 /G 7 Zd
Page 5 of 5
FORM: FTA 04-16

Tuvia, Ori A
From:
Vince Keene <[e-mail]>
Sent:
Wednesday, June 24, 2020 9:24 AM
To:
Tuvia, Ori A
Cc:
Todd Godfrey
Subject:
[External] RE: WQ00086S9 MOD, Stevens Mill
Sorry Oril Approximately 960 feet of Forcemain will be decommissioned.
Vincent G. Keene, P.E.
President
Yarbrough -Williams & Houle, Inc.
730 Windsor Oak Court (28273)
Charlotte, North Carolina
Mail to:
P.O. Box 1198
Pineville, NC (28134)
Mob [phone]
Phone [phone]
Fax [phone]
From: Tuvia, Ori A <[e-mail]>
Sent: Tuesday, June 23, 2020 1:48 PM
To: Vince Keene <[e-mail]>
Subject: WQ0008659 MOD, Stevens Mill
Good Afternoon Vinvent,
I am following up on our phone conversation couple of weeks ago, I was asking for additional information about how
many feet of line will be decommissioned and have not heard back.
Sincerely,
Ori

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1.
State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
Division °t Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Union County
Project Name for which flow is being requested: Stevens Mill Sewer & Pump Stations
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.
Complete this section only if you are the owner of the wastewater treatment plant. D/NGt71iNR/DWR
a. WWTP Facility Name: Twelve Mile Creek WWTP
b• WWTP Facility Permit #: NC0085359 JUN gyp;
WQROS
c. WWTP facility's permitted flow All flows are in J IILE REGIONAL OFFICE
7.5* Does not include 3
d. Estimated obligated flow not yet tributary to the WWTP 1 9840diversion to 6 Mile
e. WWTP facility's actual avg. flow
f. Total flow for this specific request 4.18
0.
g. Total actual and obligated flows to the facility0
h. Percent of permitted flow used 6.164640
82.19
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 (B) (C) (D)=(B+C) (E)=(A-D)
Pump Pump Obligated,
Station Station Average Approx. Not Yet Total Current
(Name or Permit Capacity, Daily Flow** Current Tributary Flow Plus
Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD
Flow, MGD MGD Flow ***
PoplinRd WQ019570 4.0092 Capacity
1.6037 0.9940 0.3790 1.3730
Hunley WQ022234 1.1920 0.2307
0.4768 0.4484 0.1079 0.5563
StevensM WQ008659 0.1377 -0.0795
0.0551 0.0170 0.000.0170 0.0381
* The Firm Capacity (design flow) of an
y ump
station is that can be achieved with the largest pump taken out of service. as the in pumped flow
** Design Average Daily Flow is the firm 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.
Downstream Facility Name (Sewer)
Downstream Permit Number:
Twelve Mile Creek WWTP
WQ0040462
Page I of 6
FTSE 10-18

III. Certification Statement:
I Crystal O. Panico, PE 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 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 II plus all attached planning assessment addendurns 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.
Signature
New Development Program Manager
Title of SignIng Official
Date
M
Page 2 of 6
FTSE 10-18

SO[JTHSTONE PROJECT copy
Hanley Creek Sewage Pump Station Upgrade
Options
Preliminary Design Report
Union County, North Carolina
T.AC-17000
DATE: APRIL 6, 2018
KENNETH P. KEEL, PE
SR. PROJECT MANAGER, WATE ASTEWATER
SEAL
21579
'., NTH P • � `1 "B ��
2905 MERIDIAN PARKWAY
DURHAM, {NORTH CAROLINA 27713
NC Lzc. # C-0293

1.0 PROJECT DESCRIPTION
The Southstone project in Union County is proposed to send its wastewater from 166 lots to the
Hurley Creek Sewage Pump Station. The pump station currently has available capacity for
approximately 32 lots at 285 gpd per lot. Capacity for an additional 134 lots is needed.
The purpose of this preliminary design report is to outline the upgrades that will be necessary to
increase pump station flow to serve the Southstone development.
2.0 ASSUMPTIONS AND DESIGN BASIS
I made the conservative assumption that the 285 gpd per lot capacity was an average day need.
At a peaking factor of 2.5, a peak flow rate of 713 gpd per lot is needed, which is equivalent to 66
gpm of additional pump output.
Additional information on the status of the existing pumps was provided by Union County Public
Works Department on March 21, 2018, which completely changed the upgrade alternatives for
the Hurley Creek Pump Station. In addition, when trying to reconcile the new information to the
Previous calculations, an elevation reading error was discovered which changed the design
and installed facilities.
Parameters. This discovery made the calculations line up precisely to actual field measurements
Using the current output of the weakest of the two pumps of 770 gpm (January 2018 pump down
tests, on which station capacity is based), the upgraded pumps must handle at least 836 gpm,
However, to make a conservative evaluation, using the strongest current pump output of 809 m
gp
as current capacity would require the upgraded pumps to produce a minimum of 875 gpm. 875
gpm is used for this preliminary design, to ensure that sufficient capacity is provided.
Based on the information provided, the existing pumps were upgraded in 2015 with 12-inch
impellers, which is the maximum size that the Fairbanks 4" 5433MV pumps can utilize. The
existing 12-inch ductile iron force main is operating at a C factor of between 110 and 120. The
pump station wet well was confirmed to be 10 feet in diameter, which gives the existing
installation a minimum cycle time (theta) of 14 minutes. The available design depth (pump -off to
lead -pump -on) is 5 feet. The current operational design depth could be less, depending on the
actual settings in the wet well which were not confirmed. Reducing the design depth would result
in a reduction of theta, which simply increases the pump cycle times.
3.0 RECOMMENDED UPGRADE
Replacing the existing 4" 5433MV (12" impeller) pumps with 4" 5434MV (12.72" trimmed
impeller) pumps will produce approximately 875 gpm, This proposed upgrade will provide
Southstone with the additional flow needed.
Unfortunately, the dimensions for the selected larger pumps do not match the existing pumps.
Therefore, it appears likely that the interior piping and guiderails in the existing wet well will
have to be adjusted or replaced for the new pumps to fit properly,
Preliminary Design Report The John R. McAdams Company, Inc,
Hunley Creek Sewage Pump Station Upgrade Options
Southstone Project 4/6/2018

The electrical components will likewise have to be retrofitted. Many of the components may be
usable, but the power feed wiring, starters, and circuit breakers will need to be replaced. The
existing generator appears to be slightly oversized for the current pumps, so it is possible that it
. An electrical engineer will
could handle the additional load of increased horsepower puanps
need to fully evaluate the existing components and the proposed upgrades tdetermine the extent
of the upgrades required.
The existing force main is sized to handle additional capacity. At the proposed flow of 875 gpm,
the velocity in the pipe is only 3 £t/sec, which is well within an acceptable range.
Keeping the pump design depth at 5 feet, pumps producing 875 gpm will have a station theta
value of 13 minutes (4.6 cycles per hour). If we reduce the design depth to 4 feet, at 875 gpm theta would be 10.75 minutes (5.6 cycles per hour). NCDEQ requires between 2 and 8 cycles per
hour,
4.0 OTHER. CONSIDERATIONS
If Union County has a policy in place to share the cost of an upgrade with a developer when extra
capacity is included, this upgrade would be an ideal candidate. Since the actual additional
capacity needed for Southstone is relatively small, yet will be expensive to implement, it makes
sense to design the new pumps with somewhat more capacity than Southstone needs. The cost
difference for an additional 66 gprn (875 gpm total) vs. an additional 191 m (1,000
for example, is likely small relative to the total cost of complete pump replacement. This might
be a reasonable consideration if both sides are amenable to partnering on the project.
LIST OF ATTACHMENTS
Calculations Spreadsheet — Existing Conditions & Proposed Upgrade
System Head Curve — Existing Conditions & Proposed Upgrade
Calculations Spreadsheet — Proposed Upgrade Only
System Head Curve — Upgrade to 875 gpm
Preliminary Design Report The John R. McAdams Company, Inc,
Hunley Creels Sewage Pump Station Upgrade Options
Southstone Project 4/6/2018

HUNLEY CREEK SEWAGEPUMP STA T/ON - EXISTING CONDITIONS AND PROPOSED UPGRADE
UNION COUNTY
PROJECT: HUNLEY CREEK SEWAGE PUMP STATION EVALUATION - UPGRADE-,4/6/18 FINAL
DESIGNED BY: KPK CHECKED BY:
REVISED: 4/8/2018
FLOW ANALYSIS:
UNITS FLOW/UNIT FLOW FLOW-AVE FLOW -MAX
(gpd) (gpm) FLOW -MIN
1557 285 443,745 308 WPM) (gpm)
770
134 Additional lots at 285 gpd for Southstone. Current peak capacity of 1,11088 MGD fully obligated (including 32 lots 03
at Southstone). ASSUMING that 285 gpd is average flow, with a peak flow needed of 713 gpd per lot, need 66 gpm
additional pump station flow, which is 836 gpm minimum (875 qpm using stronger pump output),
DESIGN FLOW;
FLOW -MAX FLOW -DES PIPE DIA
AREA sf VELOCITY fps
(gpm) (gpm)
770 770 12.00 0.79 2.18
which is still more than the current design (in} PI*((D/12)^2)/4 Q/N7.48/60
Calculated flow based on current max output of weakest pump. Current design flow showed as output of weak pump,
capacity of 736 gpm @ 132 ft(info provided 3/21/18, upgrade to max impeller).
COMMENT: MINIMUM VELOCITY IS 2.0 FEET/SECOND.
PEAK FLOW FACTOR OF 2.5 IS USED.
MININUM PUMP CYCLE TIMES:
FLOW -DES THETA VOLUME(gal) MAX REFILL
(gpm) (min) V=O*Q/4 PUMP OUT MAX CYCLE TM
770 14.0 V/Qmin WQdes Qmin+Ades
2695 26 3.5
COMMENT: 30
TWO IDENTICAL PUMPS WILL ALTERNATE. CYCLE TIME (THETA) FOR ANY PUMP IS TWICE
THETA. MINIMUM CYCLE TIME TYP 7.5-15. NCDWQ REQUIRES 2-8 CYCLES/HR (7.5-30).
WETWELL SIZE:
DIAMETER VOL/FT REQ VOLUME MIN DEPTH DES DEPTH
(ft) (gal/ft) (gal) OFF -LEAD ALARM DPTH
10.0 587 2695 OFF LEAD LEAD -ALARM
adjusted to 10 ft diameter, info provided on 2/9/18 4'59 5.00 1.00
MAX PUMP CYCLE TIMES:
VOL-DES MAX REFILL PUMP OUT MAX CYCLE TM
(gal
2937) (min) (min) (min)
28.6 4 32
COMMENT: THIS REPRESENTS MAXIMUM CYCLE TIMES AVAILABLE IN WET WELL.
ACTUAL CYCLE TIME IS ADJUSTIBLE IN FIELD AS REQUIRED.
M CADAMS
WaterlWastewater Division Page 1 PrcJecls KPKIUnionCoPS_UPgradelHunleyCreek-PSupgrade rev040618_FfnalRev
4/6/2ol8, 1:09 PM

HUNLEY CREEK SEWAGEPUMP STATION - EXISTING CONDITIONSAND PROPOSED UPGRADE
UNION COUNTY
HYDRAULIC ANALYSIS:
ASSUMPTIONS:
WET WELL max
WET WELL min
(EL ft)
(EL ft)
(WWmax)
(WWmin)
579.50
574.50
FM ELEVATIONS
CORRECTED 4/6/18.
CONTOUR ELEVATIONS MISREAD ON EARLIER SPREADSHEETS,
DISCHARGE
DISTANCE
ELEVATION
MAX STATIC
MIN STATIC
(ft)
(EL ft)
(ft)
(ft)
(L)
(E)
(Smax)
(Smin)
HIGH POINT 1
40
589.0
14,5
9.5
HIGH POINT 2
7550
681.0
106.5
101.5
HIGH POINT 3
9575
673.0
98.5
93.5
DISCHARGE MH
10650
642.0
67.5
62.5
COMMENTS:
STATIC = ELEV HIGH POINT/DISCHARGE - ELEV WET WELL.
REFER TO TDH COMPUTATION
TO DETERMINE WHICH DISCHARGE POINT
CONTROLS DESIGN,
FITTING LOSSES
Qd(gpm)=
770
DIAMETER
FITTING
COEFFICIENT
NUMBER
VELOCITY
FITTING LOSS
D(in)
CODE
K
N
V(ft/sec)
NKV^2/2g(ft)
&0
B(90)
0.3
3
4,9
0.3
8.0
CKV
2.5
1
4.9
0.9
8.0
GV
0.2
1
4.9
0.1
8.0
TBL
1.0
1
4.9
0.4
12.0
B(45)
0.2
2
2.2
0.0
12.0
B(90)
0.3
2
2.2
0.0
12.0
EXI
1.0
1
2.2
0.1
TOTAL
1.9
LINE LOSSES
Qd(gpm)=
770
LENGTH
Hf(ft)
Hf(ft)
TDH(ft)
TDH(ft)
LOCATION
(ft)
C=100
C=120
MAX STATIC
MIN STATIC
MAX STATIC
40
0
0
16
11
HIGH POINT 1
7650
19
14
127
117
HIGH POINT 2
9575
24
17
125
113
HIGH POINT 3
10650
27
19
96
84
DISCHARGE MH
COMMENT: PUMPING TO HIGH POINT 2 IS THE CONTROLLING CONDITION
SINCE IT IS THE MAX TDH CONDITION
FOR MAX STATIC.
McADAMS '
Profecte KPK1UnlonCoP6 Upgrada HunleyCreek-PSupgrade_reV04061UinalRev
Water/Wastewater Division Page 2 4/6/2018, 1:09 PM

HUNLEY CREEK SEWAGE PUMP STA TION -EXISTING CONDITIONS AND PROPOSED UPGRADE
UNION COUNTY
Based on info provided 3121118, the existing 5433MV pumps have 12 inch impellers, which are the maximum available.
SYSTEM HEAD vs. FLOW - MAX STATIC & C=100
Existing 5433MV, 40 HP
12 inch impeller
FLOW
LINE FITTING
STATIC
TDH
PUMP HEAD
(9pm)
(ft)
(ft)
(ft)
(ft)
(ft)
770
27
1.9
107
135
0
0
0.0
107
107
172.0
400
8
0.5
107
115
147.0
600
17
1.1
107
125
138.0
800
29
2.0
107
137
129.0
875
34
2.4
107
143
125.0
1000
44
3.2
107
153
118.0
1200
61
4.6
107
172
103.0
1400
81
6.2
107
194
86.0
SYSTEM HEAD vs, FLOW - MAX STATIC & C=120
Based on current pump output, it appear that the current force main condition is btwn C=110 & C=120
FLOW
LINE
FITTING
STATIC
TDH
PUMP HEAD
(gpm)
(ft)
(ft)
(ft)
(ft)
(ft)
770
19
1.9
107
128
0
0
0.0
107
107
172
400
6
0.6
107
113
147
600
12
1.1
107
120
138
800
21
2.0
107
129
129
875
24
2.4
107
133
125
1000
31
3.2
107
141
118
1200
44
4.6
107
155
103
1400
58
6.2
107
171
86
SYSTEM HEAD vs, FLOW - MIN STATIC & C=120
Based on current pump output, it appear that the current force main condition is btwn C=110 & C=120
FLOW
LINE
FITTING
STATIC
TDH
PUMP HEAD
(9pm)
(ft)
A
(ft)
(ft)
(ft)
770
19
1.9
102
123
0
0
0.0
102
102
172
400
6
0.5
102
108
147
600
12
1.1
102
115
138
800
21
2.0
102
124
129
875
.24
2.4
102
128
125
1000
31
3.2
102
136
118
1200
44
4.6
102
150
103
1400
58
6.2
102
166
86
MCADAMS Projects.CPMUnionCoPS_Upgrade\Hun(eyCreek•PSupgrade1ev040616 FlnalRev
WaterlWastewater Division Page 3 416l2018, 1:09 PM

UNION COUNTY - HUNLEY CREEK SEWAGE PUMP STATION - EXISTING CONDITIONS & PROPOSED UPGRADF
onn DESIGN SYSTEM HFAn Of I❑vc
11
1f
17
•16
15(
F-
w 14C
LL
z
Q 13a
W
r
120
110
100
90
80
tuuu 1100 1200 1300 1400
-- ���
FLOW IN GPM
---MAX STATIC C=100
0 m'N STATIC C=120 -- MAX STATIC C=120
- PROPOSED UPGRADE, 12,72-IN IMP 5434MV SEX. PUMP 12-IN IMPELLER-5433MV
Fairbanks Submersible pump
Page 1 Existing: 4" 5433 MV, 4D hp, 12.00" Impeller, 1770 rpm
Proposed; 4"5434MV, 75 hp, 12.72°Impeller, 1780 rpm °1Prcte�te�B neeringlHunleyCroek-PSuppretle re 9g08fe pinalRev
41=018, f:30 PM

PROPOSED HUNLEY CREEK SEWAGEPUMP STAT/ON UPGRADE
UNION COUNTY
PROJECT: HUNLEY CREEK SEWAGE PUMP STATION EVALUATION-UPGRADE-875 GPM Design
DESIGNED BY: KPK CHECKED BY: REVISED: 4/6/2018
FLOW ANALYSIS:
UNITS FLOW/UNIT
FLOW
FLOW-AVE
FLOW -MAX FLOW -MIN
1768 285
(9pd)
603,880
350 (gpm)
(gp (gpm)
5 11
1567 currrent units plus an additional 134 lots for Southstone is a 1691 total units need,
need. This pump upgrade to 875 gpm
provides a peak flow
equivalent to 1.205 MGD peak?
of 1.26 MGD,
equivalent
to 1768 units (additional 211 units).
DESIGN FLOW:
FLOW -MAX FLOW -DES
(gpm)
PIPE DIA
AREA sf
VELOCITY fps
(gpm)
875 875
(in)
PI*((D/12)"2)/4
Q/AI7.48/60
12.00
0.79
2.48
COMMENT: MINIMUM VELOCITY IS 2.0 FEET/SECOND.
PEAK. FLOW FACTOR OF 2.5 IS USED.
MININUM PUMP CYCLE TIMES:
FLOW -DES THETA VOLUME(gal) MAX REFILL PUMP OUT
(gpm) (min) V=O*Q/4 MAX CYCLE TM
V/Qmin
875 13.0 2844 24 WQdes Qmin+Ades
3.3 28
COMMENT: TWO IDENTICAL PUMPS WILL ALTERNATE. CYCLE TIME (THETA) FOR ANY PUMP IS TWICE
THETA. MINIMUM CYCLE TIME TYP 7.5-15, NCDWQ REQUIRES 2-8 CYCLES/HR (7.5-30).
WETWELL SIZE:
DIAMETER
(ft)
10.0
MAX PUMP CYCLE TIMES:
VOUFT REQ VOLUME
(gal/ft) (gal)
587 2844
VOL-DES MAX REFILL
(gal) (min)
2937 26.2
MIN DEPTH DES DEPTH ALARM DPTH
OFF -LEAD OFF -LEAD LEAD -ALARM
4.84 5.00 1.00
PUMP OUT MAX CYCLE TM
(min) (min)
3 29
COMMENT: THIS REPRESENTS MAXIMUM CYCLE TIMES AVAILABLE IN WET WELL.
ACTUAL CYCLE TIME IS ADJUSTIBLE IN FIELD AS REQUIRED,
MCADAMS
Water/Wastewater Division
Pr ojecls
Page 1 _KPKIU"onCOPS_Upgra dekHunleyCre ek-PSupgra d e_rev040618_Final Rev_875gpm
4/612018, 12;58 PM

PROPOSED HUNLEY CREEK SEWAGE PUMP STATION UPGRADE
UNION COUNTY
HYDRAULIC ANALYSIS:
ASSUMPTIONS:
WET WELL max
WET WELL rein
(EL ft)
(EL ft)
(WWmax)
(WWmin)
579.50
574.60
DISCHARGE
DISTANCE
ELEVATION
MAX STATIC
MIN STATIC
(ft)
(EL ft)
(ft)
(ft)
(L)
(E)
(Smax)
(Smin)
HIGH POINT 1
40
589.0
14.5
9.5
HIGH POINT 2
7550
681.0
106.5
101.5
HIGH POINT 3
9575
673.0
98.5
93.5
DISCHARGE MH
10650
642.0
67.5
62.5
COMMENTS:
STATIC = ELEV HIGH POINT/DISCHARGE - ELEV WET WELL.
REFER TO TDH COMPUTATION TO DETERMINE WHICH DISCHARGE
POINT
CONTROLS DESIGN.
FITTING LOSSES
Qd(gpm)=
875
DIAMETER
FITTING
COEFFICIENT
NUMBER
VELOCITY
D(in)
CODE
K
N
V(fUsec)
8.0
B(90)
0.3
3
5,6
8.0
CKV
2.5
1
5.6
8.0
GV
0.2
1
5.6
8.0
TBL
1.0
1
5.6
12.0
B(45)
0.2
2
2.5
12.0
B(90)
0.3
2
2.5
12.0
EXT
1.0
1
2.5
TOTAL
LINE LOSSES
Qd(gpm)=
875
LENGTH
Hf(ft)
Hf(ft)
TDH(ft)
TDH(ft)
(ft)
C=100
C=120
MAX STATIC
MIN STATIC
40
0
0
17
12
7550
24
17
133
121
9575
31
22
132
118
10650
34
24
104
89
COMMENT:
PUMPING TO HIGH POINT 2 IS THE CONTROLLING CONDITION
SINCE IT IS THE MAX TDH CONDITION FOR MAX STATIC,
FITTING LOSS
NKV^2/2g(ft)
0.4
1.2
0.1
0.5
0.0
0.1
0.1
2.4
LOCATION
MAX STATIC
HIGH POINT 1
HIGH POINT 2
HIGH POINT 3
DISCHARGE MH
McADAMS Prdects_KPKIUnionCoPS UpgradelHunleyCmek-PSupgrade_rev040618_FinalRev_875gpm
Water[Wastewater Division Page 402018, 12:58 PM

PROPOSED HUNLEYOREEK SEWAGE PUMP STATION UPGRADE
UNION COUNTY
SYSTEM HEAD vs. FLOW - MAX STATIC & C=100
5434MV, 75 HP
FLOW LINE FITTING
STATIC
TDH
12.72 in impeller
PUMP HEAD
(9pm) (ft) (ft)
(ft)
(ft)
(ft)
875 34 2.4
107
143
0 0 0.0
400 8 0.5
107
107
187.0
600 17 1.1
107
107
115
125
166.0
156.0
800 29 2.0
107
137
146.0
875 34 2.4
1000 44
107
143
143.0
3.2
1200 61 4.6
107
107
153
172
136.0
1400 81 6.2
107
194
125.0
111.0
SYSTEM HEAD vs. FLOW - MAX STATIC & C=120
Based on current pump output, it appears that the current force main condition is btwn
C=110 & C=120
FLOW LINE FITTING
(9pm)
STATIC
TDH
PUMP HEAD
(ft) (ft)
(ft)
A
(ft)
875 24 2.4
107
133
0 0 0.0
400 6 0.5
107
107
187
600 12 1.1
107
107
113
120
166
800 21 2.0
107
129
156
146
875 24 2.4
107
133
143
1000 31 3.2
107
141
136
1200 44 4.6
107
155
125
1400 58 6.2
107
171
111
SYSTEM HEAD vs. FLOW - MIN STATIC & C=120
Based on current pump output, it appears that the current force
main condition is btwn C=110 & C=120
FLOW LINE FITTING
(9pm)
STATIC
TDH
PUMP HEAD
(ft) (ft)
(ft)
(ft)
(ft)
875 24 2.4
102
128
0 0 0.0
400 6 0.5
102
102
102
187
600 12 1.1
102
108
115
166
156
800 21 2.0
102
124
146
875 24 2.4
102
128
143
1000 31 3.2
102
136
136
1200 44 4.6
102
150
125
1400 58 6.2
102
168
111
McADAM5
WaterlWastewater Division Page elects_KPK1UnlonCoPS_UpgradelHunleyCreek-PSupgrade rev040618fInalRev_875gpm
4/6/2018, 12;58 PM

UNION COUNTY - HUNLEY CREEK SEWAGE PUMP STATION - UPGRADE TO 875 GPM
DESIGN SYSTEM HEAD CURVE
zoo
190
180
170
160
150
w 140
LL
z
130
T
120
110
100
90
80
0 100 200 300 400. 500
—e MAX STATIC C=100
—9 MIN STATIC C=120
600 700 800 900 1000 1100 1200 1300 1400 -
FLOW IN GPM
—1— MAX STATIC C=120
6 PROPOSED PUMP 12.72-IN IMPELLER-5434MV
Fairbanks Submersible Pump r.�eroJecklangtnearinglHunleyCreek-PSuppnda revg4gBle FfnolRev_e75gpm
Page 1 Proposed: 4" 5434MV, 75 hp, 12.72" Impeller, 1780 rpm 4r612018, 1:92 PM

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Gregory F. Williams, President
Fairview Developers
1801 Tower Industrial Drive
Monroe, North Carolina 28110
Dear Mr. Williams:
pr
• •
;k
C)
December 15, 1993
R EGE I VEIWN+c t) F N R/bw R
WOROS
Mt No. ftM6g y L OFFICE
Subject: Permit No.
Fairview Developers
Stevens Mill Subdivision
Sewer Extension
Union County
In accordance with your application received November 4, 1993, we are forwarding herewith
Permit No. WQ0008659, dated December 15, 1993, to Fairview Developers for the construction and
operation of the subject wastewater collection extension. Please be advised of Condition No. 5 which
states this permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division of
Environmental Management accompanied by an application fee, documentation from the parties involved,
and other supporting materials as may be appropriate. The approval of this request will be considered on
its merits and may or may not be approved.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Michael D. Allen at [phone].
Sincerely,
A. Prest Howard, Jr., P.E.
cc: Union County Health Department
Mooresville Regional Office
Robert D. Davis, Consulting Engineers
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action EmNloyJr 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
4
PERMISSION IS HEREBY GRANTED TO
Fairview Developers
Union County ,�� aj 4e,
FOR THE
construction and operation of approximately 8,576 linear feet of 8-inch gravity sewer, a 120 GPM pump
station with duplex pumps, high water alarms, telemetry system and approximately 980 linear feet of fl-
inch force main and a 120 GPM pump station with duplex pumps, high water alarms, telemetry system
and approximately 1,660 linear feet of 4-inch force main to serve seventy-six (76) 2-bedroom homes and
seventy-five (75) 3-bedroom homes in Stevens Mill Subdivision, and the discharge of 45,240 GPD of
collected domestic wastewater into the Fairview Developers' existing sewerage system, pursuant to the
application received November 4, 1993, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and Natural
Resources and considered a pan of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Fairview Development
Group Inc.'s Hunley Creek Wastewater Treatment Facility prior to being discharged into the
receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.

6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have Jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
[phone] as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
N

Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
14. The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and is a condition of this Permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statute 1143-215.6(a) to 143-215.6(c) for violation of or failure to act in
accordance with the terms and conditions of this Permit.
Permit issued this the 15th day of December, 1993
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Presto, oward, Jr., P.E., Director /
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0008659
3

Permit No. WQ0008659
December 15, 1993
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
for the
Project Name Location
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 substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
a
�r
4