WQ0040200_Application (FTSE)_20180807

c 1919 South Boulevard, Suite 200
=m Charlotte, North Carolina 28203
._Z M 704.905.0530 1 D 704.780.4972
BANKS [e-mail] I www.civilbanks.com
June 21, 2018
Re: SteelFab Force Main relocation—+/- 1,120 If of 6" DIP force main relocation
To whom it may concern,
SteelFab is in the process of re-grading their storage/laydown yard immediately west of the fabrication
facility to allow direct access to the storage yard(s). Currently, there is an elevated internal access drive
between these areas that will be lowered +/- 10 feet to create an at grade condition. Within this access
drive are several utilities (Power, Fiber optic&Sanitary Sewer force main)that are owned by outside
parties and will be relocated to allow for grading activities. Fiber optic line relocation was completed
last month and will be followed by sanitary sewer force main/overhead power lines.
Proposed +/- 1,120 If force main will be on a parallel route approximately 75-130 feet east of the current
location. Existing size and pipe material is 6" ductile iron and will be replaced in kind. Existing pump
station is owned by West Bloomfield Acres and serves a residential mobile home community. Tax parcel
ID for the pump station is 113-391-21 and 113-122-59 for the force main.
Included in this submittal are the following:
• Fast Track Application
• Stream classification
• Street map
• USGS Map
• NC Water classification map
• NC Secretary of State pump station ownership information
Sincerely,
Jay anks, PE
Banks Engineering, PLLC

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM:FTA 04-16&SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans,specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T.0300,Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted(do not require a permit from the Division)are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process(must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C.0100;
➢ Projects that do not meet any part of the minimum design criteria(MDC)document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank-effluent pumps(STEPS)or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems(e.g. force mains);
➢ Vacuum sewer systems.
General—When submitting an application,please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time,and may result in return of the application. Unless otherwise noted,the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter(Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type,number of homes served,flow allocation required,etc.
➢ If necessary for clarity,include attachments to the application form.
C. Application Fee(All New and Major Modification Application Packages):
® Submit a check or money order in the amount of$480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality(NCDEQ)
D. Fast Track(Form: FTA 04-16)Application(Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions,attachments to the application may be made.
® If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements,etc.
❑ The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional En ig neer.
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T.0106(b).
INSTRUCTIONS FOR FORM:FTA 04-16&SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form(Form: FTSE 04-16)(If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific FTSE.
F. Site Maps(All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project(gravity sewer,pump stations&force main)
➢ Downstream connection points and permit number(if known)for the receiving sewer
® Include a street level map(aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit(All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification(i.e.,permit description,flow allocation,treatment facility,etc.).
H. Power Reliability Plan(Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T.0305(h)(1),submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor,stating that"the portable power generation unit or portable,independently-powered pumping units,associated
appurtenances and personnel are available for distribution and operation of this pump 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.(Required at time of certification)
1. Certificate of Public Convenience and Necessity(All Application Packages for Privately-Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1)provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements(Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Propegy Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement(FORM: HOA).
❑ Per 15A NCAC 02T.0115(c), submit a copy of the Articles of Incorporation,Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement(FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM:FTA 04-16&SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section Swannanoa, North Carolina 28778 Clay, Graham, Haywood, Henderson, Jackson,
[phone] Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford, Swain, Transylvania,Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section Fayetteville, North Carolina 28301-5094 Montgomery, Moore, Robeson, Richmond,
[phone] Sampson, Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone] Stanly, Union
[phone] Fax
Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin,
Water Quality Section Raleigh, North Carolina 27699-1628 Granville, Halifax, Johnston, Lee, Nash,
[phone] Northampton, Orange, Person,Vance,Wake,
[phone] Fax Warren, Wilson
Washington Regional Office 943 Washington Square Mall Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section Washington, North Carolina 27889 Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone] Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax Perquimans, Pitt,Tyrrell, Washington,Wayne
Wilmington Regional Office 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section Wilmington, North Carolina 28405 Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office 450 W. Hanes Mill Road Alamance,Alleghany,Ashe, Caswell, Davidson,
Water Quality Section Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105 Stokes, Surry, Watauga, Wilkes,Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16& SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
DWR 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: (to be completed by Dwx)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: West Bloomfield Acres,LLC(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: Sam Misuraca per 15A NCAC 02T.0106(b)
Title: Manaizer
4. Applicant's mailing address: 821 West Eleven Mile Road
City:Royal Oak State:MI Zip:48067-
5. Applicant's contact information:
Phone number: [phone] Email Address: Sam a,oakrideemgt.com
II. PROJECT INFORMATION:
1. Project name: SteelFab Force Main relocation
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:Mecklenburg
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.2263' Longitude:-80.9809'
5. Parcel ID(if applicable): 113-391-21
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Jay Banks License Number: 28307
Firm:Banks Engineering
Mailing address: 1919 South Blvd. Suite 200
City:Charlotte State:NC Zip: 28203-
Phone number: [phone] Email Address:jbankskcivilbanks.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Irwin Creek WWTP Permit Number:0024945
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):WQ Downstream(Receiving)Sewer Size: 8 inch
System Wide Collection System Permit Number(s)(if applicable):WQCS
Owner Name(s): Charlotte Water(formerly CMUD)
FORM:FTA 04-16 Page 1 of 5

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))
4Is there a Pretreatment Program in effect? ❑Yes ❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ®No
➢ If Yes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,b No.of Units Flow
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 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.01141 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 Permit Number:
®Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other(Explain):
FORM:FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
➢ 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:West Bloomfiled Acres MHP
2. Approximate Coordinates(Decimal Degrees):Latitude: 35.2263' Longitude: -80.9809'
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 1120 DIP
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)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(g) ®Yes ❑No
➢ 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewers stems..
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 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 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(a)contains alternatives where separations in 02T.0305(D cannot be achieved.
)0- **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f)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 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.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.
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 reauest is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
1, Jay D. Banks, PE attest that this application for
(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%
-
SEAL =
27 _
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, SH n N)I S ti R4LA H A A- RX attest that this application for
(Signature Authority's name&title from Application Item I.3.)
)EST -C i U 6)0✓`i V—1 L �-; A(_ E', L L-C
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: Z
FORM:FTA 04-16 Page 5 of 5

Polaris 3G Map — Mecklenburg County, North Carolina
SteelFab Force Main reloc
Date Printed: 6/26/2018 11:16:46 PM
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This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds,plats,tax maps,surveys,
planimetric maps,and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary information sources
should be consulted for verification.Mecklenburg Count and its mapping contractors assume no legal responsibility for the information contained herein.

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State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
D`Mm of Wateir Resources Watershed Classification Attachment(WSCAS 01-15)
These instructions are to be used when completing form WSCAS for sewer extension projects.
Identifying stream classifications that are affected by the project is necessary:
• To determine/confirm the minimum separation distance of sewer system components from
classified waters as specified in 15A NCAC 2T.0305(f)
• To determine/confirm any applicable river basin rules that may affect sewer system components
If any portion of the sewer extension comes within 100 feet of any surface water (waterbody) or
wetland a completed form is required. Determine the names of surface waters within 100 feet of the
project or along the project route and utilize either of the below options to determine stream
classification:
Finding Stream Classifications(Map or List)
A map with designated streams and their associated classifications can be obtained at:
http://ncdenr.ma ps.arcgis.com/apps/webappviewer/index.html?id=6el25ad7628f494694e259c8Odd64265
• Find/select the waterbody and record the river basin(s), stream index number and classifications
applicable to the project on the form
or
A listing of stream classifications based on river basin can be obtained at:
http://portal.ncdenr.org/web/wq/ps/csu/classifications(see left hand side of webpage)
• Select the river basin(s) (hydrological or alphabetically sorted) where your project is located
• Locate the name of the identified waterbody on the list for the selected basin
• For multiple listings of the same waterbody name in the report, select and verify the location
description. The term "source" in the description means the beginning of the waterbody segment
(most upstream point)
• Record the river basin(s), stream index number and classification applicable to the project on the
form
Submittal Instructions
Label any unnamed tributaries as "UT to stream name" as the waterbody name on form per 15A NCAC 02B
.0301(i). See page 2 for additional notes on unnamed streams.
Submit a color copy of a USGS Topographic Map to identify the project area and surface waters. Each map or
maps must show the location of the sewer system and include location identifiers where the system traverses
over or near waterbodies. The map should have location ID's for each different waterbody and corresponding
classifications should be recorded.
"Note that these instructions do not need to be submitted"

Note on Unnamed Streams(15A NCAC 02B.0301(i))
Any stream which is not named in the schedule of stream classifications carries the same classification
as that assigned to the stream segment to which it is tributary except:
• unnamed streams specifically described in the schedule of classifications;
• unnamed freshwaters tributary to tidal saltwaters will be classified "C"; or
• after November 1, 1986, any newly created areas of tidal saltwater which are connected to Class
SA waters by approved dredging projects will be classified "SC" unless case-by-case
reclassification proceedings are conducted.
The following river basins have different policies for unnamed streams entering other states or for
specific areas of the basin:
HIWASSEE RIVER BASIN Streams entering Georgia or Tennessee shall be classified
"C Tr."
LITTLE TENN RIVER BASIN AND SAVANNAH RIVER Streams entering Georgia or Tennessee shall be classified
DRAINAGE AREA "C Tr." Such streams in the Savannah River drainage area
entering South Carolina shall be classified "B Tr."
FRENCH BROAD RIVER BASIN Streams entering Tennessee will be classified "B."
WATAUGA RIVER BASIN Streams entering the State of Tennessee are classified
11C
BROAD RIVER BASIN Streams entering South Carolina are classified "C."
NEW RIVER BASIN Streams entering the State of Tennessee are classified
11C
CATAWBA RIVER BASIN Streams entering South Carolina are classified "C."
YADKIN-PEE DEE RIVER BASIN Streams entering Virginia are classified "C," and such
streams entering South Carolina are classified "C."
LUMBER RIVER BASIN Streams entering South Carolina are classified "C Sw."
ROANOKE RIVER BASIN Streams entering Virginia are classified "C." Except that all
backwaters of John H. Kerr Reservoir and the North
Carolina portion of streams tributary thereto not
otherwise named or described shall carry the
classification "B," and all backwaters of Lake Gaston and
the North Carolina portion of streams tributary thereto
not otherwise named or described shall carry the
classification "C and B."
CHOWAN RIVER BASIN Streams entering Virginia are classified "C."
TAR-PAMLICO RIVER BASIN All drainage canals not noted in the schedule are
classified "C Sw," except the main drainage canals to
Pamlico Sound and its bays which shall be classified "SC."
PASQUOTANK RIVER BASIN All drainage canals not noted in the schedule are
classified "C."
"Note that these instructions do not need to be submitted"

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
I fvhi*n of Waber Resaurcts Watershed Classification Attachment(WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and
waterbodies. Each map or maps must show the location of the sewer system and include location identifiers
where the system traverses over or near waterbodies. The map should have location ID's for each different
waterbody and corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained
from: http://portal.ncdenr.org/web/wq/home/ro
Location ID Name of Waterbody' River Waterbody Waterbody
Basin Index No. Classification
A Catawba River(Lake Wylie) Catawba 11-(123.5) WS-V, B
If unnamed, indicate"unnamed tributary to X",where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of O� N%I I I I I I l
North Carolina that I have diligently followed the Division's ti��`'e[lk
instructions for classifying waterbodies and that the above
S�
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief SEAL
-
PE Seal, Signature and Date 10 2&307
�++!lIIIl551���

NC Surface Water Classification
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Catawba River
River Basin:Catawba
Index:11-(123.5)
Class:WS-V,B n
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6/26/2018 11:26:30 PM 1:18,056
Surface Water Classifications o 0.17 0.35 0.7 mi
River Basins 0 0.28 0.55 1.1 km
CAT
Sources:Esri,HERE,Garmin,Intermap,increment P Corp.,GEBCO,
USGS,FAO,NPS,NRCAN,GeoBase,IGN,Kadaster NL,Ordnance
Survey, Esri Japan, METI, Esri China(Hong Kong),swisstopo,
OpenStreetMap contributors,and the GIs User Community
NCDENR Div.Water Resources
City Of Charlotte,NC,County of Gaston,State of North Carolina DOT,Esri,HERE,Garmin,INCREMENT P,USGS,METI/NASA,EPA,USDA I NCDENR-Division of Water Resources I

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
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Pre-Populated Annual Report form
Limited Liability Company
Legal Name
West Bloomfield Acres, L.L.C.
Information
SosIds 0751854
Status: Current-Active
Annual Report Status Current
Citizenships Foreign
Date Formed; 11/10/2004
Fiscal Months December
State of Incorporations
MI
Registered Agent: Faron, Deborah
Addresses
Reg Office Reg Mailing Mailing
3714 Walkers Cove Trail 3714 Walkers Cove Trail 821 W 11 Mile Rd
Charlotte, NC 28214-3441 Charlotte, NC 28214-3441 Royal Oak, MI 48067-2447
Principal Office
821 W 11 Mile Rd
Royal Oak, MI 48067-2447
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.

Manager
Sam Misuraca
821 W Eleven Mile Rd
Royal Oak MI 48067