20200927 Ver 2_ePCN Application_20230126

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
9/30/2022
BIMS # Assigned* Version#*
20200927 2
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Mooresville Regional Office - [phone]
Information for Initial Review
la. Name of project:
Back Creek Interceptor Improvements
la. Who is the Primary Contact?*
Aliisa Harjuniemi
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Andrew Pitner:eads\ahpitner
1 b. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
1/26/2023
Nearest Body of Water
Back Creek
Basin
Yadkin-PeeDee
Water Classification
Class C
Site Coordinates
Latitude:
35.311903
A. Processing Information
County (or Counties) where the project is located:
Cabarrus
Mecklenburg
Is this a NCDMS Project
Yes No
Is this project a public transportation project?*
Longitude:
-80.654795
Yes No

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
Please provide the date of the previous submission.*
7/17/2020
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 58 - Utility Line Activities for Water and Other Substances (frequently used)
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
Id. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Water and Sewer Authority of Cabarrus County; POC: Chad VonCannon
2b. Deed book and page no.:
WSACC Easement
2c. Contact Person:
401 Water Quality Certification - Express
Riparian Buffer Authorization
Yes No
Yes No

2d. Address
Street Address
232 Davidson Hwy Concord
Address Line 2
City
Concord
Postal / Zip Code
28027
State / Province / Region
NC
Country
USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Aliisa Harjuniemi
4b. Business Name:
Carolina Wetland Services, Inc.
4c. Address
Street Address
550 Westinghouse Blvd
Address Line 2
City
Charlotte
Postal / Zip Code
28273
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Harrisburg
2. Project Identification
2a. Property Identification Number:
WSACC Easement
2c. Project Address
Street Address
along Back Creek
Address Line 2
City
Harrisburg
Postal / Zip Code
28075
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Back Creek
3b. Water Resources Classification of nearest receiving water: *
Class C
3c. What river basin(s) is your project located in?*
2b. Property size:
32.5
State / Province / Region
NC
Country
USA
Yadkin-PeeDee

3d. Please provide the 12-digit HUC in which the project is located.
030401050301
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 Back Creek Interceptor Improvements project limits consist of a variable width, approximately 4 miles long corridor along Back Creek, west of Caldwell Park Drive, eastward to just
north of Live Oak Road in Cabarrus County, North Carolina, North Carolina (Figures 1 and 2, Attachment A).
The project area consists of undeveloped forest, open fields, and a maintained sewerline easement. On -site elevations range from 590-610 feet above mean sea level (Figure 2). Land
cover within the project area consists of deciduous forest, mixed forest, herbaceous area, emergent wetlands, and woody wetlands (Figure 3). The surrounding land use consists of
undeveloped forested areas, single family housing developments, and both institutional and commercial properties.
According to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of Cabarrus and Mecklenburg Counties (Figure 4)
and the NRCS Published Soil Survey for Cabarrus County (Figure 5), on -site soils consist of eight different soil types. Of the on -site soils, Chewacla sandy loam and Iredell loam are listed
on the Web Soil Survey as containing hydric inclusions.
A review of the National Wetlands Inventory GIS layer depicts a potential freshwater forested/shrub wetland in the eastern portion of the project limits and a potential riverine wetland along
the northern and eastern portions of the project limits (Figure 6).
The jurisdictional waters of the U.S. were delineated by Carolina Wetland Services. Figures 7A and 7B depict the approximate locations of these features.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
The previously issued 404/401 permits for this project have expired (Attachment C). The currently proposed impacts are the same.
404 Permit verification, dated February 3, 2021 (SAW-2020-00491)
401 WQC, dated August 13, 2020 (DWR#20-0927)
4f. List the total estimated acreage of all existing wetlands on the property:
3.5 acres
4g. List the total estimated linear feet of all existing streams on the property:
340 If intermitent stream; 516 If perennial stream
4h. Explain the purpose of the proposed project: *
The Back Creek Interceptor Improvements project will construct a new 30-inch diameter gravity sewer interceptor along Back Creek from the confluence with Fuda Creek in Cabarrus
County to the Charlotte Water Back Creek Pump Station in Mecklenburg County. The total amount of 30-inch sewer is approximately 21,000 If and includes approximately 60 If of 24-inch
sewer modified near the pump station (see sheet C-121).
The new gravity sewer will generally parallel the existing sewerlines to utilize the existing easements. The existing easements will be expanded to accommodate the new sewer. The
proposed interceptor will be installed farther away from the creek in relation to the existing sewer.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Under Nationwide Permit (NWP) No. 58, proposed stream impacts associated with this sewerline construction project are due to 14 open cut stream crossings (S1-S34). Out of these 14
stream crossings, seven will be permanent, at grade crossings. Additionally, the project proposes 29 wetland crossings, resulting in both temporary and permanent wetland impacts (W1-
W64).
The proposed impacts and construction plan details are included in the Attachment E. The proposed impacts are described in detail below.
Stream Impacts (S1-S34)
All stream sewerline 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 sewerline in the dry, temporary stream crossings, sewerline installation, and bank stabilization. Proposed temporary stream impacts
total 454 linear feet. Permanent stream impacts for this project total 200 linear feet, but will not result in permanent loss of waters of the U.S.
The seven proposed permanent stream crossings are required to provide access for maintenance and will be constructed at the existing grade with interlocking concrete block matting
(Detail A; Sheet 29, Attachment E). All permanent crossings will be limited to 10 linear feet, totaling 70 linear feet.
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 below the 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 130 linear feet for the entire project. Riprap will be keyed at the level of existing grade (Detail E, Sheet 28, Attachment E). The project is
located within urban watershed, therefore rip rap below the ordinary high water mark is required to protect the installed utility crossing.
Wetland Impacts (W1-W64)
Proposed impacts to jurisdictional wetlands total approximately 3.371 acres. The proposed permanent wetland impacts total 1.143 acres. 1.123 acres of these impacts are the result of a
permanently maintained easement through forested wetland, where forested wetland will be mechanically cleared and permanently converted to maintained herbaceous wetland. 0.02
acre of these permanent impacts consist of permanent fill for a gravel access road. The temporary wetland impacts total 2.228 acre and are the result of temporary clearing and fill for
construction.
All disturbed areas will be returned to original grade and seeded with a native seed mix within 90 days of completion of the project. 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.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
No Unknown

Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
SAW-2020-00491
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Carolina Wetland Services, Inc.
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
PJD issued March 25, 2020
6. Future Project Plans
6a. Is this a phased project?*
Yes 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?
No additional phases are planned in the foreseeable future.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
2. Wetland Impacts
Streams -tributaries
Pond Construction
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
W1
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland GG
No
Corps
0.040
(acres)
W2
Permanent clearing
P
Bottomland Hardwood Forest
Wetland GG
Yes
Corps
0.010
(acres)
W3
Temporary clearing
T
Bottomland Hardwood Forest
Wetland GG
Yes
Corps
0.010
(acres)
W4
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland FF
No
Corps
0.020
(acres)
W5
Permanent clearing
P
Bottomland Hardwood Forest
Wetland FF
Yes
Corps
0.020
(acres)
W6
Temporary clearing
T
Bottomland Hardwood Forest
Wetland FF
Yes
Corps
0.010
(acres)
W7
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland EE
No
Corps
0.090
(acres)
W8
Permanent clearing
P
Bottomland Hardwood Forest
Wetland EE
Yes
Corps
0.070
(acres)
W9
Temporary clearing
T
Bottomland Hardwood Forest
Wetland EE
Yes
Corps
0.060
(acres)
W10
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland HH
No
Corps
0.110
(acres)
Wil
Permanent clearing
P
Bottomland Hardwood Forest
Wetland HH
Yes
Corps
0.030
(acres)
W12
Temporary clearing
T
Bottomland Hardwood Forest
Wetland HH
Yes
Corps
0.100
(acres)
W13
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland II
Yes
Corps
0.020
(acres)
W14
Temporary clearing
T
Bottomland Hardwood Forest
Wetland II
Yes
Corps
0.010
(acres)

W15
Permanent clearing
P
Bottomland Hardwood Forest
Wetland JJ
Yes
Corps
0.030
(acres)
W16
Temporary clearing
T
Bottomland Hardwood Forest
Wetland JJ
Yes
Corps
0.070
(acres)
W17
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland DD
No
Corps
0.010
(acres)
W18
Permanent clearing
P
Bottomland Hardwood Forest
Wetland DD
Yes
Corps
0.020
(acres)
W19
Temorary clearing
T
Bottomland Hardwood Forest
Wetland DD
Yes
Corps
0.010
(acres)
W20
Permanent clearing
P
Bottomland Hardwood Forest
Wetland CC
Yes
Corps
0.003
(acres)
W21
Temporary clearing
T
Bottomland Hardwood Forest
Wetland CC
Yes
Corps
0.002
(acres)
W22
Permanent clearing
P
Bottomland Hardwood Forest
Wetland BB
Yes
Corps
0.020
(acres)
W23
Temoprary clearing
T
Bottomland Hardwood Forest
Wetland BB
Yes
Corps
0.050
(acres)
W24
Permanent clearing
P
Bottomland Hardwood Forest
Wetland AA
Yes
Corps
0.010
(acres)
W25
Temporary clearing
T
Bottomland Hardwood Forest
Wetland AA
Yes
Corps
0.200
(acres)
W26
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland KK
No
Corps
0.030
(acres)
W27
Permanent clearing
P
Bottomland Hardwood Forest
Wetland KK
Yes
Corps
0.040
(acres)
W28
Temporary clearing
T
Bottomland Hardwood Forest
Wetland KK
Yes
Corps
0.100
(acres)
W29
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland LL
No
Corps
0.001
(acres)
W30
Permanent clearing
P
Bottomland Hardwood Forest
Wetland LL
Yes
Corps
0.020
(acres)
W31
Temporary clearing
T
Bottomland Hardwood Forest
Wetland LL
Yes
Corps
0.020
(acres)
W32
Permanent clearing
P
Bottomland Hardwood Forest
Wetland MM
Yes
Corps
0.080
(acres)
W33
Temporary clearing
T
Bottomland Hardwood Forest
Wetland MM
Yes
Corps
0.020
(acres)
W34
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland NN
No
Corps
0.010
(acres)
W35
Permanent clearing
P
Bottomland Hardwood Forest
Wetland NN
Yes
Corps
0.020
(acres)
W36
Temporary clearing
T
Bottomland Hardwood Forest
Wetland NN
Yes
Corps
0.010
(acres)
W37
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland 00
No
Corps
0.020
(acres)
W38
Permanent clearing
P
Bottomland Hardwood Forest
Wetland 00
Yes
Corps
0.020
(acres)
W39
Temporary clearing
T
Bottomland Hardwood Forest
Wetland 00
Yes
Corps
0.005
(acres)
W40
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland PP
No
Corps
0.120
(acres)
W41
Permanent clearing
P
Bottomland Hardwood Forest
Wetland PP
Yes
Corps
0.240
(acres)
W42
Temporary clearing
T
Bottomland Hardwood Forest
Wetland PP
Yes
Corps
0.060
(acres)
W43
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland RR
No
Corps
0.060
(acres)
W44
Permanent clearing
P
Bottomland Hardwood Forest
Wetland RR
Yes
Corps
0.010
(acres)
W45
Temporary clearing
T
Bottomland Hardwood Forest
Wetland RR
Yes
Corps
0.040
(acres)

W46
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland SS
No
Corps
0.270
(acres)
W47
Permanent clearing
P
Bottomland Hardwood Forest
Wetland SS
Yes
Corps
0.220
(acres)
W48
Temporary clearing
T
Bottomland Hardwood Forest
Wetland SS
Yes
Corps
0.200
(acres)
W49
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland TT
No
Corps
0.060
(acres)
W50
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland UU
No
Corps
0.020
(acres)
W51
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland W
No
Corps
0.110
(acres)
W52
Permanent clearing
P
Bottomland Hardwood Forest
Wetland W
Yes
Corps
0.040
(acres)
W53
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland WW
No
Corps
0.050
(acres)
W54
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland XX
No
Corps
0.020
(acres)
W55
Permanent clearing
P
Bottomland Hardwood Forest
Wetland YY
Yes
Corps
0.010
(acres)
W56
Temporary clearing
T
Bottomland Hardwood Forest
Wetland YY
Yes
Corps
0.030
(acres)
W57
Permanent clearing
P
Bottomland Hardwood Forest
Wetland ZZ
Yes
Corps
0.020
(acres)
W58
Temporary clearing
T
Bottomland Hardwood Forest
Wetland ZZ
Yes
Corps
0.010
(acres)
W59
Permanent clearing
P
Bottomland Hardwood Forest
Wetland 1AA
Yes
Corps
0.100
(acres)
W60
Temporary clearing
T
Bottomland Hardwood Forest
Wetland 1AA
Yes
Corps
0.090
(acres)
W61
Permanent clearing
P
Bottomland Hardwood Forest
Wetland 1 BB
Yes
Corps
0.080
(acres)
W62
Permanent clearing
P
Bottomland Hardwood Forest
Wetland 1CC
Yes
Corps
0.010
(acres)
W63
Construction
disturbance
T
Bottomland Hardwood Forest
Wetland 1DD
No
Corps
0.060
(acres)
W64
Permanent fill for gravel
road
P
Bottomland Hardwood Forest
Wetland 1 DD
No
Corps
0.020
(acres)
2g. Total Temporary Wetland Impact
2.228
2g. Total Wetland Impact
3.371
2g. Total Permanent Wetland Impact
1.143
2i. Comments:
Permanent wetland impacts (except W4; fill for gravel access road) are result of converting forested wetland to herbaceous for the utility -line
maintenance easement. Temporary impacts are utility -line construction related disturbance and clearing.
3. Stream Impacts
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Permanent crossing
Permanent
Fill
Stream C
Perennial
Both
4
Average (feet)
10
(linear feet)
S2
Rip rap stabilization
Permanent
Bank Stabilization
Stream C
Perennial
Both
4
Average (feet)
10
(linear feet)
S3
Construction disturbance
Temporary
Fill
Stream C
Perennial
Both
4
Average (feet)
33
(linear feet)
S4
Rip rap stabilization
Permanent
Bank Stabilization
Stream D
Intermittent
Both
2
Average (feet)
10
(linear feet)
S5
Construction disturbance
Temporary
Fill
Stream D
Intermittent
Both
2
Average (feet)
23
(linear feet)

S6
Rip rap stabilization
Permanent
Bank Stabilization
Stream A
Intermittent
Both
3
Average (feet)
10
(linear feet)
S7
Construction disturbance
Temporary
Fill
Stream A
Intermittent
Both
3
Average (feet)
33
(linear feet)
S8
Permanent crossing
Permanent
Bank Stabilization
Stream E
Intermittent
Both
3
Average (feet)
10
(linear feet)
sg
Construction disturbance
Temporary
Fill
Stream E
Intermittent
Both
3
Average (feet)
4
(linear feet)
S10
Rip rap stabilization
Permanent
Bank Stabilization
Stream F
Intermittent
Both
2
Average (feet)
10
(linear feet)
011
Construction disturbance
Temporary
Fill
Stream F
Intermittent
Both
2
Average (feet)
46
(linear feet)
S12
Rip rap stabilization
Permanent
Bank Stabilization
Stream G
Perennial
Both
3
Average (feet)
10
(linear feet)
S13
Construction disturbance
Temporary
Fill
Stream G
Perennial
Both
3
Average (feet)
53
(linear feet)
S14
Rip rap stabilization
Permanent
Bank Stabilization
Stream H
Perennial
Both
3
Average (feet)
10
(linear feet)
S15
Construction disturbance
Temporary
Fill
Stream H
Perennial
Both
3
Average (feet)
33
(linear feet)
S16
Rip rap stabilization
Permanent
Bank Stabilization
Stream I
Perennial
Both
7
Average (feet)
10
(linear feet)
S17
Construction disturbance
Temporary
Fill
Stream I
Perennial
Both
7
Average (feet)
36
(linear feet)
S18
Permanent crossing
Permanent
Fill
Stream J
Perennial
Both
5
Average (feet)
10
(linear feet)
S19
Rip rap stabilization
Permanent
Bank Stabilization
Stream J
Perennial
Both
5
Average (feet)
10
(linear feet)
S20
Construction disturbance
Temporary
Fill
Stream J
Perennial
Both
5
Average (feet)
20
(linear feet)
S21
Permanent crossing
Permanent
Fill
Stream K
Intermittent
Both
2
Average (feet)
10
(linear feet)
S22
Rip rap stabilization
Permanent
Bank Stabilization
Stream K
Intermittent
Both
2
Average (feet)
10
(linear feet)
S23
Construction disturbance
Temporary
Fill
Stream K
Intermittent
Both
2
Average (feet)
77
(linear feet)
S24
Permanent crossing
Permanent
Fill
Stream L
Perennial
Both
5
Average (feet)
10
(linear feet)
S25
Rip rap stabilization
Permanent
Bank Stabilization
Stream L
Perennial
Both
5
Average (feet)
10
(linear feet)
S26
Construction disturbance
Temporary
Fill
Stream L
Perennial
Both
5
Average (feet)
10
(linear feet)
S27
Permanent crossing
Permanent
Fill
Stream M
Perennial
Both
4
Average (feet)
10
(linear feet)
S28
Rip rap stabilization
Permanent
Bank Stabilization
Stream M
Perennial
Both
4
Average (feet)
10
(linear feet)
S29
Construction disturbance
Temporary
Fill
Stream M
Perennial
Both
4
Average (feet)
30
(linear feet)
S30
Rip rap stabilization
Permanent
Bank Stabilization
Stream N
Perennial
Both
5
Average (feet)
10
(linear feet)
S31
Construction disturbance
Temporary
Fill
Stream N
Perennial
Both
5
Average (feet)
36
(linear feet)
S32
Permanent crossing
Permanent
Fill
Stream 0
Perennial
Both
5
Average (feet)
10
(linear feet)
s33
Rip rap stabilization
Permanent
Bank Stabilization
Stream 0
Perennial
Both
5
Average (feet)
10
(linear feet)
S34
Construction disturbance
Temporary
Fill
Stream 0
Perennial
Both
5
Average (feet)
20
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
200
3i. Total temporary stream impacts:
454

3i. Total stream and ditch impacts:
654
3j. Comments:
The project proposes 14 open cut sewerline stream crossings. Seven of these crossings will be permanent, at grade crossings. Construction disturbance
includes temporary dewatering devices, temporary stream crossings, sewerline installation, and bank stabilization.
E. Impact Justification and Mitigation
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 Back Creek Interceptor Improvements
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 widths of the permanent crossings are limited to 10 feet each, totaling 70 If for the entire 22,000 If long project. The permanent crossings will be
constructed at grade.
The proposed alignment is predetermined by the existing sewer easement. The existing, already maintained easement areas will be utilized to maximum
extent practicable to minimize the construction disturbance while meeting the local regulations for the minimum maintenance corridor. The construction
corridor width will be generally 50-65 feet wide and will utilize the existing 20 - 30 ft wide permanently maintained easement, where available. Wider than
40 feet construction corridor is required to allow enough space between the two utility lines for safe construction and maintenance activities.
Additionally, site topography prevents the alignment from being further from the creek, which could result in an excessively deep installation. Where
feasible, the new installation was designed to keep the stream and wetland crossings as close to 90 degrees as possible. Crossings will be at the same
angle as the existing sewer.
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.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Best Management Practices (BMP's) will be implemented during construction to avoid further Impacts. The construction corridor within stream channels
will be limited to a maximum width of 40 feet.
Proper erosion and sedimentation control techniques will be used throughout the construction process to minimize disturbances to downstream waters,
including the use of silt fence, silt fence outlets, construction entrances, erosion control matting, and bank stabilization.
The permanently maintained portion of the right-of-way. 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 accordance with Water Quality Certification No. 4133.
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 below the ordinary high water mark and seeding and mulch with matting 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?
Yes No
2c. If yes, mitigation is required by (check all that apply):
DWR Corps
2d. If yes, which mitigation option(s) will be used for this project?
Mitigation bank Payment to in -lieu fee program Permittee Responsible Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
Yes No
4b. Stream mitigation requested: 4c. If using stream mitigation, what is the stream temperature:
(Wear feet)
4d. Buffer mitigation requested (DWR only): 4e. Riparian wetland mitigation requested:
(square feet) (acres)
4f. Non -riparian wetland mitigation requested:
(acres)
1.143
4h. Comments
4g. Coastal (tidal) wetland mitigation requested:
(acres)
The mitigation payment receipt is attached (Attachment G).

F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
The project is not adjacent to protected riparian buffers.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
The project will not result in 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? *
Yes No
1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
Yes • No
Comments: *
The project will involve local funds. The project will not require NEPA/SEPA 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)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
No additional future impacts are planned in the foreseeable future.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No 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?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No

5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. 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.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Attachment F - Protected Species Assessment and USFWS Concurrence
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
https://www.habitat.noaa.gov/application/efhmapper/index.html
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?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC SHPO - https://www.ncdcr.gov/shpo/er
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes 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. 3710551700K, 3710550700K, and 3710459700M
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
pre-file9.30.22.pdf
Back Creek_Cover Letter and Attachments.pdf
File must be PDF or KMZ
Comments
Signature
By checking the box and signing below, I certify that:
60.17KB
42.21 MB
• 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.
Full Name:
Aliisa Harjuniemi
Signature
Date
1/26/2023

mal I Aliisa Harjuniemi <[e-mail]>
401 WQC Pre -File - Back Creek Interceptor Improvements (DWR# 20-0927)
Aliisa Harjuniemi <[e-mail]>
To: 401 [e-mail]
Dear Sir/Madam,
Fri, Sep 30, 2022 at 11:55 AM
Per the current regulations, we are filing a Pre -filing meeting request for the above -referenced project, located in Cabarrus County, NC.
The original permit for this project has expired (DWR# 20-0927). Therefore, CWS will be re -submitting a Pre -Construction Notification
pursuant to Nationwide Permit No. 58 to the U.S. Army Corps of Engineers and North Carolina Department of Environmental Quality
for proposed impacts to the jurisdictional waters of the U.S. associated with a proposed sewer.
The proposed impacts (attached) have not changed since the original submittal.
Please let me know if you need any additional information regarding this project.
Thanks,
Aliisa Harjuniemi, PWS
Project Manager
Carolina Wetland Services, Inc.
550 E. Westinghouse Boulevard
Charlotte, NC 28273
Direct: 980-259-1222
Office: 704-527-1177
www.cws-inc.net
2 attachments
20-0927 Back Creek Interceptor.docx.pdf
837K
Proposed Impacts.pdf
17954K

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
Date: January 26, 2023
To: Krystynka Stygar
U.S. Army Corps of Engineers, Charlotte Regulatory Field Office
Andrew Pitner
NCDWR, 401 & Buffer Permitting Unit
Subject: PCN to Nationwide Permit No. 58 - Resubmittal
Back Creek Interceptor Improvements (SAW-2020-00491)
Cabarrus County, North Carolina
CWS Project No. 2019-0269
Dear Ms. Stygar and Mr. Pitner,
The Back Creek Interceptor Improvements project limits consist of a variable width, approximately
4 miles long corridor along Back Creek, west of Caldwell Park Drive, eastward to just north of Live
Oak Road in Cabarrus County, North Carolina (Figure 1, Attachment A). The Water & Sewer
Authority of Cabarrus County (WSACC) has contracted Carolina Wetland Services, Inc. (CWS) to
provide Section 404/401 permitting services for this project. An executed Agent Authorization
Form is attached (Attachment B).
The previously issued 404/401 permits for this project have expired (Attachment C). On
behalf of WSACC, CWS is re -submitting a Pre -Construction Notification (PCN) pursuant to
Nationwide Permit No. 58 to the U.S. Army Corps of Engineers and Water Quality Certification No.
4276 to the North Carolina Division of Environmental Quality (NCDEQ) for proposed impacts to
jurisdictional waters of the U.S. associated with construction of approximately 22,000 linear feet of
new 30-inch diameter gravity sewer interceptor along Back Creek.

Back Creek Interceptor Improvements
Pre -Construction Notification Pursuant to Nationwide Permit No. 58
January 26, 2023
CWS Project No. 2019-0269
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: Jurisdictional Boundaries
Attachment B - Agent Authorization Form
Attachment C - PJD, 404 Permit verification, and 401 WQC (SAW-2020-00491)
Attachment D - Photopage (Photographs 1-65)
Attachment E - Proposed Impacts
Attachment F - Protected Species Assessment and USFWS Concurrence
Attachment G - Mitigation Payment Receipt
Please do not hesitate to contact Aliisa Harjuniemi at 980-259-1222 or [e-mail] should
you have any questions or comments regarding this request.
Sincerely,
1(ZCr'- 6"B�'
Megan Bollero, WPIT
Project Scientist
Aliisa Harjuniemi, PWS
Senior Project Manager
Page 2 of 2

Back Creek Interceptor Improvements
Attachments
January 26, 2023
CWS Project No. 2019-0269
ATTACHMENT A:
Figures 1-7

Pxw,1—Al—,TVSIDi fNa'D-E 6KO 6IO P-1-10mll—D61-6I1a—meal,%m-uo- P Pa-9SD

Pxw psn 69z0-610zNnaN,a.MILNNo610,610Z,Nuaurea.0m11^..DN.NuPP.N4SNO
(Thvo na a3HH3H3
SIN NMVNO
96Lb 99.08- ' £06 6 6 £ . 9£
sel.PP003
69Z0-660Z
ON 103PONd SNP
ozoZIZI£ 1Va
Saab 000'Z = 4au! I-
3,V3S
S3DIA2d3S aNV113M
VNI1❑HV
eulloJeo 9PoN '6mgs!JJeH
Rlunoo sniiegeo
Jo;daojalul lalleJed N00J0 Naeg
dew oiydeaBodol sosf

P.NNu.tl £...r VSIDohNONN Dloua 6PZO-6Ioaslo..,T fil OafiI OZ,N,I weay%u9I^suoas.NuP Poso9SNO
o V o 03N133H3
H1V ne NnnvaO
£6L17S9 08- '£06I. l£ ££
pmem
69Z0-660Z
oN 133PONd snro
ozoZIZi£ Pal OOZ' 6 = 4au! 6
�d0 3,V3s
530IA7235 ❑NV113M
VNI1❑ JVJ
eulloJe3 9PoN '6mgs!JJCH
Iyuno3 sniiege3
Jo;daajalul lalleJed NaaJO Naeg
dew ie!Jev

pxwsL SNa1111D 6.11.4I1SI.01,1,1., aH SPUSSIOZ1.1.P.a SI 111,LS.11....DN 111Pa.9S1
°V° ne 03A3a1-13
H1V na NAAVaa
ozoZIZI£ 1da
CARL PARMER DR DR
*Se I
£6L17S9 08- £06I. £ S£
69Z0-660Z
ON 13310.d SPA.
Saab OOZ' 6 = 4Du! 6
a,V.S
ROBERTA RD RD
AUTUMN DR DR
SCHOOL AVE AVE
4111
d _
^MEV
eulloJeo 9PoN '6mgSILIEH
Iyunoo snooegeo
Jo;daojalul lalleJed NaaJO N3e$3
sepuno3 •anqua!)!oaw pue snaaege0;o
AOM11S IHOS qeM so IN-vasn
101D ObO3NAM
a
APPLE GLEN DR
o
�Ln
Cheviot
A
3NDOLI8AV8
GROVE LN LN
LL
0
N
0
0
121
d
Ca
z
H
Ip
DIIIIIIEM o
o
0
��o F q
111111
� 1C ,
O_ N
C I Qg i
Q S
U
U (0
N N
o U
-U O U U U D [ci
(C6 Q 0 O O Q ^›
U N N as O N� Z Q N U N U I z C Q p 114
W oo'.)
oo , o(2 1I W
C O N Q N CO �` N Q Lo
>o o•
kiiiii
O !6 !6 !6 !6 17 0 O O [//i U
U C O O p 0 0 2) p c
-U -U E C C E d
U (6 (6 O �C �C A N 0 0 p
%1`
6 U U N N s
U L O O -QU N N O Y 0
o W W N W dis
wLT > z iv
dc
I10,o
w w
\�F��_`iIMMifA�I`I
1
r.
J

pwu.1,0 S0uo1.11SIDotl\OPI,D fiIOafiI OZ\amQureay %uOlosuO�\a^�R Pa�9S\1J
oVo A003N33H3
SIN A8 NMV 2J0
96Lb 99.08- ' £06 6 6 £ . 9£
se,eupu003
69Z0-660Z
ON 1331-.01d SM3
ozoZIZis 31d0 Saab 000'Z = your
S3DIA2J3S ❑NV113M
VNI1EltiV3
eulloJe3 9PoN '6mgs!JJCH
Rlunoo sniiege3
io033,3;u! lalleJed NaaJO Naeg
I}uno3 snaaege0;o
Aanans I!oS pagsllgnd so IN-vasn
Nib
0)
N
0
O
0
2
Q
O
N
N
U
0)
Q
N
0
0
E
(6
O
(6
0)
E
Q
0
N
U
0)
a
N
0
0
E
(6
O
0)
0)
0
Q
O
0
U
0)
Q
O
co
E
(0
O
rn
Q
C
0
0
1
co
co
()
0
W
1—
a
0
co
z
a
Lo
1n
01111111111011111—
Lu
Lu
I-
Z
ID
R �
CC Q,
CO
U
0
W
ce
Ul o
OL Ow
N
C W
N =
Lo
U u)
J
Q I m
CI_
o� CC
OD
z
ER0
(wo
0)
-.i. on.
O L
Y W
� Z
W
Wa •.0I W2�I.
1
0
U
N
0
tti
E
z
O
0
0
w
2
(6
Q
(6
0
0
Q
U
N
0
(0
E
z
0
0
0
0
Er)
Q
N
U

Dvo NO 03N 3H
H1V eNPAVNO
ozoZIZi£ 1da
PP9M-PIPP nnc.d.PINP®O 6I POPI, POPP.° wavy%u9LnsP0D,PPig Pn'a9SPO
96Lb9909-'£0611£ 9£
69Z0-660Z
ON 133PONd SPAN
Saab OOZ' I- = 4oU! 6
1S 1S 0210d
3,V3s
530In2335 ONV113M
VNI1l72JVJ
1010 O10dNAAA
eulloJe3 9PoN '6mgs!JJCH
Iyuno3 sniiege3
Jo;daajalul lallaled NaaJO N3e$3
£ao}uanuI puel}aM Ieuon.eN
0
0
13D0AGE Al-'
LI
0
�
N�l Ni 3>IOOLI8Ab8
\ }Q U 0
CH GLN LN z U
BEE ROVE
w j
W m
ti
K U O
Oil Oil HOiIOHO NOSE 180d '
o m a a ce
o U O K _� W
o 0 C =
W
Z
In
08E G' o W
F
Q
1
Q H
DELL DRDR .. v0 'Z
0
O ¢ q 2,
F r_J F"
2 vOO�
ti Q0w
FUco
q c7 S XI C3. F
,e-' G'C oOTII Wm NICNAIME1L1O0T‚!„!
DRDR Q00
oS WELNGTON LN LN U
0
O-,
F0
r
xq
z F

Pwu'maNraep La.IVSID0W.4..D1.a fiP ZO-6IOaspa[fiI OZ\fiI0a.. QP.,SVD
(Th V O A803N33 HQ
H1V neN va0
Z6Zb99.08-'696L66£.9£
69Z0'6 ��Ti�3road s ro
ozoZI£i£ 31da
Saab OOZ' 6 = 4ou! 6
3,V3s
530IA7235 ❑NV113M
VNI1❑ JVJ
eulloJe3 9PoN '6mgs!JJCH
Iyuno3 sniiege3
Jo;dawalul lalleJed NaaJO N3e8
sapepuno8 leuon.olpspnr 10 MO!Ai OAQ
m
N
A
N
U
E
cN a
E m
2
E
'C N N
.0 N N N > I6
N o- a w w O CC
1,200 600 0 1,200 Feet

Pxr. Lin$4IVSIDoWOfAnnD1.H6.-fiIOasnaHsd.nlInsnODfilOZ�fil Oy�amH weay%u0L^suo��sa�ig Pn'a9S\1J
°V° A80N33H3
Z6Zb99.08-96L 66£.9£
H1V ne lwnvaa
69Z0'66Q 1331,1,1dAnro
ozozI I 31da
Saab 00C = 40u! 6
3,vJA
5301A835 ONV113M
VNI1D2JVJ
eulloJe3 9PoN '6mgs!JJCH
Iyuno3 sniiege3
Jo;dawalul lalleJed NaaJO N3e$3
sapepuno8 Ieuolp!pslanr

P d-j.pdnVQl—DXaH6Z0-6I0AsnefmdauVL^s®D61-1—ICureay%41-uo--P---D
�b,� A8Z6Zb9908-'L96L L L£ 9£ S.301naas CINV-11.1,/3M euiI0Je3 L41-ION
03NO3H0 l—.111 1Po]uo0 <
V V i4unoo snjjegeo
d
Hlb 69Z0-6WZ �oldaa�alul lalle�ed laa�o laeg z /My�
A8 NMVNG ON i33PO1 SM3 'J W {H W
ozozivzis 31da;aa; OOg =you! lvoS saiiepuno8 leuoi}oipsianr ti O ti
Z�SLazn$!3Saga��L� �
o q
o � o o •
O N
O
N
L1
o
12
0
N m - o
,ti G-d
- v r - o
�oLo 2ifw o
A ?�
w �� 3ww ��� I®®� liul
'v• o
o co
W � O
ID G
O_
¢ a
o � o
m v o
F.°� pwd� wdo'x
ro o 0.
o �
�o q o x>
0 3wwLo�— a gqdww
a�>
w U ¢ d
a q d
Uc7g6H
0
0
o m
-gig ' se ��e apes
Z.�L axn��ti

Back Creek Interceptor Improvements
Attachments
January 26, 2023
CWS Project No. 2019-0269
ATTACHMENT B:
Agent Authorization Form

AGENT CERTIFICATION OF AUTHORIZATION
I, the undersigned, a duly authorized representative for the linear project identified herein, do
authorize representative of the Wilmington District, U.S. Army Corps of Engineers (Corps) to
enter upon the property, easement and/or right-of-way herein described for the purpose of
conducting on -site investigations and issuing a determination associated with Waters of the U.S.
subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the
Rivers and Harbors Act of 1899.
I, Chad VonCannon, representing Water and Sewer Authority of Cabarrus County, hereby certify
that I have authorized Aliisa Harjuniemi of Carolina Wetland Services, Inc. to act on my behalf
and take all actions necessary to the processing, issuance, and acceptance of this request for
wetlands determination / permitting and any and all standard and special conditions attached.
We hereby certify that the above information submitted in this application is true and accurate to
the best of our knowledge.
Applicant's signature
Date
Agent's signature
7.2.20
Date
Completion of this form will allow the agent to sign
all future application correspondence.

Back Creek Interceptor Improvements
Attachments
January 26, 2023
CWS Project No. 2019-0269
ATTACHMENT C:
PJD, 404 Permit verification, and 401 WQC
(SAW-2020-00491)

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-00491 County: Cabarrus U.S.G.S. Quad: NC -Frog Po nd
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Water and Sewer Authority of Cabarrus County
Chad VonCannon
Address:
232 Davidson HWY
Concord, NC 28027
Telephone Number:
[phone]
E-mail:
cvoncannonkwsacc.org
Size (acres) 32.5 Nearest Town Harrisburg
Nearest Waterway Stony Run River Basin Upper Pee Dee
USGS HUC 03040105 Coordinates Latitude:35.311903
Longitude:-80.354795
Location description: The review area is located 1000 fectNortheast of the intersection of Tom OueryRoad and Robinson
Church Road in Cabarrus County, North Carolina. The Back -Creek improvements consist of variablewidth, approximately a
four mile corridor along Back Creek, west of Caldwell Dark Drive. eastward to i ust north of Live Oak Ro ad in Cabarrus
Coup .
Description of projects area and activity: This verification authorizes the construction of a new 30-inch diametergravity sewer
interceptor along Back Creek from the confluencewith Fuda Creekin Cabarrus Countv to the Charlotte Water Back Creek
Pump Station in Mecklenburg County. The total amount of 30-inch sewer is approximately21,000 LF and includes
approximately60LFof 24 in sewer modified near the pump station. Temporaryimpacts to vegetation inwetland areas will
occur and these areas will be re -vegetated after construction has commenced.
Applicable Law(s): N Section 404 (Clean WaterAct, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 12. Utility Line Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your wo rk is authorized by the above referenced permit provided it is accomplished in strict accordancewith the enclosed
Conditions, your application signed and dated 7/17/2020, and the enclosed plans Water and Sewer Authority of CabarrusCounty: Back Creek Interceptor Improvements dated 7/17/2020. Any violation of the attached conditions or deviation from
your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty,
and/or appropriate legal action.
This verification will rem a in valid until the expiration date identified below unle ss the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such thatthe activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section401 requirements.
For activities occurringwithin the twenty coastal co unties subject to regulation under the Coastal Area Management Act(CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other requiredf edetal, State
or local approvals/permits.

If there are any questions regarding this verification, any of the conditions ofthe Permit, or the Corps of Engineers regulatory program,
please contact Krystynka B Stygar at 252-545-0507or krystynka.b.stygarnusaee.army.mil.
Corps Regulatory Official: A Date: 2/3/2021
ExpirationDate of Verification: 03/18/2022

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent:
Carolina Wetland Services, Inc
Aliisa Harjuniemi
Address:
550 Westinghouse Blvd
Charlotte, NC 28273
Telephone Number:
[phone]
E-mail:
aliisaLa cws-inc net

SAW-2020-00491
SPECIAL CONDITIONS
a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.

Action ID Number: SAW-2020-00491 County: Cabarrus
Permittee: Water and Sewer Authority of Cabarrus County, Chad VonCannon
Project Name: Back Creek Parallel Interceptor
Date Verification Issued: 2/3/2021
Project Manager: Krystynka B Stygar
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Krystynka B Stygar
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

Compensatory Mitigation Responsibility Transfer Form
Permittee: Water and Sewer Authority ofCabarrus County, Chad VonCannon Action ID: SAW-2020-00491
Project Name: Back Creek Parallel Interceptor County: Cabarrus
Instructions to Permittee: The Permittee must provide a copyof this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Oncethe Sponsor has signedthis form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor:The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copyof the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03040105, Yadkin River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
200
1.143
*If more than one mitigation sponsor will be used forthe permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03040105, Yadkin River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
300
2.286
Mitigation Site Debited:
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. Ifthe NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verifythat released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within ju risd ictional areas authorized bythe permit identifieclon page one of thisform can begin onlyafter
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providingthe mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed bythe Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOTremainsfully responsiblefor the mitigation until the USACE has received thisform, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained bythe Permittee, Mitigation Sponsor, and in the USACEadministrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copyofthis form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returnedto
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency ReviewTeam (NCIRT). If approved, higher mitigation ratios maybe applied, as per current District guidance
and a newversion of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions:A letterfrom DMS, confirmingthev arewilling and ableto acceptthe applicant's
compensatory mitigation responsibility, dated 1/2/2021 was included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsorshould provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell,11405 Fall
ofNeuseRoad, Wake Forest, NC27587(email:[e-mail]). Questions regarding this form or any of the
permit conditions maybe directed to the USACE Project Manager below.
USACE Project Manager: Krystynka B Stygar
USACE Field Office: Charlotte Regulatory Office
US Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
Email: [e-mail]
USACE Project Manager Signature
2/3/2021
Date of Signature
Current Wilmington District mitigation guidance, including informationon mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetlandgroupings) is
available at http://ribits.usace.army.mil

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-00491 County: Cabarrus U.S.G.S. Quad: NC- Harrisburg
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Chad VonCannon
Address: 232 Davidson Hwv
Concord, NC 28027
Telephone Number: 980-521-8164
E-mail: cvoncannon0*sacc.or2
Size (acres) 32.5 Nearest Town Harrisburg
Nearest Waterway Back Creek River Basin Upper Pee Dee
USGS HUC 03040105 Coordinates Latitude: 35.311903
Longitude:-80.654795
Location description: The review area is located 1000 feet Northeast of the intersection of Tom Query Road and Robinson
Church Road in Cabarrus County.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 3/24/2020. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlands on the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.

SAW-2020-00491
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below on DATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Catherine M. Janiczak at 704-510-1438 or
Catherine.M.Janiczak(ausace.armv.mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 03/25/2020.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not auulicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
Date of JD: 03/25/2020 Expiration Date of JD: Not auulicable

SAW-2020-00491
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: CWS, Inc
Meizan Bollero
Address: 550 E. WestinEhouse Blvd.
Charlotte, NC 28273
Telephone Number: 757-576-6433
E-mail: meizan6kws4nc.net

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Chad VonCannon File Number: SAW-2020-00491 Date: 03/25/2020
Attached
is:
See Section below
❑
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
❑
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.gM.mil/Missions/CivilWorks/RegulatoryProgramandPennits.aMx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: Catherine M. Janiczak
CESAD-PDO
Charlotte Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 1OM15
8430 University Executive Park Drive, Suite 615
Atlanta, Georgia 30303-8801
Charlotte, North Carolina 28262
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportuni to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Catherine M. Janiczak, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 03/25/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Chad VonCannon, 232 Davidson Hwy,Concord, NC
28027
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Black Creek Parallel Interceptor
PJD, SAW-2020-00491
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located 1000 feet
Northeast of the intersection of Tom Query Road and Robinson Church Road in Cabarrus County.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Cabarrus City: Harrisburg
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.311903 Longitude:-80.654795
Universal Transverse Mercator:
Name of nearest waterbody: Back Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): 03/24/2020
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount of
Geographic authority to
Type of aquatic
aquatic resources in
which the aquatic resource
Latitude (decimal
Longitude (decimal
resources (i.e.,
Site Number
review area (acreage
"may be" subject (i.e.,
degrees)
degrees)
wetland vs. non -
and linear feet, if
Section 404 or Section
wetland waters)
applicable
10/404)
Wetland
35.311359
-80.646685
0.21 acres
Wetland
Sec. 404
AA
Wetland
35.310783
-80.640171
0.07 acres
Wetland
Sec. 404
BB
Wetland
35.311915
-80.639163
0.006 acres
Wetland
Sec. 404
cc
Wetland
DD
35.31332
-80.636987
0.01 acres
Wetland
Sec. 404
Emergent
Wetland
DD
35.313353
-80.637078
0.03 acres
Wetland
Sec. 404
Forested
Wetland
EE
35.310317
-80.630588
0.09 acres
Wetland
Sec. 404
Emergent
Wetland
EE
35.310279
-80.630328
0.14 acres
Wetland
Sec. 404
Forested
Wetland
FF
35.309682
-80.629885
0.02 acres
Wetland
Sec. 404
Emergent

Estimated amount of
Geographic authority to
Type of aquatic
aquatic resources in
which the aquatic resource
Latitude (decimal
Longitude (decimal
resources (i.e.,
Site Number
review area (acreage
"may be" subject (i.e.,
degrees)
degrees)
wetland vs. non -
and linear feet, if
Section 404 or Section
wetland waters)
applicable
10/404)
Wetland
FF
35.309801
-80.629852
0.21 acres
Wetland
Sec. 404
Forested
Wetland
GG
35.306829
-80.627591
0.04 acres
Wetland
Sec. 404
Emergent
Wetland
GG
35.306881
-80.627679
0.01 acres
Wetland
Sec. 404
Forested
Wetland
HH
35.312189
-80.632313
0.11 acres
Wetland
Sec. 404
Emergent
Wetland
HH
35.312201
-80.632162
0.13 acres
Wetland
Sec. 404
Forested
Wetland II
35.312608
-80.632770
0.02 acres
Wetland
Sec. 404
Emergent
Wetland II
35.312691
-80.632725
0.01 acres
Wetland
Sec. 404
Forested
Wetland JJ
35.313376
-80.633528
0.1 acres
Wetland
Sec. 404
Wetland
KK
35.310974
-80.647209
0.03 acres
Wetland
Sec. 404
Emergent
Wetland
KK
35.311144
-80.647151
0.14 acres
Wetland
Sec. 404
Forested
Wetland
LL
35.311601
-80.649017
0.001 acres
Wetland
Sec. 404
Emergent
Wetland
LL
35.311711
-80.649049
0.04 acres
Wetland
Sec. 404
Forested
Wetland
35.313164
-80.651067
0.1 acres
Wetland
Sec. 404
MM
Wetland
NN
35.313826
-80.65273
0.008 acres
Wetland
Sec. 404
Emergent
Wetland
NN
35.313897
-80.65279
0.03 acres
Wetland
Sec. 404
Forested
Wetland
00
35.313625
-80.653494
0.02 acres
Wetland
Sec. 404
Emergent
Wetland
00
35.313615
-80.653749
0.02 acres
Wetland
Sec. 404
Forested
Wetland
PP
35.313073
-80.655888
0.06 acres
Wetland
Sec. 404
Emergent

Estimated amount of
Geographic authority to
Type of aquatic
aquatic resources in
which the aquatic resource
Latitude (decimal
Longitude (decimal
resources (i.e.,
Site Number
review area (acreage
"may be" subject (i.e.,
degrees)
degrees)
wetland vs. non -
and linear feet, if
Section 404 or Section
wetland waters)
applicable
10/404)
Wetland
PP
35.313129
-80.656174
0.3 acres
Wetland
Sec. 404
Forested
Wetland
35.312758
-80.658265
0.0004 acres
Wetland
Sec. 404
QQ
Wetland
RR
35.31422
-80.660494
0.06 acres
Wetland
Sec. 404
Emergent
Wetland
RR
35.314275
-80.660437
0.05 acres
Wetland
Sec. 404
Forested
Wetland
SS
35.312735
-80.664396
0.27 acres
Wetland
Sec. 404
Emergent
Wetland
SS
35.313012
-80.663832
0.42 acres
Wetland
Sec. 404
Forested
Wetland
35.312465
-80.667475
0.06 acres
Wetland
Sec. 404
TT
Wetland
35.312196
-80.668712
0.02 acres
Wetland
Sec. 404
UU
Wetland
W
35.31153
-80.670024
0.11 acres
Wetland
Sec. 404
Emergent
Wetland
W
35.311637
-80.669986
0.04 acres
Wetland
Sec. 404
Forested
Wetland
35.310986
-80.671499
0.05 acres
Wetland
Sec. 404
WW
Wetland
35.310262
-80.67315
0.02 acres
Wetland
Sec. 404
XX
Wetland
35.310336
-80.67562
0.04 acres
Wetland
Sec. 404
yy
Wetland
35.310696
-80.676309
0.03 acres
Wetland
Sec. 404
ZZ
Wetland
35.311041
-80.676768
0.19 acres
Wetland
Sec. 404
IAA
Wetland
35.310796
-80.679165
0.08 acres
Wetland
Sec. 404
1BB
Wetland
35.310569
-80.67994
0.01 acres
Wetland
Sec. 404
1CC
Wetland
35.310858
-80.683943
0.08 acres
Wetland
Sec. 404
1DD

Site Number
Latitude (decimal
degrees)
Longitude (decimal
degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e.,
wetland vs. non -
wetland waters)
Geographic authority to
which the aquatic resource
"may be" subject (i.e.,
Section 404 or Section
10/404)
Stream A
35.311455
-80.645902
59 linear feet
Non -wetland
Sec. 404
Stream C
35.313038
-80.637333
91 linear feet
Non -wetland
Sec. 404
Stream D
35.31322
-80.637253
61 linear feet
Non -wetland
Sec. 404
Stream E
35.311555
-80.649034
9 linear feet
Non -wetland
Sec. 404
Stream F
35.31381
-80.652914
56 linear feet
Non -wetland
Sec. 404
Stream G
35.313816
-80.653034
13 linear feet
Non -wetland
Sec. 404
Stream H
35.313251
-80.654685
67 linear feet
Non -wetland
Sec. 404
Stream 1
35.31442
-80.660769
72 linear feet
Non -wetland
Sec. 404
Stream J
35.313638
-80.662974
50 linear feet
Non -wetland
Sec. 404
Stream K
35.313415
-80.663052
107 linear feet
Non -wetland
Sec. 404
Stream L
35.312501
-80.667037
37 linear feet
Non -wetland
Sec. 404
Stream M
35.311492
-80.670221
90 linear feet
Non -wetland
Sec. 404
Stream N
35.311433
-80.6773
46 linear feet
Non -wetland
Sec. 404
Stream O
35.310701
-80.679265
50 linear feet
Non -wetland
Sec. 404
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for a non -reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit

applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD
before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without requesting an AJD
constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area
affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any
administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD
or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual
permit (and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic jurisdiction exists over
aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the
review area that could be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Figure 7B (Dated 03/24/2020)_
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 7.5 Minute Topographic, Harrisburg NC (2018)
® Natural Resources Conservation Service Soil Survey. Citation: Cabarrus County, Sheets 5 and 6, 1988_
® National wetlands inventory map(s). Cite name: USFWS, 2019
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): Figure 3 (Dated 03/02/2020)
or ®Other (Name & Date): Photopages (Dated 03/05/2020)
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later Wrisdictional determinations.
Signature and date of lator
staff member completing PJD
03/25/2020
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

Pxm= L=V!"PA MIS HOYBa a -mVdaUWW3 TAU 070- 10n"iWdl!11^BooJ 61M61on-yam 'nl^a^^" ---Ppwgwo
`J` O .A803NO3HO
Z6Z499'09-`696L66£S£
1—mulmquoo
533IAa350NV113M
VNI-10?:I
d3
eullweZ)yyoH'BjngslusH
qunoosnusgeo
joldsojajul lall�gd 3I00JO 31088
d
HIV
sal�epuno8 Ieuo!;oIpsljnf'
AB NWHO
IS
:ON 103f d8M0
1� O 1�
ozovi've :3
188100C = Uo�! 3 �S
�
z�gLaan$!3saga�gl�
$o
A
�
ro mb
o
0
y
d
d
LL
O
w
O
co
0
g @
O ❑
N• J. 9
iC q O
W O
ffi N@ r O
G
m E L
W
3ww'
,p
y asawLLciUl9
_ `a
o
Lh
O a
wCSig
W q
x
�
3ww°
x
v~
_o
¢ 1
u
O
oa
o
O ai
QN i8i "a
� Li N
7Q
Og
lop
p7
'
3ww°
Q
w
35a>,
0
p Z
a�
F�zz
J-Z
z
,4Q o °
0 moo>Q
��
♦.
60
W
P.
z 3 U 3 W
a IS
OwF.w
Z
La
rQi1�a O
We'Q'�Q
°�U
��
0
� �♦
zE✓U�
s
O M
Q O C
30o
♦♦
i1
��o �b%S,
N
3ww'
�'
❑

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANI£L SMITH
Director
NORTH CAROLINA
Environmental Quality
August 13, 2020
DW R# 20-0927
Cabarrus County
Mr. Chad VonCannon
WSACC
232 Davidson Hwy.
Concord, NC 28027
Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions
Back Creek Interceptor Project
Dear Mr. VonCannon:
You have our approval, in accordance with the General Certification and those conditions listed below,
for the purpose proposed in your application dated July 16, 2020, and received by the Division of Water
Resources (the Division) on July 23, 2020. After reviewing your application, we have determined that this
project is covered by Water Quality General Certification Number 4133 which can be viewed on our web site at
https://deg.nc.gov/about/divisions/water-resources/water-resources-permits/wastewater-branch/401-wetlands-
buffer-permits/401-401-isolated-wetlands-waters-program The General Certification allows you to use
Nationwide Permit Number 12 once it is issued to you by the U.S. Army Corps of Engineers (COE). Please
note that you should get any other federal, state or local permits before proceeding with your project, including
those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply
Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless otherwise
specified in the General Certification. It is advised that all conditions of the Certification are reviewed prior to
initiation of the project. In addition to the requirements of the Certification, you must also comply with the
following conditions:
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new
application for a new Certification. If total wetland fills for this project (now or in the future) exceed one
acre, or of total impacts to streams (now or in the future) exceed 300 linear feet, compensatory
mitigation may be required. If the property is sold, the new owner must be given a copy of the
Certification and approval letter; and is thereby responsible for complying with all conditions. 15A
NCAC 02H .0506 and 15A NCAC 02H .0507
2. The Mooresville Regional Office shall be notified in writing once construction at the approved impact
areas has commenced. 15A NCAC 02H .0502 (e)
D Qi� North Carolina Department of Environmental Quality I Division of Water Resources
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
N11H fH (:A�i(1!.INA �
n.w O'tore'wml talQ"I 704.663.1699

3. Approved Impacts:
Type of Impact
Amount Approved
Temporary Impact
Amount Approved
Permanent Impact
Stream
454 linear ft. (excavate)
200 linear ft. (bank work)
Wetland (BLHW)
2.3 acre
1.143 acre
4. Wetlands with temporary impacts shall be replanted with native species vegetation (grass, trees, etc)
5. Diversion Ditches and other storm water conveyances as related to the sediment and erosion control
measures shall be matted and/or stabilized to reduce sediment loss and turbidity. This includes
interior/exterior slopes of sediment basins. 15A NCAC 02H .0506 (b)(3) and (c)(3)
6. The permittee shall report to the Mooresville Regional Office any noncompliance with this certification,
any violation of stream or wetland standards [including but not limited to sediment impacts, and any
violation of state regulated riparian buffer rules. Information shall be provided orally within 24 hours (or
the next business day if a weekend or holiday) from the time the applicant became aware of the
circumstances. A written submission shall also be provided within 5 business days of the time the
applicant becomes aware of the circumstances. The written submission shall contain a description of
the noncompliance, and its causes; the period of noncompliance, including exact dates and times, if the
noncompliance has not been corrected, the anticipated time compliance is expected to continue; and
steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. The
Division may waive the written submission requirement on a case -by -case basis. 15A NCAC 02B .0200
7. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit
drawings submitted for approval. 15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)
8. Upon completion of the project, the applicant shall complete and return a "Certificate of Completion" form
to the 401/Wetlands Branch of the Division using the following link:
https://edocs.deq.nc.gov/Forms/Certificate-of-Completion. 15A NCAC 02H .0507(c)
This Certification can be contested as provided in Articles 3 and 4 of the General Statute 150B by filing
a written petition for an administrative hearing to the Office of the Administrative Hearings (hereby known as
OAH). A petition form may be obtained from the OAH at httr)://www.ncoah.com/or by calling the OAH Clerk's
Office at [phone].
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition
is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in
the OAH during normal office hours (Monday through Friday, 8:00 am to 5:00 pm, excluding state holidays).
The petitions may be faxed to the OAH at [phone], provided the original and one (1) copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following
the faxed transmission. Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, FedEx, etc.)
Office of Administrative Hearings
1711 New Hope Church Rd.
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served on DEQ as follows:

Mr. Bill Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review by the Division under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704-663-1699.
Sincerely,
CA
DocuSigned by:
4110 4 H pul" n' for
F161FB69A2D84A3...
Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
Attachments
cc: Bryan Rhoden Reynolds, Army Corps of Engineers, Charlotte, email
Alissa Harjuniemi, CWS, email
DWR 401 & Buffer Permitting Branch file
Kelly Williams, DMS, email
MRO, Land Quality

20-0927
NORTH CAROLINA-DIVISON OF WATER RESOURCES
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, WSACC has permission as outlined below to impact 560 linear
feet of stream and 1.2 acre of wetland in order to proceed with the utility line in Cabarrus County, North
Carolina. All activities associated with these authorized impacts must be conducted with the conditions listed
in the attached certification. THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT: Division of Mitigation Services (DMS)
LOCATION:
COUNTY:
BASIN/SUBBASIN
Impacts:
654 linear feet of stream
3.371 acre of wetland
Stallings Road
Cabarrus
Yadkin (03040105)
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for
the above impacts through the restoration, creation, enhancement or preservation of wetlands as outlined
below prior to conducting any activities that impact or degrade the waters of the state.
Note: Linear foot requirements proposed to be mitigated through the DMS must be rounded to the nearest foot
and acreage requirements must be rounded to one -quarter acre increments according
to 15 2r .0503(b).
Mitigation:
1.143 acre of wetland required (1:1)
Mitigation:
1.143 acre of wetland by the DMS required for the 401 Water Quality Certification. In correspondence dated
July 2, 2020 the DMS indicated that up to 1.143 acre of wetland mitigation would be conducted by DMS if
available within the cataloging unit. More may be required if mitigation is required outside the unit.
One of the options you have available to satisfy the compensatory mitigation requirements is through the
payment of a fee to the DMS per NCAC 2R .0503. If you choose this option, please sign this form and mail it
to the Ecosystem Enhancement Fund at the address listed below. An invoice for the appropriate amount of
payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT
AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY
THE EEP.
Signature
Date
ENVIRONMENTAL QUALITY
DIVISION OF MITIGATION SERVICES
1652 Mail Service Center
RALEIGH, N.C. 27669-1652

CERTIFICATE OF COMPLETION
NCDWR Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Wetland & Buffer Permitting
Unit, North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699-1617. This form may be
returned to NCDWR by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to
send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature Registration No. Date

Back Creek Interceptor Improvements
Attachments
January 26, 2023
CWS Project No. 2019-0269
ATTACHMENT D:
Photopage (Photographs 1-65)

r.•
.t �,. sue•';''
��-"l
- !^
VA
iN
k•
4
rs
'-'- 3rA'k . _ .. ij ' ,r;4 fir `- Y, r �'c ?"s �" �,•y- �•
+Mrs^ , :J _•'�+• •.�' •,; � '

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 3. View of Forested Wetland CC, facing southwest.
e
- I wli�
ea" _
rya. s Ate_• _ _ - y�yw3.
Photograph 4. View of Emergent Wetland DD, facing northeast.
Photopage 2 of 33

1� W-4v
PW
�5e lNb
kv
Xrip
.7i
We?
. p6l

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 7. View of Forested Wetland EE, facing east.
Photograph 8. View of Emergent Wetland FF, facing north.
Photopage 4 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Proiect No. 2019-0269
"',M- • '
-�` _ -
-�' ..stir :
• �
,. ' .
.fir
-S
F q i
' .. -F•-: tY� i
: � �. .,� :,
ire
- -t_ Wit; _ •
�.
., �:� �-...
Photograph 9. View of Forested Wetland FF, facing south.
Photograph 10. View of Emergent Wetland GG, facing northeast.
Photopage 5 of 33

Back Creek Interceptor Improvements July 2, 2020
Attachment D: Photopage CWS Project No. 2019-0269
Photograph 11. View of Forested Wetland GG, facing southeast.
Photograph 12. View of Emergent Wetland HH, facing northwest.
Photopage 6 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 13. View of Forested Wetland HH, facing south.
s
rz
7:41 Al
Photograph 14. View of Emergent Wetland II, facing southeast.
Photopage 7 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 15. View of Forested Wetland II, facing south.
y1
_
+� ,As ,•,t:•:
m.c:•• d�1K:
`•:r t 1 �ylB� R
n <
..�
t:: •.�.-1�11:n
�bw��•
$r�-�it
aa
-s
rr
..6 .
.,,'4•T'
�!i•i `i `ik �''r' T� •i. �cL Y
..C'',l- L+1�+�-..•..: •., . - �i. {:,Y•
Photograph 16. View of Forested Wetland JJ, facing north.
Photopage 8 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
H IN
.•_-.i ,ifs i-�`
tyre: �. - •_ . •; f�_ -. _r � ,Y
�-M
Photograph 17. View of Emergent Wetland KK, facing northwest.
Photograph 18. View of Forested Wetland KK, facing northwest.
Photopage 9 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 19. View of Emergent Wetland LL, facing west.
Photograph 20. View of Forested Wetland LL, facing northeast.
Photopage 10 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 21. View of Forested Wetland MM, facing southeast.
Photograph 22. View of Emergent Wetland NN, facing southeast.
Photopage 11 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Proiect No. 2019-0269
Photograph 23. View of Forested Wetland NN, facing north.
i'.i ! �.1`i ':." �.: • V�< �.L�::''.v=�NJ � 4: L '+ems'`-': y
. .�',��.�C','.� ice. - �'➢rx.u_,-• _ - _ Me b_C�
Photograph 24. View of Emergent Wetland 00, facing southeast.
Photopage 12 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
''�: - - - _ — _`� � ",�- ;.-.* ter. � .. �'' •_ ��
{. � J .�.. 1 • w,^ ti y .V 1.
Ila
Photograph 25. View of Forested Wetland 00, facing southeast.
ai .y
Y:
'. -.
�Ur
-1
94. ..1
y 3
fit.... f�.�:�•. _ ::�,.�-a.
r'-l;1sS., ���� �. ..\i.•' - ''/.:..n. .T I.y 7., ;ii �Y�i'-�,�i'�: •M" 4
.f- _ _ :�{-�, e�E�7.r..-ry�£��':i .•ri:�: �S: �'" -�s` -�.... �::Y���.
•' ! a�Vi_kS'1'Lw'i�dw:
Photograph 26. View of Emergent Wetland PP, facing east.
Photopage 13 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Proiect No. 2019-0269
iAr.;- � '_;�: � - � • _ Vie.:.-`j.',, , 'I¢�,i '- -
Photograph 27. View of Forested Wetland PP, facing east.
• : f-
'- + Y . •_ . . fir,' ; T. 3 •'- _.r.; rr'r'
2.
''L rr..'.c� -Mi1C•
Photograph 28. View of Forested Wetland QQ, facing southwest.
Photopage 14 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 29. View of Emergent Wetland RR, facing southeast.
Photograph 30. View of Forested Wetland RR, facing southwest.
Photopage 15 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 31. View of Emergent Wetland SS, facing northwest.
Photograph 32. View of Forested Wetland SS, facing northeast.
Photopage 16 of 33

7-7
_ 4 r � � - .. .- �- d��y Tit{ .py1q���'� .:�i .�y.•• .. .. FL._ �� -
i i�r•�M _� ! J f�. P
4 _F-e ._ y,�y. • � fix.-, - _ -•� yv� -ilk
Photograph 33. View of Emergent Wetland TT, facing west.
i• q.• `!
.lam=•.:�.L.' �"��. _�..
�. .•�. �.f=- � �• 1. Y . �. 'Y�����
`s .44
21
f� �s - !! �i f. =7�-� t is :y, 3i•',' �" -'.

,:� , � F : . is . t v-•r;. S•� j�'. � Al'1� ' s�'i r f
IR
�w
• •`Fyn .. --. -: +ie - -•.:-.-.. _ - � .� .v. r .V
" i'
- limb.
�,�.i h
IJ,
Photograph 35. View of Emergent Wetland VV, facing west.
41
r '' f �• �iT§'. h �'�� �- r .tom • _. - �-`_ ! - _
gwAt. - fir" �.�' '��- ;/.;. : -'.p � ,•• ,sq� �`---
!'•��/ N +.Sal e,vve hi `
";a�"�
ffA
' " >, � r•� 1 ` fie• a .

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 37. View of Emergent Wetland WW, facing southwest.
Photograph 38. View of Emergent Wetland XX, facing southwest.
Photopage 19 of 33

Back Creek Interceptor Improvements July 2, 2020
Attachment D: Photopage CWS Project No. 2019-0269
Photograph 39. View of Forested Wetland YY, facing northwest.
Photograph 40. View of Forested Wetland ZZ, facing northwest.
Photopage 20 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 41. View of Forested Wetland 1AA, facing southwest.
Photograph 42. View of Forested Wetland 1 BB, facing west.
Photopage 21 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Proiect No. 2019-0269
Photograph 43. View of Forested Wetland 1 CC, facing northwest.
Photograph 44. View of Emergent Wetland 1 DD, facing west.
Photopage 22 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 45. View of Intermittent Stream A, facing downstream.
Photograph 46. View of Intermittent Stream B, facing downstream.
Photopage 23 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 47. View of Perennial Stream C, facing upstream.
Photograph 48. View of Intermittent Stream D, facing upstream.
Photopage 24 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
�x
kr,� r,
r
Photograph 49. View of Intermittent Stream E, facing downstream.
♦ .a c: a i' - . .d t ,arc. �i. t `
.Y'a. � 'a ^�ii;�;i � "� .: FS •":: i� :4..•i�G hY•' �.'a'.:.a � � :�� 0-M7
.�� � .; ���yy,;;,,ppitty, .p�• .� 'ad�;� �,,�+ �,"3�y" • -
,-:�� g.•' •yam s�-i � � �.' �.�� tir}� .�
Photograph 50. View of Intermittent Stream F, facing downstream.
Photopage 25 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 51. View of Perennial Stream G, facing upstream.
Photograph 52. View of Perennial Stream H, facing upstream.
Photopage 26 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 53. View of Perennial Stream I, facing downstream.
Photograph 54. View of Perennial Stream J, facing upstream.
Photopage 27 of 33

Back Creek Interceptor Improvements July 2, 2020
Attachment D: Photopage CWS Project No. 2019-0269
:.. ati ` ice` •' �u+'a ='-�',S-y� +mac �•'-_ _ -
L�
�11 i y_ .��.:n x^- "`� r_- t`,-rs �:•� ct -�--_� 't•4 �%a.�•� ,,� I
�i•'i ��'• �'.Y:C-'y:o- �S:l�i �� _ :'C� _ - �F'-.-• � r2 �y;��Cl r�.i
•:-"ti.�Ti�y ct�jj, �lt : ' •9 .'�.: �.PaY,y=•'•_� - - :' _. _ �_ '�'==�Z'•it:r _ .r • ,..�fi
_��.. � bra-i• 1 - � � _.-'�.�=�� :'. .�,.� �+"- • _ �d� r,
�v .
Y
w;,� r .:.�
�
-i
�•r �� � �: 'ram-.
x�_•.
T. �ti_^
LL
,
� v •.,+w,.y •`_
Photograph 55. View of Intermittent Stream K, facing upstream.
Photograph 56. View of Perennial Stream L, facing downstream.
Photopage 28 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 57. View of Perennial Stream M, facing upstream.
Photograph 58. View of Perennial Stream N, facing upstream.
Photopage 29 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
Photograph 59. View of Perennial Stream O, facing downstream.
AU
t ''b-�,;;yryf , ' �"'s� " .^�t �: .+��"�x N�;`. '6,'Y"1''�• ..J v°p ,gar .
wL
� f • k •'�.� ter' N'�� ,�T.��;' t1.. .r � r' .t ..
yySS ' a:i'c l ^3344 ��vii
Photograph 60. View of non jurisdictional upland area (DP2), facing southeast.
Photopage 30 of 33

Back Creek Interceptor Improvements
Attachment D: Photopage
July 2, 2020
CWS Project No. 2019-0269
:_--- a
kN
lit
e, lk•.iYr � �;4.f. '��� ..•dF.
Photograph 61. View of non -jurisdictional upland area (DP3), facing northeast.
Photograph 62. View of non jurisdictional upland area (DP4), facing southwest.
Photopage 31 of 33

%.ItsN
NKI
Tor,
kIMS I,

34)
LIZ
�� � - � i •� �? . - -- • .,,, ill �' r
C,...':y .� Rti - •Y:.. i! F ��-Y•h1�V: k :i'Vy. '+11 .3`.� • i `
y. � ' ! F. � 1{� - ; ^ � i •.�r.�i 'di 1. r••, y .. _ ''ti"•nF.
. ��'�_��.1.ti �'.� � - i 4• �'•• L _ _- 'tit ::"'••�' .�y '
F _ • * _.. 5.. - .'.{� •;1�n ; - ��_' IN

Back Creek Interceptor Improvements
Attachments
January 26, 2023
CWS Project No. 2019-0269
ATTACHMENT E:
Proposed Impacts

z o _
o -
_ --
gi
O- � o � a ❑s- _ O
w o❑o _ W
uj
d ❑ k �o
LU
W 3 z
p otlm O
cc
Cl) LL
J
z
O
cc
m
o
� = a
w cn �—
w z
ti w C�ym
CA � o
�I �r O z
uj a CV Wp Y 2
Q wo
U Z �
fm
r /1 w �j r, J ��g
V J � V Q J L„'oa
z 0 7"
cn cc
~
o �
c � ■ ■ 1 Y
A Wi— � m
� Q
zJ
m
L)
w0 W
w
cc
c�
Q)
Q
00

-
y
- puew ",
' aecnco t
.`�ym�%s;'
"
E9ZB°xul�e�c J� 4... eke °'
.�;o
A-dwa7 leuoj3=Z-,ilf4-1--A 8 P-M
HJ1V3A9NJVl9�
S310N ONV SONIMVH(I dO X3ONI
1V2i3N3`J
-
��
A _N
�n
�
M
O w
4
S1N3W3A0?JdW1H01d30a31N1>i33HO >iOH9
AlNnopsm:jHv8b'Ojo
AlIbOHlnv 2i3M3S 4NV 2EiVMo
lo
O
LLI
HE
y
w
_ol
ol
_ _
°
-_
= W
7o
°-°
p _
-
W
- - -- -
- -11 11 lo-
o_z"T
m m m m
_ _ LL
o
o
3�
O
_ - .,o _
- - - Spa - - ---
W
_> -u oN
w
- = a7a
- -
- lo
-r�_wo-rc�s
W
_ po o
o
-
-rc-
0
W
- � - -
LL LL
o -
Wl -
-
Zoz
go - m� - -- Zz
-
r_o
HE
- _
_ _ - = of
U
_
-m -' _ a
-
o -
�o
__
W
-
a
oar
-
_ -
02 of -
_
-
- -- -
0
= -
-_�on
-
B
ps
O
_ __ _
O
-
7Fo
F
- - _ _ 7 _ _ _ _
_
- - - -
- -
a�� - - -
w
W
W
2�
- -
w
W
W
o -
F
__ _
_
_ - Pocrc _ _
o5
CL
W
- _ -
- - _o 11_ - - _ -
O
>
Z
w
c x0 >wo
F
- - - - y
W7o_
CD
�aaaaaaaaaaaaaaasaaaaaszzzzoh
CD
21�e.
oz
w
Q
Z
z

., �� �o,
nas;a
°
6uedwa7 leuo�3ewaiulf4�7eaA 8 P-M
HJ1V3A9NJVl9�
©
SNOLLVIA3N99tl ONV ON3°J3l
Wd3N3`J
�
-
iu7 �J
a
nIFM
O w
9
S1N3W3AMJdWl HOld3O2GiN1 NEIEIHO NOVO
uNnoo snzjaVeVb =jo
AiDJOHiny 2J3M3S (INV 2]DiVM
J
0
»>
m
W
U)
d
»>
««
o'
o
Lu
o
1,o
M.
-
o
Wl 11
oo
ouzo cu�oLL
z�olzz��zz
000'oo oo waaaaa ua a�wr�wwaw�ww�a
wr�o,wwy w�www�w��ww�mw ww
-
.��. �.. ��.
w- --
Z » »>
>
z
t�����
xZxxxx«x«xx
o00000o
>
a
-
>o
--
-
-- -
Q
_
o
-
_ -
-
LLz
r.
a -
_ -
-
-o _ .m
_o =________
°w
_=----=-
3
.....................
........
ww.
m
m
a
......�....�
..., .......
ol
.�.oa�a���������o
�88� ������� ooasaa000 wwwwwwwwww..www
LL w LLLLULL�... ������
lo
w
- ¢o
3 o
lo
r
rc
_
U
ZO
r
x
Vl
0
o
2
W
MAL
Q
LL
m
•
W
2
x I
a
'm F
_
-
G
W
W
k
_
-
o
w
z
p o
w w
w
w
�, p >
.> o o a� 11
z
J
III
II II
I II
o
li
�
a
z
c3>
U
I
I I
LL y i
II I
m1
i i — O
oYJ I
I II
a
� e
O
z
a
=
z
0
x21
o
w
°NN�
I I I
II II I
II I JI
�
W
I
I
I
W

CKB. .11., 4010N,a1C,lu40.
nec
IWedwu7 I�euogmaiul431..A 8 Moelfl
HJ1V3A9N3V19 D
dVA AlINI3IA aNV dVA X3aNI 133HS
1V2i3N3`J
S±N31/43AO2ddAl 21O1d30H31NI N222d0 ) OVB
uNnoo snzIHvavo dO
All OHlnVB 2i3M3S ONV 2121VM
�
It ��►��
`1 r. 11►I ` sop
- ,�i �/Iu�� i�•♦ ►Oi
4 sessoif 4
ili:
% e& wive �►�,�=1IInn��
�:1 jl�1 7�`� Illn���►�nnn�
ii
•
,AIlir-a►
t.
ri.ti►� i► nO�i111►/� M4reunn
`wn■��u■ h.■■n
•* ���i vl t4Vj� �IIIAI
11111-
111111111111111
CO
W
O
0
0
0
J
z
LL
1

OO+OZ HIS-00+0L HIS _
AIIJO?Jd ONH NHId
J' 'oi Ruedwo7 le uNeweWl4�WaA8Mae1@ lIN'J iiuu7�I n
S1N3W3AMJdWl 2Joid3OU31Nl N33UO NoV9
joa et. l lNnoo smiuvoyo 30
AiRJOHlnv 2OM3S (INV 2JEUVM
- J
�pwo Z
Cl)
gww p w
w O
- 0-
0 0
LL LL of
OLL
d
M
n a n w
C C D 'O W
N N N N
Gi Q Q (6 (6 E
E E of
�E E O
J��aain LL
_ _ zoi o 3Ns
13
pp'OZ 33S 11011b
I bl� 3NI7 HOlI bW O tjoj
i ,ss
�F li'lili 's -\z5
O cC O ���9\i M ✓.

a"i,e<, O Titxullc,. 4Npawcl,e9 oo+owls oo+azvls
3IIAO?Jd ONV NVId
J' �o'i 6uedwa7 leuo�3ewaiulf4�7eaA8M�elfl (�J �M Iln10
ecnco t
��ss? %s;' HJ1V3n9NJVl9 S1N3W3AMJdWl HOld3O2GiN1 NEIEIHO NOVO o
joa et. ,UNnoo smjHVovb 3o
AiDJOH1nV 2J3M3S (INV 2]DiVM LL n
- J
W
LU
a a a of
Q C O
LL UC
_
C C .N
(6 (6 N 0-0
N N E
N Q Q
E E
£01-0133H
i - 00+ S 33S
J ��aain
NO
OE yls-a1v Iq�lb 0a0�
J
\Id
-
-- --7 ,'
��
��a
illlll
,
O cQC O
w
WCC CC CC
\ \\ II
l WE
O O O
I \`QiliF \ r 'I Nli �I o
\
�
I IIII
: u
III o I}II
o w
cC cC
Yi � Yi
1
f I
l
Il
tot-,
b1S -'2N/7
33S NOIl Vn 31N 1
3�00 1>se�li of n.�
NI
ec9os�Nl, Ni I
mla�ae�r lw �
II
IIII
- II
� II
II
� II
a' V AN
99NIyNl _J
­aaoq= --
II -
ADD
I I y'
I I
� I
I
_ II
gDNINiaoAN
H4' ,G`
I n.99,¢HW I I I
II
II II
II
I II
I II
II _
� II
I
II
I II
I II

00+Ob V1S-00+0£V1S _ 3IIAO?Jd ONV NVId
J' �o'i Iluedwa7 leuo�iewaiulf4�7eaA8M�elfl (h �M Ilnlo
ecnco t
��ss? %s;' HJ1V3n9NJVl9 S1N3W3AMJdWl HOld3O2GiN1 NEIEIHO NOVO U -,
joa et. ,UNnoo smjHvovb 3o
.U_RJOH1nV 2J3M3S (INV 2]DiVM LL n
- J
aogWJ� 1 I 0
1 W
g W Cn
LU
N00LLLI
of
Q 0) C O U
LL
� L6 L6 N N 'O
Gi Q Q L6 L6 >_
>_ >_
bOl-O 133HS 33S
0-0-
NOI1Vf1NI1N00 a0d
I�OSI�NII HOIVW _
— — —
I
I
I
I
4�
Wo Yoar
r
>0� 00

"'"' '
v "'
o •s' "o i • �
ilosxeo
ruo-e'•e ••••a�•�••�=•s
OO+OS V1S - 00+Ob V1S
AIIJO?Jd ONV NVId
_
., J' 'oi
Ruedwo7 Ruo}{ewuW 4RWaA 8 Mel@
�In10
z7
F n
-
�F�LL
�,ss %s,
H�1vaAgN�v�a
S1N3W3AMJdWl 2Joid3OU31Nl N33UO NOV9
_
C) N�
l lNnoo smiuvsvo 30
.l1RJOH1nv 2OM3S (INV 2i31VM
_ o
}
a w
z
w
/p
w aLL a«a a w
�OOw
LL
of
rn0 � U
C
Q Q N
E Eof
N
J as
p
P
151 w
iAI,I°��I`.�
o
\ ., s
b5
AN
Ls5 NI NI!
W
s la
aa,aS
1
1
II
II
iI
II
I
I
I
I
b=
1
III
_
�Nlal
�11a o1VN
I
I
II
II
s A;a
I
I
I
I
II
II
IF
w
II
II
II
N�OL'Z5S Nf M11 _ ` _ I I I z
Ivoo �eo.�ira s I �� o
SSNIaiNolfXiLVM _ b
Sf10 NII
b l'ZSS NI rWI
MId 091� H
yI
_ThEO_RETILn�_ _ _ _ rv�
�nM 9N19vH I I N'� Ni�
\�a
SNI ANI
fdl �as)z,-Nw
.zn di 1
\ n I I
I II
IIm
IIw
dou9Nla`
lHl
9LLeoiAN
�'qo b9s` All
I
I I
-
I
g

0
2Gn2
°®
gmmmGwao2m�»m�ONOV
\\�
��
Nnoo Sn a odo
_
�
~^
&1@oHi n gagsONV 5E v9
\ \�
\\\\\
co
\
/kk mp k/
eoo--/
\
\
(
�
\\
\\
j\
=g§
) r
:>sa
(\\
\RJG
--- ---�
�

"'"' '
v "'•
o �s"o i a •
rI—p.Z•••aa •4�
OO+OL V1S - 00+09 V1S
3lldo?dd UNV NVId
.
Ruedwo7 Ruo}{ewuW 4�WaA 8 Mel@
llnlo
z7
(p F n
-
.`'
N9
HDIV3A'B3tll
oa
S1N3W3ndWl 2Jold3o2U31Nl N33UO NOV9
� -
_
N�
U
l lNnoo smiuvoyo =jO
11RioH1nV 2i31,A3S aNV 2i31VM
o�OOLL w
w \ o a a a
1
1 m rn rnQ a)
w C C LL U
\ fA N N — Q
O D U w D
a ri:
Q Q N N E
- 600op
OD OD
cF
\ moo
goo
�. �2-_s
o w
0 o J1 �O s � -
U
o o
oy �
\ S

- w° ";,.,"p, ocxez.�ne,w 4Np-1-o 00+08 HIS-00+OL HIS _ AIIAO?Jd ONH NHId
J' �o'i Iluedwa7 leuol3ewaiulf4�3eaA8M�elfl ��n In10
' aecnco t -
`' HJ1V3A9NJVl9 S1N3W3AMJdWl HOld3MAiNI N33HO )40va _ a U
joa et XJ Nnoo smjHvovb =jO
11RiOHJ nb 2i3M3S aNb 2]ElivM
- w
�aaa
n m m0 a)
C
C C co
(6 (6 N N -O
Gi Q CL (6 (6 E
80 L-0133HS 33S NOIIHf1NIINOO W=1 E E E N
00+08 HIS - 3NIJ HOiVn N N ...
JHI—aa�n
r
A
-os Ii64 w� LL
� ppI
�� `�
r dq
901-O 133HS 33HR S , NIJ — F
3q-L,n,.., - H01b

00+06 V1S - 00+OS V1S _ AIIAO?Jd ONV NVId
A-d—O leuol3.t7—jf4a7eaA'64-lfl W �M
' aecnco t
IInlO
` ��ss? %s;' HJ1V3n9NJVl9 S1N3A3AMJdAl HOld3O2GiN1 NEIEIHO NOVO
joa et XJ Nnoo smjHV8b'O 3o
AiDJOH1nV 2J3M3S (INV 2]DiVM LL n
o
- _ Z
°V IIII I O)
LLI
s �m a O
rn rn0 a) of
n LL U
`m `m m
W C C N
a N N N N O
O 4. rr C o o C C W
a °q 00, N(
sue. � sue.
I ✓yi
o O o
nN1N boy \
4 �Nla�l �Ila3�ltl�d
�sw NN
s la
(I .9)ff HW 1
vis
I�
raear+encns p�C
S GROM EOv T, �G
9al'tl .l Oa 104�5 mu
•� S � d03 WOili L-, So�
ry 1MJI�3a0iHL
"wL 1 - ------
zs "IA 1
ae'scs INIa 1
.ue vis I 1 0
I �
-
ivNwaois
aoa roz
w
O � o
3rvn a3adU
MI
°wNI l
N
es la
o9) Le-Hw
?
i o
=
m
II
I
-
0�
s'
1no ANI
II
�I
oANI
5 rvl��I
a s)e` HA
I
I
I
II
II
I
II
II
9rvIa1
I
II
II
sz-Hro
��
�
II
II
I
II
I
I
II
\
I
II
II
I
II

- °,'�; ,`"
oexez.�ne�.o 41.1Pe 1-1
OO+OOI V1S-00+06 V1S
AIIAMM ONV NVId
_
A-d—O leun13.t7—jf4�7eeA'64-lfl
IInIO
' aecnco t
-
��ss? %s;'
HJ1V3n9NJVl9
S1N3A3AMJdAl HoldEIO JGiN1 NEIEIHo NOVB
a
uNnoo smjHvevo =jo
11RJOHlnb' 2J3M3S nt IW NJ31b'M
LL n
Fgw��
o
�oOw
a a a
_
C
m rn rnQ a)
C C LL U
C
M
C C .N
-o
)\
Gi n n m m E
\�\OL`-00i
E E
S3 3g
l 0p
JHHaain
/
N
b1S, Olt yn
N ,

_
y
-pufia "; .ee,
O�yZ6¢xu�Ic,.041.1—iuee
oo+ou vis-oo+00Ldls
AIIAO?Jd ONV NVId
_
_J
'
A-dwao leuol3ewaiulf4�7eeA'g 4-lfl
IIn10
CDQ�=
aecnco t
-
` ��ss? %s;'
HJ1V3n9NJVl9
S1N3A3AMJdAl HoldEIO JGiN1 NEIEIHo NOVO
�
_
�°
a a
U ��
X1Nnoo smjHvovb �O
11RJOH1nV 2J3M3S (]NV NJ31b'M
LL n
�m
aoo
W
1'
I
Fa
w
L
w=
po
w w
o a
L
L
-
_-
a
w
o
�_ wwp z. z_w
cmi a a a
L
z
m
m rn rnp a)
L
s.. Q s..
Ia a Ia
S C C LL U
a
Ia. a
aim o
p
z
z N
o
o m m ESEE€€m
L
;v�
ooId
a
j
10
'I
1
N
zz-
31qS �33 NO 1 bn Ol bW \ \
aa"
9�Ma iN�li
os.
(v a eo
wM
� 4NI
0
/1HgpRET-------
aog
ttFFaM Ear A�
1--__ dba wadi .,l
o �w
�NI �M
,ro
ae
sosNI�--aTarvT3-
zees
cti t9
(via �o
I
I
II
II
-
o nw
swro
II
I I
I-
II _
-
II
II
�1
I
II
-
A- DNIN
aE
a31tlN'
N�"NI
I
�
II<
II
�
I
II
II
II
�
(
II
II
I
I
II
II
�
II
a
9es9
mla��sl
i o�N
"Ni
eeew
I I
L
I
II

- °,'�; ,`"
v "•
oexez.�ne�.o 41.1Pe 1-1
eEruo-i ox..�.oi ; �oi9ao
OO+OZI V1S-00+011 V1S
3IIAMM ONV NVId
_
_J
A-d-0 leun13.t7—jf4�leeA'64-la
IInIO
' aecnco t -
-
��ss? %s;'
HJ1V3n9NJVl9
S1N3A3AMJdAl HoldEIO JGiN1 NEIEIHO NOVO
a
X1Nnoo smjHvovb =jO
11RJOH1nV 2J3M3S nt IW NJ31b'M
Q�=
LL n
Fo
om
rn rnQ a)
C C LL U
C
C C .N
m m m 0-0
m m E
y Q Q E E
E E mp
N
J��aain
ZI1-0BANS 33S NOI1Vf1N11NOO bOd
s.
00+0ZI V1S-3NI1 HO1VN
o
it
i
a
O
Q
pT.,,
0
o
C
o
d)
..N.
o
O
•C
pi li � I �
W cC cC cC
M
d is
py 7 �p
R O O O
%
—
O N
I
_
II l
__
ccn
o Q
511
pa
o
u
I
o o
Q
�illl
—
CC CC �
i i
l- � 01
m2
�y
I
\I
/
Q °
N i 9�
W W W
O Q
Nps bb�
_ 1
i i i
R MATCH LINE - STA 110+00 m m m
cFF CHFFT C-110 w

lw
w"; `p, Oili¢xulc,.04 ppaacpeee oo+os vls oo+ozLvls 3JIAO?Jd ONV NVId
J' �o'i 6uedwa7 leuo�3ewaiulf4�7eaA8M�elfl (N �M Tlnl�
aecnco t ' -
��ss? %s;' HJ1V3n9NJVl9 S1N3W3AMJdWl HOld3O2GiN1 NEIEIHO NOVO o
joa et. ,UNnoo smjHVovb 3o
AiDJOH1nV 2J3M3S (INV 2]DiVM n,
LL n
- J
Z
LLI
.gw=
d= L
aoow of
\ Q C C LL U
IJ
LLI
So F C C
Q Q N N m
1
1 I
1 I
I 1
I
I
I
I
I �
6
120+00 O �91
.SHEET
I
II
-A-I
II
I
II
I
cmo oeise
I
�
II
II
�
�
II
II
�
�
II
II
I
II
I
II
-
i
II
I
I
I
II
II
s'Nl
o<« s \
-I-
`�z°
II
II
�
II
�
II
I
II
II
I
I
II
II
I
II
-
II
II
00 ONE
od
s''A
Lsos�
I
II
I
I
II

o�saeo�
zz
uNeweW
OO+Ob0£ b V1S-00+L V15
AIIJO?Jd ONV NVId
_
j, 'oi
Ruedwo7 le 4�.A 8 p.l@
�Inl0
z7
_ aecnco t -
ss %s,
H�1vaAgN�v�a
S1N3W3AMJdWl 2Joid3OU31Nl N33UO NOV9
_
�F�LL
C) N�
l lNnoo smiuvoyo 30
AiRJOH1nv 2OM3S (INV 2i31VM
so
Q LL U
/
�a C
O D U w 2
C C N
� (6 (6 N N 'O
/
/
Q Q N N E
IN
N E E
_
aain
o
! - n7
d a
P z oa
0 0 0
o
I• _
l� 1
00+0£l V1S-3. H01yw — \
Zl 1-O 133HS 33S N011b — _ 11NI1NOO and

-w°„w 1, ;,`p, ocxez.�ne,wa Npraeo.�' 00+OSI His-00+ObL HJ$
3IIAO?Jd ONH NHId
J' 'i Iluedwa7 leuo�3ewaiulf4�3eaA8M�elfl
!'i Ilnlo
_ Z9f bf0
` ss� %,, H�lV3ng�lwl9 S1N3W3AMJdAI HoidEIO 1GiN1 NEIEIHO NOVO
'- jog et. XJ Nnoo smjHvovb 30
AiRJOHinb' 2J3M3S (INV 2]DiVM
_ Fo
g' W
o z z_w m rn rn Q a)
C C W U
C
C C .N
Gi Q Q (6 m E
MEEE E m
N a) a) a) a)
aacn
i
i
1
� �o �h's
ZI
lo
/ c y
o o -
r�osase ti s. N >'�. � � � �i ^I I �, '�ij�i: b ,b�,� i,� iN I //•
I
{
II
I
II
I I
w�
_
II
w II
II
—NIN�
ANl
s l NI All
I
{
/'
J
�Du5515r
eo e��e�o
nNi
�NI
is
as
/
-
Ob�d�
-_

lw
w";,`p, Oili¢xulc,.04ppaacpeee oo+os vls oo+as vls 3JIAO?Jd UNV NVId
J' �o'i Iluedwa7 leuol3ewaiulf4�3eaA8M�elfl �%�n
ecnco TInI0
1
��ss? %s;' HJ1V3n9NJVl9 S1N3W3AMJdWl H0id3O2J31Nl)433HO NOVO o
joa et. ,UNnoo smjHvovb 30
AiDJOH1nV 2J3M3S (INV 2]DiVM LL n
Z
-= g W 1 1' I O
��waw U)
r° gwwep° LLI
�,o W O
N 0 0 W
O1a)of
Q
C C LL U
C
C C co
(6 (6 N 0-0
Gi Q CL (6 (6 E
E E
J��aacn
FOR CONTINUATION
MATCH LINE -
SEE SHEET C-116
STA 11160+00
—
`
�
w0O
\�bg\ lt4 -
C O O O
S,
j p
—1h�
I _
f� II I III
J I I it _v-
- MATCH LINE - STA 150+00
FOR CONTINUATION SEE SHEET C-114
f I
� I
00VONI �usiiaeiv, I
� I
I I
I II
II
I II
I II
I II
II
II
I = II
s I II Ili
II
� II
-009ONI J 1--- I I
96909[1"Nl wl'
(tlla y�D5Y1Y �,
II
_ II II
_ II
I II n1HN,.
I
I II
II
1 II
I II
I II
I II
NI
s,A� I J_I
I II
I II

"
uNeweWI4�WaA8Mael@
OO+OLI V1S-00+09L V1S
311d0?Jd ONV NVId
_
,
j, 'oi
'
Ruedwo7 le
�Inl0
cc rn
aecnco t -
-
`' /ss? %s,
H�1V3A9�1�719
S1N3W3AMJdW1 2Jold3OU31N1 N33UO NOV9
U
"
l lNnoo smiuvoyo �O
11RiOHlnV 2i31,A3S L]NV 2i31VM
p=pwo
1 I
-
-
w
i
L
o
�OOw
[
_
�aaa
m Co
L
s U
LL 0
C C .N
N N E
L
N Q CL
E E
� E E �
L
L
J��aain„
L L L-O 133HS 33S N01-L nN11NOO aO3
00+pLL "'IS_ 3N1�
r ,1 HO1VW
lo
L p
I � —
of �1N,
--
$s
�r
,-
1
I
I
I
I
II
�JAOO?
99'
MI
.inn
INIINNIAIS
�o9)as-Hw
�.
II
/
f
II
I I
31vn1 Iid
�
�
II
II
�
II
I
�
II
II
I
II
9 bVle
_
t13N135
31VAIild
�
II
ds
II
n"\N
61, AlINI
I I
s la
1
II
11
imVad
_
—1
1
All 1-1-
�
II
II
i1
I�
II
II
I
�
II
II
vu

w";`p,
"
Oili¢xulc,.04 ppaacpeee
oo+oa vls oo+auVIS
3JIAO?Jd ONV NVId
_J
J' �o'i
'
Iluedwa7 leuol3ewaiulf4�3eaA8M�elfl
Inl0
��n
aecnco t t-
o
��ss? %s;'
HJ1V3n9NJVl9
S1N3W3AMJdWl H0id3O2J31Nl)433HO NOVO
a
uNnoo smjHvevo =jo
LL�n
AiDJOHlnb' 2J3M3S (INV 2]DiVM
os So 5oop
rc
111 I I
LU
C
so
_
a00�
- -° __
a a a
L
m rn rn0
4%
Q Q E E
L
J��aacn
(
FOR CONTINUATION SEE SHEET C-'118
MATCH LINE -STA'I80+00
i Oyr
Cl
� I
.3
\ \m -
�
w i �LL
o�y
�
$
II
II
/LA
�
II
II II
lo
II
-
I
d�
II
II
I
I
II
II
«t� s N. A
I
I
II
I I
«H
J_
g.01)
V
II
i
n
n
�
�
II
I
s
AN
awm
II
I
I
I
I
II
II
I
II
II
II
-
�
I
II
IIw
se 1 N1 ANI
ro
I I
3�3s,
(
L

"
uNeweWI4�WaA8Mael@
00+06[ V1S-00+09L V15
AIIJO?Jd ONV NV]d
_
,
j, 'oi
'
Ruedwo7 le
�Inl0
00 rn
aecnco t -
-
`' ��ss? %s,
H�1V3A9�1�719
S1N3W3AMJdWl 2Jold3OU31Nl N33UO NOV9
U
"
11RioH1nV 2i3M3S aNV 2i31VM
W
((
o o
w w� Oa arU'a_wui
~0 N
w
L
2
U d d d
c— _
smmoa)
0
i
D
�
J�
1
ro�wn nw
ISo6S NI nM
�
I I
I
IO
� a'a�dNw
�
II
II
�
II
�II
\
II
o
III
D x
�3N ANI
5 IANI
I I
I
II I
1
ID.g alg s-Nw
_
I I
�
II
II
I
9 NI Ala'
Iaosilrgewlul
II
L
NI
I.'NI `N
awN3s
bK6LH
II
-XI
L_yr_T-------4- a3LtlM
- nalvMNeoa9oz
M
\ - - �Nll _tl31tlitl1
_
- �r i --- - -- 3NIlSYJIVtlNHN
a iOlON
-. o+LAltl
a 100
oJx
1
ONa3wnN
"Nl
s1a66ti t69"VIIa

- °,'� ; ,`"
o exez.�ne�.o y up— 1-1
OO+OOZ HIS - 00+066 HIS
AIIAO?Jd ONH NHId
_
'
A-d-0 leun13.t7—jf4�7eeA'64-lfl
IInIp
aecnco t
,,ay °�ss�:%s;
HJ1V3A9NJVl9
S1N3A3AMJdAl HoidEIO 1GiN1 NEIEIHO NOVO
-
G w
-
a
uNnoo smjHvovo =jo
e�
.U_RJOHlnb' 2J3M3S (INV 2]DiVM
4°
-
ao
J
Z
O
��waw
U)
N gw.WFpo
LLI
LU
LL LL LLj
of
m rn rnp a)
�
C C LL U
a C
�l
n
LU
.N
N N a) a)2
LLI
Q Q
/
E E N
>_ >_
of
/
JHHaain
LL
0
m m m s e
e
�q Rus ir
«ecs
mla �oei
i ANI
"wi
svm
x
3
11
�'12iC
s
ANI
swa
11
Ii
111I
`
II
II
n
IIIi1
II
aossll\ANI
I=
g
M.
a:
�
o
=_-
r u
`II
II
�II
ip, �
ez 96s
w
s
I6`n9)
9NR1
9
I
�
O �D
15
r
II
II
�
II
_
-
f
III
I
I
III

y
-pufiw "; .'=e,
., J' �o'i
' aecnco t
` ��ss? %s;'
OisZ6¢xullc,.04 ppaacpeee
Iluedwa7 leuol3ewaiulf4�3eaA8M�elfl
HJ1V3n9NJVl9
00+02 vis-00+00Z VIS
31IAO?Jd ONV NVId
IIn10
_
_J
LL n
a
p
S1N3W3AMJdW1 HOld302131N1 NEEHO NOVO
XJ Nnoo smjHV8b'O 30
AiRJOH1nV 2i3M3S (INV 2]DiVM
-
moo So
J
z
o:
11' I
0
Fgw'�
gww -
W
LU
�OOw
d
�
m rn rn0 a)
Q C C LL U
C
O D U w j
W
N N O
Q CL N
W
N N N N
\z aain
\JLL
O
00,0N2
b1s �0j1b
�Oy
\
1
z
w Igi�ili liRl'xl /l'
�
(m
9nNl Aw
i
Swag w. i
m
_
u �'f .izw / I , �� I SR-90 AµR09
PLO
O G
OV
1nOA
(M
910E Wla
19 .501�V1V
'2 FL I GPO E �P
---
w t7r so �
J w 3
O i�
- �'
[e-mail]15
____
aj
�tlOLL3a0341
I
o
-
(N01.0-0.2
ONISSOa�Oj
Gl*46Zi,
O
iea�N
�� -
CQ 1 I` 1 3V a
as
monw
w yN1
w
_/ o
r p a W
o /p miiVl�Il1'
-o
-
-
IU'I
I
3'll� I o o
C-AL
w w w w w w w w w w w
MATCH LINE - STA 200+00 y
FOR CONTINUATION SEE SHEET C-119 y m m m

lw
- - wYb"1,,. ,`8 ocxez.Nne�wa Npraei,.�' LL+92 H1S'OO+OOZ HIS _
v eErox..�.o�i ; �oi9ao 3IIAO?Jd ONH NHId
J' �o'i Iluedwa7 leuo�3ewaiulf4�3eaA8M�elfl
Ilnlc
' aecnco t -
��ss? %s;' HJ1V3n9NJVl9 S1N3W3AMJdWl HoidEIO JGiN1 NEIEIHO NOVB o = a U TO
joa et XJ Nnoo smjHvovb 30
AiDJOHlnb' 2J3M3S (INV 2]DiVM LL n
- °o HH, 3 , - wFa VJ
_ rWr/^
gwWLL�J Z w V/
- - cc
a0O� O
- a
m rn rn0 a)
m e - " o Q C C L U
/ m
W
C C .N
-o �
C N N E LLI
w y E E E T)
�_ - a " `i
W

w -_"uw r:.,°, C9ZBe pulle�cJ4�l�'awelue�
S AO L SIMV Kl 3IAS SnO3NV1130SIW -
J' �o'i Iluedwa7 leuo�3ewaiulf4�3eaA8M�elfl lIN'J iu7
N35 a< €°uN �i0
e„ti%ss��. o,;� HJ1V3n9NJVl9 S1N3W3AMJdWl HoidEIO JGiNl NEEHO NOVO o
oa X1Nnoo smjHvovb 30
AiDJOH1nV 2J3M3S (INV 2]DiVM w a
J
Z
O
rn
W
O
of
-
- -_ W
~ W
W
of
U—
_° jUE O _ �>
P.
_
N�III�` Y N z Ir _ _ _ _
LL
tF
Tf
1
- a
G - z
Ug a uwiw
Q w
o a
0 r
O zo
> 1 w w
LL
W �
o > i
F
� IIIII
- � Za �r IIIII u � uS ua nna
VJ °z
r
�w o�
O
O
O - JO
0 dw
�NQ z
+ Oo

- _.°m •:."' esxnz •enemwwv vuei�.e>
oi; P�•oi9so� -
'•"`• �";'""' eee�o-i ox. . S AO Z SlIVl311 4 3S Sf103NV1130SIW -
J'6uedw.0 4-1a IIAIO 7u7d (V F�
O w
N35 L%i0
e„ti %ss��.o,;� HJ1V3nBSI�t+l9 S1N3W3AMJdAI doid3O2GiN1 NEEHO NOVS U
oa X1Nnoo smjHvsvb �O
a
AiRJOH1nv 2i3MM (INV 2EiVM
J
Z
- - O
=_ W
a
cD
Q
�� ❑ O IIII �� _ ¢ ¢
a
❑ Ilu _ � - z �
W
z ❑ _ .
- z m
z %
_
a
y
- - - - W
o - � LLLu
U
"Z
w w
-
- a -
O \ \ o
O
O
U
ISM 7 Ito h — LL y F
F
- Z
F
O U �' W O
o O
- H z _ w tt] � 11
W W
O � x
1
i
� //T/////////NT////i✓, ✓ o CL
m p � w
w O o
Z
77
nisN1,e "Nilo� ��m� nisN�,e �vNis o� �LLcm.vm N Q
Z
L.L
o
U � �
-_ -- - a -
- ¢ w
lo
z
vwwv m a5rc �1` mna
Y
_
m W
_
Q
rLL
Z
O �
_
ds
w
- - w
W o
- o vo=
Mp�m

w
-_"uw r:.,e
., J''oi
C9ZK eupe�%4�W4'welu4�
Iluedwo��euopewa�u14�3eaA8M�19
HXV3AB)IJVlG
S AO E SiiI 31IS Sf103NV1130SIW
lIN'J
S1N3W3n02JdWl 2fO1d3O2f31N1 Ji3321O JiOVB
X1Nnoo smi2 ysvo 30
.l1RiOHlnv b3M3S aNV N3iVM
-
-
A �J
-
�N
a
co"
U .°
O
LLI
o
t 2,o
o
m
W
I
sod
w
��
o-tea -
w -
2 _
W
-
m5a
°w
-
ogo
ILL
LL�
o
aoz
-,z�
vaiNo g�gLL
�dM3a°�a(M�(w� -
- oOio
----
>z
a
livsn�d nv�.f �3nva1 "�"
3�m°v_w
o71ws^u
Q
- r
11
o
ot
Flo.
o
O
ZY
m°
t
w
F
z
Nw_
,FLOA
3
w y
0
o m
zy
mo z
\\
- JI
Z F
O
NO
00
O
Z�:
k
ooz
-
o

9 �O b Sll'd130 311S sn03NWll30SIV4
r j q AU d.o"j l... TRIO
3 ' Z9E MO �J• R - O u.
.ho n ,�F• © 8iN3W3AOMdW1 NO1d302i31N1 Nz]980 ADVO
All r)wInb?laAA4Q(1NVM4IHAA
Va W
a cw9 '�`
oir4f
g
z
$�d
m
C'1 H
r� N
O 2
3
w o
w�7
w
B
do w.avh
daa dlb
L
xtlry
Qg
pq�
� - �
•O•N 'Ho"IVH
^N
S.. 10 NOISIAIO
Ab'M
3dki SNIOVN
NOILV1SOdSNVtl1 A'ld 3O
VNIIDHVO HLNON
1noNunl AdM3AIHa
_ m
d0 31V15
OOi `ONIMVOO OUVONVLS AVM —
W m
�
$ wE
e
�o
M-
i
U a.
U
NW"105�t9Z1ON12BB6lOD1smV+we w.gduF4oM mqav, Nd OLI OLOZRZIB'U3LLOld

,s,S a�� m -
_ }a., , o © n
�\a wemm+wma,m#q+aONOV8
\j\/
uNnog Sn � a odo _
I \ y I a
~ ^ Ai Bow n 53a3s ONV �uiV a

w - __"uw r:.,e, C9ZBe pulle�cJ4�l'a�elue>
ONIIONVH MVRJ3UVW ONV NOliVZlllgV1S ONnmiee -
J' �o'i Iluedwa7 leuo�3ewaiulf4�3eaA8M�elfl lIN'J iu7 OEM
�i0
e„ti%ss��. o,;� HJ1V3n9N�Vl9 S1N3W3AMJdWl HoidEIO JGiNl NEEHO NOVB o
oa XJ Nnoo smjHvovb 30 ` w'
.U_RJOH1nV 2J3M3S (INV 2]DiVM w a
� J
14,
E
pp v 3 c s c It W
Eo O
u v 3 3 o a? _ ° of
_
oo
E w
- W-
o - -
� 3 v - c 3 °
E n o �-
v= m v o L s° N E w-E t s - Z� v _ of
Gov EaEE�LL
tE Y } m3 of nEnE <a
o 2 E w o¢ S.
j ma"i 35 = Zo Q a£t to 3 30 «�E z
r a
nE EvE v
E o
-3 0 E -0eE _ = c. E't Q
o° a ro o = ¢ o° = a n ¢ u`
cs
z
�LL
E _lu_
_ V�
E _2 E
E _ `E°v 3 Em-
o
E c E �, E° c _ m 3 - E o° E n ° E P 4
29
12
a J_ ___ E �_ v •
a z mv >
tfs c cE
E~ -v 5 �u E 2o
w _
as o'er 3 E _ �- 3L = >a
So
EF
o� 3E �n m3°c' 3� a� Y 6EL a `° - - o o`3°m (—I
c ET n75
ut E�m« m > vO > r v E,. _ °Na Ziv _ - _ _ 1
n�6- �za=93�w u°naw°.00 Fo °3u u a @.3�
m k .� ry m a in w n m i •� ry m a p .� ry m ¢ .� ry rvi 6
V1
Q
rQ
z
� _ o
o
�v
�ie
_
12
2 .3
G
_
°-Ea
E
-
vE
`vELL
c o
c _
�
�
_-
� v
E E;
t�
v
t�21-
6_
o 3u
Fz

' o
HJ1tl3A8N]tll9 ©
ON11 JOd3N ONV ONId99AG8OO9WNOLLJ3dSNI =1
S-LN3W3AOMdW1 MOld3O2i3lN1 ?i33JO Novo
uNnoo Sn2wyevo jO
kiWOHlnv N3M3S oNd 2131VM
s 9
LL
a
°g
U P�
�
J
Z
^g
O
°
o
A3�o
d-
w
Go
r co
s vuco �n
O
a
E o om
°ng
W
¢
a c
Y «; z
�v
w
w_
w
c`
o
9 m Y
a 3
O
Z
o 2
LL
N°
Z
o
E a '>_ n
co°'
_
s
-=u
me •1': wa
A E E=vim"IF
E
Q
wu
a
Q
9LW
. a
m =
> s
o
E
s s >
-
o
o
Q
u
oon
W
oz
o
u
m;v
E �E v =ucc o�
O
02 t r
°.y
y,
a
yY c
- 3 Eoo� r
W c� aw
Elm h S' uA Qi,o g
FBI
O U N O W -
6
E•• m£ H K r m N N Q E
l
d N w
rl ,
h
r-,
O
O
o
FrTlil
E
°
c
z
,t2 0
Y w
v
Q
°
sv c
a
is
a
N o a Sv
aa'2—
r l
V
a
E c
v
Ow°
c E v o
V
t
E O c
e o
L
C
�M aaEL
�o-`-c-cp
ri
Z
yr
z ° ° _
e f E? E 0
0
G
d aa,mos
•.
o .
d a3 c _z vaim
w
z "r E-de
G 3 0
p
E y
w
n3 mn3
E
m a E v 3
`o
`o £ ` E cc $
Y� Z w c`����
t s m
i
e.
«C�E�
o�
�g
u
c' °°aAic
ao'o
9o�i
a
9oOo
_d�
�_v3
u
v
E � w
C E t
p
o w
C E O
� m
p
Co
riLd�
vg'
?
Ape€o
d � aa=
`vo
v 8Y
E
_
Y
-
Z.
t��c
z oY
ar �� roc
E9
a"
�.0'1�5�4921C11{L68ELOPIamV.�+e uIW� .M0 �311! YId ZZ�L OLOZl51B'03ll°ld

Back Creek Interceptor Improvements
Attachments
January 26, 2023
CWS Project No. 2019-0269
ATTACHMENT F:
Protected Species Assessment and USFWS Concurrence

f NT OF Ty�'fi EIS &WHM iEE
N �o United States Department of the Interior SERVICE
_ FISH AND WILDLIFE SERVICE
q�cH 3,'�°� Asheville Field Office r
160 Zillicoa Street Suite B
Asheville, North Carolina 28801
January 12, 2021
Aliisa Har uniemi
Carolina Wetland Services, Inc.
550 E. Westinghouse Boulevard
Charlotte, NC 28273
[e-mail]
Dear Aliisa Har uniemi:
Subject: Back Creek Parallel Interceptor, Cabarrus and Mecklenburg County, North Carolina
Log No. 4-2-21-057
The U.S. Fish and Wildlife Service (Service) reviewed the information provided in your October
23, 2020 correspondence, (amended January 5, 2021). We submit the following comments and
recommendations in accordance with the provisions of Section 7 of the Endangered Species Act
of 1973, as amended (16 U.S.C. §§1531-1543; Act); the Fish and Wildlife Coordination Act, as
amended (16 U.S.C. §§661-667e); the Clean Water Act (33 U.S.C. §1251 etseq.); the Migratory
Bird Treaty Act (16 U.S.C. §§703-712); and the National Environmental Policy Act (42 U.S.C.
§4321 et seq.).
Project Summary
The proposed project will replace existing sewer line with 30" diameter gravity sewer line within
approximately 32 acres in Harrisburg, North Carolina. Your email correspondence indicates that
the proposed work would require U.S. Army Corps of Engineers authorization. The information
provided describes nine perennial streams within the Action Areal, but does not quantify
proposed impacts to jurisdictional features. Proposed impact avoidance, minimization, and/or
mitigation measures were also not described. Onsite habitats include disturbed floodplain forest,
developed open space, utility rights of way, maintained roadways, and transitional habitats.
Surrounding land use is dominated by commercial development and residential homes.
Federally Listed Endangered and Threatened Species.
Suitable summer roosting habitat may be present in the project area for the federally threatened
northern long-eared bat (*otis septentrionalis). However, the final 4(d) rule (effective as of
February 16, 2016), exempts incidental take of northern long-eared bat associated with activities
that occur greater than 0.25 miles from a known hibernation site, and greater than 150 feet from
1 Pursuant to 50 CFR §402.02, the Action Area includes all areas to be affected directly or indirectly by the Federal action and
not merely the immediate area involved in the action. Moreover, the Effects of the Action are all consequences to listed species
or critical habitat that are caused by the proposed action, including the consequences of other activities that are caused by the
proposed action. A consequence is caused by the proposed action if it would not occur but for the proposed action and it is
reasonably certain to occur. Effects of the action may occur later in time and may include consequences occurring outside the
immediate area involved in the action (see also 50 CFR §402.17).

a known, occupied maternity roost during the pup season (June I — July 31). Based on the
information provided, the project would occur at a location where any incidental take that may
result from associated activities is exempt under the 4(d) rule. Although not required, we
encourage the Applicant to conduct any associated tree clearing activities outside the active
season (April 1— October 31) for this species and especially avoid the pup season (June 1 —
July 31) to reduce the chance of impacting unidentified maternity roosts.
The information provided indicates that suitable habitat for the federally endangered
Schweinitz's sunflower (Helianthus schweinitzii), occurs onsite. However, targeted surveys
conducted during the optimal survey window did not detect evidence for this species. Based on
the presence of suitable habitat onsite, but negative survey results collected during the
appropriate survey window, we believe that the probability for inadvertent loss of this species
would be insignificant and discountable. Therefore, we would concur with a "may affect, not
likely to adversely affect" determination for this species from the appropriate action agency if all
potential habitats were evaluated during the optimal survey window, but no evidence for the
species was detected at that time.
Based on the information provided, suitable habitat does not occur onsite for any other federally
protected species and we require no further action at this time. Please be aware that obligations
under section 7 of the Endangered Species Act must be reconsidered if: (1) new information
reveals impacts of this identified action that may affect listed species or critical habitat in a
manner not previously considered, (2) this action is subsequently modified in a manner that was
not considered in this review, or (3) a new species is listed or critical habitat is determined that
may be affected by the identified action.
We offer the following general recommendations on behalf of natural resources:
Utility Crossing
In the interest of reducing impacts to natural resources, utility crossings (i.e., sewer, gas, and
water lines) should be kept to a minimum, and all utility infrastructure (including manholes)
should be kept out of riparian buffer areas. If a utility crossing is necessary, we recommend that
the Applicant first consider the use of directional boring. Directional boring under streams
significantly minimizes impacts to aquatic resources and riparian buffers. Where directional
drilling is proposed, we request that the Applicant develop and implement a frac-out contingency
plan to minimize potential impacts from an inadvertent spill of drilling fluid.
If directional boring cannot be used and trenching is determined to be the only viable method,
every effort should be made to ensure that impacts to in -stream features are minimized and stable
upon completion of the project. Our past experiences with open -trench crossings indicate that
this technique increases the likelihood for future lateral movement of the stream (which could
undercut or erode around the utility line), and the correction of such problems could result in
costly future maintenance and devastating impacts to natural resources. Therefore, as much
work as possible should be accomplished in the dry, and the amount of disturbance should not
exceed what can be successfully stabilized by the end of the workday. In -stream work should
avoid the spring fish -spawning season and should consider forecasted high -flow events.
2

Regardless of the crossing method, all utility lines should cross streams perpendicularly. We
strongly encourage that a qualified biologist monitor the work area until the work is complete in
order to identify any additional on -site impact -minimization measures. The Service may be
available to assist you in this effort.
To determine if any maintenance is required, the work site should be monitored at least every
3 months during the first 24 months and annually thereafter. Moreover, we recommend the
development of a riparian monitoring and maintenance program that would outline procedures
for the prompt stabilization of streambanks near the utility crossing (should any streambank
erosion or destabilization occur) throughout the life of this project.
Special consideration should be made with regard to sewer lines associated with crossing areas.
These lines should be maintained at all times in a manner that prevents hazardous discharges to
land or surface waters and should be constructed of ductile iron or a material of equal durability.
Erosion and Sedimentation Control
Construction activities near streams, rivers, and lakes have the potential to cause water pollution
and stream degradation if measures to control site runoff are not properly installed and
maintained. In order to effectively reduce erosion and sedimentation impacts, best management
practices specific to the extent and type of construction should be designed and installed during
land -disturbing activities and should be maintained until the project is complete and appropriate
stormwater conveyances and vegetation are reestablished on the site.
A complete design manual, which provides extensive details and procedures for developing
site -specific plans to control erosion and sediment and is consistent with the requirements of the
North Carolina Sedimentation and Pollution Control Act and Administrative Rules, is available
at:
http: //portal. ncdenr. org/web/lr/publications
For maximum benefits to water quality and bank stabilization, riparian areas should be forested;
however, if the areas are maintained in grass, they should not be mowed. We recommend
planting disturbed areas with native riparian species. Our office can provide information on
potential sources of plant material upon request.
Stream Buffers
Natural, forested riparian buffers are critical to the health of aquatic ecosystems. They
accomplish the following:
1. catch and filter runoff, thereby helping to prevent nonpoint-source pollutants from
reaching streams;
2. enhance the in -stream processing of both point- and nonpoint-source pollutants;
3. act as "sponges" by absorbing runoff (which reduces the severity of floods) and by
allowing runoff to infiltrate and recharge groundwater levels (which maintains stream
flows during dry periods);

4. catch and help prevent excess woody debris from entering the stream and creating
logjams;
5. stabilize stream banks and maintain natural channel morphology;
6. provide coarse woody debris for habitat structure and most of the dissolved organic
carbon and other nutrients necessary for the aquatic food web; and
7. maintain air and water temperatures around the stream.
Forested riparian buffers (a minimum 50 feet wide along intermittent streams and 100 feet wide
along perennial streams [or the full extent of the 100-year floodplain, whichever is greater])
should be created and/or maintained along all aquatic areas. Within the watersheds of streams
supporting endangered aquatic species, we recommend undisturbed, forested buffers that are
naturally vegetated with trees, shrubs, and herbaceous vegetation and extend a minimum of
200 feet from the banks of all perennial streams and a minimum of 100 feet from the banks of all
intermittent streams, or the full extent of the 100-year floodplain, whichever is greater.)
Impervious surfaces, ditches, pipes, roads, utility lines (sewer, water, gas, transmission, etc.), and
other infrastructures that require maintained, cleared rights -of -way and/or compromise the
functions and values of the forested buffers should not occur within these riparian areas.
Floodplains
Executive Order 11988 requires federal agencies (and their designated nonfederal
representatives) to consider and protect floodplain functions. We believe the examples of
flooding in this area of North Carolina highlight the importance of avoiding the long- and
short-term impacts associated with the occupancy and modification of floodplains and that we
should avoid any direct or indirect support of floodplain development. Therefore, we do not
believe the subject project should be built in the 100-year floodplain or in any way result in the
alteration of the 100-year floodplain.
If you have questions about these comments please contact Mr. Byron Hamstead of our staff at
[e-mail]. In any future correspondence concerning these projects, please
reference our Log Number 21-057.
Sincerely,
-- original signed
Janet Mizzi
Field Supervisor
4

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177 (office)
704-527-1133 (fax)
August 26, 2019
Me. Marc Lomax
WSACC
232 Davidson Highway
Concord, NC 28027
Subject: Protected Species Habitat Assessment Report
Back Creek Parallel Interceptor
Cabarrus and Mecklenburg Counties, North Carolina
CWS Project No. 2019-0269
Dear Mr. Lomax,
WSACC has contracted Carolina Wetland Services, Inc. (CWS) to provide a protected species
habitat assessment for the Back Creek Parallel Interceptor site. The Back Creek Parallel
Interceptor site is a 200-foot wide 19,000 foot long sewer line easement that contains multiple
Cabarrus and Mecklenburg County tax parcels. The project limits extend from just west of
Caldwell Park Drive, eastward to just north of Live Oak Road in Cabarrus County, North
Carolina (Figure 1).
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 Cabarrus County'. In addition, CWS
performed a data review using the North Carolina Natural Heritage Program (NCNHP) Data
Explorer2 on August 1, 2019 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
NCNHP4 online resources including, but not limited to, specific USFWS species profiles,
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
' United States Fish and Wildlife Service, Raleigh Field Office. Accessed August 1, 2019. Endangered and Threatened Species
and Species of Concern by County for North Carolina. https://www.fws.gov/raleigh/species/cntylisttcabarrus.html
2 North Carolina Natural Heritage Data Explorer. Accessed August 1, 2019. 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. http://www.fws.gov/noes/es/plant_Survey.htmi. Accessed August 1, 2019.
4 Buchanan, M.F. and J.T. Finnegan. 2010. Natural Heritage Program List of the Rare Plant Species of North Carolina. NC Natural
Heritage Program, Raleigh, NC. Accessed from https://www.fws.gov/raleigh/species/cntylisttnc_counties.htmi
NORTH CAROLINA - SOUTH CAROLINA
WWW.CWS-INC.NET
Page 1 of 6

Back Creek Parallel Interceptor
Protected Species Assessment Report
August 26, 2019
CWS Project No. 2019-0269
Cabarrus County' and aerial imagery were also reviewed for potential habitat communities of
listed species within the project vicinity (Figures 2 and 3).
Field Survey
CWS scientists Christine Geist, PWS1, Aliisa Harjuniemi, PWS, Megan Shelton, WPIT', Julia
McGuire, Staff Scientist II, and Ian Dunning, Staff Scientist I, conducted a pedestrian habitat
assessment of the project area on July 30, and August 12 and 13, 2019. 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. However, formal surveys were
not conducted for the occurrence of protected species. Identification references for natural
communities include the National Land Cover Database (2011)'.
Results
Based on the NCNHP data explorer review, there are no current records of federally -protected
species within the project limits or within a mile of the project limits (Attachment A). The
USFWS lists three federally protected species for Cabarrus County (Table 1). An official
species list has not been obtained from the USFWS Asheville Field Office.
Table 1. Unofficial List of Federally -Protected Species Potentially Occurring within the
Back Creek Parallel Interceptor site, Cabarrus County, NC.
Major Group
Scientific Name
Common Name
Federal Status*
Record Status
Plant
Helianthus
Schweinitz's
E
Current
schweinitzii
sunflower
Animal
Lasmigona
Carolina heelsplitter
E
Current
decorata
Animal
Myotis
Northern -long-eared
T
Current
septentrionalis
bat
* E - Endangered, T - Threatened
Six terrestrial community types were identified within the project area during the field survey.
These community types consist of deciduous forest, evergreen forest, shrub/scrub, herbaceous,
woody wetlands, and emergent herbaceous wetlands (Figure 3). Of the identified on -site
community types, deciduous forest, herbaceous 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.
5 United States Department of Agriculture, 2017. Web Soil Survey of Cabarrus County, North Carolina. Accessed 8/1/19.
Source: https://websoilsurvey.nres.usda.gov/app/HomePage.htm
6 Professional Wetland Scientist, The Society of Wetland Scientists Professional Certification Program
7 Wetland Professional in Training, The Society of Wetland Scientists Professional Certification Program
8 MLRC. National Land Cover Database, 2011. https://www.mric.gov/nlcdll_leg.php
Page 2 of 6

Back Creek Parallel Interceptor
Protected Species Assessment Report
August 26, 2019
CWS Project No. 2019-0269
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:
The potential on -site habitat for this species is limited to the herbaceous areas along the
forest edges, and the existing sewer line easement along Back Creek (Photographs 2, 3,
6-9, 11, and 13-15). The desktop review and field survey assessment determined that
there are small areas throughout the project limits that do contain Enon, Iredell, and
Mecklenburg soils that are conducive to Schweinitz's sunflower. However, these areas
are either forested, or are too regularly maintained through the practices of mowing,
which is not conducive to Schweinitz's sunflower habitat. No individuals of Schweinitz's
sunflower or other Helianthus species were observed during the field assessment on
July 30 and August 12 and 13, 2019, and no known population records of the species
occurs within one mile of the project area in the NCNHP database, which leads CWS to
conclude that the project will not affect Schweinitz's sunflower.
Carolina heelsplitter (Lasmigona 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 is in sections of
streams containing bedrock with perpendicular crevices filled with sand and gravel, and
with wide riparian buffers.10
e United States Fish and Wildlife Services. 1991. Endangered and Threatened Wildlife and Plants; Helianthus schweinitzii
(Schweinitz's sunflower) Determined to be Endangered. hftp://ecos.fws.gov/docs/f`ederal_register/frl852.pdf.
10 NCDOT TE Animal Habitat Descriptions. 2015.
hftps://con nect. ncdot.gov/resources/Environmental/Compliance%20G u ides%20and%20 Procedu resfTE%2OAni mal %20 Habitat%
20Descri ptions%2OMar_6_2015. pdf
Page 3 of 6

Back Creek Parallel Interceptor August 26, 2019
Protected Species Assessment Report CWS Project No. 2019-0269
Biological Analysis:
There are nine perennial streams located throughout the site, but the stream banks were
incised and the water was turbid. In addition, the stream bottoms are heavily embedded
with silt throughout the entire reach, which is not supportive habitat for Carolina
heelsplitter. All of these streams drain into Back Creek, which is connected to
downstream waters via a culvert, which is also not conducive for Carolina heelsplitter
(Photographs 1, 4-5, 10, and 12). Back Creek is experiencing significant bank erosion
and incision, with high levels of sedimentation and turbidity. Studies performed by the
North Carolina Department of Water Quality show that water quality in the Rocky River
Watershed has been severely impacted by rapid development in the area." Back Creek
is one of the larger tributaries in the Rocky River Watershed, and this study shows that it
has been heavily impaired by stormwater runoff, resulting in habitat degradation.
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). Therefore, CWS concludes that this project will not affect
the Carolina heelsplitter.
Northern long-eared bat (Myotis septentrionalts)
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. 12 The NLEB was listed as Threatened (T) on April 2, 2015.
The forested floodplain within the project area likely has potential foraging or roosting habitat for
the NLEB. However, a Standard Local Operating Procedure for Endangered Species Act
Compliance (SLOPES) was established for NLEB between the USFWS Asheville and Raleigh
Ecological Offices and the United States Army Corps of Engineers (USACE), Wilmington
District, on January 31, 2017.13 This SLOPES defines how the USACE will make
determinations of effect to the NLEB on projects in which the USACE is the lead federal agency.
Alternative Local Procedure 1 (ALP 1) applies for the Back Creek Parallel Interceptor site as the
action area is within range of the NLEB,14 the action area is located outside of a red 12-digit
HUC as defined by the Asheville Ecological Services Field Office,15 and consultation by the
USACE is required on other listed species or critical habitat.
The final 4(d) rule exempts incidental take of NLEB associated with activities that occur greater
than 0.25 miles from a known hibernaculum site and greater than 150 feet from a known,
occupied maternity roost from June 1-July 31. This project is not within the range of any known
hibernaculum or occupied maternity roost. Therefore, in accordance with ALP 1 and the final
11 https://files.nc.gov/ncdegMater%20Quality/Planning/BPU/BPU/Yadkin/Yadkin%20Plans/2010%20PIanP
6_03040105%20Rocky%20R-2010. pdf
12 United States Fish and Wildlife Service. 2016.4(d) Rule for the Northern Long -Eared Bat; Final rule.
hftps://www.gpo.gov/fdsys/pkg/FR-2016-01-14/pdf/2016-00617.pdf
13 USACE http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf
14 The U.S. Fish and Wildlife Service (USFWS) 2016. https://www.fws.gov/midwest/endangered/mammals/nieb/pdf/WNSZone.pdf
15 The U.S. Fish and Wildlife Service (USFWS) 2016. Northern Long -Eared Bat.
Page 4 of 6

Back Creek Parallel Interceptor
Protected Species Assessment Report
August 26, 2019
CWS Project No. 2019-0269
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, this project is exempt under the 4(d) rule.
Summary
Based on the literature search and the results of the on -site assessment for suitable habitat of
federally -protected endangered, and threatened species, supportive habitat was not observed
within the project limits for Schweinitz's sunflower or Carolina heelsplitter. Additionally, 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. Therefore, any incidental take on
NLEB that may result from associated activities is exempt under the 4(d) rule and notifications
will follow the SLOPES agreement16. Biological determinations requirements for federally
protected species are summarized in Table 2 (below).
Table 2. Biological Determination Requirements Summary Table for Federally Protected Species
Federal
Effect on Listed
Biological
Scientific Name
Common Name
Status*
Species
Determination
Required
Helianthus schweinitzii
Schweinitz's sunflower
E
No Effect
No
Lasmigona decorata
Carolina heelsplitter
E
No Effect
No
Myotis septentrionalis
Northern -long-eared bat
T
Exempt
Yes**
* E - Endangered, T - Threatened
** - Required in accordance with SLOPES, ALP 1 agreement.
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. Should the lead federal agency agree with CWS's initial findings of no effect, then no
USFWS consultation 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, formal
or informal consultation with USFWS may be required.
16 http://www.fws.gov/asheville/htmis/project_review/NLEB_in_WNC.htmi
Page 5 of 6

Back Creek Parallel Interceptor
Protected Species Assessment Report
August 26, 2019
CWS Project No. 2019-0269
Thank you for the opportunity to provide these services on this important project. Please do not
hesitate to contact Megan Shelton at 757-576-6433 or [e-mail] should you have
any questions or comments regarding this report.
Sincerely,
Megan Shelton, WPIT
Project Scientist
Christine A. Geist, PWS, CE
Principal Scientist
Attachments: Figure 1: USGS Topographic Map
Figure 2: USDA-NRCS Web Soil Map of Cabarrus County
Figures 3-313: Aerial Maps
Attachment A: NCNHP Data Review Report
Attachment B: Representative Photographs (1-15)
Page 6 of 6

Px,NSOS9 919,9919,F 9Xaa6.19110Zsne[6110A610Ae9u0u990.19 .09N.9.99.N9S99
Ddo
0 09939H
96L b 99.08- ' £06 6 6 £ . 9£
se]eupuoo0
SIN NMV90
69Z0-660Z
ON 103P09d SND
610Z/9Z/9 1va
Saab 000'Z = 4au! 6
a1V3s
eulloJeo LI JoN 'saRunoo 6mquappow pue sniiegeo
io033,13lu! lalleJed N00J0 Naea
dew oiydeaBodol sosn
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLES: HARRISBURG, NC (20
�yI

odo 96Lb99 02-'£0666£.9£
A8 03NO3H0 seZeupuoo0
SIN 69Z0-660Z
A8 NMV10 ON 133PONd SNP
61-0Z/9ZI9 alva Saab 000'Z = 4aul 6
awes
L
w
a r.SIN.tlVSJ%d,9aa9 X ua 69Z0-610Z\ 1 fiI nag OZ\amQ P.N9SNO
S 30IAH3S aN'dl13M
VN I11:18V
eulloJe3 LI JoN 'saRuno3 6mquappow pue sniiege3
io033,13lu! lalleJed IOOJ0 Naea
sa!}uno3 Banquap!oaw pue snaaegeo;o
/eAJflS I!OS qaM so IN-vasn
0
0
w
0>
ea,
0
i F7 v
MOIIOH IIVIIO
02i 021 HO2if1H0 NOS! I80?d
DELL DR DR
m
ON al 300IN M10Ji01
N O M

Pxw)ma1.va)0 t,.s^.4IVSIsJ69Z0-6IO aspefosd%mlLusuo,filtlafiIOZ,110 weay%u0L^suoD1s.^1, Pa1.9600
°V° A8 03N331-13
S1W 9NMV
610Z/9Z/9 eiva
•
ciActa
96Lb99.08-'£0666£.9£
96Z0-61.0ZL 3Poadsnro
Saab OOZ' 6 = 4au! 6
awes
wattegfoi
NV* +
ixiaznizxn
isoyir
agmaglacia
i
cth
iS3T�'►� ►
•r
eulloJe3 LI JoN 'saRuno3 6mquopjooA pue sniiege3
iol 33,13;u! lallaled N00J3 Naea
nna!AaaAQ dew ieiaad
APPLE
Oi103NAM
39I00L18AY8
1,200 600 0 1,200 Feet
ITAT ASSES:
CA19 0A19
5.01Ad3S ONVL13M
VN111:1LIVO
IAti - a o
gi
OSN/e®
00.
murgitil

P*�^'Tor E.,. 0SID.,S13,1,1 ^ , 10.H 69,0-6I0ZH10..a $^OI^s^0D fiI 0,61 oz,uo weay%mlIns^0, ^^11),u4S\'J
° V ° Aa 03)1331-13
SlW BNMV
6LOZ/9Z/9 eiva
IA
96Lb99.08-'£0666£.9£
soleupoo3
96Z0-61.0Z L„ro„ solo
Saab 00C = 4au! 6
93 MIAH3S aWrI_L M
VN IiC72!V
,i
eullo)e3 yi)oN 'saRuno3 6mquo jooA pue sn))ege3
)oidaa)alu! lalle)ed N00)0 Naea
dew ieiaad
4Z
CP
•
I:j[ f a.inai3 saga;et
3 _
m
0 0
H4
A
„v=
o 8
a) 0 rn a
•
11 •
1

'ZQ[£.,..SID.,S13d11.a9 10.a6Z0-6I OZ,s10e6id%.OI^s.°D fiI 0,6I0,.^.0 Pan9SVD
° V ° Aa 0N331-13
SlW AB NMV
6LOZ/9Z/9 eiva
1
1.4
96Lb99108-1£0666£.9£
96Z0-61.0Z L„Po„ solo
Saab 00C = 40U! 6
•
S MIAH3S a Nv,L]M
VN IiC72!V
eulloIe3 LI JoN 'saRuno3 6mquo joo AJ pue sniiege3
io033,13lu! lalleJed N00J0 Naea
dew ieiaad
Air
0
0
L
0
0
0
0
q
Hqq
Q d
0
z
al
N
i

Back Creek Parallel Interceptor
Attachments
August 26, 2019
CWS Project No. 2019-0269
Attachment A:
NCNHP

1>Fu1111l1111 Roy Cooper, Governor
L■■�-■ NC DEPARTMENT 4P
■EREN NATURAL AND CULTURAL RESOURCES Susi Hamilton, Secretary
Walter Clark, Director, Land and Water Stewardship
NCNHDE-9897
August 1, 2019
Julia McGuire
Carolina Wetland Services
550 e Westinghouse Blcd
Charlotte, NC 29707
RE: Back Creek Parallel Interceptor; 2019-0269
Dear Julia McGuire:
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.ciov/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 rod nev.butler(o-)ncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
(k 121 W. JOIN E5 STREET RALEiGH. NC 27603 • 1G51 MAIL SERVICE CENTER. RALEiGH,Mc 27699
pFC 919.707.912p • FAX 91 .707,9121

$CD
y
ƒ
e
»
/
_\
co\
% E
z
/
CD\
\
/
©
}
0 e
3
e
z
© �
\
z
\
\
u
f
\
/
t%
%
/
\
/
\
*
(
4
-
/
/
CD
\\
/
\D
\
%/
CD
�©
E\
\
w »
Z
3
co,
,
\�
7
�
\z
\
\ \ \
\
\ /
%
>
[
[
E E E«
c-
> 2
%
5 E E
[t
\ s
> > > >
\
/
\
/
�000._=
37
/
4
G
G
g o o
s e
2 2
y
a0/
}a
27
-
»
e
///.
§J
CD )
\t/
o a a a
g 5©
=
t[
0
/ (
� /
cm ®
®
m /
° ©
y
®
\ \
o /
2 /
e °
-
g
s / V @ \
\ 0
§ E
\\/�ƒ
®}
`/
0NMI
2a©^®
CN
®
\/
\\
± % 6 % ©
4-1\
± ®
©
s
« *�\ƒ
/%/e
%
\
k§
\ t=U
Z
/
@
g
&
/§
v:
�/
s(,D
% U y
> > >
u /
_
Z "®
\\\{\
:
.0
/ / /
{
G
e /
cme
\
s
2 2 L(
z
\\
\
\
/ / /
\
C /
\
/
/
Z
/
cm cm c
»
: -
% ®
t
2
/
=
g
\
m
% — —
a
/
\
�
\
\
\ : : %
\ \
3 \
$
E
o
O x x y
ps
§
�\
\
\
\
[{
\\
/
\
U
Uc
-cm
\ \
\ \
\\\
�
e
%\\ :
\
as
\
\
/
/
\\
[
- e
\/
cm/\
s
\
2^
%
g
»
9
°
/
u
2
Z
\/
m
7
m
t
e
Ee
\
k
/
\
\\
©_
/
o
/
/
\
-
�(
e
g
y
\\
�\
\
>
\
\
\
\
0
( \
\ {
\ \
y
r
/
2 j/
yg
=
CD
§
\
\0
f�
o
%
°
«
4 a m
» £
-0
g
.9
6
\
ssee
e e a
/.:
% z
,
\/E
�>
co
\
\\2%ƒ\\.0
[
E/
z
7
2\\
z
f 2
j
\\\
2+
}
/
\
c 3
/
/
/
/ / / /,�
\
\
\
\
_

J$
°
m
\
r
\
e
m a m
a
3
a
m
m
e
% E
3
m
e
3
a
e
e
e e e
e
3
e
e
\
\
\
\
\
\
\
\
\
\
�
�
�
e
\
2®
2
t
//
%
.9 %\
e e e
.9 %\/
e
e e
e
e§ e
e
e
°
e
u u
0)s e
u u
u=
a e
g
a u=
a
%
U)%
u
'
'
'
\ o
/ / § §
\ 0
/ © /
/ §
+ /
J
/ + /
/
n
s
e /ass
s
e/
D»
e s
e
e
-C
/
»///
»/
®/
/
®/
®
3
0
j
\ /
±
H
(D
\
\
E
E
E
E E E
=
g
s
s
s
a
0)
a
4
z
0
=
5
e
5
e
5
e
9
2
9
5 9 5
e o e
0
a
o
a
e
> o
0
a
7
9
/
//
x
2
\
\
y y y
J
J
6^
J
&
2
4
e
6
G
6G6
\
/
t=�
\ƒ
/(D/
o
G
e
c
U
\\ 2
c
c
\ \
u
O
e±0a)
/J$b$
c a) 0
=
m
Co
e
m
o
e
e
/\a w g
9
m
a
o
e 2
\
o
0
6% 0
Co ®\
e J
\
e
o
$
0 0 o
G
e
/
&
$
s° sI
ym2m%
o
o
0
\m6
0
o
g
o
0
\\UU
»^/�/
\
/
\�\
/
\
co
\
\
2± J
u
9
0')
0')9
%
9
0')
±u0
° O
4�*
0
\/
3
'
0 0
0
\
\°
\
0
EE7
\
\
\
\
/ /
o
�
\
\
}
)\
Z
\
g
4 4 e
®
/
0
0
/
\ _
\
\
E E
_0\
°
U
U
ry /
Co
2
o u
/
±
m
\
\
\
\
.g
\
E 0
\
\ \ \
-0 \
\
\
y
y
O
} U
U
.
.
.
U»
s e a
G 3
Z
e
/
/
o
/
/
e
® E
($
} j
/
m
2
2
_[
/
0
5_0 e
u
G
3
°
\
\
\
y \
/ / /
/
\
:
:
\
\E
99®b±ƒ
o «
®
��%
2 2
\
u
e
e
/
7
.9
u >
/
LL o
/ / 2
?
/
\
}
=
>
m
2
e
9—
e
s
E E
o 0.9
/
\
\
\
E \
/
�
\ \
u
/ \
[ [ k
\
\
x
x
/e
\\/
/
/
\
ƒ
ƒ
2
>
e//yam/\
J
N
/
\
0
© \ 7
$
\
/
\
\
o
j /
\
\
/
N
/ / /
7
\
\
\
/
\
t
m c t
t
t
t
t
t
c
>
>
> 2
e 2 2
e
e
e
e
e
s _
_ _
s e
\ ƒ \
ƒ
ƒ
ƒ
\
ƒ
\ \
\
/
/
\
/ / j
/
/
/
j
j
E
E»
E
E
x o
//
//»
m
\\\
\
\
\
\
\
ca//////>
\
0
r
\
2

/E 3
u e
u
u &
}LO
4^
\
I
\
0 E
\z
/ 0
» E
Eo
}
O
\�
\ y
/ e
Z
\/
_«
E .\
\� e
c
u0
/e
\
/ E
EXO
//
■
Is
\s
} /
0 0
gO
/
\
\ d\
_
0
/
E
z
u
z
\
\
\6
U) -0
\3
:9
\}
\z
cmttt
\\
z
E
E E E
% ±
c
c = c
®�
Ee
%
e
> s
'
>
o
> > >
0 0 0
\
o
O
O O O£±±
\>
\
\ \ >
/
u > >
-
\
\ /
e /
/ / / \ / \
-,
} ./
.0
_\
>
E
e
>o
�0
\c
u u u
% 2
»
= c c
CD>
c
7
>
k
% % %
_ /
> > > / / /
e CD\
/ E
o f
t t t o 0 0
`
4 7
/
s s s U U U
{
\\
%
\
U U U e m m
\\
» « �
�\
> 0
» e e e \ \ \
&
} 2°
a
b U[%%%
a a a
-
\ \ \
\
L
[ \ \ \
\
£° w/\%
\
=
e e m
j%%%
}
0\ a
E 3
f
a U\
O Z U
0% o
e 2 y 2 0 0 0
e
\
Co0�
E
\$
/
e
>
g
7-0c0
—cm\%
(
6
E
(
cm
O
e
°
c:t cma)co\
\ /
E E E
=
2
e e (D
/ 2 2
\
\
\
g
\ }
u
x > >
e
e e
u u u
/
t
®
/ § §
/
e
/_
2 2 2
\2
E \
/
2\ 2
\> e e e
« E
(\
} °
/
E.2 0
4% 0 0 0
0 2
c//±
§% U U U
©z
C»
© \
Co
Co
±»
G\
O
}
//
o s
O% 3\\\
\
4
4 0 u
\ \ / / / /
\ j
«
E ±
\ / U
\
\ :@ /
E
± ± - co e
9 9 ƒ \ \ \
, :
% /
/
/.±
s e m e
\ 2
\ / \
/
\ \ \
\ \ a % % %
zam
zYzu
mmUUUU
\}
I
\
_

0
a
$
Q
L-
a)
�
�
co
L-
@
�
�
$
$
U
-�e
Q
co
�
�
CF)
00
CF)
w
r■
�
�
-
6
era»A"
2
¥LL vi
a
/
®
c
��
441 `
,@`
w
Noll^
-'-
�
§
7,
�
^
®
W�
w�
e
§
\
/

Back Creek Parallel Interceptor
Attachments
August 26, 2019
CWS Project No. 2019-0269
Attachment B:
Photopage (Photographs 1-15)

Back Creek Parallel Interceptor
Attachment B: Photopage
August 26, 2019
CWS Project No. 2019-0269
Photograph 1. View of unsuitable habitat for Carolina heelsplitter, facing northwest (8.13.19).
Photograph 2. View of unsuitable habitat for Schweinitz's sunflower, facing northeast (8.13.19).
Photopage 1 of 8

•k . it 'ram �'S.. J� r�� }<-•
-
air .
�-•
- - _ :' =cam-.
-r. r.�'i-�,R4.
... _ '[, 1
• ^-
-
� � � 1
f
ri
- ! tea., ..
r •
.r•' K' =
-_y39
_. Jam. "� `
_ii
r r.�
�r

Back Creek Parallel Interceptor
Attachment B: Photopage
August 26, 2019
CWS Project No. 2019-0269
Photograph 5. View of unsuitable habitat for Carolina heelsplitter, facing northwest (8.13.19).
Photograph 6. View of unsuitable habitat for Schweinitz's sunflower, facing east (8.13.19).
Photopage 3 of 8

Back Creek Parallel Interceptor
Attachment B: Photopage
August 26, 2019
CWS Project No. 2019-0269
Photograph 7. View of unsuitable habitat for Schweinitz's sunflower, facing northeast (8.12.19).
Photograph 8. View of unsuitable habitat for Schweinitz's sunflower, facing southeast (8.12.19).
Photopage 4 of 8

� ,�„ •. �.:•;-�: _ � � .sue, �;;� ,.
`'�t �;` - - � �: r:.. 5:� y'•ti ..'.--••. �r. .� ice"' �h5 �;j��� ���."� �� -
f. Y�
i - ra . Yy' yC�T. ^may _ ��`��•� Y w � yi. �fi .. .- !;' �_ _;- '.
«n` y
tee--- - "� . •� �' � • _-
�`� �§ '�'.�: . _ _ . mot•. - - . _- � -
_
�� �� it - ` C" + � �'3Y•.. • ;

Back Creek Parallel Interceptor
Attachment B: Photopage
August 26, 2019
CWS Project No. 2019-0269
Photograph 11. View of unsuitable habitat for Schweinitz's sunflower, facing east (8.12.19).
Photograph 12. View of unsuitable habitat for Carolina heelsplitter, facing east (8.12.19).
Photopage 6 of 8

Back Creek Parallel Interceptor
Attachment B: Photopage
August 26, 2019
CWS Project No. 2019-0269
Photograph 13. View of unsuitable habitat for Schweinitz's sunflower, facing southeast (8.12.19).
Photograph 14. View of unsuitable habitat for Schweinitz's sunflower, facing southeast (8.12.19).
Photopage 7 of 8

Back Creek Parallel Interceptor
Attachment B: Photopage
August 26, 2019
CWS Project No. 2019-0269
K.T.. ' �"?' r��• • f • s r � f � ! 5
,� toe"'" ': ��� _ •:
_ `�• .irk•. _'' .. .l6 �ar � �.,�F�_ •. �•r�� �h . � � . s.;x ri�
Photograph 15. View of unsuitable habitat for Schweinitz's sunflower, facing east (8.12.19).
Photopage 8 of 8

Back Creek Interceptor Improvements
Attachments
January 26, 2023
CWS Project No. 2019-0269
ATTACHMENT G:
Mitigation Payment Receipt

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
TIM BAUMGARTNER
Director
NORTH CAROLINA
Environmental Quality
RECEIPT
April 13, 2021
Chad VonCannon
Water and Sewer Authority of Cabarrus County
232 Davidson Highway
Concord, NC 28027
Project: Back Creek Interceptor Improvements
County: Cabarrus
401 permit#: 2020-0927
404 permit#: 2020-00491
DMS ID#: MR-07549
Amount Paid: $105,138.19
Check Number: 73014
The NCDEQ Division of Mitigation Services (DMS) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 Permit(s) issued for
the above -referenced project. This receipt serves as notification that your compensatory mitigation
requirements assigned to DMS associated with the authorized activity as specified below have been satisfied.
You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity including G.S. § 143-214.11.
The DMS, by acceptance of this payment, acknowledges that the Division is responsible for the
compensatory mitigation requirements indicated below associated with the project permit and agrees to
provide the compensatory mitigation as specified in the permit. Mitigation responsibility assigned to the DMS
is nontransferable. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument
dated July 28, 2010.
Mitigation Location
Mitigation Type
Credits
Yadkin 03040105
Riparian Wetland
1.143
Refunds of payments made to NCDMS are only approved under certain conditions. All refund requests must
be submitted in accordance with the Division's refund policy. If you have any questions or need additional
information, please contact [e-mail].
01:7
cc: Todd Tugwell, USACE - Raleigh; Krysta Stygar, USACE
Aliisa Harjumiemi, agent
Sincerely,
Tim Baumgartner
Director
D E Q > North Carolina Department of Environmental Quality I Division of Mitigation Services
217 West Janes Street 1 1652 Mall Service Center I Ralelgh, North Carolina 27699-1652
NORTH CAROLINA
oeP.mmamorrmrwm-WOwil /� 919.707.8976