20201061 Ver 1_401 Application_20200818

CiAROLINA WETLAND .SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
To: Mr. Bryan Roden -Reynolds Date: August 18, 2020
U.S. Army Corps of Engineers, Charlotte Regulatory Field Office
8430 University Executive Park Drive
Charlotte, NC 28262
Mr. Alan Johnson
NCDWR, 401 & Buffer Permitting Unit
512 N. Salisbury St., 9th Floor
Raleigh, NC 27604
Subject: For Records Only - PCN Pursuant to Nationwide Permit No. 3
Rosemary/Sharon Hills (Amendment #1)
Charlotte, North Carolina
CWS Project No. 2020-0046
Dear Mr. Roden -Reynolds and Mr. Johnson,
The Rosemary/Sharon Hills (Amendment #1) site is an approximately 3,000-foot long, 30-foot wide
sewer corridor. The corridor begins just south of Gleneagles Road and extends north/northwest to
just north of Rosemary Lane in Charlotte, North Carolina (Figure 1, Attachment A). On behalf of
Charlotte Water, Gavel & Dorn Engineering, PLLC has subcontracted Carolina Wetland Services,
Inc. (CWS) to provide Section 404/401 permitting services for this project. An executed Agent
Authorization Form is attached (Attachment B).
On behalf of Charlotte Water, CWS is submitting a For Records Only - Pre -Construction
Notification (PCN) pursuant to Nationwide Permit No. 3 to the U.S. Army Corps of Engineers and
Water Quality Certification No. 4132 to the North Carolina Division of Environmental Quality
(NCDEQ) for proposed impacts to jurisdictional waters of the U.S. associated with sewerline
rehabilitation along an unnamed tributary to McMullen Creek.
This PCN includes a wetland delineation for the Rosemary/Sharon Hills (Amendment #1)
study area. No Jurisdictional Determination is requested at this time.

Rosemary/Sharon Hills (Amendment #1)
Pre -Construction Notification Pursuant to Nationwide Permit No. 3
August 18, 2020
CWS Project No. 2020-0046
ATTACHMENTS INCLUDED:
DESCRIPTION
Attachment A - Wetland Delineation Report
Attachment B - Agent Authorization Form
Attachment C - Proposed Impacts
Attachment D - Protected Species Assessment
Attachment E - SHPO Letter
Attachment F - Project Manual
Please do not hesitate to contact Aliisa Harjuniemi at 980-259-1222 or [e-mail] should
you have any questions or comments regarding this request.
Sincerely,
Megan Bollero, WPIT
Project Scientist
Aliisa Harjuniemi, PWS
Senior Project Manager
Page 2 of 2

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20201061
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Alan Johnson:eads\adjohnson1
Information for Initial Review
la. Name of project:
COURTESY COPY - Rosemary/Sharon Hills (Amendment #1
1a. Who is the Primary Contact?*
Aliisa Harjuniemi
1b. Primary Contact Email:*
[e-mail]
Date Submitted
8/18/2020
Nearest Body of Water
UT to McMullen Creek
Basin
Catawba
Water Classification
Class C
Site Coordinates
Latitude: Longitude:
35.120146-80.840163
A. Processing Information
County (or Counties) where the project is located:
Mecklenburg
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
Reviewing Office*
Mooresville Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
V
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
03 - Maintenance
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes f• No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
R Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Charlotte Water; POC: Irene Teshamulwa Okioga
2b. Deed book and page no.:
WA (Charlotte Water utility -line easement)
2c. Responsible party:
2d.Address
Street Address
5100 Brookshire Blvd
Address tine 2
city
Charlotte
Postal / Zip Code
28216
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rwince / Ifgion
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name:
Aliisa Harjuniemi
4b. Business Name:
Carolina Wetland Services, Inc
4c.Address
Street Address
550 E Westinghouse Blvd
Address Line 2
City
Charlotte
Fbstal / Zip Code
28273
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
B -Agent Authorization Form.pdf
State / Province / F bgion
NC
Country
USA
4e. Fax Number:
775.63KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Charlotte
2 Pro Project Identification
2a. Property Identification Number:
Charlotte Water utility -line easement
2c. Project Address
Street Address
Sharon Hills Road
Address tine 2
City
Charlotte
Postal / Zip Code
28210
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to McMullen Creek
3b. Water Resources Classification of nearest receiving water:*
Class C
3c. What river basin(s) is your project located in?*
Catawba
3d. Please provide the 12-digit HUC in which the project is located.
0305010301
4. Project Description and History
2b. Property size:
2 acres
State / Province / Fa;gion
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*

The Rosemary/Sharon Hills (Amendment #1) site is an approximately 3,000-foot long, 30-foot wide sewer corridor. The corridor begins just south of Gleneagles Road and extends
north/northwest to just north of Rosemary Lane in Charlotte, North Carolina (Figures 1 and 2, Attachment A).
The project area consists of undeveloped forested areas and maintained grassy areas. On -site elevations range from 580-620 feet above mean sea level (Figure 2). Land cover within
the project area consists of deciduous forest, mixed forest, herbaceous areas, and woody wetlands (Figure 3)
According to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of Mecklenburg County (Figure 4) and the NRCS
Published Soil Survey for Mecklenburg County (Figure 5), on -site soils consist of three different soil types. None of the on -site soils listed on the Web Soil Survey are listed as being
hydric or containing hydric inclusions.
A review of the NWI GIS layer depicts three riverine systems and two freshwater ponds throughout the project limits (Figure 6).
FEMA National Flood Hazard Layer was reviewed for the project area (FEMA Panels 3710454000K and 3710455000K). The Rosemary/Sharon Hills (Amendment #1) property is located
within the Area of Minimal Flood Hazard Zone (Figure 7).
On June 15, 2020, Carolina Wetland Services, Inc. (CWS) scientists, Megan Bollero, WPIT and Amie Hoy, WPrr, delineated on -site jurisdictional waters of the U.S., including wetlands.
Based on the results of this field investigation, there are six jurisdictional waters of the U.S. located within the project boundary totalling approximately 0.13 acre, including 672 linear feet
of jurisdictional stream channel (Figure 8). These waters consist of two jurisdictional wetlands (Wetlands AA and BB), three jurisdictional stream channels (Streams A-C), and one
jurisdictional freshwater pond (Pond A).
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Figure2_USGS.pdf
2.01 MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Figure5_HistoricSoils.pdf 2.1 MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.012 acre of wetlands, 0.02 acre of pond
4g. List the total estimated linear feet of all existing streams on the property:
61 If of intermittent stream, 611 If of perennial stream
4h. Explain the purpose of the proposed project:*
The purpose of this project is a rehabilitation of existing gravity sewer piping and manholes. The project manual is included as Attachment F.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Under Nationwide Permit (NWP) No. 3, proposed stream impacts associated with this sewer rehabilitation project are due to two temporary stream crossings required for access (S1 and
S2). Additionally, the project proposes clearing 0.002 acre of forested wetland for the temporary construction corridor associated with the sewerline rehabilitation.
The proposed impacts and construction plan details are included in the Attachment C. The proposed impacts are described in detail below.
Stream Impacts (S1 and S2):
Proposed stream impacts are temporary access roads. The proposed impacts are limited to 40 linear feet. The temporary crossing, dewatering system, and bank stabilization details are
included in Attachment C. All fill will be removed after construction and streams will be returned to the pre -disturbance contours. Stream banks will be stabilized utilizing matting, seeding,
and livestaking.
Wetland Impact (W1):
Proposed impact to jurisdictional wetlands total approximately 0.002 acre and is the result of temporary clearing and fill for construction.
All disturbed areas will be returned to original grade and seeded with a native seed mix within 90 days of completion of the project.
4j. Please upload project drawings for the proposed project.
C - Proposed Impacts.pdf 569.18KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes
r No
Comments:
Wetland Delineation Report is attached. No jurisdictional determination is requested at this time.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Carolina Wetland Services, Inc.
Other:
r Unknown
5d1. Jurisdictional determination upload

6. Future Project Plans
6a. Is this a phased project?*
r Yes R No
Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
The project will not result in additional development in foreseeable future.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries r Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2al Reason M 2b. Impact type * M 2c. Type of W.* 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*M area*
W1 Clearing for T Bottomland Hardwood Forest Wetland BB Yes Corps 0.002
construction (acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.002 0.000
2g. Total Wetland Impact
0.002
2h. Comments:
Proposed wetland impacts are a result of clearing of forested wetland for temporary construction easement.
3. Stream Impacts
F
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
Construction acce
S1
ss
Tem orar
p y
Fill
Stream B
Perennial
Cor s
p
6
Average (feet)
13
(linearfeet)
3Y
Construction access
Temporary
Fil-] l
Stream C
Perennial
Corps
7
Average (feet)
27
(li�
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
0 40
31. Total stream and ditch impacts:
40
3j. Comments:
Proposed temporary impacts are result of two construction access roads.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Impacts to on -site jurisdictional waters of the U.S. have been reduced to the mabmum eMent practicable. The project will be within the footprint of the
ebsting easement and will not propose installation of a new sewerline.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Best Management Practices (BMP's) will be implemented during construction to avoid further Impacts. The construction corridor within jurisdictional
waters of the U.S. will be limited to a ma>amum width of 30 feet.
The disturbed streams will be stabilized utilizing soft stabilization methods. Dewatering system will be utilized to install the temporary access crossings.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes 6 No

2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project does not propose permanent impacts.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
The project is not adjacent to protected riparian buffers.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
The project will not result change in the impervious surface.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r' Yes r No
Comments:*
The project will not require a preparation of NEPA/SEPA document
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r' Yes r No
3b. If you answered "no," provide a short narrative description.
The project will not result in additional development in foreseeable future.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
rYes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r- No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r' Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No

5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
Si. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
To determine which protected species are listed as occurring or potentially occurring within the project vicinity and prior to conducting the on -site field
investigation, CWS consulted the United States Fish and Wildlife Service's (USFWS) Endangered and Threatened Species and Species of Concern by
County for North Carolina online database for Mecklenburg County. In addition, CWS performed a data review using the North Carolina Natural
Heritage Program (NCNHP) Data Explorer to determine if any record occurrences of federally -listed, candidate, endangered, threatened species, or
critical habitat were located within the project limits and conducted field assessment within the study area. The results of the desktop review and
protected species assessment is included in Attachment D.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes
r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
hftps://www.habitat.noaa.gov/application/efhniapper/indexhtmi
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
A letter was forwarded to the North Carolina State Historic Preservation Office (SHPO) on March 23, 2020 to determine the presence of any areas of
architectural, historic, or archaeological significance that would be affected by the project. CWS also consulted the SHPO online GIS service a
Charlotte -Mecklenburg Historic Landmarks Commission's webpage and found no historical structures, buildings, sites, or districts within the project
limits. In their response letter dated May 1, 2020, the SHPO states that they are aware of no historic resources that would be affected by the project
and therefore have no comment on the project as proposed (Attachment E)
7c. Historic or Prehistoric Information Upload
E - Letter From SHPO.pdf
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes
r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Firm Nos 3710454000K and 3710455000K
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
1—Transmittal Letter.pdf
A - Wetland Delineation Report.pdf
D - Protected Species Assessment.pdf
152.94KB
115.77KB
3.01 MB
4.66MB
U
F - Project Manual_FOR REVIEW PURPOSES ONLY.pdf 8.44MB
Signature u
W By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Aliisa Harjuniemi
Signature

Date
8/18/2020

AGENT CERTIFICATION OF AUTHORIZATION
I, the undersigned, a duly authorized representative for the linear project identified herein, do
authorize representative of the Wilmington District, U.S. Army Corps of Engineers (Corps) to
enter upon the property, easement and/or right-of-way herein described for the purpose of
conducting on -site investigations and issuing a determination associated with Waters of the U.S.
subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899.
I, Ms. Irene "Tesha" Okigoa, representing Charlotte Water, hereby certify that I have authorized
Aliisa Harjuniemi of Carolina Wetland Services, Inc. to act on my behalf and take all actions
necessary to the processing, issuance, and acceptance of this request for wetlands
determination / permitting and any and all standard and special conditions attached.
We hereby certify that the above information submitted in this application is true and accurate to
the best of our knowledge.
Applicant's signature
8/12/2020
�, 4 �_ - /, P"; �,,
Agent's signature
Date Date
8.7.20
Completion of this form will allow the agent to sign
all future application correspondence.

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SCALE: DATE: FIGURE NO.
1 inch = 2,000 feet 6/16/2020 USGS Topographic Map
CWS PROJECT NO: DRAWN BY:
2020-0046 ALH Rosemary/Sharon Hills (Amendment #1)
COORDINATES: CHECKED BY: Cj A R O L I N A Mecklenburg County
35.120146,-80.840163 1 AVH WETLAND SERVICES Charlotte, North Carolina 2
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CWS PROJECT NO: DRAWN BY: of Mecklenburg County
2020-0046 ALH
Rosemary/Sharon Hills (Amendment #1)
COORDINATES: CHECKED BY: Cj A R O L I N A Mecklenburg County
35.120146,-80.840163 AVH WETLAND SERVICES Charlotte, North Carolina
5-
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Exhibit B
Exhibit C
Exhibit C
(Lower -Right Corner)
Legend
Streets
Project Area
A,
CHARLOTTE
� Mztic
GavelDomW T E R "- st EXHIBIT A
Engineering a�t�' to , i"�� VICINITY MAP

N42„
PARCEL ID
6548 8
MH-2415]5
6826 1 6600
6818 'H 15M 6610
6810 I 6700
21 6720 1 6710
6800 II t�
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6732 1 K,,...•.a•
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GM-20965 GM-2tt05
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• MH-241559
241220
6827
1
m
6819
6615 6601
6811
6701
6801
6743 6735
6727
2 6719 22 6711
I
6501
NOTES:
Construction Entrance
6549
1. THE CONSTRUCTION NOTES PROVIDED IN
1.
(CLT Land Development Standard 30.11C)
EXHIBIT D SHALLAPPLY TO THIS EXHIBIT.
•
MH-241208
— —
■e0�in�� PI
Legend
3 7040
6514
• Manholes for Rehab
I
• Manholes for Pipe Rehab
• Existing Manholes
i41195
6518
Continuation on Exhibit C
Existing Sanitary Sewer
Permanent Easement
\ \
— —Temporary Easement
\ �\
6422
$ sszs
Proposed Work
\ .....
6 6522 7 6526 12 6521
POINT REPAIR, INSTALL CIPP, REPLACE SERVICE LATERAL
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W TER
MCMULLEN CREEK TRIBUTARY AT QUAIL HOLLOW
Engineering uniract[irti, ins.
ROSEMARY &
SHARON HILLS REHABILITATION MAP (NORTH AREA)
Date: 7/28/2020

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MCMULLEN CREEK TRIBUTARY AT QUAIL HOLLOW
Engineering
uniract[irti, ins.
ROSEMARY & SHARON HILLS REHABILITATION MAP (SOUTH AREA)
Date: 7/28/2020

EXHIBIT D — CONSTRUCTION NOTES
Construction Notes:
1. Contractor shall protect against soil erosion into nearby streams, ditches, storm
drains, etc. at all times. Contractor shall provide erosion control measures as
necessary.
2. Areas within 10-feet from top of bank shall not be disturbed.
3. Contractor shall install temporary silt fence along entire easement in accordance
with CLT Land Development Standard 30.06A (Exhibit R). Silt fence shall be
installed no closer than 10-feet from top of bank.
4. Contractor shall install opening to temporary silt fence every 150-feet in
accordance with CLT Land Development Standard 30.06C (Exhibit S).
5. Contractor shall provide and remove temporary construction entrances where
shown on Exhibits B and C in accordance with CLT Land Development
Standard 30.11 C (Exhibit T).
6. Contractor shall install and remove temporary stream crossings (including all rip
rap) where shown on Exhibits B and C in accordance with CLT Land
Development Standard 30.14 (Exhibit U). Construction corridor is limited to
40-feet within the stream/wetland at the temporary stream crossings.
7. Contractor shall temporarily bypass pump the stream around the temporary
stream crossing during installation and removal of the crossing in accordance
with CLT Land Development Standard 30.22A (Exhibit V).
8. Contractor shall conform to the Streambank Restoration Standard Detail
(Exhibit W) at each temporary stream crossing after removing the crossing.
Seeding for the Streambank Restoration Standard Detail shall conform to the
Note 9 of this exhibit.
9. Seeding shall be applied to impacted and disturbed areas. Seeding shall include
the following soil amendment, mulch, seed mix, and maintenance.
Soil amendment: Follow the recommendations from soil tests or apply
2,000 lb/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch: Apply 4,000 lb/acre of straw. Anchor straw by tacking with jute netting.
Seed Mix: Seed with a mixture 10% broom sedge and 90% turf grass (no
fescue type grass shall be allowed).
Maintenance: Refertilize if growth is not fully adequate. Reseed, fertilize, and
mulch immediately following erosion or other damage.

/_ SURFACE FLOW DIVERSION
STREAM
CITY OF CHARLOTTE
Q& LAND DEVELOPMENT STANDARDS
CILMU TTE- INCLUDES CHARLOTTE ETJ
SURFACE FLOW DIVERSION
VASHED
fH
NOTES:
1. REMOVE THE STRUCTURE WHEN NO
LONGER NEEDED. (NOT TO EXCEED 1
YEAR).
2. AS A MINIMUM, DESIGN THE
STRUCTURE TO PASS 2 YEAR PEAK
FLOW WITHOUT OVERTOPPING.
3. ENSURE THAT DESIGN FLOW VELOCITY
AT THE OUTLET OF THE CROSSING
STRUCTURE IS NON -EROSIVE FOR THE
RECEIVING STREAM CHANNEL.
4. ADDITIONAL MEASURES MAY BE
REQUIRED BY THE EROSION CONTROL
COORDINATOR OR CITY ENGINEER
BASED ON SITE SPECIFIC CONDITIONS.
••BANK
. . . . . . . . . .
1/ METER OR 12*
WHICHEVER IS GREATER
RIP RAP
ENGINEER TO SIZE PIPE (SEE NOTE 2)
PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL
FOR EACH CROSSING.
TEMPORARY STREAM CROSSING
NOT TO SCALE
30.14 1 15

ENERGY DISSIPATION
IMPERVIOUS DIKE
DEWATERING DEVICE
NOTE:
ANCHOR ALL PUMPS AND PIPES SECURELY
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CtLUU(Yl'TE_ INCLUDES CHARLOTTE ETJ
FLOW
DISCHARGE HOSE
WORK AREA
BYPASS PUMPING
SUCTION HOSE
TOP OF BANK
NOT TO SCALE
30.22A115

GRASS (SEED, MULCH &
FERTILIZE) REMAINING
DISTURBED STREAM BANK
AREAS INCLUDING TOPS OF
BANK (UNDER COIR NET/MAT)
LIVE STAKE FOR FIRST 24"
ABOVE NORMAL WATER
SURFACE ELEVATION
EXTEND COIR FIBER
MAT 5' BEYOND
TOP OF BANK
.u, 4, `lG, 4f _4AA-11
III -III I
SEE NOTE 2
COIR FIBER NET/MAT
(SEE NOTE 1)
NORMAL WATER MIN. 24"
SURFACE ELEVATION
MIN. 12"
IL
— EXTEND COIR FIBER NET/MAT
12" BELOW NORMAL WATER
SURFACE ELEVATION
NOTES:
1. COIR FIBER MAT, ROLANKA BIOD-MAT 70, OR EQUAL WITH LIVE STAKING AS SHOWN IN 'DETAIL A' (SEE SHEET 2 OF 2). APPLY
SEED MIX PRIOR TO INSTALLATION OF MAT.
2. ANCHOR COIR FIBER MAT AS SHOWN IN 'DETAIL B' (SEE SHEET 2 OF 2).
3. UPON COMPLETION OF STREAM CROSSING WORK, CONTRACTOR SHALL BACKFILL AND MECHANICALLY TAMP (NO SPECIFIC
DENSITY) SOILS IN PLACE AND DRESS DISTURBED SURFACES.
4. BEGINNING AT A POINT 2' ABOVE WATER SURFACE ELEVATION, GRASS DISTURBED AREAS (SEED, FERTILIZER & STRAW MULCH)
STREAM BANK, TOP OF BANK AND DISTURBED AREAS UPLAND OF STREAM.
5. INSTALL COIR FIBER NET/MAT STARTING MINIMUM 12" BELOW WATER SURFACE ELEVATION AND EXTENDING MINIMUM 5'
BEYOND TOP OF BANK. MINIMUM SPECIFICATION FOR COIR FIBER NET/MAT AS FOLLOWS:
MIN. THICKNESS OF 0.30 INCHES
100% COCONUT FIBER AND WOVEN INTO TWINE
AVG. WEIGHT OF 20 OUNCES/SQ. YD.
6. COIR FIBER NET/MAT SHALL BE SECURELY HELD IN PLACE WITH USE OF WOODEN STAKED AND WIRE STAPLES (AS NEEDED).
7. INSTALL LIVE STAKES BEGINNING AT WATER SURFACE ELEVATION AND EXTENDING 2 VERTICAL FEET UP THE STREAM BANK.
J NTS CHARLOTTE WATER Gravel & Dorn Engineering, PLLC
DATE: 07/31/20 McMULLEN CREEK TRIBUTARY AT QUAIL HOLLOW 6730 Freedom Drive
CHKD/DRWN: ROSEMARY AND SHARON HILLS REHABILITATION Charlotte, NC 28214
MLH/JLD eel 704-919-1900
SHEET: SHEET 1 OF 2 STREAMBANK RESTORATION License No. P-0601
7/31/2020 11:41 AM S:\PROJECTS\CHARLOTTE WATER\MCMULLEN AT QUAIL HOLLOW\CURRENT DRAWINGS\REHAB STREAMBANK RESTO DETAILS.DWG

INSTALL COIR FIBER MAT OVER
SEED PER PLANTING SCHEDULE
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
4"-6" MAX.
oQ. j INSTALL SPLIT 2" X 4" X 30" DEAD
STOUT STAKES PER SPECIFICATION
o. OR STABLE PER MANUFACTURERS
Q REQUIREMENTS
d
7/EXIST. GRO.6ND :. .
30" LIVE CUTTING (DORMANT)
3" TYP.
NOTES:
1. LIVE STAKES SHALL BE 0.50"-1.5" IN DIAMETER AT THE TIME OF PLANTING.
2. LIVE STAKES SHALL BE BLACK WILLOW OR SPECIES SPECIFIED BY CONSULTANT.
3. LIVE STAKES SHALL BE SPACED 3' O.C.
4. LIVE STAKES SHALL BE PLANTED A MINIMUM OF 18" IN DEPTH WITH NO MORE
THAN 4"-6" OF STAKE EXPOSED.
EXISTING TOP OF BAN[
INSTALL SPLIT 2" X 4" X 30"
DEAD STOUT STAKES PER
SPECIFICATIONS OR STABLE
PER MANUFACTURERS
REQUIREMENTS
DETAIL A
LIVE STAKE
DETAIL B
HIGH PERFORMANCE TURF
REINFORCEMENT MAT
ANCHOR DETAIL
COIR FIBER TURF
REINFORCEMENT MAT
-11.NTS CHARLOTTE WATER Gravel & Dorn Engineering, PLLC
DATE: 07/31/20 McMULLEN CREEK TRIBUTARY AT QUAIL HOLLOW 6730 Freedom Drive
CHKD/DRWN: ROSEMARY AND SHARON HILLS REHABILITATION Charlotte, NC 28214
MLH/JLD eel 704-919-1900
SHEET: SHEET 2 OF 2 STREAMBANK RESTORATION License No. P-0601
7/31/2020 11:54 AM S:\PROJECTS\CHARLOTTE WATER\MCMULLEN AT QUAIL HOLLOW\CURRENT DRAWINGS\REHAB STREAMBANK RESTO DETAILS.DWG

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
May 1, 2020
Megan Bollero
Carolina Wetland Services Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
megan&cws-inc.net
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Install Rosemary/Sharon Hills sewer corridor, from just south of Gleneagles Road and extends
north/northwest to just north of Rosemary Lane, Charlotte, ER 20-0764
Dear Ms. Bollero,
Thank you for your email of March 23, 2020, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
environmental.reviewnncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
Ramona Bartos, Deputy
State Historic Preservation Officer
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599