WQ0042399_Application (FTSE)_20210423

Permit Number WQ0042399
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Riverwood Apartments Private Sewer
Location Address
Owner
Owner Name
Riverwood Apartments LLC
Dates/Events
Central Files: APS _ SWP
3/24/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
William W. Shoettelkotte
1051 Military Cutoff Rd
Wilmington NC 28405
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
3/23/2021,�q
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L E T T E R O F T R A N S M I T T A L
EGEiVE.
MAR 2 3 2021
To:
NCDE — Division of Water Resources
Date
I March 23, 2021
127 Cardinal Drive Extension
Wilmington, NC 28405
Re:
Riverwood Apartments (Echo Farms Tract
1
Fast Track Sewer System Ext. - Application
Attn:
To Whom It May Concern
Pro ect No.
I 19285TE
e are aendin
® Originals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
he following items:
Quantity
Date
Dwg. No.
Description
1
Cover Letter
2
Fast Track Sewer App. & Supporting Does. — Private Sewer (Orig. & Copy)
1
Application Fee - $480 (Check 1134)
1
Cover Letter
2
Fast Track Sewer App. & Supporting Does. — Public Sewer (Orig. & Copy)
1
Application Fee - $480 (Check 1136)
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ Fox Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Thank you for
your attention to this matter.
If you have any
questions, please contact Rob Balland at 910-791-6707 or r ll n r mo n -en m.
Cc: Signed:
Jerry Burks, PE

pARAMOUNTE
February 24, 2020
NCDEQ — DWR
127 Cardinal Dr. Ext
Wilmington, NC 28405
RE: Riverwood Apartments
Echo Farms Tract 1
NCAC 02T.0300 Fast Track Sewer System Extension
Cape Fear Public Utility Authority, New Hanover County, NC
To Whom It May Concern,
Enclosed is a private sewer extension application with supporting documentation for the proposed
residential development in the City of Wilmington. There are also public sewer main extensions proposed
as part of this project that will be submitted under a separate application.
The proposed project will serve 206 new apartment homes (184 one- and two -bedroom apartments and
22 three -bedroom apartments), which will drain to an existing gravity sewer network.
The enclosed documents include the following items:
• Check in the amount of $480.00
• Fast Track Sewer System Extension Application
• Flow Tracking for Sewer Extension Applications
• Site Map
On behalf of Cape Fear Public Utility Authority and the developer, Cape Fear Commercial, we request
that you grant a permit for construction of this sewer system.
Sincerely,
Paramounte Engineering, Inc.
4f7l-
Robert P. Balland, PE
President
1 2 2 C I N E M A D R I V E. W I L M I N G T G N, N C 2 6 4 O 3
P H 1 9 1 0 1 7 9 1- 6 7 0 7 FAX: 1 9 1 0 1 7 9 1- 6 9 6 G

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: W U r 4 1 (to be completed by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. Applicant's name: Riverwood Apartments, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual N Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Shoettelkotte. William W. per 15A NCAC 02T .0106(b)
Title: Member
4. Applicant's mailing address: 1051 Military Cutoff Road, Suite 200
City: Wilmington State: NC Zip: 28405-_
5. Applicant's contact information:
Phone number: [phone] Email Address: bi�capefearcommercial.com
II. PROJECT INFORMATION:
1. Project name: Riverwood Apartments (Echo Farms Tract 1) VVW
2. Application/Project status: N Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.1670' Longitude:-77.9335°
5. Parcel ID (if applicable): R07006-002-001-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Rob Balland License Number: 31591
Firm: Paramounte Engineering,Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-
Phone number: (9O 791-6707 Email Address: rballand(),paramounte-eng com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Southside W WTP Permit Number:
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Number(s) if applicable): WQCS_
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

%]. GENERAL REQUIItEMEN'FS
I. If (he Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No NN/A
2_ If the Applicant is a Developer of lots to be sold, has a De\elogcr_s Operational As,reement 1FORM: DFV) been attached'
❑ N es ❑No NN/A
3. If the Applicant is a Home !Piopenc O ieIS 4110ci al Ion_has an 0Dcl It I Ona I rirairemenI (FORM. HO:A1 been attached'
❑ Yes ONO NN/A
4. Origin of wastewater: (check all that applv):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ ('at Wash
N Residential Leased ❑ Retail with food preparation/scrvice ❑ Hotel and/or Motels
❑ School / Preschool / day care ❑ Medical / dental / veterinary facilities N Swimming Pool /C'lubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5_ Nature of wastewater : 1(10 % Domestic/Conmrercial %Commercial
_%IndusVill (Sec 1SA \Y_AC 02T_ o10i(201)
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15,k N(C_ U 0 1 Y tl 114(f1' ❑ Yes N No
I If yes, provide a copv of now reduction approval letter
7. Sunmiarize wastewater generated by project.
Establishment Type (see 02'1.0114 1)
Daily Design Flow "r'
No, of Units
Flow
Multifamily Residence I bdr
240 gal/connection
66
15,840 GPD
Multifamily Residence 2 bdr
240 gal/connection
118
28.320 GPD
Multifamily Residence 3 bdr
360 gal/connection
22
7,920 GPD
Clubhouse
5 gal/seat.
50
250 GPD
Pool
10 gal/person
too
1000 GPD
gal/
GPD
��7oral
53,330 GPD
a See I SA NCAC 02T Q 1 I,I(b). (dl_ (e)( I ) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow- per
dv,elling; 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,.,41A-41.
b Per 15A NCAC 02T 01 14(c), design flow rotes for establishments not identified [it) table I ,1 N( 1C 012.1.1011,41 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 53 330 GPD (per 15A NCAC 03T .01 1-1)
Do not include future flows or previously per 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 replacententof existing sewer with no new flow expected
❑ Other (Explain):
FORM_ ETA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 2,394 C-900 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIll. 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' 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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (a)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
® Yes [:]No
Setback Parameter*
Separation Required
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 It impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
hi h 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 slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "*Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ 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 0213.0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.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.04021 "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.
FORM: FTA 04-16 Page 4 of 5

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 Engineer's Certification:
Application Item Ill.1.)
that this application for
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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, IwA1w III Sc441DffM_*nts A ^ xiAG 2' (Z attest that this application for
(Signature Authority's name & title from Application Item I.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.
Signature: /'/.�// Date: �/ 2
FORM: FTA 04-16 Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Riverwood Apartments, LLC
Project Name for which flow is being requested: Riverwood Apartments
More than one FTSE maybe required for a single project if the owner of the HWTP is not responsible for al! pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: M'Kean Maffitt (Southside WWTP
b. WWTP Facility Permit #: NPDES NC O023973
All flows are in MGD
e. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 2.747
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request 0.053330
g. Total actual and obligated flows to the facility 10.845
It. Percent of permitted flow used 90.4
It. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
Design
Average
Approx.
Pump
Pump
Daily
Current
Station
Station
Firm
Flow**
Avg. Daily
(Name or
Permit
Capacity, *
(Firm / pf),
Flow,
Number)
No.
MGD
MGD
MGD
36
W00038099
2.664
0,888
0.353
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.306
0.659
0.229
* The Firm Capacity (design flow) 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, 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): Cape Fear Public Utility Authority
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Jeff Thebnp, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
the volume ofwastewater 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 addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signi rg Official gnature
Title of Signing Official
_— YL?
Da e
Page 2of6
FTSE 10-18

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112

3/24/2021
North Carolina Secretary of State Search Results
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an Amended a Annual Report form
Limited Liability Company
Legal Name
Riverwood Apartments, LLC
Information
Sosld: 2110603
Status: Current -Active O
Date Formed: 1/13/2021
Citizenship: Domestic
Annual. Report Due Date: April 15th
CurrentgnnuaL Report Status:
Registered Agent: Shoettelkotte, William W
Addresses
Mailing
1051 Military Cutoff Road, Suite 200
Wilmington, NC 28405
Reg Office
1051 Military Cutoff Road, Suite 200
Wilmington, NC 28405
Company Officials
Principal Office
1051 Military Cutoff Road, Suite 200
Wilmington, NC 28405
Reg Mailing
1051 Military Cutoff Road, Suite 200
Wilmington, NC 28405
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online_services/search/Business_Registration_Resulls 1/1