20210038 Ver 1_ePCN Application_20210218

CiAROLINA WETLAND .SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
To: Mr. Bryan Roden -Reynolds
Charlotte Regulatory Office Date: February 16, 2021
U.S. Army Corps of Engineers
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: Pre -Construction Notification Pursuant to Nationwide Permit Nos. 12 & 13
McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement
Charlotte, NC
CWS Project No. 2019-0062
Dear Mr. Roden -Reynolds and Mr. Johnson,
The McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement project limits consist
of an approximately 50-foot wide, 4,700-foot long sewer corridor. The corridor is located just south
of Baltusrol Lane and extends to the west-southwest to Smithfield Road. There is an additional
section that extends north adjacent to Sun Mist Lane and ends at Winged Bourne Road. A small
portion of the project extends along Gleneagles Road from just west of Seminole Court to just east
of Ballantyne Court in Charlotte, North Carolina (Figure 1, Attachment A). On behalf of Charlotte
Water, Gavel and 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 Pre -Construction Notification (PCN) pursuant to
Nationwide Permit Nos. 12 & 13 to the U.S. Army Corps of Engineers and Water Quality
Certification Nos . 4133 and 4134 to the North Carolina Division of Environmental Quality (NCDEQ)
for proposed impacts to jurisdictional waters of the U.S. associated with the sewer line replacement
along the tributary to McMullen Creek.
Charlotte Water proposes purchasing the required compensatory mitigation credits from City of
Charlotte Umbrella Stream and Wetland Mitigation Bank. The credit reservation letter is included
in Attachment H.
A copy of the PCN application is being provided to the North Carolina Division of Environmental
Quality (NCDEQ) with an online payment of $570 for the 401 Water Quality Certification approval
fee.

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement
Pre -Construction Notification Pursuant to Nationwide Permit Nos. 12 & 13
February 16, 2021
CWS Project No. 2019-0062
ATTACHMENTS INCLUDED:
DESCRIPTION
Attachment A - Figures
1: Vicinity Map
2: USGS Topographic Map
3: Aerial Imagery
4: USDA-NRCS Web Soil Survey of Mecklenburg County
5: USDA-NRCS Published Soil Survey of Mecklenburg County
6: National Wetlands Inventory
7: FEMA National Flood Hazard Map
B-BC: Jurisdictional Boundaries
Attachment B - Agent Authorization Form
Attachment C - Preliminary Jurisdictional Determination (SAW-2021-00109)
Attachment D - Impact Figures
Attachment E - Photopage (Photographs 1-10)
Attachment F - Protected Species Habitat Assessment
Attachment G - SHPO Letter
Attachment H - Mitigation Credit Reservation Letter
Please do not hesitate to contact Megan Bollero at 757-576-6433 or [e-mail] should
you have any questions or comments regarding this request.
Sincerely,
�/( C '. &&-,.
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
October 26, 2020 Ver 3.3
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
20210038
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Mooresville Regional Office - [phone]
Information for Initial Review
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Alan Johnson:eads\adjohnson1
1a. Name of project:
McMullen Creek Tributary at Quail Follow Sanitary Sewer Replacement
1a. Who is the Primary Contact?*
Megan Bollero
1b. Primary Contact Email:* 1c. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
2/18/2021
Nearest Body of Water
McMullen Creek
Basin
Catawba
Water Classification
Class C
Site Coordinates
Latitude: Longitude:
35.109905-80.84107
Pre -Filing Meeting Information
ID# Version
20210038 1
Pre -fling Meeting or Request Date*
1/5/2021
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf 52.92KB
A. Processing Information C^U
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:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
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: 12 - Utility Lines
Nationwide Permit (NWP) Number: 13 - Bank Stabilization
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
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - Egress
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
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
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
Attachment H-Mitigation Credit Reservation Letter.pdf
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?
P 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 Okioga
2b. Deed book and page no.:
WA (Charlotte Water utility -line easement)
2c. Responsible party:
88.72KB
*
r Yes r No
r Yes r No
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]
4. Agent/Consultant (if applicable)
4a. Name:
Megan Bollero
4b. Business Name:
Carolina Wetland Services, Inc.
4c.Address
Street Address
550 E Westinghouse Blvd
Address tine 2
City
Charlotte
Postal / Zip Code
28273
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Attachment B-Agent Authorization Form.pdf
State / Rovince / Rion
NC
Country
USA
2f. Fax Number:
Slate / province / Region
NC
Country
USA
4e. Fax Number:
79.1 KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Charlotte
2 Project Identification
2a. Property Identification Number:
2b. Property size:
Multiple
15
2c. Project Address
Street Address
Gleneagles Rd
Address tine 2
City
State / Province / legion
Charlotte
NC
Postal / Zip Code
Country
28210
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
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.
030501030106
4. Project Description and History
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 McMullen Creek Tributary at Quail Follow Sanitary Sewer Replacement site is an approximately 4,700-foot long, 50-foot vide sewer corridor. The corridor is located just south of
Baltusrol Lane and extends to the vest-southvest to Smithfield Church Road, with a section that extends north adjacent to Sun Mist Lane and ends at Winged Bourne Road. A small
portion of the project extends along Gleneagles Road from just west of Seminole Court to just east of Ballantyne Court in Charlotte, North Carolina (Figures 1 and 2, Attachment A).
The project area consists of undeveloped forest, open grassy areas, and a sewer line Right -of -Way. On -site elevations range from 550-590 feet above mean sea level (Figure 2). Land
cover within the project area consists of deciduous forest, mixed forest, herbaceous areas, emergent wetlands, woody wetlands, and a sewer line Right -of -Way (Figure 3). The
surrounding land use consists of undeveloped forested areas, single family housing developments, and a golf course.
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 five soil
types. Of these soils, Monacan loam (MO) is listed on the Web Soil Survey as containing hydric inclusions.
A review of the NWI GIS layer depicts three riverine systems and a freshwater pond within the project limits (Figure 6)
FEMA National Flood Hazard Layer was reviewed for the project area (FEMA Panels 3710454000K, 3710455000K, 3710444900K, and 3710445900K). McMullen Creek Tributary at
Quail Hollow Sanitary Sewer Replacement project is located within the 1 % Annual Chance Flood Hazard Zone, and Area of Minimal Flood Hazard Zone, with the majority of the central
and eastern portions of the project located in the Regulatory Floodway Zone (Figure 7).
Based on the results of wetland delineation performed by Carolina Wetland Services, there are eight jurisdictional waters of the U.S. located within the project boundary. These waters
consist of two jurisdictional wetlands (Wetlands AA and BB), five jurisdictional stream channels (Streams A-E), and one jurisdictional pond (Pond A) (Figures 8-8C).
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_Topo.pdf
2MB
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_Historic.pdf 2.53MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.09 acre wetland; 0.08 acre pond
4g. List the total estimated linear feet of all existing streams on the property:
40 If intermittent, 1,352 perennial
4h. Explain the purpose of the proposed project:*
The McMullen Creek Tributary at Quail Follow Sewer Replacement project involves installing a new sewer line running along McMullen Creek and an unnamed tributary to McMullen
Creek. The proposed sewer line will be replacing an eAsting sewer line. This project will provide for future wastewater needs in the City of Charlotte.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*

Under Nationwide Permit (NWP) Nos. 12 and 13, proposed stream impacts associated with this sewer line construction project are due to four stream crossings (S2, S3, S5, S6, and S8-
S10). All four stream crossings Will be temporary. Additionally, the project proposes one wetland crossing, resulting in permanent wetland impacts (W1), one pond disturbance, resulting
in temporary open water impacts (01 and 02), and a stream bank restoration resulting in permanent impacts (S1, S4, and S7) .
The proposed impacts and construction plan details are included in the Attachment D. The proposed impacts are described in detail below.
Stream Impacts (S1-S10)
The tributary to McMullen Creek (Stream D) is highly incised and is beginning to erode into the existing sewer line. Therefore, Charlotte Water is proposing to perform a total of 1,136
linear feet of permanent impacts in the form of stream bank restoration using multiple techniques including boulder toe, wood toe, and livestake plantings (Details 2-13 and 2-C, Sheet
20, and Sheet 21, Attachment D). No rip rap will be used as part of the stream bank restoration of Stream D. Charlotte Water is also proposing to perform a stream bank restoration
along Stream E, which is a perennial tributary that flows into Stream D. The restoration of Stream E will be completed using rip rap, and result in 150 linear feet of permanent impacts
(Sheet 21, Attachment D).
All stream sewer line crossings will be constructed via open trench. The temporary impacts were calculated based on the width of the construction corridor and will include the temporary
dewatering devices required in order to construct the sewer line in the dry, temporary stream crossings, sewer line installation, and bank stabilization. Proposed temporary stream
impacts total 130 linear feet. Permanent stream impacts associated with the open cut sewer crossings total 20 linear feet, and will not result in any permanent loss of waters.
There is a proposed permanent stream crossing that will be constructed using an 18" high density polyethylene pipe (HDPE) ( Detail 4A, Sheet 22, Attachment D). At this crossing,
erosion and runoff has created a small stream channel that is eroding into the existing sewer line. The culvert will be installed to stop the erosion and allowfor the water to continue to
flow, as well as provide a crossing for maintenance and construction vehicles. The culvert will result in 28 linear feet of permanent fill and on the downstream side there will be a 12
linear foot rip rap apron. Total permanent impacts associated with the permanent crossing are 40 linear feet, but will only result in 28 linear feet of permanent water loss.
All areas disturbed by the work shall be re -graded to leave the area in a smooth condition, sloped for drainage and stabilized. All impacted stream banks shall be permanently stabilized
with rip rap belowthe ordinary high water mark and seeding and mulch with woven coir net above the ordinary high water mark. The limits of rip rap stabilization will be limited to 10
linear feet along stream banks per crossing, totaling 20 linear feet for the entire project. Riprap will be keyed at the level of existing grade (Sheet 21, Attachment D). The project is
located within urban watershed, therefore rip rap below the ordinary high water mark is required to protect the installed utility crossing. The proposed utility crossings will not result in
any permanent loss of waters of the U.S.
Due to site constraints, the limits of disturbance are closer than ten feet of the top of the bank along the tributary to McMullen Creek in one area. On sheet 4, the limits of disturbance
are bound by the existing gas line that also runs parallel to the tributary. The limits of disturbance are also wide in this location since stream bank restoration is being performed.
Therefore, Charlotte Water is requesting a waiver for the Water Quality Certification #4133 Activity Specific Condition No.2. Contractor is to take special care not to disturb the stream at
these locations.
Charlotte Water will also be requesting a waiver for the Water Quality Certification #4133 Activity Condition No. 4 due to constraints associated with sewer main construction and
construction access. The construction techniques being used including, coffer dams, excavation, and temporary bridgemat stream crossings require a larger temporary construction
corridor in order to safely and effectively perform the work.
Wetland Impact (W1)
Proposed impacts to jurisdictional wetlands total approximately 0.03 acre. The proposed permanent wetland impact is the result of a permanently maintained easement through forested
wetland, where forested wetland will be mechanically cleared and permanently converted to maintained herbaceous wetland.
All disturbed areas will be returned to original grade and seeded with a native seed mix within 90 days of completion of the project. Planting of canopy and shrub species is not
proposed. The undisturbed canopy and shrub species abutting the project corridor will naturally reseed the non -maintained portions of the corridor and will provide an assortment of
existing and diverse native vegetation that matches the abutting species.
Open Water Impacts (01 and 02)
Proposed impacts to the jurisdictional pond total approximately 0.08 acre. The existing sanitary sewer is within 10 feet of the pond and is poor condition, and therefore needs replaced.
The new sewer will be placed further away from the pond. To protect the excavation from flooding during construction, a coffer dam will be installed Within the pond and the area behind
the dam will be dewatered. To install the coffer dam, dredging will be required in the areas where vegetation and sediment has accumulated. The dewatering from the coffer dam and
the dredging Will only result in temporary impacts.
4j. Please upload project drawings for the proposed project.
Attachment D-Impact Figures.pdf 28.53MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes
Comments:
r No
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:
SAW-2021-00109
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Carolina Wetland Services
Other:
O Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
A Preliminary Jurisdictional Determination was submitted on January 14, 2021. The PJD was issued by the USACE on January 25, 2021 (SAW-2021-00109).
5d1. Jurisdictional determination upload
Attachment C-PJD SAW-2021-00109.pdf
3.99MB
6. Future Project Plans

6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
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
W Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason (?) 2b. Impact type * M 2c. Type of W.* 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
t
U[ility easement L
Bottomland Hardwood Forest and AA Yes Corps ]0.030
(acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.000 0.030
2g. Total Wetland Impact
0.030
2h. Comments:
Permanent wetland impacts are the result of converting forested wetland to herbaceous for the utility -line maintenance easement.
3. Stream Impacts
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*
S1
Stream bank restoration
Permanent
Bank Stabilization J
Stream D
Perennial
Corps
P
12
1,008
Average (feet)
(lir�rfeet)
S2
Construction easement
Tem orar
P Y
Fill
Stream E
Perennial
Corps
P
5
30
Average (feet)
(lir�rfeet)
S3
Ri ra
P P
Permanent
Bank Stabilization
Stream E
Perennial
Corps
P
5
10
gverage (feet)
(lir�rfeet)
Stream bank restoration
Permanent
Bank Stabilization J
Stream E
Perennial
Corps
150
Average (feet)
(lirearfeet)
S5
Construction easement
Tem orar
P Y
Fill
Stream D
Perennial
Corps
12
40
Average (feet)
(linearfeet)
S6
Rip rap
P P
Permanent
Bank Stabilization
Stream D
Perennial
Corps
P
12
10
Average (feet)
(lir�rfeel)
S7
Stream bank restoration
Permanent
Bank Stabilization
Stream D
Perennial
Corps
P
12
128
Average (feet)
(lir�rfeel)
S6
Culvert
Permanent
Culvert
Stream C
Intermittent
Corps
P
6
28
Average (feet)
(lir�rfeel)
S9
Ri ra
P P
Permanent
Fill
Stream C
Intermittent
Corps
P
6
12
Average (feet)
(linearfeet)
M
Construction easement
Temporary
Fill
Stream B
Perennial
Corps
6
60
Average (feet)
(lir�rfeet)
31. Total jurisdictional ditch impact in square feet
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
1,346 130
31. Total stream and ditch impacts:
469
3j. Comments:
Temporary stream impacts are the result of open cut sewer crossings, bridgemat crossings, and dewatering devices. Permanent impacts are the result
of stream bank restoration, bank stabilization along the sewer crossings, and one permanent stream crossing via a culvert. 28 If loss of waters.
4.Open Water Impacts

4a. Site # 4af. Impact Reason 4b. Impact type 4c. Name of waterbody 4d. Activity type 4e. Wate rbody type 4f. Impact area
01
Coffer damn
T
Pond A
Dewatering
Pond
OF06
02
Dredge
T
Pond A
Dredging
_11
Pond
0.02
4g. Total temporary open water Impacts: 4g. Total permanent open water impacts:
0.08 0.00
4g. Total open water impacts:
0.08
4h. Comments:
E. Impact Justification and Mitigation C^U
1. Avoidance and Minimization
la. 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 maximum extent practicable. The McMullen Creek Tributary at Quail
Follow Sewer Replacement project has been designed to avoid impacts to jurisdictional waters wherever possible and minimize the extent of necessary
impacts to jurisdictional waters. The following paragraph outlines the alternatives analysis and avoidance and minimization efforts undertaken during
the planning and design phase of this project.
The project proposes only one permanent crossing that is required for maintenance and construction vehicles to access the easement.
The proposed stream crossings are perpendicular or near perpendicular.
The 1,136 linear feet of stream bank restoration along the tributary to McMullen Creek (Stream D) Will not use any rip rap.
Trenchless boring under the creek was considered, but this carries the risk of "blow out" of the stream bed where bore pressures exceed the capacity
of the stream bed. Therefore, boring the proposed stream crossings would greatly increase the safety risk to persons and property during
construction, as well as the potential environmental impacts as compared with a more controlled open trench installation. Therefore, the trenchless
boring option was abandoned from further consideration.
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 permanently maintained portion of the right-
of-way (R/W) corridor within wetland areas will be minimized and will not exceed 20 feet. Proper sediment and erosion control measures will be used to
minimize disturbances to downstream waters. Anti -seep collars will be installed at the downstream wetland boundary and every 150 feet up the
gradient until the relief sewer exits the wetland. All channel work will be constructed in the dry in accordance with Water Quality Certification Nos. 4133
and 4134.
Timber mats will be utilized within wetlands to prevent rutting and all impacted areas will be returned to their pre -impact grades.
All impacted stream banks shall be permanently stabilized with rip rap belowthe ordinary high water mark and seeding and mulch with woven coir net
above the ordinary high water mark. The limits of rip rap stabilization will be limited to 10 linear feet along stream banks per crossing. Riprap will be
keyed at the level of existing grade.
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 r No
2c. If yes, mitigation is required by (check all that apply):
r DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
W Mitigation bank r Payment to in -lieu fee r Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
City of Charlotte Umbrella Stream and Wetland Mitigation Bank
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.03
Stream 40
Attach Receipt and/or letter
Attachment FFMitigation Credit Reservation Letter.pdf
88.72KB
3c. Comments

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:
This 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:
There will be no significant change in impervious surface.
G. Supplementary Information
1. Environmental Documentation
la. 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 (NEPAISEPA)? *
r Yes r No
Comments:*
This project will not require preparation of a SEPA/NEPA environmental document.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .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.
This project will not result in cumulative impacts in the foreseeable future.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r No r 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 anytrees 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
51. 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
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
Blasting memo - Google Docs.pdf
27.2KB
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 a habitat assessment Within the study area. The results of the desktop review and
habitat assessment are included in the Protected Species Habitat Assessment report (Attachment F).
Consultation Documentation Upload
Attachment F-PETS.pdf 12.55MB
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?*
https://ww v.fisheries.noaa.gov/resource/map/essential-fish-habitat-mapper
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 February 8, 2021 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 services and
found no historical structures, buildings, sites, or districts within the project limits. A response letter from SHPO has not yet been received.
7c. Historic or Prehistoric Information Upload
Attachment G-SHPO Letter.pdf 5.24MB
8. Flood Zone Designation (Corps Requirement)
Sa. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
The project will not result in above ground fill.
8c. What source(s) did you use to make the floodplain determination?*
FEMA Firm Nos. 3710454000K, 3710455000K, 6710444900K, and 3710445900K
Miscellaneous u
Comments
Miscellaneous attachments not previously requested.
Transmittal Letter - Google Docs.pdf 126.64KB
Attachment E-Photopage.pdf 2.19MB
Signature
W By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• 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.
u
Full Name:
Megan Bollero

Signature
Date
2/18/2021

U.S. Army Corps of Engineers — Wilmington District - Regulatory Division
AGENT AUTHORIZATION
I. PROJECT/SITE INFORMATION
Site Name: McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement
Property Identification Number(s): Sewer corridor encompassing multiple Mecklenburg County Tax Parcels
I, the undersigned, Irene Okioga ,hereby authorize Megan Bollero , to act on
my behalf in all manners relating to all dealings with the U.S. Army Corps of Engineers regarding the project and
properties listed above, including taking all necessary actions for the application, processing, issuance, and/or
acceptance of a Clean Water Act and/or Rivers and Rivers Act delineations, determinations, and/or permits. Any
and all acts carried out by Megan Bollero on my behalf as it relates to this project and properties
shall have the same effect as acts of my own.
,4"�
Signature
Date
1 /7/2021
Principal Purpose: The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project area
subject to federal jurisdiction under the regulatory authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made
available as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in the approved
jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USACE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the request for ajurisdictional determination cannot be evaluated nor
can a jurisdictional determination be issued.
January 2020

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FIGURE NO.
CWS PROJECT NO:
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121
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REFERENCE: USDA-NRCS PUBLISHED SOIL SURVEY OF MECKLENBURG COUNTY, INC, SHEETS 7AND 12, DATED 1980.
SCALE: 1 inch = 2,000 feet DATE. 1/14/2021 USDA-NRCS Published Soil Survey FIGURE NO.
CWS PROJECT NO: DRAWN BY: of Mecklenburg County
2019-0062 ALH McMullen Creek Tributary at
COORDINATES: CHECKED BY: CAR ❑ L I N A Quail Hollow Sanitary Sewer Replacement
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Charlotte, North Carolina 5
G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\, MArcGIS\Figure5_Historic.rrad

APPLICATION FOR NON -DISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE WATER
PROJECT NAME PROPOSED 811, 12" AND 16" SANITARY SEWER TO SERVE CREEK BASIN
MCMULLEN CREEK TRIBUTARY AT QUAIL HOLLOW
CLTWater PROJECT NO.:
PROJECTTYPE: ❑NEW CONSTRUCTION XRELOCATION ❑MODIFICATION OF PERMIT NO
OTHER
VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: _
ON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD X
*
* GALLONS PER DAY BASED
HOUSEHOLDS OR
135 GAL/DAY/MULTI-FAMILY UNIT X * UNITS OR IS BASED ON :
WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:
❑ McALPINE CR. (NC0024970) ❑ IRWIN CR. (NC0024945) ❑ McDOWELL CR. (NC0036277)
❑ SUGAR CR. (NC0024937) ❑ MALLARD CR. (NC0030210) ❑ ROCKY CR. (NC0036269)
NATURE OF WASTEWATER 100 % DOMESTIC % INDUSTRIAL
% COMMERCIAL -% OTHER
ORIGIN OF WASTEWATER ❑ SUBDIVISION
❑ SCHOOL
❑ APARTMENTS/CONDO'S
❑ COMMERCIAL
❑ INDUSTRIAL
❑ OTHER
LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
NONE
IF WASTEWATER IS NON -DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT:
N/A
IF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? ❑YES ❑ NO
HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? X YES ❑ NO
PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 33 INCH
HAS ENGINEER DETERMINED THAT NC DEM AND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THIS
PROJECT? X YES ❑ NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
CHARLOTTE WATER
5100 BROOKSHIRE BOULEVARD
CHARLOTTE, NORTH CAROLINA 28216
TELEPHONE [phone]
PROFESSIONAL ENGINEER'S CERTIFICATION:
I, JASONDORN , ATTESTTHATTHIS APPLICATION FOR MCMULLEN CREEK TRIBUTARY AT
QUAIL HOLLOW HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE 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. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, 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.
NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE:
CLTWater PERMIT NO.
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED BY:
ISSUED
KERI B. CANTRELL, PhD, P.E., CHIEF ENGINEER
DESIGN COMPANY: Gavel & Dorn Engineering, PLLC
PLANS PREPARED BY: JASON DORN, P.E
ADDRESS: 6730 FREEDOM DRIVE, CHARLOTTE, NC 28214
PHONE: [phone]
DATE DESIGN COMPLETED: -
SURVEY COMPANY: LANDTEC
SURVEYED BY: ED GODSEY, PLS
ADDRESS: 11657 ROZZELLES FERRY RD
PHONE: [phone]
DATE SURVEY COMPLETED: -
DEVELOPER: N/A
ADDRESS: -
PHONE: -
CONTRACTOR: - ATLANTIC COAST CONTRACTORS, INC
INDEX OF SHEETS
SHEET N0. 1 COVER SHEET
CHARLOTTE PRELIMINARY PLANS SHEET NO.2 NOTES (1)
— SHEET NO. 3 NOTES (2)
NOT FOR CONSTRUCTION SHEET NO.4 EROSION CONTROL (1)
SHEET NO. 5 EROSION CONTROL (2)
SHEET NO. 6 EROSION CONTROL (3)
=rEFZ
SHEET N0. 7 EROSION CONTROL (4)
SHEET N0. 8 PLAN &PROFILE - STA 0+00 - 10+00
SHEET NO. 9 PLAN &PROFILE - STA 10+00 - 20+00
SHEET N0. 10 PLAN &PROFILE - STA 20+00 - 30+00
SHEET NO. 11 PLAN &PROFILE - STA 30+00 - 40+00
SHEET NO. 12 PLAN &PROFILE - STA 40+00 -END
& LATERAL REROUTE
SHEET NO. 13 PLAN&PROFILE- GLENEAGLES -STA
CHARLOTTE, NORTH CAROLINA 0+00-END
SHEET NO. 14 MCMULLEN CREEK RELAY -STA 0+00
-END
SHEET NO. 15 PIPELINE REHABILITATION PLAN (1)
�`I � T ���(-1 U"�'REEK
TRIBUTARY
AT
SHEET NO. 16 PIPELINE REHABILITATION PLAN (2)
�II IIfi SHEET N0. 17 PIPELINE REHABILITATION PLAN (3)
OJ 'lJ�J1 SHEET NO. 18 PIPELINE REHABILITATION PLAN (4)
SHEET N0. 19 DETAILS (1)
QUAIL Hu'&�LLUe�W "R E P LU EE N T SEWER SHEET NO. 201 DETAILS (3)
SHEET N0. 22 DETAILS (4)
JANUARY 2021
W14@6I'IIIimk'f)F.1�
NOT TO SCALE
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
LIMITS OF DISTURBED AREA IS EXTENTS OF
EDGE OF PAVEMENT TO TEMPORARY
CONSTRUCTION EASEMENT AND/OR
RIGHT-OF-WAY UNLESS OTHERWISE NOTED
TOTAL DISTURBED AREA = 11.6 ACRES
CHARLOTTE WATER CONTACT:
TESHA OKIOGA
PHONE: [phone]
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
APPROVAL SEAL
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE I LENGTH II SIZE I LENGTH
8" 226 LF
12" 1,356 LF
16" 2,959 LF
TOTAL NO. OF MANHOLES: 14
TOTAL NO. LOTS SERVED:
PROJECT NAME: MCMULLEN CREEK TRIBUTARY AT
QUAIL HOLLOW - REPLACEMENT SEWER
INSPECTOR: -
INSIDE CHARLOTTE: ayES ( ) NO:
TOPO NO: -
No, I Date I By
Revision
JOB NO: 2019000745 FILE NO:
DATE OF ACTIVATION:
DATE AS B U I LT: BY:
A CITY OF CHARLOTTE DEPARTMENT

GENERAL NOTES
1. THESE GENERAL NOTES ARE INTENDED TO DIRECT THE CONTRACTOR TO CERTAIN
KEY ASPECTS OF THIS PROJECT. DETAILED INFORMATION CONCERNING THE SCOPE
OF WORK, CONSTRUCTION SEQUENCE, TECHNICAL SPECIFICATIONS, AND OTHER
MATTERS ARE CONTAINED IN THE PROJECT MANUAL.
2. CONSTRUCTION DRAWINGS DEPICT COMBINATION OF GROUND SURVEY
INFORMATION, & AVAILABLE GIS INFORMATION. GROUND SURVEY HAS BEEN
COMPLETED WHERE IT WAS DEEMED TO BE NECESSARY FOR DESIGN OF THE
PROJECT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY
BETWEEN THE GROUND SURVEY, SUBSURFACE CONDITIONS, AND ACTUAL FIELD
CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL SUBSURFACE
UTILITIES. CHANGES OR DEVIATIONS FROM THE CONFIGURATION, CONNECTIVITY,
DIMENSIONS, DEPTHS, AND OTHER INFORMATION PERTINENTTO THE SANITARY
SEWERS IN THE PROJECT AREA WILL BE REPORTED TO THE ENGINEER, AND
RECORDED BY THE CONTRACTOR IN THE RECORD DRAWINGS THAT ARE REQUIRED
AS PART OF THIS CONTRACT.
3. THE MOST RECENT EDITION OF THE THE CITY OF CHARLOTTE TECHNICAL
SPECIFICATIONS AND DETAIL DRAWINGS FOR WATER LINE AND SANITARY SEWER
LINE CONSTRUCTION WILL GOVERN ALL WATER AND SANITARY SEWER
CONSTRUCTION.
LEGEND
BUILDING
CURB & GUTTER
EDGE OF ROADWAY
EXISTING FIRE HYDRANT
EXISTING IRON PIN
EXISTING WATER VALVE
EXISTING WATER MAIN
EXISTING q SANITARY SEWER
EXIST. SAN. SEWER MANHOLE STRUCTURE
EXISTING GAS MAIN
EXISTING GAS SERVICE
FENCE
GAS STRUCTURE
UNIDENTIFIED POST
UNIDENTIFIED STRUCTURE
GUARD RAIL
MARSH, POND, WETLAND OR LAKE
OVERHEAD ELECTRIC
PIERS
POWER POLE/GUY WIRE
PROPERTY LINE
RIP - RAP
ROAD/STREET R/W
SEDIMENT FENCE (SILT FENCE) STD. 6.62
SEDIMENT FENCE OUTLET
SIDEWALK
STREET SIGN (LABEL TYPE)
STORM DRAIN/CATCH BASIN, YARD AND DROP INLET -
TOWER LINE
TREE & BUSH
UNDERGROUND CABLE
UNDERGROUND ELECTRIC
UNDE
RGROUND TELEPHONE
RAILROAD
WATER METER
WATER VALVE
TREE LINE
BRUSH LINE
SUBSURFACE INVESTIGATION
PERMANENT UTILITY EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
SEWER EASEMENT
GAS EASEMENT
30' STREAM BUFFER
INLET PROTECTION
GAS CROSSING
TEMPORARY STREAM CROSSING
CONCRETE DRIVEWAY (PROFILE)
ASPHALT DRIVEWAY (PROFILE)
PROPERTY LINE
FEMA FLOODWAY LINE
100-YR COMMUNITY FLOODWAY LINE
FEMA FLOODPLAIN LINE
100-YR COMMUNITY FLOODPLAIN LINE
IRRIGATION SPRINKLER
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NC DEQ EROSION CONTROL
NOTES/CONSTRUCTION SEQUENCE
1. THE PROJECT SHALL COMPLY WITH EROSION AND SEDIMENT CONTROL PERMIT ISSUED BY
NC DEQ FOR PROJECT.
2. CONTRACTOR SHALL PREVENT EROSION OF SOIL AND SEDIMENTATION ON THE SITE AND ON
ADJACENT PROPERTY RESULTING FROM HIS CONSTRUCTION ACTIVITIES. EROSION AND
SEDIMENT CONTROL MEASURES AS SHOWN ON SHEETS 4 THROUGH 7 SHALL BE INSTALLED
PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. THE CONTRACTOR
SHALL MAINTAIN EROSION CONTROL MEASURES UNTILTHE COMPLETION OF
CONSTRUCTION AND APPROVAL BY THE ENGINEER TO REMOVE.
3. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL
ON ACTIVE ROADWAYS. ANY MUD/SOIL TRACKED ON ROADWAYS SHALL BE CLEANED DAILY.
4. EROSION CONTROL MEASURES WILL BE INSPECTED DAILY BY THE CONTRACTOR. EROSION
CONTROL MEASURES IN NEED OF REPAIR WILL BE REPAIRED BY THE CONTRACTOR PRIOR TO
CONTINUING WITH THE PROJECT WORK.
5. IF EROSION CONTROL MEASURES, IN ADDITION TO THOSE SPECIFIED AND REQUIRED ON THE
DRAWINGS, ARE REQUIRED BY THE ENGINEER DUE TO THE ACTION OR PROCESSES OF THE
CONTRACTOR, ALL COST SHALL BEAT THE CONTRACTOR'S EXPENSE AND AT NO ADDITIONAL
COST TO THE OWNER.
6. FOR ON SITE TEMPORARY STOCKPILE OF SOIL MATERIALTHE CONTRACTOR MUST INSTALL
SILT FENCE CONTAINMENT AREA IN ACCORDANCE WITH DETAIL 1-A.
7. SEE SHEET 3 FOR NPDES NCG01, GROUND STABILIZATION REQUIREMENTS. SEEDING SHALL
BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS OR AS DIRECTED BY PLANS.
8. A PERMANENT VEGETATIVE COVER SUFFICIENT TO RESTRAIN ACCELERATED EROSION SHALL
BE ESTABLISHED ON ALL DISTURBED AREAS. TEMPORARY VEGETATIVE COVER SHALL BE
ESTABLISHED DURING ALLTIMES OF THE YEAR NOT SUITABLE FOR THE ESTABLISHMENT OF
PERMANENT VEGETATIVE COVER. ANY TEMPORARY SEEDING THATTHE INSPECTOR
DETERMINES AS FAILING WILL BE RE -SEEDED UPON NOTIFICATION OF THE CONTRACTOR.
9. AT THE COMPLETION OF THE WORK OR AT SUCH TIME AS THE ENGINEER, OWNER, AND
STATE REGULATORY AGENCY DETERMINE THAT ADEQUATE PERMANENT EROSION CONTROL
MEASURES HAVE BEEN ESTABLISHED, THE CONTRACTOR SHALL REMOVE THE EROSION
CONTROL MEASURES AND DISPOSE THEM OFF SITE.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT TEMPORARY CONSTRUCTION
ENTRANCE IS SUFFICIENTLY STABLE AT ALL TIMES DURING CONSTRUCTION TO PREVENT
RUTTING AND TRACKING OF MUD BEYOND THE PROJECT LIMITS. IF THE CONTRACTOR DOES
NOTE MUD OUTSIDE OF THE PROJECT LIMITS, THEY SHALL IMMEDIATELY CLEAN UP THE SITE
AND MAKE NECESSARY IMPROVEMENTS. IF THE CONTRACTOR NOTES EXCESSIVE RUTTING
OF THE CONSTRUCTION ENTRANCE OR WET, LOW SPOTS, ETC. THEY SHALL CONTACT THE
OWNER OR ENGINEER FOR DIRECTION. AT THE DIRECTION OF THE OWNER, ENGINEER (OR
NCDEQ INSPECTOR), THE CONTRACTOR SHALL STABILIZE CONSTRUCTION ENTRANCE AS PER
DETAIL 1-F.
11.NO TEMPORARY PIPED STREAM CROSSINGS OF MCMULLEN CREEK OR TRIBUTARY CREEKS
WILL BE ALLOWED EXCEPT FOR THE TEMPORARY CROSSINGS NOTED ON THE PLAN AT
STATIONS 10+98 AND 29+21. ALL OTHER PROJECT AREAS WILL BE ACCESSED VIA ACCESS
ROADS AND EASEMENTS AS NOTED ON THE PLANS.
12.NO WORK SHALL TAKE PLACE IN MCMULLEN CREEK TRIBUTARY EXCEPT FOR THOSE AREAS
WHERE A STREAM BYPASS SET UP IS NOTED ON THE PLANS. ALL WORK WITHIN THE CREEKS
SHALL BE IN THE DRY.
OUTER LIMITS OF TEMPORARY CONSTRUCTION EASEMENT
AND/OR PERMANENT SEWER EASEMENT ARE EQUAL TO
THE LIMITS OF DISTURBED AREA ON ALL SHEETS
DISTURBED AREA = 11.6 AC
STANDARD DETAILS
THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE TO
THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. CDOT
STANDARDS SHALL BE USED.
CDOT STANDARDS:
PIEDMONT NATURAL GAS
EASEMENT NOTES
1. CONSTRUCTION ACCESS WILL BE ALLOWED IN THE PIEDMONT NATURAL GAS
RIGHT-OF-WAY AS PER THE ENCROACHMENT AGREEMENT.
2. THE GAS MAIN SHALL BE PROTECTED BY INSTALLING ORANGE SAFETY FENCING 5'
FROM THE GAS MAIN ALONG AREAS WHERE CONSTRUCTION TRAFFIC WILL BE
RUNNING PARALLEL TO THE MAIN. VEHICULAR CROSSINGS OVER THE GAS MAIN
SHALL BE MADE ONLY AT LOCATIONS DESIGNATED ON THE PLANS. VEHICULAR
CROSSINGS SHALL BE CONSTRUCTED PER CONSTRUCTION DETAIL 1-D.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALTERNATE
VEHICULAR GAS CROSSING LOCATIONS WITH PIEDMONT NATURAL GAS, AS NEEDED.
4. USE OF THE PIEDMONT NATURAL GAS EASEMENT FOR STORAGE OR STAGING AREA
IS NOT PERMITTED UNLESS APPROVED BY PIEDMONT NATURAL GAS FIELD
INSPECTOR. STORAGE SHALL BE LIMITED TO NO MORE THAN TWO WEEKS AT ANY
LOCATION. CONTRACTOR TO ENSURE THAT ACCESS TO THE FULL LENGTH OF THE
GAS EASEMENT IS AVAILABLE AT ALL TIMES TO PIEDMONT NATURAL GAS TO
ADDRESS MAINTENANCE OR EMERGENCY ISSUES.
5. THE USE OF EXPLOSIVES WILL NOT BE PERMITTED WITHIN PIEDMONT NATURAL GAS
RIGHT-OF-WAY AS PER THE APPROVED ENCROACHMENT AGREEMENT.
6. THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO PIEDMONT NATURAL GAS
FACILITIES RESULTING FROM CONSTRUCTION.
7. THE CONTRACTOR SHALL CROSS THE PIEDMONT NATURAL GAS LINE ONLY WHERE
NOTED ON THE PLANS.
8. ALL VEHICULAR CROSSINGS SHALL BE CONSTRUCTED WITH STEEL PLATES, TIMBER
MATS, OR EQUIVALENT AS PER DETAIL 1-D.
9. ANY DEVIATION FROM THE PLANS SHALL BE COORDINATED WITH PIEDMONT
NATURAL GAS AND IS THE RESPONSIBILITY OF THE CONTRACTOR.
FLOODPLAIN NOTES
1. THE CONTRACTOR IS INFORMED THAT THIS PROJECT IS IN A FLOODPLAIN.
2. ALL EXCESS MATERIALS RESULTING FROM THE CONSTRUCTION (DIRT, ROCK ETC.) OF
THE PROJECT SHALL BE HAULED OFF -SITE AND DISPOSED OF IN AN APPROVED
MANNER ATTHE CONTRACTOR'S EXPENSE. THERE SHALL BE NO EXCESS MATERIAL
SPREAD AND LEFT IN RIGHT-OF-WAY. POST -CONSTRUCTION AND PRE -CONSTRUCTION
GRADES SHALL MATCH.
3. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE DONE TO THE
CONTRACTOR'S WORK BY HEAVY RAINS OR FLOODS AND SHALLTAKE ALL
REASONABLE PRECAUTIONS TO PROVIDE AGAINST DAMAGES BY BUILDING SUCH
TEMPORARY DIKES, CHANNELS, OR SHORING TO CARRY OFF STORM WATER AS THE
NATURE OF THE WORK MAY REQUIRE.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR TAKING ALL PRECAUTIONS NECESSARY
TO PROTECT THE PROPOSED SEWER FROM FLOOD, FLOATATION, AND DEBRIS,
INCLUDING, BUT NOT LIMITED TO, INSTALLATION OF WATERTIGHT PLUGS AND
TEMPORARY SEALING OF MANHOLES. OPEN ENDS OF PIPES SHALL BE PLUGGED
(WATERTIGHT) AT NIGHT.
5. THE CONTRACTOR SHALL PREPARE A BYPASS PUMPING PLAN THAT INCLUDES A
CONTINGENCY PLAN FOR LARGE RAIN EVENTS THAT MAY FLOOD THE WORK AREA.
CONTINGENCY PLAN MAY INCLUDE ELEVATING OF PUMPS, SECURING OF ALL BYPASS
LINES, SEALING MANHOLES FROM INFILTRATION, AND/OR TEMPORARY
REESTABLISHMENT OF EXISTING GRAVITY SEWER SYSTEM VIA INSTALLATION OF
TEMPORARY PIPING.
SUBSURFACE INVESTIGATION
Bore
Depth (ft)
Comments
PWR
Auger Refusal
Water
Termination
Station #
B-1
8
10
1+00
Auger Probe
B-2
9
10
1+66
B-3
-
10
4+32
B-4
0
0
7+28
Could Not Drill Past Surface Rock
B-5
9
10
11+31
B-6
10
12+92
B-7
10
14+39
B-8
10
15+85
B-8A
10-15
15
16+00
Auger Probe
B-9
8
8
20+87
13-10
6
5
6
25+92
B-11
1
12
1 28+57
Soft Digs
Sample
ID
Utility
Type
Station
Station
Offset
Coordinates
Depth to
Utility
Easting
Northing
TH-1
Sewer
13+14
-
1447900.42
500473.98
5
TH-1A
Gas
13+14
-
1447900.42
500473.98
6.62
TH-2
Gas
5+66
15 NE
NA
NA
3.83
TH-3
Sewer
0+36
-
NA
NA
3.14
TH-3A
Gas
0+36
-
NA
NA
5.73
TH-4
Gas
36+73
-
NA
NA
2.89
TH-5
Water
36+38
5 E
NA
NA
4.82
TH-6
Electric
36+24
6 E
NA
NA
1.83
APPROVALS (SEALS)
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
i
•
Know what's below.
call before you dig.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS.
DIAGRAM NO. TITLE:
12 STORK AREA IN THE RE T WITH 3 LANES) U LANE CHARLOTTE WATER
CHARLOTTE
N.C.P.E. WJ)T E R
CHARLOTTE, NORTH C'AROLINA
CHARLOTTE LAND DEVELOPMENT STANDARDS:
STD. DTL NO.
40.02
TITLE:
TREE PROTECTION DETAIL
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
Scales
PLAN -
PROFILE
Hor_ -
Vert. -
MCMULLEN CREEK TRIBUTARY
AT QUAIL HOLLOW
REPLACEMENT SEWER
NOTES
No. Date By
I Af`InTCr` CDV
SRK I SMM
Revision Surveyed By I Designed By I DraWn By I Project-Engr I Approved By I Date
Sheet Of
2 22
A CITY OF CHARLOTTE DEPARTMENT

NC DEQ - NCG01 GROUND STABILIZATION & MATERIAL HANDLING
REAL ESTATE SPECIAL PROVISIONS
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HOW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a mannerto renderthe
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
L. Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
.Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficientto restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offs[te.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINTAND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
04SITE CONCRETE WASil
S7RUCiDRE �17. LITER
1-0
fir' �`'•°6a � r R.i
_= ,�
� T
IJt
1111ro*M991i
I alli CRArtE �tln i S� ARM
t STRull
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlets) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NC DEQ - NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
zero.' The permittee may use another rain -monitoring device
approved by the Division.
(2) F&Sc
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time ofthe inspection,
and within 24
3. Name ofthe person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event, 1,0 inch in
properly,
24 hours
S. Description of maintenance needs forthe measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification ofthe discharge outfalls inspected,
discharge
7calendar days
2. Date and time ofthe inspection,
nutfalls (SDO,)
and within 24
3. Name ofthe person performingthe inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event 11.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
S. Indication ofvisible sediment leavingthe site,
6. Description, evidence and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
ofthe following shall he made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of rain
the site limits,
event , 1,0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as tothe actionstaken to control future
releases.
(5) Streams or
At least once per
Ifthe stream or wetland has increased visible sedimentation ora
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record ofthe following shall be made:
(where
hours ofa rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event, 1.0 inch in
2. Records ofthe required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) ofthis permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved L&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
Initial installation ofthe E&SC measures or if
the E&SC measures are modified after initial
Installation.
(b) A phase of grading has been completed.
Initial and date a copy ofthe approved E&SC
plan or complete, date and sign an inspection
report to indicate completion ofthe
construction phase.
(c) Ground cover is located and installed
Initial and date a copy ofthe approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy ofthe approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G. ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
g
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters ofthe United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause ofthe deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permlttee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with thefederal or state Impaired -waters conditions.
(b) ail spills and
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location ofthe spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
. A reportat least ten days before the date ofthe bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation ofthe anticipated quality and
122.41(m)(3)]
effect ofthe bypass.
(d) Unanticipated
. Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
. Within 7calendar days, a report that includes an evaluation ofthe
122.41(m)(3)]
quality and effect ofthe bypass.
(e) Noncompliance
. Within 24 hours, an oral or electronic notification.
with the conditions
Within 7calendar days, a report that contains a description ofthe
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and ifthe noncompliance has not
health erthe
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)1
prevent reoccurrence ofthe noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requlrementforawritten report ona
case -by -case basis.
PLEASE REFER TO THE PROJECT MANUAL FOR COMPLETE PARCEL SPECIAL
PROVISIONS. BELOW IS A SUMMARY OF KEY ITEMS BY PARCEL.
1. 27
2. 28
3. 29
4. 30
5. 31
6. 32
7. 33
8. 34
9. 44
10. 45
11. 46
12. 47
13. 48
14. 49
15. 50
16. 51
17. 52
18. 53
19. 54
20. 55
21. 56
22. 57
23. 58
24. 59
25. 60
26. 61
27. 62
28. 63
TBD
APPROVALS (SEALS)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
•
704 919 1900
LICENSE N0. P-0601
No. Date By
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
i
tot)
Know what's below.
Call before you dig.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS.
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE NORTH CAROLINA
VVV
Scoles
PLAN -
PROFILE
Hor_ -
Vert. -
I ANIITFl I ARK
MCMULLEN CREEK TRIBUTARY
AT QUAIL HOLLOW
REPLACEMENT SEWER
SRK I JLD
NOTES
Revision Surveyed By I Designed By Drown By I Project-Engr I Approved By
Sheet Of
3 22
Date -
A CITY OF CHARLOTTE DEPARTMENT

/-7//
EXIST.30' SANITARY SEWER
EASEMENT (TYP.)
EXIST. 33" SANITARY
SEWER PIPE TO REMAIN
i IN PLACE (TYP.)
CW JOB #542-23 >�
CW FILE #MM-2
RH 494C,3
IN IN 5
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HFFT6��50 AccEss VIA
BALTUSROL LN.
Property Owner Information
Parcel No
PID
Owner Last
Owner First
Propery Address
Deed Ref
OF MECKLENBURG HEYDON
61
20922380
NA
26428-124
HALL HOMEOWNERS ASSOC
ASSOCATION HEYDON HALL
63
20922381
NA
24046-84
HOMEOWNERS
-
/ -
i� 57CI'PROTECT EXIST. GAS
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PROP. TEMPORARY CONSTRUCTION
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PROP. STREAMBANK RESTORATION �i
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EXIST. IRRIGATION SPRINKLER
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PROP. 20' TEMPORARY
CONSTRUCTION
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GOLF COURSE
3
AREA
VICINITY MAP
N TS
PRELIMINARY PLANS NOT FOR CONSTRUCTION
1•
t
V 10
Know what's below.
Call before you dig.
EROSION CONTROL NOTES:
1. PROJECT IS LOCATED IN THE CATAWBA RIVER BASIN
2. ALL DISTURBED AREAS TO BE SEEDED AND
MULCHED IMMEDIATELY UPON COMPLETION OF
CONSTRUCTION.
3. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN
TOPOGRAPHY THAT CONCENTRATE FLOW ALONG
SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL
1-B.
4. THE LIMITS OF DISTURBANCE SHALL BE DEFINED AS
THE PERMANENT EASEMENT AND TEMPORARY
EASEMENT AS SHOWN ON THE PLANS UNLESS
OTHERWISE NOTED.
5. ALL WORK WITHIN CREEKS SHALL BE COMPLETED IN
THE DRY. UTILIZE COFFER DAM AND PUMP AROUND
PER DETAILS 2-E & 2-D
Streambank Restoration
Start
End
Restoration
Length LF
Restoration Method
Detail
San. Sewer
Station
Offset
San. Sewer
Station
Offset
1+74.96
27.44
2+05.48
20.22
34
Boulder Toe
2-C
2+05.48
20.22
3+44.21
17.49
144
Streambank Stabilization*
Sheet 21
3+44.21
17.49
4+49.62
18.41
103
Wood Toe
2-13
4+49.62
18.41
4+84.22
19.45
37
Streambank Stabilization*
Sheet 21
4+84.22
19.45
5+50.28
15.62
67
Boulder Toe
2-C
5+50.28
15.62
6+27.80
18.25
81
Boulder Toe w/ Class B Stone
2-C
6+27.80
18.25
7+02.42
17.01
77
Streambank Stabilization*
Sheet 21
7+02.42
17.01
8+15.23
27.86
119
Wood Toe
2-B
8+15.23
27.86
10+03.81
20.40
206
Streambank Stabilization*
Sheet 21
10+03.81
20.40
10+70.25
22.93
70
Wood Toe
2-B
10+84.45
30.26
11+39.02
30.01
70
Streambank Stabilization*
Sheet 21
* Streambank stabilization to include grading the streambank at a 2:1 slope, placement of matting, live
staking, and seeding per sheet 21. Riprap shall not be included as part of the streambank restoration
indicated in this table.
N 1 . GRAPHIC SCALES
p Uu 0 20 40
ILn
�u 2
Z L 1 inch = 40 ft.
= W SFO
Q
- CHARLOTTE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601

to
\ \ \ —57-5
50
EXIST. FENCE TYP. �- - - -
v ( ) v � �8e-- �24:9-SrVENE-AG-LE.�� -
.�.:: TOP OF BANK (TYP.)�_\�
� -v - - =�R tC DAL -PERT &- D� \LTN � K-ALP E-RT-
.:�.:.:.
DEED REF 04999 9b1 _ —
/� /� Perennial Stream D - _
. / \ � � � � � � T�X�A&CEL NO: 2093�208 _ _ -
- Rid �= o F - 247 SEVPN_EAGLES D / \ — —
o \ CAMERON M \ \ \
ouT 5� \ \ \ / \ -- - '—
\ \ \ S1 0 - \ ` / \ \ \ \ & D THY W HA R IS \ \ \ \ \ / \ \
S5: 40 If Temporary Impact
20' TOP OF BANK \ \ \ \ DEED R 9482-54
BUFFER (TYP.) \ \ \ \ v 'TAX PARCEL NoQo937 1
o - Open cut sewer crossing
GL�s �Q �d x� 565— sv V A EX. SEWER TO BE
HOL W ) \�. �. A v �� SF \ \� \ V ABANDONED IN PLACE / // / v \/ \ \ \ l
PROP. SILT FENCE � r \: �� S6. 10 If Permanent Impact
L v �� �` c /
v v � .......... PER DETAIL 1-A
0,101 ����, d (TYP.) v S - Rip rap stabilization 55
"PROP SILT FENCE V w SF \ v 9996
4.75
OUTLET PER EXIST. 15' SANITARY / V A A
v s - S7: 128 If Permanent Impact
E s
Q - - DETAIL 1-B (TYP.) SEWER EASEMENT (TYP.) \ \ \ EX. MANHOLE TO \ \S �S
568,1
BE ABANDONED IN E T 567.9
PLACE S
I Stream bank restoration 9
o S \
MH-241057
- -Sheet 21 SFn
\ \ \\ \ \ \ 5 \ zlxp� 3d L� ^ \ M 568.07 — \ \3. rn Z SSE \
\ \ \ \ — �' \ V N 5 3D1...... 30 a1 m
OUT 564.2 SSE
\\ \ \ \ �d . — �� �� ".�` \ S 3 SSE SSE r
\ \ \ \ \ \ V AN�_
1+00SSPROP. 20'TEMPORARY \ +oo . S �Ss w0dill ' J \ \ p 2z� v — _ \ \ 3S ? f _ -
CONSTRUCTION ass TEE
o°0 4 -61
o \ EASEMENT (TYP.) \\\ \� " - o -
' EXIST. IRRIGATION PIPEe�© �i-� — -----�,-,-•-
V A \ — TRIG.
(APPROX.) REMOVE & REPLACE O - v 62 LF STREAM BANK RESTORATION o -
- - !� �.. ::::::::::_ . \ \ \... \ - - ...i�Muu�RE�- PER SHEET 21 TO BE PERFORMED
TO MATCH EXIST. (TYP.) - - T ��... �...� �� /
E ` A� �'� \� �� -� 1 �� ±749 SF RIP RAP STABILIZATION-
\ EXIST. IRRIGATION SPRINKLER - , - - �3�00 �d : :::::: T \ EXIST. PROPERTY \ �� __ (USE ORNAMENTAL RIVER STONE i - - - - EX. PIPE TO BE REPLACED VIA
\ (APPROX.) REMOVE & REPLACE - - _ LINE (TYP.) �i PROP. 20' PERMANENT AT THIS LOCATION) i / \ l / PIPE BURSTING (NO OPEN CUT)
- TO MATCH EXIST. (TYP.) �.Lj , \ Jy EASEMENT (TYP.) ,�
T PROP. 15' TEMPORARY \ /
580 _ - / �� / TEMP. STREAM CROSSING PER
CONSTRUCTION -
CONTRACTOR TO INSTALL DOUBLE (/� V `�` / / / DETAIL 1-C
\ SF �.. r
v� v ( \\ 0 EASEMENT (TYP.)
ROWS OF SILT FENCE ALONG OUTER \\� �4 00 - O
LIMITS OF EASEMENT LOCATED ON - O Ili �� Sao
� � � � $}oo / :��:�.� � 66 LF STREAMBANK RESTORATION PER
�v v PID #20956101�� SHEET 21 TO BE PERFORMED
\\ i
p ±1387 SF RIP RAP STABILIZATION
\ — C / l.. �. /Vr
EXIST. IRRIGATION \ �7S - \ v ±382 MAT & PLANTINGS (USE
VALVE (APPROX.) (TYP.)--........ v SAND TRA� E ORNAMENTAL RIVER STONE AT THIS
d 2�+0�:::
F::.:..: LOCATION)
vv v
NEW PIPE TO BE -
A\� SAND TRAP / /
v INSTALLED VIA OPEN J \\v P:::: / - NEW PIPE TO BE INSTALLED VIA OPEN CUT
\.::
CUT INSTALLATION INSTALLATION
32 .. i PROP. 20 TEMPORARY
CONSTRUCTION
F ::% /
3%G ENEAGLES Rb M R-� � / � / � / EASEMENT TYP.
v v A QUAIL HOLLOW /
COUN CLU �- AA /� �- �Z
DEED REF: 02437 71—
�TAXPARCE-L N0: 2 5610,1
ACCESS VIA SEVEN EAGLES
(SEE INSET A THIS SHEET)
\ `� I © \V v \ / //I I / \ V
� R/W� PROP. TEMPORARY ss \ „� A...
CONSTRUCTION ENTRANCE ..... C) 119 SEVEN EAGLES
A APER DETAIL 1-F \
Sz,
DEED REF: 11539-055
FAX PARCEL NO: 20938206 00
. .....
.... ..
.......:*/:::....
�} / / J / / /
/
x \ \ v EX. PIPE TO BED \ -
T��� � � � -- - � I �.�. ��.��.. ..�.�:�: ��� � � EXIST. 35' GAS \ V A \ v A � \.�. AVA
\ EXIST. 12" HIGH PRESSURE GAS /� / "i v A v REPLACED VIA PIPE \ \ .. AVA
EASEMENT TYP. v 5s� v \ \
'7-' / �...... (TYP.) \ v BURSTING
MAIN APPROX. LOCATION TYP. �� �����.�.�.�. � � � . (NO OPEN
( )( )i
CUT)
x EXIST. PROPERTY
vLINE (TYP) 2 - -
all-9V7 N EAGLES - -
4 - - � :z A - isATRlCl�1 SW�H€R-& le4URA F SWISHER
1446 2 (D, - DEED RRF:11S39-055 v V /
k - - A PROP. TEMPORARY
�A C�PA�tCRL NO: 20938206
A�EXIST. FENCE v �� v v-_� V CONSTRUCTION ENTRANC
51 MIT 6o1AI / (TYP.) - _ - A A 55 PER DETAIL 1-F (TYP.)
3201 SEVEN EAGLES RIM 9.44 MH-24001� N: 5022 3.520\ N� 2301.555
GAS CROSSING / / / �� / - - \ V A \ _
PER DETAIL 1-D �/ / E B PERRY & SALLY MORGAN PERRY ��� GINv, ,/ �70 2 / iN =9 a7 v � �: 1446761.�51 V .: E: 1446 4 .362 -
/:0/::�:::.. INv ou 5 0 0 Nv 5720
— / \ DEED REF: 19896 565 /i/iVI � / \ .3DI 5 0 A
EAG-LES — — _ i / .� �.:::.::: \ TAX PARCEL NO: 20938207 Y � / (D INV. OUT-571.8 \ (D \ \ 54 8443 WING-ED B�
\F(,1 MH-240 28
V�� / 3D ....... �. ° k N: 5�2270.7 5 R III I/T HENDRICK & I
-- f"" 3D... I N 8
N"N� I�ALPERT- - , � .�.�.��:�:��.�:�:�...�.:�.�.� � � �.�.�.�..�.�.� � 3�1.... , .. � ..
�. + DEED REF: 16508
- / w c EXIST. SEWER d....::::::: .:::::::::::.DI... .. ,3D :144$764. v. IN =3.3
9� 86T / �:..:..I:. ...::..:.. A /.................................. ...............3J. .... ........1... .. .. �........./.::..
2o93s�os LATERAL TYP. / y .........�..............�....: TAX PARCEL No: zo
/.... Nv OUT 1
+..
` PROTECT EXIST. GAS I ............... x
MAIN WITH ORANGE / .... - - �
PE...... 3SS / i/ /
PE.. S � dam.... �i/ EXIST.4 /
PE
FENCING PER DETAIL I-D .......... .........
' - —
i T — 580—
, \ \ ��. - - # E T. CE. E: SERVICE (TYP.)
O9 \
�y J RIM 5799 i' �_.. - _ - - - - ..—... _ EX. PIPE TO BE \ \ 57 I
... c F
REPLACED PIP -
�.::....:...... VIA E �(VI BOURN
:..:..::...::..::.............
_=____-__-_ -- --_- _ -- '__ - ro 5 \ c� \ 3 00� BURSTING NO OPEN K STORHkR ROLL
_ — — - ��75; �� LN 729 � A�\
iu...:::.::.:.:.:.:.:.. ..... — i — =..i ..—...— -�,.. — J�...� .�_ ice_.__...— — — — l '/ / — — — - — i iN N 572. 9 \ \\ \ SSF CUT) F: 28878 3
T'
6 - - - -PER DETAIL- ( - _
ROP SILT FENCE OUT
5 �5 9.......3� i� — — — —
/ / \ X� �
....... SS i %�...i — — — — — E3
� PROP TEMPORARY � \ �
.. ........
PER CO RUCTION ENTRANCE
6562.9 �O..... SS j- - J _ PROP. SILT FENCE PER DETAIL 1-F
DETAIL 1-A (TYP.) - ' -
P - - A PROP. 15 TEMPORARY o \ vv <<F s
EXIST. i - - / V - \ / ��� tic
7� :.. ��j �� �CONSTRUCTION EASEMENT (TYP.) / / '���RFF�rR"
a / / FOOTBRIDGE (TYP.) / \� � CPO
a/
© A �.
��' ✓i /�i / PROP. 20' PERMANENT -� - - v
-� / �� �// i+ / / 06 j ©) \ \
� - - i �i /// / / / EASEMENT (TYP.)
/
/ 8 EAGLE GLEN 424 EAGLE GLEN (D EXIST. 15 SANITARY
O _ - - JAMES FR RICK WEBB SIMPSON & DAVIS & LISA E D 13
G��!� - % SEWER EASMENT (TYP.) EXIST. 8" SANITARY �^ v I I
- - EX. PIPE TO BE / G)-- m THE WHI EPHANT TRUST U/T/A — _ n — DEED REF: 23533 970
F:28595-315 SEWER PIPE TO REMAIN TAX PARCEL No: 20938216
REPLACED VIA PIPE -
E, / I I
BURSTING (NO OPEN - - / TAX .�vO: 20938224 IN PLACE (TYP.)
20 TOP OF BANK
CUT)
BUFFER (TYP.)-
i / / ---- v (D
Property Owner Information -
Parcel No
Owner Last
Owner First
Propery Address
Deed Ref
PID
53
SEVEN EAGLES HOMES ASSOCIATION
C/O THE HARRIS LAND CO
NA
25991-859
20938298
54
THE HARRIS LAND COMPANY
NA
06144-067
20938205
55
SEVEN EAGLES HOMES ASSOCIATION
NA
1 25991-859
120938299
\ 58-5
\ • � � �_ I I IIII�IIII II
No. I Dote I By
Revision
EASEMENT EXTENDS
TO WINGED BOURNE.
NO CONSTRUCTION
ACCESS
QUAIL HOLLOW
GOLF COURSE
ROJECT AREA
Aft
�2
VICINITY MAP
N TS
i
V Know what's below.
Call before you dig.
GRAPHIC SCALE
0 20 40
1 inch = 40 it.
EROSION CONTROL NOTES:
1. PROJECT IS LOCATED IN THE
CATAWBA RIVER BASIN
2. ALL DISTURBED AREAS TO BE SEEDED
AND MULCHED IMMEDIATELY UPON
COMPLETION OF CONSTRUCTION.
3. EVERY 150 LF AND WHERE LOW
SPOTS EXIST IN TOPOGRAPHY THAT
CONCENTRATE FLOW ALONG SILT
FENCE, INSTALL SILT FENCE OUTLET
PER DETAIL 1-B.
4. THE LIMITS OF DISTURBANCE SHALL
BE DEFINED AS THE PERMANENT
EASEMENT AND TEMPORARY
EASEMENT AS SHOWN ON THE PLANS
UNLESS OTHERWISE NOTED.
5. ALL WORK WITHIN CREEKS SHALL BE
COMPLETED IN THE DRY. UTILIZE
COFFER DAM AND PUMP AROUND
PER DETAILS 2-E & 2-D
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
CHARLOTTE CHARLOTTE WATER
C WVTER CHARLOTTE NORTH CAROLI A
MCMULLEN CREEK TRIBUTARY
Joe No Scales File No. AT QUAIL HOLLOW
PLAN '" = 40' REPLACEMENT SEWER
/ PROFILE H or. 1" = 40'
I v Vert. 1" = 4' EROSION CONTROL &
CONSTRUCTION ENTRANCES
As Built Dote
Sheet Of
LANDTEC SRK SRK JLD 5 22
Surveyed By Designed By DroWn By Project—Engr Approved By Dote

W
_ ---
CONTRACTOR TO INSTALL DOUBLE - _ _ - A \ - - _ - - - / / i ` `i ` i EXIST. FLOODPLAIN
ROWS OF SILT FENCE ALONG OUTER - - - - �O�
(TYP.)
LIMITS OF EASEMENT LOCATED ON - - - /VGCOMML
_ PID #20956101 _ - - - \ V Qy�l �p�LQ - - - - - -_ - - �i ��� ��i �'
------ ---- ----v /V/ \COURY\CtUB—
_ �Ek� R F. 0�437 71V
d ----- T X`P R�1�0:20 56�01�
_5-60- - - -� - PROP. PERMANENT
- �A \ \ \ \ - - - PROP. 60 PERMANENT -, , - CULVERT PER DETAIL 4-A
s + - _ --- - - �� �� �� �V� �\ `- �EASEMENT(TYP.)
-SSE - - A� \\� //A\ ���-- EXIST.30'SEWER -- -
0 1 - -i
� W --- --- _ � � � -- -;- ,-EASEMENT (TYP.) -
' W 3+0
Z 77-
W—�4+ — — AV���---- �� i��� i� ��i 3d 3d 3d 3d 3d
CJ N �� �A`� --- — — i 3d-
1_ _ ---- SFO
EXIST. 35' GAS
EASEMENT (TYP.)
�:
MCMULLEN CREEK
CENTERLINE PER
GIS (TYP.)
E /
E �G
E — -
E _ —
E
3 E — E E E E
3
EXIST. IRRIGATION
PIPE (APPROX.) (TYP.)
031b,101:1111Ic 0 1Eel ►
SPRINKLER -
(APPROX.) (TYP.)
EXIST. CONTOURS
PER GIS (TYP.) f
MCMULLEN CREEK
TRIBUTARY
CENTERLINE
- : Perennial Stream B
r S10: 60 If Temporary Impact
FEMA
G CONTRACTOR TO INSTALL DOUBLE i i/ TEMPORARYTREAM
FLOODPLAIN (TYP.) - Bridgemat Crossing
M ROWS OF SILT FENCE ALONG OUTER CROSSING PER DETTAIL 1-C
LIMITS OF EASEMENT LOCATED ON ('�
` PID#20956101 �'�� Detail 1 -V
COMMUNITY FLOODPLAIN G -
i M� (FUTURE) (TYP.) W4 -
i
TAX PARCEL NO. 20921127
/ PROP. 20' TEMPORARY , - - /� .. / PROP. 50' PERMANENT
CONSTRUCTION - w
EASEMENT (TYP.) N N
32 EASEMENT (TYP.) - d
Lt \ \ —24-
y 3796 GLENEAGLES RD �, :. � +4" °"" 65 "Nut — ,
QUAIL HOLLOW 553 20 "`"U EXIST. 30 SEWER N
Haw SE RIM 541.8 e N
COUNTRY CLUB — e" S { EASEMENT (TYP.) m
\ �`. — B H�lv E� L �I APIE Ella1
DEED REF: 02437 571
TAX PARCEL N0: 20956 / d 17+00
2"
/ 1fi �AENu' 1
S E ,NncNut3d Ln
Ln "�oK 3d
I
Ln
w I Ln
E
W �
w
EXIST. IRRIGATION
PIPE (APPROX.) (TYP.)
EXIST. IRRIGATION -
SPRINKLER
(APPROX.) (TYP.) '
Qw
i
I.VIVI IVI V IVII I
ENCROACHMENT
AREA (TYP.)
E E ` E
REMOVE EX. TREE (TYP.)
FEMA FLOODWAY (TYP.) `
COMMUNITY
ENCROACHMENT AREA (TYP.)
` I
SSE 3d v 3d 3d
18+ 1� `^ 3d �
/ .. i t2" ASHj 5H':16"':ASH: 3k�
/ 7 (� / SS 3d 3d 2
E $ECM S FO - 3d
�M r rk
+o" ASH ... 18 nsH SSE Ln SSE SSE M
19+00 Ln Ln "' SSE SSE 24 M +4. - SSE SSE 23+00 _—
/ t
222 0} 0 — — — ----- i m
m 5 20+p RIM 5 6 654 21+00 -_ — _-- SF O J N
CO-/ / SFO 0,3
w " __-s,5$--- _-----_ ------ ---
SSA U ,4•E�M +z �� --- - ---�` �- PROP. SILT FENCE TO BE Ln
m ��------- _---- --_
PROP. SILT FENCE _ - ' - - - - LOCATE AT MCMULLEN-
- CREEK TRIBUTARY TOP OF - - - - - -
__-� -- PER DETAIL I -A --- --_-- �_ -- �-_----- ----_- EXIST. PROPERTY
�Nvs a62 �-
-- --- V BANK(TYP.) ---- - ---- - - - - -- LINE (TYP.) ` /
l2•�APEE— — — — — —
i
— — — — -
— — — — �—
PROP. SILT FENCE OUTLET - ,
�PERDETAILI-B(TYP.) \ -- - - -- ---- --- -
U—
U Uj
— —
MCMULLEN CREEK s m-
s "R CENTERLINE PER - - _ . 35' GA -
`k° REMOVE EX. - - EXIST S \
- - /- - - - - GIS (TYP.) - - EASEMENT (TYP.)
�W �� TREE (TYP.) j ---- - -- ---- -
E E E
E E�
E—
i E
3 3
3 3
3
QUAIL HOLLOW
GOLF COURSE
3
VICINITY MAP
N TS
-1
0
V Know what's below.
Call before you dig.
GRAPHIC SCALE
0 20 40
1 inch = 40 ft
EROSION CONTROL NOTES:
1. PROJECT IS LOCATED IN THE CATAWBA RIVER
BASIN
2. ALL DISTURBED AREAS TO BE SEEDED AND
MULCHED IMMEDIATELY UPON COMPLETION
OF CONSTRUCTION.
3. EVERY 150 LF AND WHERE LOW SPOTS EXIST
IN TOPOGRAPHY THAT CONCENTRATE FLOW
ALONG SILT FENCE, INSTALL SILT FENCE
OUTLET PER DETAIL 1-B.
4. THE LIMITS OF DISTURBANCE SHALL BE
DEFINED AS THE PERMANENT EASEMENT AND
TEMPORARY EASEMENT AS SHOWN ON THE
PLANS UNLESS OTHERWISE NOTED.
5. ALL WORK WITHIN CREEKS SHALL BE
COMPLETED IN THE DRY. UTILIZE COFFER DAM
AND PUMP AROUND PER DETAILS 2-E & 2-D.
GENERAL NOTES:
1. CONTRACTOR TO INSTALL 12' DRIVE PER DTL
1-E ALONG EASEMENT FROM STATION 0+00
TO 36+50.
PRELIMINARY PLANS —
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
APPROVALS (SEALS)
N.C.R.LS. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
• 704-919-1900
LICENSE NO. P-0601

i
EXIST.100-YEAR
FLOODPLAIN (TYP.)
i
COMMUNITYIww ,ter 1
FLOODPLAIN (TYP.)
S SS
SS
SS S
S
L7- ^ TUSROL
THOMAS E SKAI S
_
DEED REF: 16841-28
AX PARCEL NO. 20921 0
IST. CONTOURS�� "
PER GIS (TYP.) � �''�''� ,(� � �. ,
EXIST. PROPERTY
�� � �' � PROP. CONSTRUCTION
LINE (TYP.) ENTRANCE PER DETAIL 1-F
—,,-- - 413 SHARON RD�
EXIST. 15' Gt�NEAGLES HOMES ASSOC
SANITARY SEWER DEED REF: 04267-276
EASEMENT (TYP.):: TAX PARCEL N0. 20921151
PROP.20' PERMANENT-
\ EASEMENT TYP
PROP. 50' PERMANENT
\ EASEMENT (TYP.)
PROP. 30' TEMPORARY �.. 0
7630 BALTUSIR LLN \ \ \ \\ \ \ \ \ — — \ \ \ / / i S CONSTRUCTION EASEMENT (TYP.) ,
/ / 9. s .
/ AA LAM BETH DA ILL V s
3d p / EXIST. 30' DEED REF: 16764-528 \ \ \ \ \ \ \ — — — — — _ — — / / COMMUNITY 100-YR
O TAX PARCEL NO. 2092112 \ \ V A / i700 BALTUSROL LN G S + / SANITARY SEWER \ \ \ \ \ \ V A _ _ — _ 565/ / / / / FLOODWAY (TYP.)
N -� 3d / EASEMENT (TYP.) \ \ \ \ — — — — _ / / / KEVIN J ROCHE
ss Q A l III DEED REF: 09161 556 J SSE
_ w 3d V A \ A \ \ — — — — — — _ / / / �AX PARCEL N0. 20921129
W SSE \ \ — / / / .... / 35k0
S-0
00 SSE 3d 3d �� A \ \ \ � --- �— '--�/ / / / ---' — 555 —� ....�..v>
— _
\ z—
\ -
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d �
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\ — — — — — — — — — 9+00 3 — — 31+00 3SS —
550--------- s_2— - — v
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- SFO
PROP. SILT FENJS
CE PER - — — — — 3ss _ 3Ss 0 s 3 — '
� — — — — DETAIL I -A (TYP.)
�un
-- RiM6.i3
— PROP. SILLn
T FENCE r'
— -- -- -- - OUTLET OUTLET PER �(� • w --- — ---- ----- FEMA FLOODWAY (TYP.)
0- DETAIL I-B (TYP.)
— — '
--- --
��� _gym ------- �58 ----- --- ----- — 600 E 4TH ST 11TH FLOOR
----------------- - ---- — —_----�'�—'— —' MECKLENBURG COUNTY
-
- DEED REF: 08345-383
TAX PARCEL NO. 20930126
E,
J'
PROPERTY
LINE (TYP.) .a� cOry�FCr
/ °TJ
J�
±1046 SF FORESTED WETLANDS
WITHIN TEMP. CONSTRUCTION
ROJECT AREA
QUAIL HOLLOW
GOLF COURSE 3
PROJECT AREA
2
uN pR
t
J�2
VICINITY MAP
N TS
i
V Know what's below.
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GRAPHIC SCALE
0 20 40
1 inch = 40 ft
EROSION CONTROL NOTES:
1. ALL DISTURBED AREAS TO BE SEEDED AND
MULCHED IMMEDIATELY UPON COMPLETION
OF CONSTRUCTION.
2. EVERY 150 LF AND WHERE LOW SPOTS EXIST
IN TOPOGRAPHY THAT CONCENTRATE FLOW
ALONG SILT FENCE, INSTALL SILT FENCE
OUTLET PER DETAIL 1-B.
3. THE LIMITS OF DISTURBANCE SHALL BE
DEFINED AS THE PERMANENT EASEMENT AND
TEMPORARY EASEMENT AS SHOWN ON THE
PLANS UNLESS OTHERWISE NOTED.
4. ALL WORK WITHIN CREEKS SHALL BE
COMPLETED IN THE DRY. UTILIZE COFFER DAM
AND PUMP AROUND PER DETAILS 2-E & 2-D
GENERAL NOTES:
1. CONTRACTOR TO INSTALL 12' DRIVE PER
DETAIL 1-E ALONG EASEMENT FROM STATION
0+00 TO 36+50.
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
EASEMENT. CONTRACTOR NOT TO CONSTRUCTION SHALL BE IN ACCORDANCE WITH
EXIST. UNDERGROUND
TELECOM (APPROX.) (TYP.) J, RESTORE DISTURBED WETLAND AREA N U / CHARLOTTE WATER STANDARD SPECIFICATIONS.
V rn ATER VAULT
NCDEQ PERMIT NO:
45 /3810 GLENEAGLES RD /
48 0 CDOT ENCROACHMENT NO:
QUAIL HOLLOW #3 Wetland AA NVMUNICIPALITY: CHARLOTTE
Pond A I HOMEOWNERS ASSOC PO
DEED REF:06012-528 WSEL: W1: 0.03 ac. Permanent Impact DISTURBED AREA: 11.6 AC.
01: 0.02 ac. Temporary Impact I TAX PARCEL NO.2091152 - Permanent clearing
- Dred in SILT FENCE PER PROP. COFFER DAM, CONTRACTOR TO USE
g g
L 1-A (TYP.) PORTADAM OR EQUAL, PER DETAIL 2-F. ALL
02- 0.06 ac. Temporary Impact WORK WITHIN POND SHALL BE COMPLETED IN
THE DRY. DEWATER WORK AREA PER DETAIL 2-D c p
- Dewatering (coffer dam)
POND LIMITS WETLAND LIMITS (TYP.) iNV 579 0
(TYP.)
5e
'E' ss DREDGE AREA
41� SS
3 1 3D1 3 ��
p � CONC. FLUME •�i
j ASS / �S y��� �� • ' � Q`/
c SS AF S SSE
OXO
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a
v� F
P
PE PE PE o
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EXIST. 20' SANITARY
SEWER EASEMENT (TYP.) J/
�ry
PROP. 10' PERMANE T
EASEMENT (TYP.) p� / EXIST. FIBER OPTIC
CABLE (TYP.)
REMOVE EX. FIBER OPTICS
A46 ) (APPROX LOCATIO
3900 SEMINOLE CT
3904 SEMINOLE CT PROP. TEMPORARY EXIST. GAS
WILLIAM 0 L HUTCHINSON GREGORY A CURRIE & ,�o CONSTRUCTION EASEMENT (TYP.) 4.. AS N MAIN (TYP.)
DEED REF: 33342-826 JENNIFER M CURRIE �o (A PROX LO TiO
TAX PARCEL NO. 20921147 DEED REF: 33016-421 SOIL STOCKPILE
TAX PARCEL NO. 20921148
/ AREA (TYP.)
PROP. 811 SAN
�pS/ SOS A / SEWER PIPE (TYP.)
3901 SEMINOLE CT
oS EXIST. STORM DAVID L FRANCIS & r
�oS DRAINAGE BETTY L FRANCIS �s
/ EASMENT (TYP.) DEED REF: 06622-524 c o
\ TAX PARCEL NO. 20921149Ac� �90 a
GLENEAGLES ROAD SANITARY SEWER RELOCATION
WATER VAULT
RIM 589.28 �S
INV OUT 584.0
18" RCP
WATER BLOW -OFF
CONC, CONTAINMENT
STRUCTURE
PROP. TEMPORARY
ACCESS ENTRANCE
(SEE SHEET 13)
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT) F N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601

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EMERGENT
WETLAND 34—
/ HEYDON HALL CR `\ " \I I I I I I P©
HEYDON HALL HOMEOWNERS
EXIST. COMMUNITY
ASSOCIATION OF MECKLENBURG INC 100-YEAR \ \ VA \ V A I / ( (D
EXIST. 33 SANITARY VA \ DEED REF: 27714-14 �4 F�El�b�l`�V-I /y ai A
SEWER PIPE TO REMAIN '.. vv\y FLOODPLAIN (TYP.) \ DQIN 4q T L I I - v v — v HEYDON HALL CR.
� � \\ PERENNIAL TAX PARCEL
� v STREAM � � � .� ` I DE�E � \3 ��io 7�\ � o \ 1 (CDOT)
IN PLACE (TYP.) / / � .v vv D R �
\ \ \ RC�L 1 a9���o
/ CW JOB #542-23 I / '''\ \� \ A M ' / © i
9+00
10+00
Property Owner Information
Parcel No
PID
Owner Last
Owner First
Propery Address
Deed Ref
OF MECKLENBURG HEYDON
61
20922380
NA
26428-124
HALL HOMEOWNERS ASSOC
ASSOCATION HEYDON HALL
63
20922381
NA
24046-84
HOMEOWNERS
.�:. .* :�: y EXIST. 100-YEAR V A \ \ \ V / � / / - 0
CW FILE #MM-2 v� = O — — \ \ / 5 51 / /
A.\. FLOODPLAIN (TYP.) � _ � I \ \ \V � \VA � D
nor EXIST. 30
SANITARY SEWER
EASEMENT (TYP.) \ \v EXIST. 20 TOP OF
BANK BUFFER TYP. � I I
--
\' \ \
STA 0+36 ::' \ — — \ \ \ \ \ \ \ DEED R :�2806�-354
\ — —
..'.' .' \\ EXIST. 15 \ \ \ \ \ \ \ \ 6 1I- \ — � :':' :'::'::'::':' \ 1 I \ TXX PX� �L O, 2Q 2�07
(499451.664, 1448628.063) \ a \ \ \ \ \ \ \ \ �' — 63/ / / —
\ ..'..'. I SANITARY SEWER \ \ \ \ \ \ 5 \ ) _ \ _ J
EASEMENT (TYP.) \
REPLACE CONE WITH FLAT f ROP. MH 1 \ \ \ \\ \ \\ # \ \ _ ;PROP. 40' TEMPORARY _� — ---
CONSTRUCTION--
N??•� # EXIST. TOP OF / \ \ \ \\ \\ /
TOP SECTION/WATER-TIGHT ?p „ _ — \
�!y R�l.:. 1 . BANK (TYP.) \ I \ \ \ \ \ \ \ \/ HE HALL
FRAMEA ND COVER, AND �': ': ''::' :'::'s.vs ` \ \ — \ \ \ EASEMENT (TYP.) 4
{{
VENT. 6' I...... `:-� ti ::. — \ \ \ — \ \� _ — — \ \ \ � 1 �` _ � v � � �=� � — \ \ 4`
r \ — W L
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— �—� \
riE F 2 i1 �s — / — D'EED R
�:3� -
\'. T EARC L I�10: 23 6 — —
/ a EXIST. PROPERTY —
lI / 9A6EYDON HALL ��
\ J�SEPH MILLER & LTSAM K L EY —.' _
— / — /
LINE (TYP. I
v
D�D�EF: 23086-3 7 550 —
�.: :':� \ . TAX PARCEL N0: 2092378 ,MARK-ML — _ _ i
/ \ �'.'.' .'. .'.
4+3
/.
/
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ROP. MH 2 � —
/':y...
l 555.9 ;�\
L
R
0
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w
77
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\ /
\
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uail Hollow Ali nment: S A. 0 Olf �. � ..' . ' ..—.' � .�....—..— .............. � .
\\ EXIST. FLOODWAY \ \ C is ........ — 1
9 _ \.
\ —
TYP. \ Exist. McMullen Creek Trunk: STA. 0 00�
(TYP.) — —
H
r
—\ —
r —
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EXIST. MH 241402
.: :.:::.: :
:
\ RlM 54 5
S \ — — — — _
EXIST.
COMMUNITY / — ___ — --- --- — _ / --- _— _----- \\ \. `.\. \.
/. S.FLOODWAY(TYP.) S -- - _--- ���= y��—y y _=��69 �� /A/�i���� v�l/=7\ _ _ _ --_ — — y v ` \ \
// v� _ , = _ „� — _ _ - STa. 7+27..6, I , —
/ _ = --- _y_--- y— —_ —v vl/` -- TH-2 _v v OP. MH 3
—� _ vim___ —v��---�_I �/ / —--_-STA5+66 _ v �_ vv v #
499917.724 1448381.779 _ _ _ \v v� � A\ \ \ r = �� _ _ lM 56 68 v v
�--
:' — v v
PROP. TEMPORARY CONSTRUCTION
3FZ35S1VIITHFI LDCkiU�G�iRD =�— -- �� ll l / `//%___—��_�__
— — _ EASEMENT ALONG GAS EASEMENT / ' ` — — —_ — — _ —
/C�4MDELAND COMPAN1� DOROtYHARIS,— EXIST. 12" HIGH PRESSURE GAS
— — �— — — v v —v v i — — — v
57� — — — _ PATRI�IA�C/I I�-AJ2IS,�ARY W�-IA_RI�IS — — �/ — _ _ v v� �v l 111� LINE (APPROX. LOCATION) (TYP.)
—__— ;--_�_ —
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TkX PARCEL-P1�2692��01- — � � _ — _ � _ � ,v v_ — -� , i lI r
��,1llcl _� — —
Soft Digs
Sample
ID
Utility
Type
Station
Station
Offset (ft.)
Coordinates
Depth to
Utility (ft.)
Easting
Northing
TH-2
Gas
5+66
15 N E
NA
NA
3.83
TH-3
Sewer
0+36
-
NA
NA
3.14
TH-3A
Gas
0+36
-
NA
NA
5.73
QUAIL HOLLOW
GOLF COURSE
3
ECT AREA
VICINITY MAP
N TS
i
•
hays below.
II before you dig.
SCAMS
VERTICAL
0 2 4
1 inch = 40 ft. 1 inch = 4 ft.
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
CDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
APPROVALS (SEALS)
N.C.R.L.S. AS BUILT
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601

1 1 +00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
01
— INGED NE / i
PROP.20'SEWER ����i �i�/� �� FALVRLA CtNBY�AIV
11� E
E�i ��i / — / /� `—
\ \ — EASEMENT (TYP.) — D.REF: 32� 87 �� MIS-241506 E
- EXIST. 8 SANITARY = -TAX p �- —
\ I v \ v � �� SEWER PIPE TO REMAIN o RIM 56�32-
1 \ s — EXIST. 15 SEWER I 557.2 (yy)
�i —
1 9+00
20+00
Soft Digs
Sample ID
Utility Type
Station
Station
Offset (ft.)
Coordinates
Depth to
Utility (ft.)
Easting
Northing
TH-1
Sewer
13+14
-
1447900.42
500473.98
5
TH-1A
Gas
13+14
-
1447900.42
500473.98
6.62
IN PLACE TYP.) a INV. U — — EASEMENT (TYP.) ( —
V� —�� / D ® E
�6WS�l
�OUT 55�1—
��i� / �� �.3E
91�4 ED ��� ��`MA-3�20b3 I _ ����.���� 3RIM 5 9EN H�4�/ —..�.. v(
— _ �� /�•. �.. \.. ��� _
It�V. IN 567.1 �� _ _ _ — D e9 ss �i��/ / \
✓C ii 1 —
/ INSIDE �ROP — — CE Iva: 2 A / 9200 WINGED Ol+�u� 3 ®�
) _ _ _ % ��� s RICARDO L & BRENDA L ELIAS _
V. IN 55 �F DEED REF: 26800 620
INS 01JT 565.5 f � TAX PARCEL NO: 20937102ZVI
\ 3 —
/ EXIST. 35 GAS / y'n�ID_ PERENNIAL STREAM .� ���
EASEMENT (TYP.)
00\ �,�
1-1
i �� ��j� �� //��� / /l// / / ° �,%i.i���� �,�v v �� BRIM 563. /
A V �. A MH-241 — -�
/ /�� ! / / f / / VA \ \ A A \S
/ - © // / / ii \ / }`� % .�/� / 1 r V �v v ��A SS ssF INV. N 5 .1 \
/ i — --� / �� // l v s S I
NV. 0 T 57. 55
EXIST. PROPERTY //�� — / A l _ / / / i ��� i �/ ' 44
EXIST. IRRIGATION
— 9100 WINGED BOURW— — �_ A s
LINE (TYP.) �/ �j // _ — i / 55 / // i A A WATER PIPE (TYP.)
I A DAVID VORONIN & B�NAV-AV / / / gg� / S ss SS ,
\ — DEED-REFS-3ss3�176� /— — - _ / / / I 560.—
,T EL 16il � "7 5— PROP. 35' TEM PORARY , / ass
��� _ _ 554.9 \.. �
. — // / IN .VN 56 / EXIST. IRRIGATION
a CONSTRUCTION -- SE /
PROP. 40' TEMPORARY ► \�� \ = — ,_ —// / IN o�T 554, 5 / / / / SPRINKLER (TYP.)
�—— EASEMENT (TYP.) / / v \
� — � _ — �� � � �/� :.�:: / � v EXIST. 4 SEWER
CONSTRUCTION / / / LATERAL TYP.
\� A — _—��� �� _ i//:. s / / EXIST. 15 SANITARY
EASEMENT (TYP.) \ \ — — — ��.__ _ — , %� = ��/ SS / // SEWER EASEMENT (TYP.) v \ v
—
� ,
d° \ —. PROP. 30 PERMANENT
V A � EXIST. TOP OF BANK (TYP.) — � ! �' � �� � � � ���� ,.ri�5�:�::.�::. � � � �—
�.�.. ��::: � EASEMENT (TYP.) . ..... � �::...../� � �� S�AN� CRAP
i ARE / / .. \ \
s. ✓ / 20 TOP OF BANK
o,/-/eN , ✓ f .:::::::::: \ \ \\ i _ �i /
d 95 H EYDO HALL C
/b I RI N FINANCE PART LLB l BUFFER TYP.
p DEED :34023 9 % ! — 8+.31. 1� / /.. �3*�, A �� / �/ bANDT AP�� /� \ �� PROP. 20' TEMPORARY—
/ SS 14s> /A� / �\ �� CONSTRUCTION
CEL NO-1*-9-04 _
i SEMEN(TYP.)—
fl MH # .��::... --....:: �:: ,�:::: ���:�:� :.. 1 \ � / EXIST YARD O EASEMENT
DRAIN INLET
i/............. .,.r. ....:...... _
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..........
E �
Jj tAI") I . VI_Ivk'I_ t I rr.) -' \ � , � i j i o � — — — — — — _ PROTECT EX. TREE
l EXIST. UNDERGROUND i
EXIST. 12" HIGH PRESSURE — — _ _ _ / I / / ELECTRIC (APPROX.) (TYP.) V'00" v _ — — — — — — _
GAS LINE(APPROX.
LOCATION) (TYP.)<0000,
3635 SMITH Et1D CHURCH RD
CAMDEE LAND CQMPANY, DOROTHY HARRI
PATRICIA 11A HARRIS, & GARY W.HARRIS
DEED REF: 24988-5��—
/ TAX PARCEL NO: 20622201 / V A — _ — — —
l�
QUAIL HOLLOW
GOLF COURSE
ECT AREA
VICINITY MAP
N TS
3
•
•
hays below.
II before you dig.
SCALES
VERTICAL
0 2 4
1 inch = 40 ft. 1 inch = 4 ft.
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
CDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
CHARLOTTE CHARLOTTE WATER
WJTER CHARLOTTE NORTH CAROLI A
�N N
wv iVv, i iic iVv.
Scales
PLAN 1" = 40'
PROFILE H or. 1" = 40'
1" = 4'
Vert.
MCMULLEN CREEK TRIBUTARY
AT QUAIL HOLLOW
REPLACEMENT SEWER
STA 10+00 TO STA 20+00
LANDTEC SRK SRK I JLD
Surveyed By Designed By DraWn By I Project—Engr Approved By
Sheet Of
9 1 22
No. I Date I By
Revision
Dote

21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
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GOLF COURSE
3
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VICINITY MAP
N TS
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SCALES
VERTICAL
0 2 4
1 inch = 4 !t
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
F N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
• 704-919-1900
LICENSE NO. P-0601

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(TRENCHLESS INSTALL)
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34+00
35+00
36+00
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LINE (TYP.) �.r..�..,.... .. .. .
EXIST. IRRIGATION WATER
PIPE (APPROX.) (TYP.)
— EXIST. IRRIGATION
SPRINKLER (APPROX.) (TYP.)
37+00
38+00
39+00
40+00
Property Owner Information
Parcel No
Owner Last
Owner First
Propery Address
Deed Ref
PID
53
SEVEN EAGLES HOMES ASSOCIATION
C/O THE HARRIS LAND CO
NA
25991-859
20938298
54
THE HARRIS LAND COMPANY
NA
06144-067
20938205
55
HARRIS LAND CO (THE)
NA
1 06144-067
120938299
INSTALL VIA PIPE BURSTING
(TRENCHLESS INSTALL)
Soft Digs
Sample
ID
Utility
Type
Station
Station
Offset (ft.)
Coordinates
Depth to
Utility (ft.)
Easting
Northing
TH-4
Gas
36+73
-
NA
NA
2.89
TH-5
Water
36+38
5 E
NA
NA
4.82
TH-6
Electric
36+24
6 E
NA
NA
1.83
STA. 36+98.82
— —
EXIST. MH 240028
- — — —
RIM = 581.88
----
—
56
8443 WINGED BOURNE /
I
.MM 681�2 J R III I/T HENDRICK & ROBERT RICE— j�
V. IN 73.3
: DEED REF: 16508-286
... TAX PARCEL NO: 20938203
NV. OUT 573.1
INSTALL VIA PIPE BURSTING
.//' EXIST. 4" — (TRENCHLESS INSTALL)
A. 40+87.24
'IST. MH 24004
N = 585.94
ECT AREA
QUAIL HOLLOW
GOLF COURSE
3
VICINITY MAP
N TS
i
•
hays below.
II before you dig.
SCAMS
VERTICAL
0 2 4
1 inch = 4 ft.
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
CDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
APPROVALS (SEALS)
N.C.R.LS. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601

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DEED REF: 02437-5,71
EXIST. IRRIGATION — — /
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PARCEL NSl: 20956101 � /3��....;y..........� ............... ...3� �
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3219 SE EN EAGLES RIM 57j.
ERIC SEVEN
999DEED REF �861
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— — / pC©
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_ — \ CONTRACTOR TO VERIFY INVERT E
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— —
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3, 3 EXIST. SAN. SEWER PIPE F
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v RIM = 570.42
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ROJECT AREA
QUAIL HOLLOW
GOLF COURSE
M
VICINITY MAP
N TS
V Know what's belOW.
Call before you dig.
GRAPHIC SCALES
HORIZONTAL VERTICAL
0 20 40 0 2 4
1 inch = 40 ft 1 inch = 4 !iL
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
CDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
APPROVALS (SEALS)
N.C.R.LS. (AS BUILT)r—
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
• 704-919-1900
LICENSE NO. P-0601
CHARLOTTE CHARLOTTE WATER
WJTER CHARLOTTE NORTH CAROLI A
Scales
PLAN 1" = 40'
PROFILE H or. 1" = 40'
1" = 4'
Vert.
MCMULLEN CREEK TRIBUTARY
AT QUAIL HOLLOW
REPLACEMENT SEWER
STA 40+00 TO END
& LA TERAL TO SERVE
3237 SEVEN EAGLES RD
No. I Date I By I Revision
LANDTEC SRK
Surveyed By Designed By
SRK I JLD
Drawn By Project—Engr Approved By
Dote
0111111
Sheet Of
12 1 22

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• •• ••
12" SANITARY SEWER MAIN PROFILE
SCALE: 1 "=40' HORIZ.
1 "=4' VERT.
'BAlle,VEXIST. UNDERGROUND �T ECT
TELECOM (APPROX) (TYP.) )HRI11M
-241128
592.90
EDGE OF WATER INV IN 587.0 (LAT)
J� SURFACE (TYP.) INV IN 586.5 (LAT)
INV OUT 586.0
SANITARY SEWER
EASEMENT
15' PSDE (MB 21 PG 867
J � (MB 21 PG 3
\ 867) om
0' PSDE (MB
1 PG 867) �� A
TER
45 INV 78 i / Nx
-3810 GLENEAGLES RD y � IN 8.0
EXIST. 15 SANITARY QUAIL HOLLOW #3 POND MH- 24
SEWER EASEMENT HOMEOWNERS ASSOC WSEL: 580.15 RIM 95/ i
OUTLET STRUCTURE (TYP.) DEED REF: 06012-528 INV •I 576.
RIM ELEV. 580.15 TAX PARCEL NO. 2091152 IO NV N :7 (N) • \
EXIST. 12" SANITARY / STA. 0+00 % \
SEWER PIPE TO REMAIN )(/$T MH 241121 ���J
IN PLACE (TYP.) -
RIM - 582.32
BEGIN CONSTRUCTION,
CORE EXIST. MANHOLE, STA. 2+28.36
CONCAFL ME INSTALL RUBBER BOOT, & EXIST. MH 24112
PLUG EXIST. 12 MAIN RIM__
R 176.4
EXIST. SAN. SEWER PIPE Iyfe
(N)
20' SANITARY INV IN• 5. •(W)
TO BE ABANDONED
�j SEWER EASEMENT INV U .2
(MB 21 PG 867)
3J1 3J1 131 3J1 Q
\ CONC. FLUME
- -SSE .28 36
J� MH-2411'f6
RIM 582.12
15' SANITARY INV IN 577.2 (SE)
SEWER EASEMENT INV IN 574.6
(MB 18 PG 157) INV OUT 574.6
PROP. 10' PERMANENT
EASEMENT (TYP.)
PROP. 20' TEMPORARY -
CONSTRUCTION EASEMENT (TYP.)
TCE
MH-2411 1 \
RIM 582.32
INV IN 580.3 +/- (LAT)
INV IN 575.0
INV OUT 574.8
1+00 N36'3341 "W 2+0
194.04" PE `� \
RE
V 58 14 5 /\.
TCE .._ \ \\ \ . . \\
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18 PG 157) �\
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OP MH # 1 A
3900 SEMINOLE CT RIM = 584.33
3904 SEMINOLE CT GREGORY A CURRIE &
WILLIAM O L HUTCHINSON JENNIFER M CURRIE
DEED REF: 33342-826 DEED REF: 33016-421 N08'38'10"W
TAX PARCEL NO. 20921147 TAX PARCEL NO. 20921148 21.35'
PROPERTY
STORM DRAINAGE
S EASEMENT (TYP.) 48
LINE (TYP.) �pS/ �°
GRAPHIC SCALES /
ZONTAL VERTICj
I 1 inch =�0�t� 1 inch = 4 ft
/ 3901 SEMINOLE CT
DAVID L FRANCIS &
oS �oS BETTY L FRANCIS
DEED REF: 2
TAX PARCEL NO. 0. 209210921149
1�
A
//
SS k
,
FIBER OPTIC LINE (TYP.)
H-2 126
RIM 0.28
IN IN 584.7
IN 579.4 (0.
S
S
DROP)\
V OUT 579.3
WATER VAULT
RIM 589.28
INV OUT 584.0
18" RCP
WATER BLOW -OFF
CONC, CONTAINMENT
STRUCTURE
CONSTRUCTION ACCESS
DRIVE (SEE
THIS SHEET)
REQUIRED TRAFFIC
CONTROL PER DETAIL 4-C
FIBER OPTICS END CONSTRUCTION, CORE EXIST.
(APPROX. LOCATIO MANHOLE, INSTALL RUBBER
\ BOOT, & PLUG EXIST. 12" MAIN
TEMPORARILY REMOVE 4" As MAIN
(A ROX. LOC TIO
ORNAMENTAL STONE EDGE -OF -PAVEMENT (TYP.)
AND RESET. REMOVE &
REPLACE FLUME TO GAS MAIN (TYP.)
MATCH EXIST.
BACK -OF -CURB (TYP.)
SIDEWALK (TYP.)
,tic
cs
gp`83J
0+00
1 +00
ACCESS DRIVE PROFILE
SCALE: 1 "=20' HORIZ.
1 "=2' VERT.
EXIST. CURB TO REMAIN
I /1 /1 r/. /'. P%0% I A
PROP. SLOPE 2:1 --v
EDGE OF WATER
SURFACE (TYP.)
PROP. TEMPORARY
CONSTRUCTION EASEMENT (TYP.)
EDGE -OF -PAVEMENT (TYP.)
GAS MAIN (TYP )
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
GRAPHIC SCALES NCDEQ PERMIT NO:
HORIZONTAL VERTICAL CDOT ENCROACHMENT NO:
0 10 20 0 1 2 MUNICIPALITY: CHARLOTTE
1 inch = 20 ft 1 inch = 2 ft DISTURBED AREA: 11.6 AC. No. IDote By
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
X
PROP. SLOPE 1.5:1
_a
y•
WW W W \
W y i
`161
-POND -
WSEL: 580.15
Revision
PROP. PERMANENT
EASEMENT (TYP.)
2+00
9
Rp.
QUAIL HOLLOW
GOLF COURSE
VICINITY MAP
N TS
( -1 i
• 0
itt)
Know what's below.
Call before you dig.
CDOT:
1. NO EXCAVATION WITHIN THE CLEAR
RECOVERY ZONE SHALL BE LEFT OPEN
OVERNIGHT.
2. CONTRACTOR SHALL RESTORE ANY
DAMAGED CURB.
3. PROPERTY TRAFFIC CONTROL SHALL
BE MAINTAINED AT ALL TIMES IN
ACCORDANCE WITH THE CDOT WATCH
MANUAL DIAGRAM 12.
4. CDOT APPROVED PERMIT AND PLANS
SHALL BE ONSITE AT ALL TIMES.
CONTRACTORS ARE TO HAVE IMMEDIATE
ACCESS TO ALL TYPICAL TRAFFIC CONTROL
DEVICES (ARROW) BOARDS, TYPE II & III
BARRICADES, REFLECTORIZED BARRELS,
CONES, SIGNAGE AND QUALIFIED
FLAGMENT ON SITE.
5. NEITHER CONSTRUCTION
EQUIPMENT NOR OPEN EXCAVATED AREAS
SHALL BE LEFT WITHIN RESIDENTIAL
RIGHTS -OF -WAY OVER NIGHT, UNLESS
OTHERWISE APPROVED BY CDOT
INSPECTION STAFF OR PERMISSION
GRANTED BY PRIVATE PROPERTY OWNER
OUTSIDE CITY RIGHT-OF-WAY.
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
F N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
• 704-919-1900
LICENSE NO. P-0601
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE NORTH CAROLI A
Job No.
File No.
MCMULLEN CREEK
TRIBUTARY
Scales
AT QUAIL HOLLOW
PLAN
1'=40 /1 =20'
PROFILE H or.
1'=40'/1"=20'
1"=4'/1"=2'
GLENEAGLES
ROAD
Vert.
SEWER RELOCATION &
ACCESS ROAD
As Built
Dote
LANDTEC
MLH
IALH
JLD
Sheet
Of
13
22
Surveyed By
Designed By
DroWn By
Project-Engr
Approved
By
Dote

EXIST. 12" HIGH PRESSURE ` \ \ \ \ J /Y--0
�- — _ — — — — — COMMUNITY FLOODPLAIN
�ISTA.j
\ I (FUTURE) (TYP.)GAS MAIN (TYP.)5 A v v _ ---- v / / / r rr ri �'----
PROP. MH #1::.: :::::::: ::::::::::: ' EXIST. 35' GAS EASEMENT (TYP.) \ \ V �/� — — — — A i / l / / / / // i i �/ �/ i i
/ FEMA FLOODPLAIN (TYP.)xx
1M = .Jr52, p2 PROP. TEMPORARY CONSTRUCTION v v v v v — //EASEMENT(TYP.)buall Hollow Alignment• STA_- 4(ZO - - _ - - - - - v \ v v v v - - /
Exist. McMullen Creek Trunk: ��A: -0+_00 _
3�2 — — _
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RIM_ ,/ --- ---- ' i i A3 bb �6LE AGLES D
549.85 _ — — — — — — — — / / / — A '�
_ i i i i i i PROP. PERMANENT — — —
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:::::.. v� ---- -- -EASEMENT(TYP.)VA\r�x�AR ELN :20956101� -60F22) __ — RIM = 556.4.0 �
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J J RIM - 554.7,
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__ ENCROACHMENT FEMA _� E
AREA (TYP.) FLOODWAY (TYP.) 77.
�,0321� N3ll(1W'JW ////
\ MCMULLEN CREEK
E E E E E CENTERLINE PER
E �E 3
GIS (TYP.)
NOTES:
1. SEE REHABILITATION PLAN SHEETS FOR
PROPOSED MANHOLE REHABILITATION
ON MCMULLEN CREEK INTERCEPTOR
3 3 3 �- 3
3 3�� 3 �'SS�
S
SSA 4909 LINDSTROM DR S
/ 1 LIND TR M DR JACOB FOREMAN
SS BRUCE W LOCK DEED REF: 29957-752
DEED R 378-391 TAX PARCEL NO. 20933245 S \
/ \ 4851 LINDSTROM DR TAX P EL 0.20933244 S
r SS PAUL C GIBSON
/ DEED REF: 06902-396
-r %j' TAX PARCEL NO. 20933243
8 43 LINDSTROM D 4917 LINDSTROM DR SS \-
555 / WIL WELL LISA M HOOD
�_ SS i EED RMn955 DEED REF: 09618-723
555 4835 LINDSTROM DR TAX PARCEL 0W20933,Bk12 TAX PARCEL NO. 20933246
550 \ �� �- STANLEY PAUL ROSTAS \Y I
DEED REF: 06998-310/� SS
TAX PARCEL NO. 20933241 \
ss /'
\ 4827 LINDSTROM DR \ I 45 LI�NDROM^DR /
11 z ? , _ V COMMUNITY FLOODPLAIN
�w / r �� _ _ PROP. 20' PERMANENT �� ��M� A \ (FUTURE) (TYP.)
/ / r EASEMENT (TYP.) \ W i - a \ p \ FEMA FLOODPLAIN
EXIST. 15 SANITARY 3700 GLENEAGLES RD
— — SEWER EASEMENT (TYP.) �,Q — A (TYP.)
i W QUAIL HOLLOW
EXIST. IRRIGATION PIPE W — v" COUNTRY CLUB
(APPROX.) (TYP.) / — W DEED REF: 02437-571 \ o \
TAX PARCEL NO: 20956101
EXIST. IRRIGATION / � � � � � a ��
SPRINKLER (APPROX.) (TYP.)
Props McMullen- 30ln Relay: STA. 0+00 — — — -
�
Exist. McMul%n Creek Trunk: STA. 12+87.66 �� a \ PROP. 20' TEMPORARYCONSTRUCTION EASEMENT (TYP.)
PROP. 50' PERMANENT EXIST. MH-#241449
EASEMENT (TYP.) 55�1.23
ram, W i
EXIST. 30' SANITARY r / W3a
3a / W
'l
_SEWER EASEMENT (TYP.) /r 3d � / �"°� �siu� � �'� � :��-.,3D�.
1 3d
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5� 0+00 SS ��''sW /�::d::::::::3�1:.� \\ \� \ �V A\� Pr�icMull� �30�n loy: STA: 3/+�74.02
v v EX Ts McMullef Creek Truk I STA : 16+61. 68
EXIST.- MH--241465
3� rj0---�SS SSE 3d. �. A� �
i
ass - \N /N' ------ --�. \ ' �; — R1A��553 65-
� S � I SS��SS � -- --3SS_ 9 --3SS -- z•� SSE \ �' �.'
SS I SS I 3Ss _ — _ _ any _ N75• e SSE
3SS e,
SS I I — _ — Aq — _ \ 3i3��ir� ;
SS
_ y m S 3SS — `F 374 o2 •�,��, /
SS Q — — — 3SS 3SS 3+ SSE 4� e
00 \ -\ — — —
E
1
0' .0 R/Ai
O
v 8. —
� — — EXIST. PROPERTY
LINE (TYP.)
E REMOVE AND REPLACE �'F<+. `� 6•+ v \
MCMULLEN CREEK
CENTERLINE (TYP.) „ ,� 1
f364 LF 30 SANITARY E \\ F � ��
E SEWER (C905 PVC DR21)
E MATCH EXIST. INVERTS *44., wq::
*44HOr
EXIST. CREEK (TYP.)
COMMUNITY a �� �� �� A ��_�� qcF F<� + A
/Q BALTUSROL LN
\ / 4 WATERS CONS UCTION CO INC \ \
ENCROACHMENT AREA (TYP.) � FEMA � _ w�ti r w.,4ti�
FLOODWAY (TYP.) EXIST. 35 GAS \ / �, Try '�'a DEED REF: 04 -267
3 3 EASM ENT (TYP.) A\ �� �t.Sy'4',� TAX PARCEL NO. 209211 \\��\
`J' d
m
s
I Z�-- ---_ -- - // ///
VICINITY MAP
N TS
•
V Know what's below.
Call before you dig.
GRAPHIC SCALE
0 20 40
1 inch = 40 ft-
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY. CHARLOTTE
DISTURBED AREA: 11.6 AC.
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
F N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601

830 DOUBLE EAGLE GA WY \ \ \
/ A OE OREEWARz KIN \
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�\ 24 GARYDOUBLE EAGLE GATE B DOUBLE EAGLE GATE OR
M/h GARE WALLEEl: HCR HARI9§IEVLA BIORDAN&PHILLIPIJORDAN/ I
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8412 DOUBLEECO GA SE �JY
TAK PakcEL no. io5io113 CAM D%E I.4NL NOOO 121 Ilry_I
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8411 DOUBLE EAGLE GATE WV
41�L� PANY LLC
MCAMDEE LAND COM_
G�EGATEWgy M/y WR TAxPA°1ELw°o°20�oa2s
/M H 240050
\ 3001 WALLER WV I P
UNITED PROPERTIES GROU P LLC "� RSVr
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0
8400 DOUBLE EAGLE GATE WV
1V / CAMDEE LAND COMPANYDEED LLC
NV e 8417 DOUR LEEAGLEGATEWV RAW TAi vnacEL No. 20920123
3007 WALLER WY
GR
UNITED PROPERTI ES GROUP LLC UNITED
OERE1 LEER324 340UPu
y IPPX
TAXPARCELNO I.I.TR TAX PARCEL No.Co9?ELL9
P 8411 DOUBLE EAGLE GATE WY
MATTHEW ADPED RE'
'O... N 11e SELLERS
CEL
3138 SHILLINGTON PIE
EPARCEL No I , L 6
I
320C SHILLINGTON PC
VIR MIAA V
TM1LPI1ELNO. Es43TL3
EXIST. RETAINING WALL
8405 DOUBLE EAGLE GATE WY ^ I (TYP.)
MI CAMDEE LAN DCOMPANV LLC U1
DEC Nog r
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RM'�R/w� � BOO � TAX PARCEL NO.z zoaa
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1� MH-240048 v� 0_ Esa3_LP
MH-240047
1 PROP. 15' TEMPORARY CONSTRUCTION m
PROP. CIPP REHAB PIPE
EASEMENT (TYP.) (TYP.)
dU r
PROP. 20' PERMANENT
EASEMENT (TYP.)
EXIST. 15' SAN. SEWER o 8425 URAL \ \
EASEMENT (TYP.) \R LEE IHER171 ART OLO IIEL!
1 NO
8443 WINGE BOURNE
MH-240028 1RIIII/T�HEENRDRIC CE&ROBEERTRI 8407 WI
IN ABHI HEK A&�
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VMH-240027 r
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sid.... s"'� ss ss ss
ss ss sss3ss .....e<.:.....•---r=s -T55: >.::::E::
8414 EAGLE GLEN
ELLIS RHVNE DAVIS & LISA E DAVI41
DEEP PC .
a TAX PARCEL NO. za138111 T/
\ 3216 SHILL ON �P�L �6�
PAUL DOM �Nl�6�F'
TAxPADE R�E 3 Ill
\ 32 6 GTON PC
\ S N TEWMAN
EE EXIST. 8" SAN SEWER TA IE``No'09""'
PIPE (TYP.) \
0 \
\ MH-240404 MH 240406\\
\ o
3236 SHILLINGTON PL
'ILV�N G CONNAUG HT1
FAR LRI s I3211
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NEDREF APRICE02
TM PARCEL ETA
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MIC
TAX PARH4 No. IRI POII
(APPROX.) (TYP.)' ^�
0
o/
8406 EAGLE GLEN
R ELLISON & SHARVN D
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\ �=1P=s CIPP � CIPP _ CIPP E Lam% �_ G�P
3=�
M H-240409
�N o \
M H-240439
'�25SON PIT
I HIIf�
, FWWSSMAN
MH-240448
/
PROP. 20' PERMANENT
EASEMENT (TYP.)
i° E N3
s�. \� 2404304U\ 4
6805 HONORS Cr
.... .. .E EK..
IEL
IA.NO
sE�
SHILLI NGT� PITT, MC6 RE
3309E LLIN
.T'E0' E
P RE'
rvo
GRAPHIC SCALE
0 50 100
1 inch = 100 ft.
MANHOLE REHABILITATION PROJECT
Existing
Manhole
Rim to
Bench and Invert Channel
Pipe Connections
ID
Invert
Clean Manhole
Frame and Cover Rehabilitation
Interior Wall Rehabilitation
Rehabilitation
Rehabilitation
Install water -tight frame and cover or dish
MH-240049
10.6
Rebuild bench and invert
Seal pipe connections
insert due to flooding
MH-240028
9
Rebuild bench and invert
Seal pipe connections
MH-240027
9.4
Replace frame and cover
Rebuild bench and invert
Seal pipe connections
MH-240406
8.5
Debris Removal
Raise to grade; Reset frame and cover
Cementitious Lining (1/1 and structural)
Cementitious Lining (1/1 and structural)
Seal pipe connections
Replace frame and cover; Install water -tight
MH-240409
7.8
Debris Removal
frame and cover or dish insert due to
Rebuild bench and invert
Seal pipe connections
flooding
MH-240430
7.6
Debris Removal
Replace frame and cover
MH-240448
8.9
Replace frame and cover
PIPELINE REHABILITATION SCHEDULE
PIPE
UPSTREAM
DOWNSTREAM
DISTANCE
CLOCK
LOCATION
PIPE
TV
PIPE
DATE PRE TV
DATE REHAB
REQUIRED
ASSET
MH
MH
FROM
POSITION
ADDRESS
DIAMETER
LENGTH
MATERIAL
COMPLETED
COMPLETED
SEWER
ID
UPSTREAM MH
(inches)
(feet)
REHABILfrATION
8400 Double
GM-14898
MH-240050
MH-240048
See Note 1
CIPP Lining of lateral
Eagle Gate Way
GM-14900
MH-240047
MH-240049
8
308.1
VCP
1/9/2019
CIPP Lining
GM-14931
MH-240430
MH-240409
1
1 8
1 225.5
1 VCP
1/10/2019
CIPP Lining
Note 1: Distance not known as defect found via smoketesting
MANHOLE REHABILITATION PROJECT
Existing
Manhole
Rim to
Bench and Invert Channel
Pipe Connections
ID
Invert
Clean Manhole
Frame and Cover Rehabilitation
Interior Wall Rehabilitation
Rehabilitation
Rehabilitation
MH-240017
8.4
Rebuild bench and invert
Seal pipe connections
MH-240012
9.7
Install frame -chimney seal
Rebuild bench and invert
Seal pipe connections
Replace frame and cover; Install water -tight
MH-241539
4
frame and cover or dish insert due to
flooding (cover defective)
PIPELINE REHABILITATION SCHEDULE
PIPE
UPSTREAM
DOWNSTREAM
DISTANCE
CLOCK
LOCATION
PIPE
TV
PIPE
DATE PRE TV
DATE REHAB
REQUIRED
ASSET
MH
MH
FROM
POSITION
ADDRESS
DIAMETER
LENGTH
MATERIAL
COMPLETED
COMPLETED
SEWER
ID
UPSTREAM MH
(inches)
(feet)
REHABILITATION
8443 Eagle Glen
GM-14895
MH-240033
MH-240027
See Note 1
Replace Broken Cap
Charlotte
GM-14607
I MH-24003
i MH-239996
332.7
3
3219 Seven Eagles Rd
8
420.3
CIPP
1/7/2019
To hat lateral connection
Note 1: Distance not known as defect found via smoke testing
LEGEND
SS SS SS
PE PE
TICE TICE
CIPP — CIPP — CIPP
PB PB
O
EXIST. SANITARY SEWER PIPE
EXIST. SANITARY SEWER EASEMENT
PROP. PERMANENT EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
PROP. CIPP REHAB PIPELINE
PROP. PIPE BURST PIPELINE
PROP. REHAB MANHOLE
EXIST. MANHOLE
EXIST. SEWER LATERAL
GRAPHIC SCALE
0 50 100
1 inch = 100 ft.
�o Q
PROJECT F
ARE
GLE R�.
G1-ENS' —
QUAIL HOLLOW
GOLF COURSE
0
a OG��F
c�
VICINITY MAP
N TS
-1
i
t iV Know what's below.
Call before you dig.
Rp.
PROJECT AREA
GOLIL HOLLOW
F COURSE
VICINITY MAP
N TS
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
PRELIMINARY PLANS —
NOT FOR CONSTRUCTION CHARLOTTE CHARLOTTE WATER
CONSTRUCTION SHALL BE IN ACCORDANCE WITH W16TER CHARLOTTE NORTH CAROLI A
N N
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO: MCMULLEN CREEK TRIBUTARY
NCDOT ENCROACHMENT NO: Job No. File No. Scales AT QUAIL HOLLOW
MUNICIPALITY: CHARLOTTE PLAN 1LL = 100, REPLACEMENT SEWER
DISTURBED AREA: 11.6 AC. PROFILE N/A
H or.
Vert. NSA PIPELINE REHABILITATION PLAN
Sheet Ofhe
LANDTEC SRK SRK JLD She 22
No. Dote By Revision Surveyed By Designed By Drown By Project—Engr Approved By Dote 15

M H-233169
8954 WINGET
FJOHN D WILLIAMS & AN[
11 GREENCASTLE DR
ANDREW AH
DEED RE
AX PARCEL46 17911248
X/(�'�j
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\ A ES INGDN II WHITE
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TAX R�C�b. 17911253EXIST. 8" PVC SAN.
SEWER (TYP.)
UP
R,w 3
d
8019 GREENC STLE DR
OHN A DRA\IAUGH
DEED REF: 317741207
MH-233173 TA17PARCEL NO. 17IJ1 49
A
77
Z\ d O
DR O
LIPPI
s
343
\ O O \
\ 8027 LE RD
3
d M R7 883 ICK
� DR F
3REE V,C STLE D `O \ \ AX PARCEL NO. 911250
OVARD
MH-233184
92
M H-233193
� Mir
8101 GREEN CASTLE RD
HEIDI HODA KABLAWI
DEED REF: 33951-540
TAX PARCEL NO. 20950102
3901 AYRSHIRE PL
MOSEN MOTALEB
DEED REF: 08898-740
AX PARCEL NO. 1791125
SHARON RD (CDOT)
R/W
705 S\ HAR,ON R�
KE OGAN`
D D REF: 34048-682
TAX PA EL NO. 20950101
O
MH-233197
�5
6701 S AR RD
17-2 IH B RR ER
REF: 2269- 46
TAX PA C L 0. 209 0142
y I
3908 AYRSHIRE PL
MATTHEW J EPH SANICOLA
DEED REF 31059-055
TAX PARCEL NO.17911261
I 3900 AYRSH E PL I
DAVID K HOF MAN
DE=NO. 2-779
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904 WUR E
NNVI PA S
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MH-239902 LIE.
ANW, "M
MM
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8931 WINGED BOURNE 913 NgNGED BO E 1ERRY W 1R ROBBINS `& �P ROBBINS
MH-239636 I �'' RRY LERN ER&GLORIAKLERggER WIL W EE°REF. ss 3e°° 8$11 WINGED NE
of ° O '''i�`'Er�-0���> ' .� , -�PF EW43-696
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TAX PARCEL NO: 20937201
L-239639 -� MH 239915 J
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\'I\I TAX PARCEL NO 10937209 141
F �ly LL 1
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9016 ED BOURNE O 7_ , TAX m PARCEL rv°. 20937e /
.��Io o� �E E,`,1' LL V �C�
✓ �" MH-239927
2EPLACE BROKEN
:LEANOUT CAP
f LATERAL
LINING
8918 WINGED eOU ENE
BETSV C HARRINGTON.
NO 209371
M H-239643
O �
7TTO- 7- 7- 77,
fED
3 SHARON R%649SHA0 7-q RREFR 5715-EUN-MIYU TACELNO.20928617
ED REF: 32702-682
TA PARCEL NO. 20928622�
8806 WINGED BOURNE
WILLIAM V ROBERTS
M H-239925
55 WINGED BOO E I /
NORMR%OHCN & NATAL COHEN M H-239917 / ss
°111 /
A �b
MH-241487 EXIST. SEWER /
55 0 LATERAL (TYP.)
MH-241471 MH-241481 0
s
sY
9030 WINGED BOURN
JONATHAN CLARK HICKMAN &ALLISONRHIC EXIST. 15' SAN SEWER
PA' °ELN. E zsl
PROP. 20' PERMANENT \" EASEMENT (TYP.) F
EASEMENT (TYP.)
�F O PROP. CIPP REHAB MH-382001
O PIPE (TYP.)
WINGED BOURNE
\ T@F N R "EN
A & CINDY LATORR
O EXIST.12" �0
GAS MAIN / 911a EI,DO MH-241506
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J` E DE SHARO11 OMPS
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y \ 9100NINED BOURNE
I� DAVIDjORONIN & & BIANA M VORONIN�'
TA PARC `
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O M H-241449 1 s
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NEE° 3a°23- .............................
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H EVDO HALL CR ..�'� ...... .... ................ �..::.:.. y
........::T:, ......... .... ...............
IOSE ARMARIO& ........... ...........:::: :::::::::::::�' ... .....
3]1.
MARIANELA ARMARIO k,. ... .�� .✓r'..:::� ... ..... ............................:::::::........:.....: :: ..:.::!':::
Im
�MH-239923 ��� A` /
PROP. CIPP REHAB O
PIPE (TYP.) /
00
Ss _120IED Bblc f E
RICARDRDEE L&BRENDA LELI4 d
°°A°`E`"°'°93"°' MH-241519 �- 0 MH 239917
�30
3241 SEVEN E.
S\\ \ E CAMERO
— ss s ` & D
Es
SIX
O\
\00TAX PARCEL NO
3Is
IND _3
P j MCMULLEN CREEKTR/8. \ 3ss= E
0 o w
4_1
��ool
�,��R/
/ �M H-239940
GRAPHIC SCALE
0 25 50
1 inch = 50 fE
MANHOLE REHABILITATION PROJECT
Existing Manhole ID
Frame and Cover
Rehabilitation
Interior Wall
Rehabilitation
Bench and Invert Channel
Rehabilitation
Pipe Connections
Rehabilitation
MH-233193
Frame chimney seal
Rebuild bench and invert
PIPELINE REHABILITATION
SCHEDULE
PIPE
ASSET
ID
UPSTREAM
MH
DOWNSTREAM
MH
DISTANCE
FROM
UPSTREAM MH
CLOCK
POSITION
LOCATION
ADDRESS
PIPE
DIAMETER
(inches)
TV
LENGTH
(feet)
PIPE
MATERIAL
DATE PRE TV
COMPLETED
DATE REHAB
COMPLETED
REQUIRED
SEWER
REHABILITATION
GM-6307
MH-239925
MH-239909
8
293.0
VCP
1/17/2019
CIPP Lining
GM-6308
MH-239902
MH-239643
See Note 1
8918 Winged Bourne
CIPP Lining of lateral
GM-22085
MH-239915
MH-239917
See Note 1
9133 Winged Bourne
Replace Broken/Missing Cleanout
Caps
GM-22089
MH-239927
MH-239923
See Note 1
9147 Winged Bourne
CIPP Lining of lateral
GM-22090
I MH-239923
MH-241506
1
8
305.4
VCP
1/8/2019
CIPP Lining
GM-22091
MH-239643
MH-239636
See Note 1
8934 Winged Bourne
I
Replace Broken Cap
GM-22223
MH-241481
MH-382003
6
1
8
187.9
VCP
1 1/10/2019
CIPP Lining (roots, cracks)
Note 1: Distance not known as defect found via smoke testing
LEGEND
SS EXIST. SANITARY SEWER PIPE
—SSE EXIST. SANITARY SEWER EASEMENT
PE PROP. PERMANENT EASEMENT
TICE TEMPORARY CONSTRUCTION EASEMENT
CIPP — CIPP — CIPP PROP. CIPP REHAB PIPELINE
PB PB PROP. PIPE BURST PIPELINE
®� PROP. REHAB MANHOLE
O EXIST. MANHOLE
EXIST. SEWER LATERAL
SS
SS
— PE
GRAPHIC SCALE
0 50 100
1 inch = 100 ft
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
No. Dote By I Revision
�o pG
PROJECT
AREA
qS
ERo3 ��
GLEN�'G� RD
QUAIL HOLLOW
�p GOLF COURSE
cF
�Z
C�
VICINI I Y MAN
N TS
1-1
i
t
V Know what's below.
Call before you dig.
�o 0
G
G �0� 0
G1-E RD.
�O
GLENS
QUAIL HOLLOW
GOLF COURSE
Q
OG
a �
tiF
PROD CT
AR
�v
VICINITY MAP
NTS
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE N0. P-0601
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE NORTH CAROLI A
MCMULLEN CREEK TRIBUTARY
Job No. Scales File No. AT QUAIL HOLLOW
PLAN VARIES REPLACEMENT SEWER
PROFILE N/A
H or.
Vert. NSA PIPELINE REHABILITATION PLAN
As Built Dote
Sheet Of
LANDTEC SRK SRK JLD 16 22
Surveyed By Designed By DroWn By Project—Engr Approved By Dote

EXIST. IRRIGATION
SPRINKLER (APPROX.) (TYP.)
MH-521736 EXIST. IRRIGATION
PIPE(APPROX.) (TYP.)
°
COMMUNITY 100-YEAR
FLOODPLAIN (TYP.)
� 1
YEAR FLOODPLAIN
i
.� FLOODPLAIPLAIN (TYP.)
Im M ° PROP. 20' TEMPORARY
<—,, r °� CONSTRUCTION EASEMENT
\ EXIST. 8" VCP SAN. 00 GLE NEAGLES RD MH-241465
7 G ° \
SEWER PIPE (TYP.) ml QUAa ROLLOW \
/ COUNTRY CLUB
;:a;::;:;::p'"
APARCEL
................................
,,,,,,;;;;;;;;;;;;;;;;;;;;;;;;;; W
' I ..:SE...
M H-78253 � :
9/ssE / sE
M H-241449
SSE / s
1 —
'1 a0
LrLIN°EETMEN.=LT
5 / EAIC
_ M H-241474 1 � �� '�A aE` °sz svazs
7601 e a2D98� �
ET
aRoDEITITRI RD LN
2.
ARELNo
j COMMUNITY 100-YEAR \ ��
FLOODWAY (TYP.)
EXIST. 12" VCP SAN. t �
FEMA �l
SEWER PIPE (TYP.) — �L FLOODWAY (TYP.)
_ A
j7620 BALTUSROL LN
WATERS CONSJgNCS10N G91mE C a
_TAX PARCELND.2D92,L22
ass�r" PROP. 50' SEWER
EASEMENT
ss A2 m EXIST. 30 SEWER i
� E „
\A EASEMENT
/ I
�E EXIST. 30" SAN —
7630 BALTUSR LN
EXIST. 30" RCP SAN 3d SEWER PIPE — — — — MAxLANET '7 A L
". —
w SEWER PIPE (TYP.)PARCELN0.2D922u
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SIR
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/ 311 311 3n
...
3 400A KIN R HOOD
CAR
DAMES R H000 4001 RW,?O OTE CIR�-
06862 273c JOHN HARWO BEACHAM \ a 1 P•
TAX PARCEL No. 20933251 E NO IR 31212 \ \ a
DEED
/ \
ZM H-241442
M H-241439 \�
4006 KINGSCOTE CR
UDAVLEE5AN RELKBHADRA \
TAX PARCEL No 2D9332ED
/ 011 L.IIIEIRG
LN
DA DIDLEEARMBRUST \ \
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A%N PARCEL N0. 209MI34
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TAX I—ELN. 20930.32
\ 4423sHARo�I F � � EXIST. 100-YEAR
GLEN El LEI1EARCT NOMi sac FLOODPLAIN (TYP.)
\ TPAR�ELND.2D92,u,1
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sF� / FLOODPLAIN (TYP.)
\\ \ s \ \ 1 �Ax OR
\ J
v
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s\�\\\ MH-256242
\ 4900 QUAIL CMYON DR
TAVEOR SANTRh S
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1 \
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TAx PARCELNa20930T0s
47
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588
TAx PA9CELNo.2093013i oLas n-r�2'r'rn2
4844 QUAIL CANYON DR
SERGIO A KOPPANV
GRAPHIC SCALE
0 50 100
1 inch = 100 ft.
MANHOLE REHABILITATION PROJECT
Existing Manhole ID
Frame and Cover
Rehabilitation
Interior Wall
Rehabilitation
Bench and Invert Channel
Rehabilitation
Pipe Connections
Rehabilitation
MH-241449
Install flat top -section
Epoxy lining
Epoxy lining
MH-241465
Install flat top -section
Cementitious Lining
Cementitious Lining
MH-241452
Cementitious LiningCementitious
Lining
g
MH 45319
Epoxy lining
Epoxy lining
V
�l
7700 HA USROL LN
V ) a<aCNL r00209zu29
i
m
M H-45319 m n
d/55
— 3
�3a
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{
eL L�L.4L��
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71\\ /
l
,
\
4001 CARMELACRES DR
STEVEN BRUCE PATTERSON
3929 CARMELACRES DR
-
/
C HRISTOPH ER MATTHEWS
TAx PARCELN0.10916219
E'ED
REIR
\ TA. PARCEL No. 209202T
13001 GENERAL DR jNp
TERRI LMCGI FIT /j
^n .f_.._ /
�52�n
3ss—
SSE ==E—SSE 55E
2ss 'ss Es 3`v-3ss—ass
M H-256241
M H-241485
M H-256243�
—ss—
MH-241512 MH-241536
\ 4418 DEEPW ODD
R SHERRY P ROGERS
ri
ID
T.PARCEL ND
DEC R
DEED
TAxPAR�LND 2.Y34111��
IV1H_z41.74L
M H-241551
�ss
4410 DEEPWOOD DR
SEE EVEN C BOST
4328 DEEPW
rat PARCEL No. zo.9x]LLs
IA EO E D RI E IE T
MANHOLE REHABILITATION PROJECT
Existing Manhole ID
Frame and Cover
Rehabilitation
Interior Wall
Rehabilitation
Bench and Invert Channel
Rehabilitation
Pipe Connections
Rehabilitation
MH-241459
Install flat top -section
Epoxy lining
Epoxy lining
MH-256245
Install flat top -section
Cementitious Lining
Cementitious Lining
Seal pipe connections
MH-241511
Cementitious Lining
Cementitious Lining
Seal pipe connections
MH-241542
Install flat top -section
Cementitious Lining
Cementitious Lining
Seal pipe connections
MH-241551
Cementitious Lining
Cementitious Lining
PRELIMINARY PLANS -
NOT FOR CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCO£Q PERMIT N0:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
LEGEND
_SS SS —
CCC CCC
PE PE
TCE TCE
CIPP — CIPP — CIPP
PB PB
1
s
0
EXIST. SANITARY SEWER PIPE
EXIST. SANITARY SEWER EASEMENT
PROP. PERMANENT EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
PROP. CIPP REHAB PIPELINE
PROP. PIPE BURST PIPELINE
PROP. REHAB MANHOLE
EXIST. MANHOLE
EXIST. SEWER LATERAL
i,
Rp.
QUAIL HOLLOW
GOLF COURSE
VICINITY MAP
N TS
PROJECT AREA II
i
V Know what's below.
Call before you dig.
QG
O
�O�
�O
G1.E RD'
GLENS _
QUAIL HOLLOW
GOLF COURSE
Y CFO
a mo
G�f
2�
PROJECT
AREA
VICINITY MAP
N TS
GRAPHIC SCALE
0 50 100
1 inch = 100 ft.
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
F N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE NORTH CAROLI A
MCMULLEN CREEK TRIBUTARY
Job No. Scales File No. AT QUAIL HOLLOW
PLAN 1 EE = 100'
REPLACEMENT SEWER
PROFILE N/A
H or.
Vert. NSA
LANDTEC SRK
No. Dote I By I Revision Surveyed By Designed By
PIPELINE REHABILI TA TION PLAN
Sheet Of
SRK JLD 17 22
DroWn By Project-Engr Approved By Dote

/ \ \ _`G 40z8CAIMUSTIELN \ y
J EDWARDTREAN
�J-•/ �i
IN, � � �� EXIST. 100-YEAR
/ FLOODPLAIN (TYP.)
\ �09365 \
ao " HERMA COMMUNITY 100-YEAR \
RO RT W 0 HERMAN
FLOODPLAIN (TYP.) � \
Z7��a \
ARNOUSTIE LN \gyp / 7031 WHITEMARSH.Cf
MCM AEL"OHAVIIHAJ NEE
'\ ULPEONkESA550C
]AI4F11EL NO. 20984101 \
\ COMMUNITY 100-YEAR \
FLOODWAY (TYP.) \
MH-241098
_ FEMA
FLOODWAY (TYP.) \
— =n = �� —II __E
ES
..--------...
_T MCMULLEN CREEK _
TRIB. (TYP.) `
EXIST. PROPERTY -
-_ LINE (TYP.)
ER C EDR
E I
1EE" REE 01861.0, I
M H-241128
EXIST. 30" RCP J
SAN. SEWER (TYP.)
M H-241093
\ n\\ ssE
1, 3I
\ ` Cfr
MH-241101 \ ss\
17
\ \ \ \/
CARMEL asp \ w
osa,a
M H-241104
\ M H-241106
\ I
M H-241140
I M H-241127
MH 241126
GLENEAGLES RD.
M H-241124
EXIST. PROPERTY
I LINE (TYP.)
- PROP. CIPP REHAB
PIPE (TYP.)
a PROP. TEMPORARY
— 3SS 3SS— u CONSTRUCTION
CIPP � CIPP � CIPP CIPP EASEMENT (TYP.)
ASS 3SS—
TCE TCE ........
M H-241125
PROP. 10' PERMANENT
ss EASEMENT (TYP.)
'CF
s
EXIST. 20' SAN. SEWER
EASEMENT (TYP.)
EXIST. 12" SAN.
SEWER PIPE (TYP.) \ ass
T
ss
F ,
ALES RD \
QUAIL HOLLOW #3
HOMEOWNERS ASSOC
DEED REF: 06012-528 MH-241121 l0
EXIST. UNDERGROUND TAx PARCEL No. zo9115z
OM (APPROX.) (TYP.)
In In � m
inILin
1 \in —In
in /
in \
Ln
In
MH-241116
J�n
MAR— 0HSEN1-'
IS
/ � F
IINILIN
P/ L oo`b9g 9�a \ _
M H-241111
48 I
3901 SEMINOLE CT
DAVID L FRANCIS &
BETTY L FRANCIS
DEED REF: 06622-524
TAX PARCEL NO. 20921149
SDE �— SDE SDE Se
— SDE SDE
\SDE
ss �
L__SS
M H-241129
J� \
QSpF SSF
4
3900 SEMINOLE CT
GREGORY A CURRIE &
JENNIFER M CURRIE
DEED REF: 33016-421
TAX PARCEL NO. 20921148
u
r
a
46
3904 SEMINOLE CT
WILLIAM 0 L HUTCHINSC
I I I I a DEED REF: 33342-826
w TAX PARCEL NO. 20921147
\SSF
SSF .\
M
GRAPHIC SCALE
0 50 100
1 inch = 100 ft.
MANHOLE REHABILITATION PROJECT
Existing Manhole ID
Frame and Cover
Rehabilitation
Interior Wall
Rehabilitation
Bench and Invert Channel
Rehabilitation
Pipe Connections
Rehabilitation
MH-241067
Install flat top -section
Cementitious Lining
Cementitious Lining
MH-241080
Install flat top -section
Cementitious Lining
Cementitious Lining
MH-241111
Install flat top -section
GRAPHIC SCALE
0 25 50
1 inch = 50 ft.
SANITARY SEWER REHABILITATION PROJECT
UPSTREAM
DOWNSTREA
GM
PIPE
TV
PIPE
DATE PRE TV
DATE REHAB
REQUIRED
MH
MH
NUMBER
DIAMETER
LENGTH
MATERIAL
COMPLETED
COMPLETED
SEWER
(inches)
(feet)
REHABILITATION
MH-241126
MH-241124
GM-21233
8
30.1
VCP
10/29/2015
INSTALLCIPP
MH-241124
MH-241125
GM-21234
12
129.7
VCP
10/29/2015
INSTALLCIPP
PERFORM A POINT REPAIR STARTING 189.4' DOWNSTREAM
OF MH-241129 GOING DOWNSTREAM ENDING AT 201.4'
(12' REPAIR) TO REMOVE BROKEN PIPE
MH-241129
MH-241127
GM-20746
8
268.0
VCP
10/20/2015
PERFORM A POINT REPAIR STARTING 238' DOWNSTREAM
OF MH-241129 GOING DOWNSTREAM ENDING AT MH-
241127 (30' REPAIR) TO REMOVE A SAG AND OFFSET JOINTS
INSTALLCIPP
MH-241127
MH-241125
GM-21230
8
26.9
VCP
10/29/2015
INSTALLCIPP
MH-241120
I MH-241126
I GM-2122351
8
1 74.2
1 VCP
1 10/29/2015
INSTALLCIPP
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
NCDOO PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
LEGEND
_SS SS —
SSE SSE
PE PE
TCE TCE
CIPP CIPP CIPP
PB PB
O
EXIST. SANITARY SEWER PIPE
EXIST. SANITARY SEWER EASEMENT
PROP. PERMANENT EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
PROP. CIPP REHAB PIPELINE
PROP. PIPE BURST PIPELINE
PROP. REHAB MANHOLE
EXIST. MANHOLE
l�
QUAIL HOLLOW
GOLF COURSE
J
VICINITY MAP
N TS
-1
0
V Know what's below.
Call before you dig.
QUAIL HOLLOW
GOLF COURSE
VICINITY MAP
N TS
3
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
CHARLOTTE CHARLOTTE WATER
WJ)TER CHARLOTTE NORTH CAROLINA
MCMULLEN CREEK TRIBUTARY
Job No. Scales File No. AT QUAIL HOLLOW
PLAN VARIES REPLACEMENT SEWER
PROFILE N/A
H or.
Vert. NSA
LANDTEC SRK
No. Dote By I Revision Surveyed By Designed By
PIPELINE REHABILI TA TION PLAN
Sheet Of
SRK JLD 18 22
DroWn By Project—Engr Approved By Dote

WEIR LENGTH (L)
STE
om n4cC 6
*OVEN iLTER TASWC
'a
GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE
STEEL TYPE.
4. WIRE FENCING SHALL BEAT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES
WITH 12" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE
OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS
OR OTHER AREAS OF CONCENTRATED FLOW.
4'-0"
MINIMUM
2'-I0" MIN.
STEEL POST
#m n4cC p
«TER TAmc
E
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE CONTRACTOR OR HIS
AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE
IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO
THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS
NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO
CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
NOT TO SCALE
TEMPORARY SILT FENCE
DETAIL 1-A
FENCE MATERIAL:
ORANGE, UV RESISTANT HIGH
TENSILE STRENGTH
POLYETHYLENE LAMINAR
BARRICADE FABRIC 1
/ 4'-0" O.C.
STEEL POST MINIMUM
SEE APPROVED
PRESERVATION P
REQUIRED RADIU
OF TREE BARRIE
5' TYR
GAS MAIN
PLAN VIEW OF ROOT ZONE
1" STEEL PLATE, 8" THICKTIMBER
MATS, OR APPROVED EQUAL TO
BE INSTALLED OVER GAS MAIN.
MIN. 5' BEYOND MAIN EACH SIDE.
GRADE
1" STEEL PLATE, 8" THICKTIMBER MATS, OR
EQUIVALENT TO BE INSTALLED OVER GAS MAIN
RAm r,- aFvnnin RAAm Fnru QinF
LIN
DETAIL 1-D
ONE FOC
INCH OF
OR 1/2
FOR PRUNING SEE WHICHEV
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
DEAD TREES AND SCRUB OR UP
GROWTH SHALL BE CUT FLUSH
ADJACENT GRADE. NO GRUBBIN
ALLOWED UNDER DRIP LINE.
2"x4" STANDARDS + 1 "x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
C11ARLOTTEL INCLUDES CHARLOTTE ETJ
NOTES:
1. CONTRACTOR SHALL COORDINATE WITH
PIEDMONT GAS TO FIELD LOCATE GAS
MAIN.
2. INSTALL ORANGE SAFETY FENCE 5 FEET
EACH SIDE OF GAS MAIN. ONE SIDE ONLY
WHERE CONSTRUCTION ACCESS DOES
NOT REQUIRE BOTH SIDES.
3. COORDINATE LOCATION OF GAS LINE
CROSSINGS WITH PIEDMONT GAS. NO
CROSSING SHALL BE UNPROTECTED.
4. EQUIPMENT CROSSINGS SHALL BE
BETWEEN PERPENDICULAR TO MAIN
UNLESS OTHERWISE APPROVED.
MINIMUM 60 DEGREES TO GAS MAIN AT
OCATIONS.
ORANGE SAFETY FENCE
(AS REQUIRED)
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
TREE PROTECTION DETAIL
,RK MULCH, PLACE BARK
i AT AREAS NOT
:CTED BY BARRIER.
40.02
EXISTING GRADE
STEEL FENCE POST (TYP)
8' (TYP) 4' -
12" OF 140. 57 STONE
ON UPSTOF FACE
OUTLET
CLASS B EROSION CONTROL STONE
SILT CHECK FENCE
PLA FLOW
SIG I IUN ALUNU UNU
24" HIGH SILT
CHECK FENCE
CLA S B EROSION 1'-6"
COTROL STONE SILT CHECK
STEEL
12" OF N0. 57 POST FENCE
MASHED STONE i
FLOW 18" AT CENTER
FILTER FABRIC
SECTION ALONG FENCE
STONE OUTLET DETAIL
DETAIL 1-6
NOTES:
1. ACCESS ROAD SHALL BE 12' IN WIDTH.
2. WHEN USED FOR TEMPORARY REPAIR OF EASEMENT,
WIDTH AND LENGTH SHALL BE AT DIRECTION OF
ENGINEER.
PERMANENT ACCESS ROAD
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
SURFACE
NOT TO SCALE
DETAIL 1-E
NOTES
a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BYALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
WILL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
DETAIL 1-F
BRIDGEMAT
1/4 SUPPORTED 1/4 SUPPORTED
7j -
WATER DIVERSION STREAM
rA/ATr'MDIVERSION
STREAM BANK
SECTION A -A
I I
1/4 SUPPORTED j
I STREAM
I
I
I i BRIDGE MAT SEGMENTS
A I }A
I I J
I �
I
I PLAN I STREAM BANK (TYP.)
BRIDGEMAT NOTES:
BRIDGEMATS ARE HEAVY WOOD OR STEEL PANELS PLACED OVER A STREAM OR DITCH
CHANNEL, USUALLY FOR TEMPORARY CROSSING. OTHER NAMES INCLUDE DRAGLINE MATS,
SKIDDER BRIDGES OR PONTOONS. WHEN BRIDGEMATS ARE CAREFULLY INSTALLED, USED,
AND REMOVED, THEY TYPICALLY DO A VERY GOOD JOB OF PROTECTING WATER QUALITY.
BMPS FOR BRIDGEMATS
1. WHEN SITE CONDITIONS ALLOW, SELECT A STREAM CROSSING LOCATION THAT HAS THESE
CHARACTERISTICS:
- NARROW CHANNEL WIDTH.
- FIRM, STABLE STREAMBANKS.
- SOLID FOOTING ON EITHER SIDE TO SUPPORT BRIDGEMATS AND EQUIPMENT.
- HIGH, LEVEL GROUND ON EACH SIDE.
2. CREATE A SOLID -SURFACE CROSSING THAT PROVIDES A BARRIER OVER THE CHANNEL TO
MINIMIZE DEBRIS, SOIL, AND OTHER MATERIALS FROM FALLING INTO THE WATER.
3. KEEP EQUIPMENT OUT OF THE CHANNEL DURING INSTALLATION AND REMOVAL OF THE
CROSSING UNLESS DOING SO IS NECESSARY FOR HANDLING THE BRIDGEMATS.
MINIMIZE THE AMOUNT OF OVER -HANG FROM LOGS, TREES, OR TRUCKS/TRAILERS THAT
MAY DISTURB THE CHANNEL OR APPROACHWAYS.
4. CONTROL RUNOFF AND/OR CAPTURE SEDIMENT ON THE APPROACHWAYS. SEE PART 1
AND PART 2 OF THIS CHAPTER FOR POSSIBLE OPTIONS.
5. AS NEEDED, PERIODICALLY INSPECT THE CROSSING AND TAKE ACTION TO PROVIDE FOR
SAFETY WHILE PROTECTING WATER QUALITY FROM RUNOFF, DEBRIS, SOIL, OR OTHER
POTENTIAL POLLUTION FACTORS.
6. STABILIZE THE APPROACHWAYS AND CROSSING LOCATION IN ACCORDANCE WITH
FPG .0203 AND .0209 OF THE NC FOREST SERVICE.
BRIDGEMAT STREAM CROSSING
(ALTERNATE OPTION FOR HIGH USE CROSSINGS)
APPROVALS (SEALS)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
DETAIL 1-C
•
•
Know what's below.
Call before you dig
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS.
DETAIL 1-G
A CITY OF CHARLOTTE DEPARTMENT

TIE TO EXISTING GRADES AT MIN. 3:1 SLOPE
PER TABLE
ul=r.
.Dull
PER TABLE
RIP RAP LINER
PER TABLE
1
PER TABLE
11111_
_II
PER
11111
III®1®1
II001 ®II®1�11=
OFF NFABRCDOT TYPE 2
TOP OF RIP RAP
FLAYER ILTER IC
= EL. NOTED ON
PLAN
RIP RAP CHANNEL
NOT TO SCALE
Grass Lined Ditch Channel
Ditch
Bottom
Side Slope
Side Slope
Top Width
Permanent
Tempora
DISCHARGE INTO CREEK
TEMPORARY SPLASH PAD
COFFER DAM -
(LOCATE AS
DIRECTED AT THE
TIME of
CONSTRUCTION)
TEMPORARY PIPING
PUMP AROUND PUMP
SPECIAL STRUNG BASIN
(A DIRECTED T THE
TIDE OF CONSTRUCTION)
,,,- DEWATERING PUMP
OF
TEMPORARY
FLEXIBLE
HOSE �c
E%(STING
DETAIL 2-A
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUIfIP AROUND
1, INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE
DESIGNATED PROJECT �1(ORKING AREA,
2, THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP A D THE THg
TEMPORARY PIPING THAT �I(ALL CONVEY THE BASE FLOW FROM UPSTREAIy)
3, INS A E UPSTREAM COFFER DAVIAND BEGINN PU�APING OPERATIONS FOR
STREA� DIVERSION,
4. INSTALL THE DO*STREAM COFFER DAM AND PUMPING APPARATUS IF
NEEDED TO DEW TER THE ENTRAPPED AREA, THE PUMP AND HOSE FOR
THIS PURPOSE SHAL BE OF SUFFICIENT SIZE TO DE�IATER THE K
AREA, THIS WATER MILL ALSO F OW INTO A SPECIAL STILLING BA IN, EXISTING GROUND PUMP HOSE
5, THE CONTRACTOR WILL PERFORM STREAM RESTORATION �IORK IN
ACCORDANCE WITH THE PLAN A D FOLLOWING THE GENERRAL
CONSTRUCTION SEWENCE,
6, TH CONTRACTOR ��nlI EXCAVATE ANY ACCUMU pTE SEDIMENT AND
DE�IATER BEFORE RE�OyAL OF THE COFFER DA�yI REIyIOyE COFFER DAM. FILTER FABRIC
PS, ANQ TEMPORARY FLEXIBLE HOSE/PIPING STARTING WITH THE FOR DRAINAGE
DO PU STREA1yl DAM FIRST, (NON-WOVEN)7, ON E THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS
AND STABILIZE DISTURBED AREAS TO SPECIFICATIONS AS SHOWN ON
FLOW
CHANNEL �1
EXCAyATl0N SHALL BE PERFORMED IN ONLY DRY SECT(QNS OF
CHANNEL U LESS DRAINAGE AREA EXCEEDS 6 SWARE IyIILES,
2, COFFER DAIy�S SHOULD BE USED TO ISOLATE WORK AREAS FROM
/
STREAM FLO�I,
3, THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE
STABILIZE I ONE �IOR LNG DAY,
4, AROUND ADEWATELY
EACH PP PUKMP SHOULD CONVEY BASE
NOTE: ALL DISCHARGE FROM DEWATERING THE WORK AREA SHALL PLAN
BE PUMPED TO EITHER A TEMPORARY SEDIMENT TRAP OR
DEWATERING SILT BAG PER DETAILS
PRECAST
CONCRETE
PLASTIC LINER BOTH SIDES OF CONC. BARRIER
BARRIER &PLACED UNDER SAND BAGS
WATER LEVEL
(FIELD VERIFY)
SANDBAGS AT
ANY OPENINGS
OR 3' TYP.
BUT NO HIGHER
THAN TOP OF BAD
SECTION AA
3' MIN.
CLASS B
BED
61
SANDBAGS
BANKFULL
BENCH 700 g/m2 COIR WRAPPED SOIL LIFT
2' (MIN)
UVESTAKE 3
BANKFULL
BENCH
q BANKFULL
TOP OF BRUSH
-=;..1$�?l,?MN• .� _.:. 6"ABOVE DOWNSTREAM
HEAD OF RIFFLE
SOIL-e-
BACKFILL NOTES:
'l MIX LAYERS OF SOIL WITH COARSE WOODY DEBRIS. (30%TO BE FROM LIVE MATERIAL OF
NON-INVAISVE SPECIES(.
BRUSH FILL
2. WRAP A LAYER OF TOPSOIL WITH COIR FIBER MALTING AND PLANT WITH LIVE STAKES PER THE
�J(MIN)-lMAX) PLANTING PLAN.
12" MIN. DIA- CROSS LIMBS 3. REFER TO THE WOOD TOE STRUCTURE TABLES FOR STRUCTURE START AND END STATIONS,
FOOTER LOGS B' (MIN) 2' STATIONS ARE ALONG THE PROPOSED CENTERLINE ALIGNMENT.
4. WOODY DEBRISSHALL NOT EXTEND INTO THE CHANNEL MORE THAN 2 FEET.
5. NO WOOD MATERIALS SHALL BE DEAD OR ROTTING.
WOOD TOE SECTION 6. COIR WRAPPED SOIL LIFTS SHALL HAVE A MAX HEIGHT OF 1.5 FT PER LIFT AND MULTIPLE LIFTS
NCI ioscn_ MAY BE REQUIRED TO CONSTRUCT THE BANKS TO THE REQUIRED DIMENSIONS,
STEP 1 STEP 2 STEP 3 STEP 4 7. THE UPSTREAM AND DOWNSTREAM ENDS OF THE WOOD TOE SHALL Sh100THLY TRANSITION
FOOTER LOGS CROSS LIMBS BRUSH FILL SOIL LIFT VERTICALLY (ALONG THE BANK FOR APPROXIMATELY 10 LINEAR FEET LONGITUDINALLY TO TIE
INTO OTHER IN -STREAM STRUCTURES SUCH AS ADJACENT CONSTRUCTED RIFFLES, PER THE
CONSTRUCTION DRAWINGS.
1
BANKFULL BANK PROTECTION
BENCH
1 (SOIL LIFT
I /
POOL EXCAVATE\
BELOW BRUSH TOE
12" MIN. DIA. FOOTER LOGS ON
APPROX. 2' CENTERS AND ANGLED
30° UPSTREAM
SEDIMENT FILTER
BAG
APPROPRIATE SIZE NOTES -
RIP RAP PAD
MIN, THICKNESS B" AT THE DE9GI�ER'S DISCRETIpN, ALTFF�NATE DE�IATERING
STRUCTURES AY BE USED (i,e SEDI ENT TANKS, FILTER BOX,
STRA�1 BALE/SILT FENSE PIT HO yER, REGARDLESS OF THE
DE AY{ERING STRUCTURE U AL UST BE SIZED AND
OP RATE TO LO��11 ALL P�PED �1ATER T�Q BE FILTERED TO
PREVENT SED�ENTS FROM ERODING AND MOVING OFF SITE,
TEMPORARY DEWATERING STRUCTURE
(SPECIAL STILLING BASIN)
PROFILE VIEW
I KtAIVI tiYF'A,*),*) lSc UtWA I tKIIVV
DETAIL 2-D
NATER LEVEL
FIELD VERIFY)
NOTES: 3. ALTERNATIVE COFFER DAM MATERIAL IS ACCEPTABLE BUT SHALL BE APPROVED
BY THE ENGINEER.
1. MATERIAL FROM THE CREEK BED SHALL NOT BE USED FOR COFFERDAM. 4. CIRCULAR OR RECTANGULAR CONFIGURATION MAY BE USED FOR
2. CREEK BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR CONSTRUCTION.
CONSTRUCTION AND WILL BE RESTORED TO ORIGINAL CONTOURS WHEN WORK 5. FOR MINOR STREAMS, CONTRACTOR SHALL EXTEND COFFER DAM ACROSS
IS COMPLETE. CREEK UPSTREAM AND DOWNSTREAM OF THE REPAIR SECTION TO FACILITATE
STREAM BYPASS PUMPING. PUMP AROUND TO BE USED TO BYPASS FLOW
AROUND CHANNEL REHABILITATION WORK.
SCALE: NTS
COFFER DAM
DETAIL 2-E
STEEL
SUPPORT
FRAME
vnvoo iinvvlw
WORK AREA
CROSS LIMBS SET APPROX. —J �
PERPENDICULAR TO
FOOTERS AND SOIL ADDED BRUSH FILL ANGLED
TO FILL IN VOIDS UPSTREAM WITH SOIL
ADDED 70 FILL IN VOIDS
WOOD TOE
DETAIL 2-B
STREAM BANK
STREAM
/ 0 /67 STONE B F p,1,
� LINED �y1TH 11
CLASS B RIPRAP
�IpAR1�CIAG
IMPERylOUS SHEET
UNDER RIPRAP
COFFER DAM
PROFILE VIEW
'*)
RETAINED WATER UP TO 12 FEET DEEP
FABRIC MEMBRANE
IMPERVIOUS
FABRIC
SEALING
SHEET
INSTALLATION OF FRAMEWORK PLACING MEMBRANE DEWATERING BY PUMPING
10
PORTADAM
DETAIL 2-F
Typical— — _
Top of Bonk
PROPOSED TOP OF BANK
4a+MA1 BASE
SECTION MEIN
PLAN wE�u
TOP IITDTH OF �SBTA�NK TOP
CEi',ATED
FL
e e
e e a
e ,
e e 4
e e
e e a
e e
e e 4
e e �
� e �
e e
ra e 4
r, e
e a
e e 4
�IATnNp, s
yyEECETATED ( M
CEOGRID
HEIGHT
OTH
BOULDER TOE PRpTECTI
ANCHOR DETAIL
TR`�'CH
TRENCH
Flu
STAKE EROst�
*D 0TINO
APPROVALS (SEALS)
MATpCHTIING
T IjCH
TAKES
SEE DI E49104
TABLE FOR SPAdrG)
COMPACTED FILL
SOIL LIFT FACE HEIGHT
FINAL CHANNEL GEO ETRY TO AT H
PRE -CONSTRUCTION HANNEL GEOIy�ETRY, POST
CONSTRUCTION STREAyIBANK CANNOT ENCROACH
BEYOND EXIST, STREAMBANK INTO CHANNEL,
— — — — — — — — — — T)pical—__
Top of Bonk
EXIST, CHANNEL GEOMETRY
EROSION CONTROL MATTING
LIVE CUTTINGS
COIR MAT GEOTEXTILE
WRAPPED SOIL LIFTS
---- --- Tygl�gl---
Bonkfill
CONSTRUCTION MOTES
1, ■ la soh I is to be [anprTeld of do^labb
laysoh (fee of slt4sr slaves, and T4
Zs Soak (rye cVllbrgs O TbrbnVT OI N �OVfSe and
up to S days before Wanlh+q to parole
esladhhrnenl.
i Excawle unstable slraefn bank to reveal o s1aWe
owl 1«a Establish Ilol bents of base of cut
slaps Excavate bench tlpnq too of gppe la
4relalalbn of boulder pal«Ib^.
I, 1^slal looter bqu�der �rilh coarse bocklel pl«ed
behind IpplarA 4tic! sure to Ihl ypldi bll*ean
and behind balraars,
�, Inslal hoods boulders sale«4 Iforn looters and
flellnq On cease b«41YI.Caase bae41Y1 to be
pbcad of o InQkneas awtl to the height of Ire
header rocks,
Q Loy natural (bar m01 over aaa!e li• and ha00M
boulder, Place soh nil lil to a rarlta daplh per
eesyn and lane Ibrnly, PWI mot over MI and
slapb � Dbce,
7, LOy Ilya cuttings M Crlee-CrOri pattern across
surface of Inl (8-1even 2 cullings Del Ilneer loop NO
rnae Ina+ B inches OI pudding !n0 OI cullings
should axlln0 poll the Irani of Inl.
& Coyef Ilse cuttings illn layer of topsoil to rntice
loyal an and 0l surface la next lal,
Raveol sas Inl process per design,
9, Tap soh fill to consist of compact I�*rapped '+r
non-j1oMn erosion COnlrtl m011brq, Ilbrq
should oyabp exklbrq lav of stream bank and
be slaked M oncha trench per dlstgA. Once
erosion control moiling k slaked M anchor
wench, boc41h1 soh to be canpoclaa
MATERIAL SPEOFK:ATIONS
1 Balddwx Foolaf a+d reads rocks must be loge
enough 10 «hleYe design height and repel
mOyernMl during peek h0� eyenlA BOI%dlfs
should be feclonqubr and uniform M shape and
slse �,llh o rnAlmum Inlefmadole axis of 3 IeeL
2. Cease oggfegolee Should be properly Strad not
to be mpphb's0 during peak III events, Sayogad
wuyTa molaTa during IranCh4r9 con be used
3 Erasbn Control Filer IapriG 10-11 or,
n�« � qep-leslhe waanc to aggregate
A. Cab 4ollh+q (Nolwa F�erk M«h4,e produced
✓love^ un-saanad degradable natural I� fabric
�rlln on outer and inner byM (lad together of
rlqulOr InlMytli
5, SOh Lill Fhl; Eflhaf f00)< T h a 60)< oDsoh
�rlln S01[Sol 1«lay olabl,tAST� D ��,e7
ofOna aype � GP. cKasrp sP, sM. GC. SG ML,
BOULDER TOE
DETAIL 2-C
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE N0. P-0601
•
Know what's belOW.
Call before you dig
BOULDER TOE
PROTECTION
iyiC01 — — _
Normal Flo*
at cc Q—mte-d —
Elevotion
FOOTER
BOULDER
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
NCDEQ PERMIT N0:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT
OTH
BOULDER TOE PRpTECTI
ANCHOR DETAIL
TR`�'CH
TRENCH
Flu
STAKE EROst�
*D 0TINO
APPROVALS (SEALS)
MATpCHTIING
T IjCH
TAKES
SEE DI E49104
TABLE FOR SPAdrG)
COMPACTED FILL
SOIL LIFT FACE HEIGHT
FINAL CHANNEL GEO ETRY TO AT H
PRE -CONSTRUCTION HANNEL GEOIy�ETRY, POST
CONSTRUCTION STREAyIBANK CANNOT ENCROACH
BEYOND EXIST, STREAMBANK INTO CHANNEL,
— — — — — — — — — — T)pical—__
Top of Bonk
EXIST, CHANNEL GEOMETRY
EROSION CONTROL MATTING
LIVE CUTTINGS
COIR MAT GEOTEXTILE
WRAPPED SOIL LIFTS
---- --- Tygl�gl---
Bonkfill
CONSTRUCTION MOTES
1, ■ la soh I is to be [anprTeld of do^labb
laysoh (fee of slt4sr slaves, and T4
Zs Soak (rye cVllbrgs O TbrbnVT OI N �OVfSe and
up to S days before Wanlh+q to parole
esladhhrnenl.
i Excawle unstable slraefn bank to reveal o s1aWe
owl 1«a Establish Ilol bents of base of cut
slaps Excavate bench tlpnq too of gppe la
4relalalbn of boulder pal«Ib^.
I, 1^slal looter bqu�der �rilh coarse bocklel pl«ed
behind IpplarA 4tic! sure to Ihl ypldi bll*ean
and behind balraars,
�, Inslal hoods boulders sale«4 Iforn looters and
flellnq On cease b«41YI.Caase bae41Y1 to be
pbcad of o InQkneas awtl to the height of Ire
header rocks,
Q Loy natural (bar m01 over aaa!e li• and ha00M
boulder, Place soh nil lil to a rarlta daplh per
eesyn and lane Ibrnly, PWI mot over MI and
slapb � Dbce,
7, LOy Ilya cuttings M Crlee-CrOri pattern across
surface of Inl (8-1even 2 cullings Del Ilneer loop NO
rnae Ina+ B inches OI pudding !n0 OI cullings
should axlln0 poll the Irani of Inl.
& Coyef Ilse cuttings illn layer of topsoil to rntice
loyal an and 0l surface la next lal,
Raveol sas Inl process per design,
9, Tap soh fill to consist of compact I�*rapped '+r
non-j1oMn erosion COnlrtl m011brq, Ilbrq
should oyabp exklbrq lav of stream bank and
be slaked M oncha trench per dlstgA. Once
erosion control moiling k slaked M anchor
wench, boc41h1 soh to be canpoclaa
MATERIAL SPEOFK:ATIONS
1 Balddwx Foolaf a+d reads rocks must be loge
enough 10 «hleYe design height and repel
mOyernMl during peek h0� eyenlA BOI%dlfs
should be feclonqubr and uniform M shape and
slse �,llh o rnAlmum Inlefmadole axis of 3 IeeL
2. Cease oggfegolee Should be properly Strad not
to be mpphb's0 during peak III events, Sayogad
wuyTa molaTa during IranCh4r9 con be used
3 Erasbn Control Filer IapriG 10-11 or,
n�« � qep-leslhe waanc to aggregate
A. Cab 4ollh+q (Nolwa F�erk M«h4,e produced
✓love^ un-saanad degradable natural I� fabric
�rlln on outer and inner byM (lad together of
rlqulOr InlMytli
5, SOh Lill Fhl; Eflhaf f00)< T h a 60)< oDsoh
�rlln S01[Sol 1«lay olabl,tAST� D ��,e7
ofOna aype � GP. cKasrp sP, sM. GC. SG ML,
BOULDER TOE
DETAIL 2-C
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE N0. P-0601
•
Know what's belOW.
Call before you dig
BOULDER TOE
PROTECTION
iyiC01 — — _
Normal Flo*
at cc Q—mte-d —
Elevotion
FOOTER
BOULDER
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
NCDEQ PERMIT N0:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT

V)
0LU
V) V
oz
w
(UPLANDS ZONE)
V)
0
(UPPN SLOPE) _I (LOWERN SLOP
E)
PE)
NOTES:
1, ANCHOR COIR FIBER MAT AS SHOWN IN 'DETAIL 3-D.
DETAIL E' (THIS SHEET),
2, COIR FIBER MAT, ROLANKA BIOD-MAT 70, OR EQUAL
WITH LIVE STAKING AS SHOWN IN 'DETAIL 3-D, DETAIL D'
(THIS SHEET) SEED MIX PRIOR TO INSTALLATION OF MAT
PER DETAIL 3-E (THIS SHEET),
3. FILTER FABRIC, NCDOT TYPE 2
4, KEY IN CLASS 1 RIP RAP 24" THICK WITH JOINT
PLANTING AS SHOWN IN 'DETAIL 3-D. DETAIL C' (THIS
SHEET)
5, RIP RAP PLACEMENT WIDTH VARIES ALONG
STREAMBANKS, SEE 'EROSION CONTROL' SHEETS FOR
QUANTITIES. NO RIP RAP SHALL BE PLACED *THIN THE
CREEK BED
6, PRE AND POST CONSTRUCTION CHANNEL GEOMETRY AND
ELEVATIONS SHALL MATCH,
APPROX. TOP
OF STREAM BANK
SCOUR LINE
2/3 H
3 MR N .
H
CRFFK BE
CO PACTS
BACKFILL
PROPOSED
SANITARY SEXIER
4ATE"R LEVEL
rMAX. SLOPE 1,50
STREAMBANK RESTORATION
DETAIL 3-A
2XTI�IN, BEYON�DF RIP (CRAP
COIR FIBER MAT ITH LIVE
STAKING AS SHOWY IN
'DETAIL 3-D. DETAIL D'
(THIS SHEET)
SEED MIX PRIOR TO INSTALLATION
OF MAT PER DETAIL 3-E (THIS SHEET)
PROPOSED
SANITARY SEXIER
(BELOW CREEK
RFF1 TYP %
RIP RAP WIDTF
VARIES
(SEE 'EROSION
CONTROL' MEET
PLAN VIEW OF RIP RAP PLACEMENT LIMITS
DETAIL 3-B
SPACING PER
PLANTING SCHEDULE • • •
f 1
SPACING PER
PLANTING SCHEDULE • • •
ZONE A
ZONE B
ZONE C
EXISTING TREES
AND VEGETATION
EXISTING TREES
DN
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
EXISTING TOP
OF BANK
2/3 H
OR 4' MINIMUM
EXISTING TOE
OF SLOPE
FLOW
� -
CREEK CENTERLINE
� OF PLAN VIEW SPACING PATTERN FOR LIVE STAKING AND JOINT PLANTING
NK
DETAIL 3-C
TE
Y(T;
ZONE
TYPE OF PLANTING
COMMON NAME
BOTANICAL NAME
SPACING U
CONDITIONS
CONDITION
ORR TTAAPSE
DL iTERIGHT'
SPECIAL NOTES
BENEFITS
1) DECIDUOUS TREE
RED MAPLE
ACER RUBRUM
3W MIN,
SUN
MOIST OR DRY
TAP / S1'-2'
60' TO 90' / 2.W
SEEDLINGS OR CONTANER (3-15 GAL)
CUTTINGS IN JUNE FROM LOWER BRANCHES
ZONE A
PERSIMMON
DIOSPYROS VIRGINIANA L,
30'
FULL SUN / PART SHADE
MOIST OR DRY
DEEP TAP
20' TO 70' / P - 2'
SEEDLINGS OR CONTAINER (3-15 GAL)
"UNDERSTORY SPECIES" DEEP ROOTS, FRUIT HIGHLY USED BY WILDLIFE"
(UPLAND ZONE)
TULIP POPLAR
LIRIODENDRON TULIPFERA L.
30'
SUN
MOIST
DEEP TAP ROOT 10' - 20'
80 TO 120 / Y-S'
SEEDLINGS OR CONTANER (3-15 GAL)
WILLO* OAK
OUERCUS PHELLOS
3D' MIN.
SUN
MOIST OR DRY
TAP / S 1' - 6'
50' - 90' / 1'-2'
"SEEDLINGS. CONTAINER (3-15 GAL) OR DIPPLE ACORNS OVER AREA'
"SLCr# GROWING , TRANSPLANTS EASILY"
2) EVERGREEN TREE
AMERICAN HOLLY
ILEX OPACA
15' MIN,
SUN/PART SHADE
MOIST OR DRY
STRONG TAP ROOT / S 1'-10'
AW-70' / V-2'
SEEDLINGS OR CONTANER (3-15 GAL)
"MIXED HARDWOOD FOREST. BRIGHT RED BERRIES"
SOUTHERN MAGNOLIA
MAGNOLIA GRANDIFLORA
30' MIN_
SUN
MOIST OR DRY
DOMINANT DEEP TAP
60'-80' / 2'-3'
SEEDLINGS OR CONTAINER (3-15 GAL)
TRANSPLANTS EASILY
CAROL14A HEMLOCK
TSUGA CAROLIANA
20'
SUN/PART SHADE
MOIST OR DRY
MAJOR TAP ROOT / S 1'-6'
AD' TO 60' / 2'
SEEDLINGS OR CONTAINER (3-15 GAL)
"SLOW GROWING. LONG LIVED, TOPSTORY SPECIES"
3) DECIDUOUS SHRUB
AMERICAN BEAUTYBERRY
CALLICARPA AMERICANA
3' MIN.
FULL SUN / PART SHADE
DRY
1W X 10'
SEEDLINGS OR CONTANER (3-5 GAL)
FAST GROWING
CATAWBA RHODODENDRON
RHODODENDRON CATAWBIEN
10'
SUN
MOIST OR DRY
1W x 10'
SEEDLINGS OR CONTANER (3-5 GAL)
"FAST GROWING. FORMS THICKETS"
HUCKLEBERRY, GOOSEBERRY
VACC141UM S74INEUM
8' MIN,
SUN
MOIST OR DRY
2W x 1W
SEEDS. SEEDLING. CONTAINER (1-5 GAL) OR CUTTINGS
FAST GFK*NG
A) EVERGREEN SHRUB
YAUPON
ILEX VOMITORIA
8' MIN_
SUN
MOIST OR DRY
1W X 10'
SEEDLINGS OR CONTAINER (3-15 GAL)
FAST GROWING
LEUC07HOE
LEUCOTHOE SP,
4' MIN,
SHADE/PT-SUN
MOIST
"SEEDLINGS OR CONTAINER (3-15 GAL), GROWS TO 6' TALL*
5) BUNCH/TURF GRASS
MIX 1 (FULL SUN)
BROOM SEDGE
MOROP0004 VIRGINICUS
101f; OF MIX
SUN
DRY OR MOIST
"S 6'
FERTILIZE WITH 20 POUNDS/ACRE 19-19-19
FLOWERS. STABILIZING PERRENIAL: CLUMPY
ZONE B
1) DECIDUOUS TREE
RED MAPLE
ACER RUBRUM
30' MIN,
SUN
WET OR DRY
TAP / 51'-2'
60' TO 90' / 2.W
SEEDLINGS OR CONTAINER (3-15 GAL)
CUTTINGS IN JUNE FROM LOWER BRANCHES
WATER OAK
OUERCUS NIGRA
WMIN.
SUN
DIET OR DRY
S 1' - 6'
50' - 100' / 1'-2'
"SEEDLINGS. CONTAINER (3-15 GAL) OR DIPPLE ACORNS OVER AREA•
"CAN TOLERATE SOME FLOODING. TRANSPLANTS EASILY, FAST GROWTH'
(UPPER SLOPE)
2) EVERGREEN TREE
AMERICAN HOLLY
ILEX OPACA
1W MIN_
SUN/PART SHADE
DIET OR DRY
STRONG TAP ROOT / S 1'-10'
AO'-70' / 0-2'
SEEDLINGS OR CONTAINER (3-15 GAL)
"MIXED HARDWOOD FOREST, BRIGHT RED BERRIES"
SOUTHERN MAGNOLIA
MAGNOLIA GRANDIFLORA
3W MIN,
SUN
DIET OR DRY
DOMINANT DEEP TAP
60'-80' / 2'-3'
SEEDLINGS OR CONTAINER (3-15 GAL)
TRANSPLANTS EASILY
3) DECIDUOUS SHRUB
SILKY DOGWOOD
CORNUS AMOMUM
2' MIN_
FULL SUN / PART SHADE
DIET OR MOIST
10 X B
LIVE STAKE OR JOINT PLANTING
FAST GFK*NG
ELDERBERRY
SAMBUCUS CANADENSIS
3' MIN,
FULL SUN / PART SHADE
WET OR MOIST
IV X 10'
LIVE STAKE OR JOINT PLANTING
FAST GFK*NG PROLIFIC BERRIES
A) EVERGREEN SHRUB
POSSUMHA*
ILEX OECIDUA/VERTICILLATA
W MIN_
SUN
MOIST OR DRY
SEEDLINGS OR CONTAINER (3-5 GAL)
LEUC07HOE
LEUCOTHOE SP,
4' MIN,
SHADE/PT-SUN
MOIST OR DRY
SEEDLINGS OR CONTAINER (3-5 GAL)
5) BUNCH/TURF GRASS
"SEE SECTION A, ABOVE"
FERTILIZE WITH 20 LBS,OF 19-19-19 PER ACRE AT TIME OF SEEDING
ZONE C
1) DECIDUOUS SHRUB
SILKY DOGWOOD
CORNUS AMOMuM
2' MIN,
FULL SUN / PART SHADE
WET OR MOIST
le W
LIVE STAKE OR JOINT PLANTING
FAST GFK*NG
BLACK WALLOW
SALIX NIGRA
2' MIN.
FULL SUN / PART SHADE
WET OR MOIST
LIVE STAKING RECOMMENDED
(LONER SLOPE)
2) BUNCH/TURF GRASS
"SEE SECTION A, ABOVE"
NOTE:
REFER TO USDA WEBSITE AT HTTP://PLANTS.USDA.GOV/PLANTS
FOR ADDITIONAL DETAILS FOR ANY OF THE LISTED SPECIES
PLANTING SCHEDULE
RIPARIAN ZONE (PIEDMONT REGION)
DETAIL 3-E
RIP �RAP 24 S THICKEN
SCOUR
ESTABLISH PLANT SHOWN
FOR INFORMATION ONLY
3e LIVE CUTTING (DORMANT) O •:
SEE PLANTING SCHEDULE FOR
DENSITY LAYOUT EXISTING ' .• .. : 0 :.
GROUND g
DETAIL C
JOINT PLANTING (IN RIP RAP)
INSTALL COIR FIBER MAT
OVER SEED PER PLANTING SCHEDULE
ESTABLISHr •� R FOINFORMATION 0 ONLY �YN
::A: • INSTALL SPLIT 2" X 4" X 30"
o DEAD STOUT STAKES PER
MECIFICATIONS OR STAP44EE PER
ANUFACTURERS REQUIREMENTS
DWI,
TO TOP
I YP)
30" LIVE CUTTING (DORMANT) EX15TI
SEE PLANTING SCHEDULE FOR
DENSITY LAYOUT GROUND' '
DETAIL D
LIVE STAKE (IN EARTH)
DETAIL 3-D
APPROVALS (SEALS)
N.C.P.E.
2/3 H OR 4' MIN.
I— CREEK BED
EXISTING TOP
OF BA_NK
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
co CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
FILTER FABRIC
12" 1 2,
1
COIR FIBER
TURF REINFORCEMENT
YAT
INSTALL SPLIT 2" X 4" X 30"
DEAD STOUT STAKES PER
SPECIFICATIONS OR STAP44E�� PER
ANUFACTURERS REQUIREMENTS
DETAIL E
HIGH PERFORMANCE TURF
REINFORCEMENT MAT
ANCHOR DETAIL
NCDEQ PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
Know what's below. WITH CHARLOTTE WATER STANDARD
Call before you dig. SPECIFICATIONS.
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE NORTH CAROLINA
Scales
PLAN -
PROFILE
Hor_ -
Vert. -
As Built Date
MCMULLEN CREEK TRIBUTARY
AT QUAIL HOLLOW
REPLACEMENT SEWER
DETAILS
Sheet Of
CW SRK SRK SNANA She21 22
No. Date By Revision Surveyed By Designed By DroWn By Project-Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

EX. CRADE
P FLARED
- TS.B
....
COP FLARED I
.. ........
RIP ll E
FABRIC
IT THICI
O 15%
RAP AP
N
12" THICK CLASS AARIP AP /
APRON ON FILTER FABRI
GRADE SURROUNDING REA TO 5�
DIRECT FLOW TO NEW CULVERT
\�CMP
a
,FLARED
END/SECTION
APPR OF BANK/
EX. 310" SEWERz
14Is /
INSTALL ADDITIONALFILL
THIS AREA TO
REPAIR ERODED DITCH
3f /LF 18" HDPPF-
SECTIOW&S
12" THICK CLASS A RIP
S / / RAP APRON ON FILTER
FABRIC (150 SF) /
4 /-� // / ADDITIONAL PERM.
L/_ ///� jj/� EASEMENT
//�j %//
S
CULVERT
D ETA I L 4-A
DIAGRAM 12
WORK AREA IN THE THRU LANE
(STREET WITH 3 LANES)
DOWNSTREAM
BUFFER TAPER
NC
I
2.'
3.
i
V 3-3R VV3-3L
(35 MPH (35 MPH
OR LESS)<s>
OR LESS)
V"9-3 W21-4
W1-R W1-L
(OVER (OVER a p a
35 MPH) I(S>35 MPH) �a�< °a
VARIES BUFFER TAPER
11 V rl1I .1
4. IF BIKE LANE IS PRESENT THE PROPER CLOSURE IS REQUIRED USING SIGNS DISPLAY
AND CONES. REFER TO DIAGRAM 31. (IF USED)
DETAIL 4-B
EXISTING GROUND
COMPACTED
c� /ice/j BACKFILL
UNDISTURBED
EARTH
z
C-905 (TYP.)(SEE NOTES
THIS DETAIL)
O.D. .NOTE 2 ,
HAUNCHING
COMPACTED INITIAL /i / %\\ (1/8 PIPE DIA.)
BACKFILL \\�\\
/�%/ _ _ j\\jj NCDOT #57 STONE
w NOTE 3
0 1/2 O.D. _
m MIN. 6" BEDDING i- _ _ _ _
FOUNDATION �`�
NOTE 1
PIPE EMBEDMENT NOTES:
1. STABILIZATION STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE.
2. CLEAR DISTANCE NOT LESS THAN 6" EACH SIDE.
3. 18" MINIMUM VERTICAL TRENCH WALLS ABOVE TOP OF PIPE.
4. INITIAL BACKFILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED. INITIAL BACKFILL SHALL CONTAIN NO
MATERIAL OVER 1 1/2" IN DIAMETER, FROZEN LUMPS, OR DEBRIS.
5. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
C-905 NOTES:
1. PIPE AND FITTINGS 14" THROUGH 24" SHALL MEET THE REQUIREMENTS OF AWWA C905 DR 25, EXCEPT
WHERE DEPTH OF COVER IS LESS THAN 3 FEET AND DR 18 SHALL BE USED.
2. THE BELL SHALL CONSIST OF AN INTEGRAL THICKENED WALL SECTION WITH AN ELASTOMERIC SEAL. THE
WALL THICKNESS IN THE BELL SECTION SHALL CONFORM TO THE REQUIREMENTS OF SECTION 6.2 OF
ASTM D3139.
3. THE PIPE SHALL BE MANUFACTURED TO CAST IRON OUTSIDE DIAMETER IN ACCORDANCE WITH AWWA
C900/C905.
4. THE SEAL SHALL MEETTHE REQUIREMENTS OF ASTM F477.
5. STANDARD LAYING LENGTHS SHALL BE 20'.
6. THE PIPE SHALL BE COLORED GREEN FOR IN -GROUND IDENTIFICATION AS SEWER PIPE.
NEW PIPE EMBEDMENT
C-905 PVC PIPE
MAXIMUM TRENCH WIDTH TABLE
Pipe Size
Depth < 6'
6' < Depth < 12'
12' < Depth
6"0
2.6'
4.6'
6.6'
8"0
2.7'
4.7'
6.7'
10,10
2.9'
4.9'
6.9'
1 2"fd
3. 1'
5. 1'
7.1'
1 4"fd
3.3
5.3
7.3
1 6"fd
3.4'
5.4'
7.4'
1 8"fd
3.6'
5.6'
7.6'
APPROVALS (SEALS)
N.C.P.E.
GAVEL & DORN ENGINEERING, PLLC.
6730 FREEDOM DRIVE
• CHARLOTTE, NORTH CAROLINA 28214
704-919-1900
LICENSE NO. P-0601
DETAI L 4-C
•
•
Know what's belOW.
Call before you dig
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
NCDE0 PERMIT NO:
NCDOT ENCROACHMENT NO:
MUNICIPALITY: CHARLOTTE
DISTURBED AREA: 11.6 AC.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE WATER STANDARD
SPECIFICATIONS.
A CITY OF CHARLOTTE DEPARTMENT

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement November 6, 2020
Attachment C: Photopage CWS Project No. 2019-0062
Photograph 1. View of Forested Wetland AA, facing southwest (DP1).
y i ••'�; " :,; � . ' =�'i:: ?i; dry' f • ° � Pt';"
:4
M.
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Wi1►'d �tiS ...�J. .�ES'ly.�1"•�-._1 :V\ i. _ ..,c.� :5'�
Photograph 2. View of Wetland BB, facing west-northwest (DP2).
Photopage 1 of 5

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement November 6, 2020
Attachment C: Photopage CWS Project No. 2019-0062
Photograph 3. View of Perennial Stream A, facing upstream.
Photograph 4. View of Perennial Stream B, facing downstream.
Photopage 2 of 5

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CAROLINA WETLAND SERVICES, INC.
660 E. Westinghouse Blvd.
Charlotte, NC 28273
704-627-1177 (office)
704-627-1133 (fax)
January 25, 2021
Jason Dorn
Gavel & Dorn Engineering, PLLC.
6730 Freedom Drive
Charlotte, NC 28214
Subject: Protected Species Habitat Assessment Report
McMullen Creek Tributary at Quail Hollow Sanitary Sewer
Replacement
Charlotte, North Carolina
CWS Project No. 2019-0062
Dear Mr. Dorn,
Gavel & Dorn Engineering, PLLC., has contracted Carolina Wetland Services, Inc. (CWS) to
provide a protected species habitat assessment for the McMullen Creek Tributary at Quail
Hollow Sanitary Sewer Replacement project. The McMullen Creek Tributary at Quail Hollow
Sanitary Sewer Replacement project is an approximately 4,700-foot long, 50-foot wide sewer
corridor. The corridor is located just south of Baltusrol Lane and extends to the west-southwest
to Smithfield Church Road, with a section that extends north adjacent to Eagle Glen and ends at
Winged Bourne. A small portion of the project extends along Gleneagles Road from just west of
Seminole Court to just east of Ballantyne Court in Charlotte, North Carolina (Figure 1, attached).
Methods
In -office Desktop Review
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 (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 Explorer2 on November 20, 2020 to determine if any record occurrences of federally -listed,
candidate endangered, threatened species, or critical habitat are located within the project
limits.
Typical habitat requirements for listed species was discerned from multiple USFWS3 and
NCNHP' online resources including, but not limited to, specific USFWS species profiles,
United States Fish and Wildlife Service, Raleigh Field Office. Accessed November 20, 2020. Endangered and Threatened
Species and Species of Concern by County for North Carolina. https://www.fws.gov/raleigh/species/cntylist/mecklenburg.html
2 North Carolina Natural Heritage Data Explorer. Accessed November 20, 2020. https://ncnhde.natureserve.org/
3 U.S. Fish and Wildlife Service. 2006. Optimal Survey Windows for North Carolina's Federally Threatened and Endangered Plant
Species. https://www.fws.gov/southeast/pdf/fact-sheet/north-carolina-optimal-survey-windows-for-at-risk-and-listed-plants.pdf
Accessed November 20, 2020.
° Buchanan, M.F. and J.T. Finnegan. 2010. Natural Heritage Program List of the Rare Plant Species of North Carolina. NC Natural
NORTH CAROLINA - SOUTH CAROLINA
WWW.CWS-INC.NET
Page 1 of 8

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Protected Species Assessment Report CWS Project No. 2019-0062
recovery plans, NCNHP's Guide to Federally Listed Endangered and Threatened Species of
North Carolina, and List of the Rare Plant Species of North Carolina. United States Department
of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of
Gaston County5 and aerial imagery were also reviewed for potential habitat of listed species
within the project vicinity (Figures 2 and 3).
Field Survey
CWS scientists, Aliisa Harjuniemi, PWS6, Megan Bollero, WPIT7, and Amie Hoy, WPIT,
conducted a pedestrian habitat assessment of the project area on October 28 and December
28, 2020. Potential habitats for potentially occurring federally -protected species that were
identified during the desktop review were assessed in the field for the quality of physical and/or
biological features essential to the conservation of the applicable species. Additionally, during
the pedestrian habitat assessment, areas were reviewed for applicable federally protected
species. Identification references for natural communities include the National Land Cover
Database (2011)8.
Results
Based on the NCNHP data explorer review, there are no current occurrences of federally
protected species within a one -mile radius of the project limits (Attachment A). The USFWS
lists seven federally protected species for Mecklenburg County (Table 1). An official species list
has not been obtained from the USFWS Asheville Field Office.
Heritage Program, Raleigh, NC. Accessed from https://www.fws.gov/raleigh/species/cntylist/nc_Counties.html
5 United States Department of Agriculture, 2019. Web Soil Survey of Mecklenburg County, North Carolina. Accessed
10/28//2020. Source: https://websoilsurvey.nres.usda.gov/app/Home Page. htm
6 Professional Wetland Scientist, The Society of Wetland Scientists Professional Certification Program
7 Wetland Professional in Training, The Society of Wetland Scientist Professional Certification Program
8 MLRC. National Land Cover Database, 2011. https://www.mrlc.gov/nlcdl 1_leg.php
Page 2 of 8

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Protected Species Assessment Report CWS Project No. 2019-0062
Table 1. Unofficial List of Federally -Protected Species Potentially Occurring within the
McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement, Mecklenburg County, NC.
Major Group
Scientific Name
Common Name
Federal Status*
Record Status
Helianthus
Schweinitz's
Plant
E
Current
schweinitzii
sunflower
Echinacea
Plant
Smooth coneflower
E
Current
laevigata
Plant
Rhus michauxii
Michaux's sumac
E
Current
Lasmigona
Animal
Carolina heelsplitter
E
Current
decorata
Rusty -patched
Animal
Bombus affinis
E
Historic
bumble bee
Myotis
Northern -long-eared
Animal
T
Current
septentrionalis
bat
Haliaeetus
Animal
Bald eagle
BGPA
Current
leucocephalus
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act
Five terrestrial community types were identified within the project area during the field survey.
These community types consist of undeveloped forested areas, open grassy areas, emergent
wetlands, woody wetlands, and a sewer line Right-of-Way(Figure 3). Of the identified on -site
community types, the forested areas, open grassy areas, and perennial streams are considered
potential habitat for federally threatened or endangered species that could potentially occur
within the project limits. A brief description of each species habitat requirements and
determination of effect findings are listed below by species.
Schweinitz's sunflower (Helianthus schweinitzii)
Habitat Description:
Schweinitz's sunflower is a perennial herb with yellow rays and yellow centers. They
can reach heights of five feet. Populations are limited to the piedmont of North and
South Carolina. It has been listed as an Endangered species under the ESA since
1991.9 The typical habitat for this plant includes roadsides, old pastures, transmission
line right-of-ways, open areas, either natural or human -maintained habitats, or edges of
upland woods. Major characteristics of soils associated with suitable Schweinitz's
sunflower habitat include thin soils, soils on upland interstream flats or gentle slopes,
soils that are clay like in both composition and texture (and often with substantial rock
fragments), soils that have a high shrinkage swell capacity, and those which vary over
the course of the year from very wet to very dry.
Biological Analysis:
A NCNHP data record review revealed that there are no current occurrences for this
species within the project limits or within a one -mile radius of the project. A desktop
review of the site was conducted on October 28, 2020, and determined that the
Mecklenburg and Wilkes soil series that are commonly associated with Schweinitz's
9 United States Fish and Wildlife Services. 1991. Endangered and Threatened Wildlife and Plants; Helianthus schweinitzii
(Schweinitz's sunflower) Determined to be Endangered. http://ecos.fws.gov/docs/federal_register/frl852.pdf.
Page 3 of 8

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Protected Species Assessment Report CWS Project No. 2019-0062
sunflower habitat are found on -site throughout the project limits. There is marginal
habitat along a portion of the sewerline Right -of -Way (Photographs 1-2). However, the
majority of the project areas are either forested, or too intensively maintained through the
practices of mowing to be considered supportive habitat (Photographs 3-7). The
potential habitats were surveyed on October 28, 2020, during the optimal survey window
for this species. No Schweinitz's sunflower were observed during the site visit. Since no
Schweinitz's sunflower were observed within the project limits during the optimal survey
window, CWS concludes that the project may but unlikely to adversely affect
Schweinitz's sunflower
Smooth coneflower (Echinacea laevigata)
Habitat Description:
Smooth coneflower is a tall, perennial herbaceous plant found in areas with abundant
sunlight where competition in the herbaceous layer is minimal. It has been federally
listed as Endangered under the ESA since 1992.10 Typical habitat for this plant includes
meadows, open woodlands, the ecotonal regions between meadows and woodlands,
cedar barrens, dry limestone bluffs, clear cuts, and roadside and utility rights -of -way. In
North Carolina, the species normally grows in magnesium- and calcium- rich soils
associated with gabbro and diabase parent material, and typically occurs in Iredell,
Misenheimer, and Picture soil series. It grows best where there is abundant sunlight,
little competition in the herbaceous layer, and periodic disturbances (e.g., regular fire
regime, well-timed mowing, careful clearing) that prevents encroachment of
shade -producing woody shrubs and trees. On sites where woody succession is held in
check, it is characterized by a number of species with prairie affinities.
Biological Analysis:
A NCNHP data record review revealed that there are no current occurrences for this
species within the project limits, or within a one -mile radius of the project (Attachment A).
The majority of the project limits are forested, which does not provide the abundant
sunlight the smooth coneflower requires. The open areas within the project limits are
highly maintained lawn areas, which do not provide habitat for the smooth coneflower.
In addition, Iredell, Misenheimer, and Picture soil series commonly associated with the
smooth coneflower are not found within the project limits.11 Due to the lack of habitat
and known occurrences, CWS concludes that this project will have no effect on
smooth coneflower.
Michaux's sumac (Rhus michauxil)
Habitat Description:
Michaux's sumac is a rhizomatous shrub. It is densely hairy with compound leaves
exhibiting evenly -serrated leaflets. Flowers are small, greenish to white, in terminal
clusters. Fruits are red drupes produced from August to October. It has been listed as
an Endangered species under the Endangered Species Act (ESA) since 1989.12 It is
10 United States Fish and Wildlife Services. 1992. Endangered and Threatened Wildlife and Plants; Echinacea laevigata (Smooth
Coneflower) Determined to be Endangered. http://ecos.fws.gov/docs/federal—register/fr2l4O.pdf.
United States Department of Agriculture, 2020. Web Soil Survey of Mecklenburg County, North Carolina. Accessed
10/28//2020. Source: https://websoilsurvey.nres.usda.gov/app/Home Page. htm
12 United States Fish and Wildlife Services. 1989. Endangered and Threatened Wildlife and Plants; Determination of Endangered
Page 4 of 8

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Protected Species Assessment Report CWS Project No. 2019-0062
found on the coastal plains of Virginia to Florida, with most populations occurring in
North Carolina. It prefers sandy or rocky open woods with basic soils, as well as,
highway right-of-ways, roadsides, or edges of artificially -maintained clearings.
Biological Analysis:
A NCNHP data record review revealed that there are no current occurrences for this
species within the project limits, or within a one -mile radius of the project (Attachment A).
Disturbed open areas conducive to early -succession species are not present in the
project area. The on site soil series are too acidic to provide suitable habitat for
Michaux's sumac. Additionally, there are no current records of this species within
Mecklenburg County13. Due to the lack of habitat and known occurrences, CWS
concludes that this project will have no effect on Michaux's sumac.
Carolina heelsplitter (Lasmiaona decorata)
Habitat Description:
The Carolina heelsplitter was historically known from several locations within the
Catawba and Pee Dee River systems in North Carolina and the Pee Dee and Savannah
River systems, and possibly the Saluda River system in South Carolina. In North
Carolina, the species is now known only from a handful of streams in the Pee Dee and
Catawba River systems. The species exists in very low abundances, usually within 6 feet
of shorelines, throughout its known range. The general habitat requirements for the
Carolina heelsplitter are shaded areas in large rivers to small streams, often burrowed
into clay banks between the root systems of trees, or in runs along steep banks with
moderate current. Recently, the Carolina heelsplitter has been found in sections of
streams containing bedrock with perpendicular crevices filled with sand and gravel, and
with wide riparian buffers."
Biological Analysis:
There are four perennial streams on site. However, Stream A has a weak bank structure
and is heavily embedded with silt, and Streams B, D, and E have moderately incised
banks and the stream bottoms are heavily embedded with silt, which is not suitable
habitat for Carolina heelsplitter (Photographs 6-8). The site is located within an urban
watershed and it flows directly into McMullen Creek. McMullen Creek is on the 303d list
as an impaired stream.15 Additionally, the NCNHP data record review revealed that
there are no current occurrences for this species within the project limits, or within a
one -mile radius of the project (Attachment A). The project is not located within a
designated critical habitat for this species. Therefore, CWS concludes that this
project will have no effect on the Carolina heelsplitter.
Status for Rhus michauxii (Michaux's sumac). http://ecos.fws.gov/docs/federal_register/frl601.pdf.
13 USFWS Michaux's Sumac Recovery Plan; https://ecos.fws.gov/docs/recovery_plan/930430.pdf
14 NCDOT TE Animal Habitat Descriptions. 2015.
https://connect.ncdot.gov/resources/Environmental/Compliance%20Guides%20and%20Procedures/TE%2OAnimal%2OHabitat%
20Descriptions%2OMar_6_2015.pdf
5 City of Charlotte, NC Storm Water Services. Accessed October 28, 2020. Surface Water Quality: Watershed Planning; 303(d).
https://charlottenc.gov/StormWater/Surface WaterQuality/PagesMlatershedPlanning.aspx
Page 5 of 8

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Protected Species Assessment Report CWS Project No. 2019-0062
Rusty Patched Bumble Bee (Bombus affinis)
The Rusty patched bumble bee was listed as Endangered under the ESA in January 2016.16
Rusty patched bumble bees once occupied grasslands and tallgrass prairies of the Upper
Midwest and Northeast, but most grasslands and prairies have been lost, degraded, or
fragmented by conversion to other uses. According to USFWS guidance, "the rusty patched
bumble bee population has declined by approximately 90% or more. There are currently
records of Bombus affinis in isolated places within 13 states and 1 providence since 2000. In
these areas, surveys should only be completed by qualified biologists under the guidance of the
federal recovery/scientific permit under section 10(a)(1)(B) of the ESA. These surveyors must
also meet all applicable state permitting and reporting requirements. The presence of Bombus
affinis has been broken down into three zones. A high potential zone provides a reasonable
basis for describing where the species is likely to be present and where federal agencies and
others should consult with Fish and Wildlife Services to evaluate the potential effects of their
actions. A low potential zone buffers a high potential zone and are much less likely to support
existing populations. Scientists are hopeful that some of these low potential areas may contain
the bee, and they recommend that surveyors obtain a scientific recovery permit. The third zone
is the unoccupied zone. Scientists believe that the likelihood of finding the species in these
areas is so low that they do not recommend scientific recovery permits, unless a Bombus affinis
may have accidentally been collected.17 According to USFWS' Rusty Patched Bumble Bee
Interactive Map, Mecklenburg County is located within an unoccupied zone. Therefore, the
proposed project will have no effect on the Rusty -patched bumble bee.
Northern long-eared bat (Mvotis septentrionalis)
The northern long-eared bat (NLEB) is one of the species of bats most impacted by the
white -nose syndrome disease. Summer habitat (roosting habitat) of the NLEB includes forests
and woodlots containing live trees and/or dead snags greater than three inches diameter at
breast height with cavities or crevices. Winter habitat (hibernacula) of the NLEB includes caves,
mines, rocky areas, or structures that mimic similar conditions such as culverts greater than
48-inch in diameter.18 The NLEB was listed as Threatened (T) on April 2, 2015.
The forested areas within the property are potential habitats for the NLEB. No culverts greater
and 48-inch were observed within the study area.
McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement project area is within
range of the NLEB,19. However, there are no known hibernaculum within 0.25 miles from a site
and no known occupied maternity roost within 150 feet.
In accordance with the final 4(d) rule (effective as of February 16, 2016), any incidental take that
may result from associated activities is exempt under the 4(d) rule. Therefore, the project as
proposed is exempt under the 4(d) rule.
16 United States Fish and Wildlife Services.
https://www.fws.gov/midwest/endangered/insects/rpbb/pdf/Survey_Protocols_RPBB_12April2019.pdf
17 United States Fish and Wildlife Services. https://www.fws.gov/midwest/endangered/insects/rpbb/index.html
18 United States Fish and Wildlife Service. 2016. 4(d) Rule for the Northern Long -Eared Bat, Final rule.
https://www.gpo.gov/fdsys/pkg/FR-2016-01-14/pdf/2016-00617.pdf
19 The U.S. Fish and Wildlife Service (USFWS) 2016. https://www.fws.gov/midwest/endangered/mammals/nleb/pdf/WNSZone.pdf
Page 6 of 8

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Protected Species Assessment Report CWS Project No. 2019-0062
Bald eagle (Haliaeetus leucocephalusA
The Bald and Golden Eagle Protection Act,20 enacted in 1940, prohibits anyone without a permit
issued, from "taking" bald eagles, including their parts, nests, or eggs. Habitat for the bald eagle
includes cliffs and forested areas near estuaries, large lakes, reservoirs, rivers, seacoast, and
as they become more abundant, stands of undisturbed forests. A desktop-GIS assessment of
the project study area, as well as, the area within a 1 mile radius of the project limits, was
performed on October 28, 2020 using 2020 color aerial photography. Quail Hollow Country
Club Lake, is located within 1 mile of the project limits and is a water body large enough to be
considered a potential feeding source. Foraging habitat exists within the review area and the
site contains big trees that would be suitable for roosting or nesting. However, no bald eagles
or bald eagle nests were observed within the suitable bald eagle habitat areas. Additionally, a
review of the NCNHP database on November 20, 2020 revealed no known occurrences of this
species within 1.0 mile of the project study area. Due to the lack of observations during the site
assessment on October 28, 2020 and known occurrences, CWS concludes that this project
will have no effect on this species.
Summary
Based on a literature search and the results of the on -site assessment for suitable habitat of
federally -protected endangered, threatened, and candidate species, supportive habitat was not
observed within the project limits for smooth coneflower, Michaux's sumac, Carolina heelsplitter
or bald eagle. Marginal habitat was observed for Schweinitz's sunflower, but no individuals of
this species were observed.
CWS has concluded that activities within the project area may affect, but not likely to adversely
affect Schweinitz's sunflower, smooth coneflower, Michaux's sumac, Carolina heelsplitter, or
bald eagle. Biological determination requirements for federally protected species are
summarized in Table 2.
Based on the project area location, no tree removal activities will occur within a 150-foot radius
of a known, occupied NLEB maternity roost from June 1-July 31 and no trees will be removed
within 0.25 miles of a known hibernaculum at any time of year.
Biological determinations requirements for federally protected species are summarized in Table
2.
20 https://www.fws.gov/midwest/MidwestBird/eaglepermits/bagepa.html
Page 7 of 8

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Protected Species Assessment Report CWS Project No. 2019-0062
Table 2. Biological Determination Requirements Summary Table for Federally Protected Species
Scientific Name
Common Name
Federal
Status*
Effect on Listed
Species
Helianthus schweinitzii
Schweinitz's sunflower
E
MANLAA
Echinacea laevigata
Smooth coneflower
E
No Effect
Rhus michauxii
Michaux's sumac
E
No Effect
Lasmigona decorata
Carolina heelsplitter
E
No Effect
Bombus affinis
Rusty -patched bumble bee
E
No Effect
Myotis septentrionalis
Northern -long-eared bat
T
Exempt
Haliaeetus
leucocephalus
Bald eagle
BGPA
No Effect
* E - Endangered, T - Threatened, BGPA - Bald and Golden Eagle Protection Act
** - May affect, but not likely to adversely affect
A biological assessment was not conducted for this project. All biological determinations of
effect represent the best professional opinion of CWS and are not official determinations of
effect. It is the responsibility of the lead federal agency to render an official determination of
effect and whether consultation with USFWS is required to comply with Section 7 of the
Endangered Species Act. Should the lead federal agency's determination of effect differ from
the findings of CWS, additional surveys and formal or informal consultation with USFWS may be
required.
Thank you for the opportunity to provide these services on this important project. Please do not
hesitate to contact Megan Bollero at 757-576-6433 or [e-mail] should you have any
questions or comments regarding this report.
Sincerely,
Megan Bollero, WPIT
Project Scientist
Aliisa Harjuniemi, PWS
Senior Project Manager
Attachments: Figure 1: USGS Topographic Map
Figure 2: USDA-NRCS Web Soil Map of Mecklenburg County
Figure 3: Aerial Map
Attachment A: NCNHP Data Review Report
Attachment B: Representative Photographs (1 - 11)
Page 8 of 8

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CWS PROJECT NO: DRAWN BY:
2019-0062 ALH McMullen Creek Tributary at
COORDINATES: CHECKED BY: CAR ❑ L I NA Quail Hollow Sanitary Sewer Replacement
35.109905,-80.84107 AVH WETLAND SERVICES Mecklenburg County
Charlotte, North Carolina
G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\PETS\ArcGIS\Figurel_Topo_updatedl.19.2021.rrixd

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G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\PETSVArcGIS\Figure2_Current _updated1.19.2021.rrixd

G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\PETS\ArcGIS\Figure3_aerial _updated1.19.2021.rrixd

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Attachments CWS Project No. 2019-0062
ATTACHMENT A:
NCNHP Data Review Report

■ ■■■ Roy Cooper. Governor
00 0 NC DEPARTMENT OF Susi Hamilton, Secretary
■■L■■ NATURAL AND CULTURAL RESOURCES
IN won Walter Clark, Director, Land and Water Stewardship
NCNHDE-13378
November 20. 2020
Amie Hoy
Carolina Wetland Services
550 East Westinghouse Blvd
Charlotte, NC 28273
RE. McMullen at Quail Hollow, 2019-0062
Dear Amie Hoy.
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally -listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodney.butlerLncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. NC 27699
& OFC g19.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
McMullen at Quail Hollow
Project No. 2019-0062
November 20, 2020
NCNH DE-13378
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present, it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
Managed Area Name Owner Owner Type
Mecklenburg County Open Space - McMullen Creek Mecklenburg County Local Government
Greenway
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on November 20, 2020; source: NCNHP, Q3 October 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
McMullen at Quail Hollow
Project No. 2019-0062
November 20, 2020
NCNH DE-13378
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank 0 OEM i 111
Vascular Plant 13743 Delphinium exaltatum Tall Larkspur 1800s Hi? 5-Very --- Endangered G3 S2
Low
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name ier Type AN
Mecklenburg County Open Space - Little Sugar Mecklenburg County Local Government
Creek Greenway
Mecklenburg County Open Space - McMullen Creek Mecklenburg County Local Government
Greenway
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on November 20, 2020; source: NCNHP, Q3 October 2020.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

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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), (c) OpenStreetMap contributors, and the GIS
User Community
Page 4 of 4

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Attachments CWS Project No. 2019-0062
ATTACHMENT B:
Photopage (Photographs 1-11)

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Attachment B: Photopage CWS Project No. 2019-0062
Photograph 1. View of marginal habitat for Schweinitz's sunflower, facing southeast.
Photograph 2. View of marginal habitat for Schweinitz's sunflower, facing northwest.
Photopage 1 of 6

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement
Attachment B: Photopage
January 25, 2021
CWS Project No. 2019-0062
Photograph 3. View of unsuitable habitat for Schweinitz's sunflower, smooth coneflower, and
Michaux's sumac, facing southwest.
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Photograph 4. View of unsuitable habitat for Schweinitz's sunflower, smooth coneflower, and
Michaux's sumac, facing west.
Photopage 2 of 6

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Attachment B: Photopage CWS Project No. 2019-0062
Photograph 5. View of unsuitable habitat for Schweinitz's sunflower, smooth coneflower, and
Michaux's sumac, facing north.
Photograph 6. View of unsuitable habitat for Schweinitz's sunflower, smooth coneflower, and
Michaux's sumac, facing southwest.
Photopage 3 of 6

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement
Attachment B: Photopage
January 25, 2021
CWS Project No. 2019-0062
Photograph 7. View of unsuitable habitat for Schweinitz's sunflower, smooth coneflower, and
Michaux's sumac, facing northwest.
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Photograph 8. View of unsuitable habitat for Carolina Heelsplitter, facing upstream.
Photopage 4 of 6

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement January 25, 2021
Attachment B: Photopage CWS Project No. 2019-0062
Photograph 9. View of unsuitable habitat for Carolina Heelsplitter, facing downstream.
Photograph 10. View of unsuitable habitat for Carolina Heelsplitter, facing upstream.
Photopage 5 of 6

McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement
Attachment B: Photopage
January 25, 2021
CWS Project No. 2019-0062
Photograph 11. View of unsuitable habitat for Carolina Heelsplitter, facing downstream.
Photopage 6 of 6

January 25, 2021
Ramona Bartos
Deputy State Historic Preservation Officer
North Carolina State Historic Preservation Office
4617 Mail Service Center
Raleigh, North Carolina 27699-4617
Subject: Request for Records Search
McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement
Charlotte, North Carolina
CWS Project No. 2019-0062
Dear Ms. Bartos:
Charlotte Water, is hereby contacting the North Carolina State Historic Preservation Office regarding the presence
of any historic properties or cultural resources within the referenced project area. The McMullen Creek Tributary
at Quail Hollow Sanitary Sewer Replacement site is an approximately 4,700-foot long, 50-foot wide sewer
corridor. The corridor is located just south of Baltusrol Lane and extends to the west-southwest to Smithfield
Church Road, with a section that extends north adjacent to Eagle Glen and ends at Winged Bourne. A small
portion of the project extends along Gleneagles Road from just west of Seminole Court to just east of Ballantyne
Court in Charlotte, North Carolina (Figures 1 and 2). The center coordinates for the project are 35.109905°,
-80.84107°. Carolina Wetland Services, Inc. (CWS) is the acting environmental consultant for this project and has
prepared the following documentation. CWS will be included in all correspondences.
The study area consists of undeveloped forest, open grassy areas, and a sewer line Right -of -Way. The purpose
of the project is to provide improvements for the wastewater system. The proposed project will likely require a
Clean Water Act Section 404/401 permit. Based on a review of the State Historic Preservation Office's online GIS
application and GIS layer, there are no historic properties within the study area (Figure 4).' There were no
structures observed during the pedestrian survey conducted on October 28 and December 28, 2020.
Please provide a written response concerning your determination regarding the presence of any historic
properties or cultural resources within the project area. Please do not hesitate to contact Aliisa Harjuniemi at
980-259-1222 or [e-mail] or Irene Teshamulwa Okioga at 704-336-1063 or
[e-mail] should you have any questions or comments regarding this request. Thank you for
your attention to this matter.
Si cere).y,
Irene Tes ulwaZkioga
704-336-1063
[e-mail]
Attachments: Figure 1. Vicinity Map
Figure 2. USGS Topographic Map
Figure 3. Aerial Imagery
Figure 4. State Historic Preservation Office Map
cc: Aliisa Harjuniemi
Carolina Wetland Services, Inc.
' HPOWEB: NCHPO GIs Service. <http://gis.ncdcr.gov/hpoweb/> Accessed November 20, 2020.

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FIGURE NO.
CWS PROJECT NO:
DRAWN BY:
2019-0062
ALH
McMullen Creek Tributary at
Quail Hollow Sanitary Sewer Replacement
COORDINATES:
CHECKED BY:
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Charlotte, North Carolina
Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\Cultural Resources\Figures\Figurel_Vicinity_updatedl.19.21.rro

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SCALE: DATE: FIGURE NO.
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CWS PROJECT NO: DRAWN BY:
2019-0062 ALH McMullen Creek Tributary at
COORDINATES: CHECKED BY: CAR ❑ L I NA Quail Hollow Sanitary Sewer Replacement
35.109905,-80.84107 AVH WETLAND SERVICES Mecklenburg County
Charlotte, North Carolina 12
Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0062 McMullen Creek Tributary Sewer thru Quail Hollow Country Club to Gleneagles Road\Cultural Resources\Figures\Figure2_Topo_ updatedl.19.21.rrrc(

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Charlotte -Mecklenburg
STORM
k V�__ —
WATER
Services "
Irene Okioga
Charlotte Water
5100 Brookshire Blvd
Charlotte, NC 28216
Transmitted via email to Megan Bollero [e-mail]
600 E. Fourth Street
Charlotte, NC 28202
Fax [phone]
February 16, 2021
Subject Project: McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement
HUC#: 03050103 (Lower Catawba)
The purpose of this letter is to notify you that the City of Charlotte Umbrella Stream and Wetland Mitigation Bank
("Umbrella Bank7) is willing to accept payment for stream impacts associated with the subject project. Please note that the
decision by the Umbrella Bank to accept the mitigation requirements of this project does not assure that this payment will be
approved by the U.S. Army Corps of Engineers or the North Carolina Division of Water Quality 401/Wetlands Unit. It is the
responsibility of the applicant to contact these agencies to determine if payment to the Umbrella Bank for impacts associated
with this project is appropriate.
This acceptance is valid for three months from the date of this letter. The following documents must be submitted to the
Umbrella Bank within this time frame for this acceptance to remain valid:
1. 404 Permit Verification
2. 401 Water Quality Certification
3. Executed Departmental Transfer Invoice (DTI) between Engineering Services and Storm Water Services
detailing the use of and payment for the credits described in the table below.
Based on the information supplied by your office, the stream and wetland credits that are necessary to satisfy the
compensatory mitigation requirements for this project are detailed in the table below. The total mitigation credits available
for this project are also indicated in this table.
Stream
(linear feet)
Wetlands
(acres)
Credits Requested for This Project
60
0.00
Credits Available for This Project
60
0.00
Mitigation Project Name(s)
Coliseum Creek
Stream
(linear feet)
Wetlands
(acres)
Credits Requested for This Project
0.00
0.03
Credits Available for This Project
0.00
0.03
Mitigation Project Name(s)
Muddy Creek
The stream and wetland mitigation will be provided as specified in the Section 404 Permit or corresponding 401 Water
Quality Certification for impacts associated with the subject project in Hydrologic Unit 03050103 of the Lower Catawba
Basin. The mitigation will be performed in accordance with the Agreement to Establish the City of Charlotte Umbrella
Stream and Wetland Mitigation Bank in Mecklenburg County, North Carolina, dated June, 16, 2004.
W�•
To report pollution or drainage problems, call: 311 ■ 7t
(AARIATTE http://stormwater.charmeck.org K�. �1

If you have any questions or need additional information, please contact me at [phone] or
erin. shanaberger(kcharlottenc. gov.
Sincerely,
Charlotte Storm Water Services
Erin Shanaberger, PWS
Mitigation Bank Administrator
cc: File

Blasting will be most likely required to complete the proposed work during Spring 2021 - Fall
2021. Geotechnical investigations have been performed along the project corridor, but the
specific locations where blasting might be necessary are not yet known. Pre -drilling will be
performed once construction begins and the blasting plan will be developed as necessary. The
blasting plan will be provided upon request once completed.
There are no red HUCs within 0.25 mile from the study area.

ID#* 20210038
Version* 1
Regional Office * Mooresville Regional Office - [phone]
Reviewer List* Alan Johnson
Pre -Filing Meeting Request submitted 1/5/2021
Contact Name*
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Megan Bollero
[e-mail]
McMullen Creek Tributary at Quail Hollow Sanitary Sewer Replacement
Irene Okioga
Mecklenburg
Street Address
600 E 4th Street
Address Line 2
aty
Charlotte
Postal / Zip axle
28202
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes (-- No
State / Province / Pegion
NC
Country
USA
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*
New sewerline installation to help support the growing population in
the Charlotte Metro area. There will also be bank stabilization in
areas of McMullen Creek. There are proposed wetland and stream
impacts. The most current plans are attached below, as well as our
wetland delineation map and photopage.

Please give a couple of dates you are available for a meeting.
Please attach the documentation you would like to have the meeting about.
Combined Site Plans 121820.pdf 13.31 MB
Figure8A_JD.pdf 990KB
Figure8B_JD 11x171.pdf 6.58MB
Figure8C_JD.pdf 286.13KB
McMullen Creek Tributary_Photopage - Google
2.19MB
Docs.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
ate"
Submittal Date 1/5/2021