20200859 Ver 1_401 Application_20200629

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned
20200859
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Nboresville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Yadkin Regional Water Supply Project
1a. Who is the Primary Contact?*
Tony Nardo
1b. Primary Contact Email:*
Anthony. [e-mail]
Date Submitted
6/29/2020
Nearest Body of Water
multiple - see Table D3
Basin
Yadkin-PeeDee
Water Classification
multiple - see Table D3
Site Coordinates
Latitude:
35.14193
A. Processing Information
County (or Counties) where the project is located:
Stanly
Union
Longitude:
-80.35764
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Alan Johnson:eads\adjohnson1
1c. Primary Contact Phone:*
[phone]
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
12 - Utility Lines
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)iress
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
4 Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Union County— Union County; Stanly County —Town of Norwood; permanent and temporary
easements will be owned by Union County and Town of Norwood (Stanly County). Additional
adjacent property owner information is detailed on attached impact drawings.
2b. Deed book and page no
2c. Responsible party:
2d.Address
Street Address
500 N. Main Street
Address tine 2
Suite 500
City
Monroe
Postal / Zip Code
28112
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / Region
NC
Country
USA
2f. Fax Number:
r Yes r No
f Yes r No

3. Applicant Information (if different from owner)
3a. Name:
John Shutak, PE
3b. Business Name:
Union County
3c.Address
Street Address
500 N. Main Street
Address Line 2
Suite 500
City
Monore
Fbstal / Zip Code
28112
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Tony Nardo
4b. Business Name:
HDR Engineering of the Carolinas
4c.Address
Street Address
440 S. Church Street
Address Line 2
Suite 1000
City
Charlotte
Fbstal / Zip Code
28202
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Age ntAuthorization_Executed. pdf
State / Province / legion
NC
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
89.35KB
C. Project Information and Prior Project History U
1. Project Information
1b. Subdivision name:
(rf appropriate)
1c. Nearest municipality/ town:
Linear — Monroe, New Salem, Oakboro, Norwood - see attached Figure 1
2. Project Identification
2a. Property Identification Number:
2b. Property size:
1,875 acres
2c. Project Address
Street Address
Address Line 2
(Sty
State / Province / Region
Postal / Zip Code
Country
3. Surface Waters

3a. Name of the nearest body of water to proposed project:*
multiple - see Table D3
3b. Water Resources Classification of nearest receiving water:*
multiple - see Table D3
3c. What river basin(s) is your project located in?*
Yadkin-PeeDee
3d. Please provide the 12-digit HUC in which the project is located.
030401040203;030401050405;030401050406;030401050503;030401050506;030401050507;
030401050702;030401050705;030401050707;030401050708
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 Study Area consists of single family residences, commercial, parks, schools, churches, agricultural fields, planted pines, roadside rights -of -way, and forested areas.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Yadkin_Topographic.pdf 22.5MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Yadkin_Soils.pdf 49.58MB
4f. List the total estimated acreage of all existing wetlands on the property:
2.767
4g. List the total estimated linear feet of all existing streams on the property:
6719
4h. Explain the purpose of the proposed project:*
See Supplemental Information attachment
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
See Supplemental Information attachment
4j. Please upload project drawings for the proposed project.
Impact&Typical_Drawings.pdf 98.01 MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2019-01144
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Multiple
Agency/Consultant Company: HDR Engineering of the Carolinas
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
10/22/2019. Due to adjustments in the Project area an update to the aforementioned PJD is attached. The updated materials include cover letter, Jurisdictional Determination form,
maps, tables, and ORM Upload sheet.
5d1. Jurisdictional determination upload
PJD_and_PJD_Update_Materials.pdf 20.73MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes C No
7b. If yes, explain.
See Supplemental Information attachment

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
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries F Buffers
W Open Waters F Pond Construction
2. Wetland Impacts
2at Reason (?)
2b. Impact type * M
2c. Type of W.
2d. W. name *
2e. Forested*
2f. Type of
Jurisdicition(?)J2g.
Impact
area*
W1
temporary ROW
T
Headwater Forest
W 108 C
Both
0.442
clearing
(acres)
W2
Permanent Conversion
P
fforniand Hardwood Forest
W99C
Yes
Both
0.049
(acres)
W3
temporary ROW
T
Headwater Forest
W 96C
Both
0( �)
clearing
W4
temporary ROW
T
Headwater Forest
W 95C
Both
0.094
clearing
(acres)
W5
Permanent Conversion
P
Bottomland Hardwood Forest
W 19C
�Both
0.016
(acres)
W6
Permanent Conversion
P
Hardwood Flat
W15C
Yes
Both
0.014
(acres)
Permanent Conversion
P
Hardwood Flat
W 14C
Yes
Both
0.201
(acres)
W8
Permanent Conversion
P
Hardwood Flat
W 11C
Yes
Both
0.043
(acres)
W9
temporary ROW
T
Hardwood Flat
W 10C
Both
0.040
clearing
(acres)
W10
temporary ROW
T
Hardwood Flat
W 8C-A
Both
0(ac
cleari
�
es)
W11
temporary ROW
T
Headwater Forest
W 7C
Both
0.031
clearing
(acres)
W12
temporary ROW
T
Headwater Forest
W 6C
Both
0.006
clearing
(acres)
W13
Permanent Conversion
P
Hardwood Flat
W 5C
Yes
Both
0.015
(acres)
W14A
Permanent Conversion
P
Hardwood Flat
W 107C
Yes
Both
0.060
(acres)
W14B
Permanent Conversion
P
Hardwood Flat
W 107C
Yes
Both
0.021
(acres)
W15
Permanent Conversion
P
Estuarine Woody Wetland
W 106C
Yes
Both
0.493
(acres)
W16
temporary ROW
T
Headwater Forest
W 104C
0.027
clearing
��Both
(acres)
W17
Permanent Conversion
P
Hardwood Flat
W 101C
Yes
Both
0.071
(acres)
W18
temporary ROW ��T
Headwater Forest
W 100C
No
Both
0.036
clearing
(acres)
W19
Permanent Conversion
P
Hardwood Flat
W 202C
Yes
Both
0.049
(acres)
W20
temporary ROW
T
Headwater Forest
W 201C
Both
0.006
clearing
(acres)
W21
Permanent Conversion
P
Headwater Forest
W 23B
Yes
Both
0.037
(acres)
W22
Permanent Conversion
P
Headwater Forest
W 19B
Yes
Both
0.005
(acres)
W23
Permanent Conversion
P
Hardwood Flat
W 16B
Both
0.043
(acres)

W24
Permanent Conversion
P
Hardwood Flat
W 15B
Yes
Both
0.040
(acres)
W25
Permanent Conversion
P
Bottomland Hardwood Forest
W 13B
Yes
Both
0.054
(acres)
W26
temporary ROW
T
Headwater Forest
W 86
Both
0.033
clearing
(acres)
W27
Permanent Conversion
P
Hardwood Flat
W 100B
Yes
Both
0.223
(acres)
W28
temporary ROW
T
Hardwood Flat
W 2B
Both
0.030
clearing
(acres)
W29A
temporary ROW
T
Headwater Forest
W 16A
Both
O�acres)
clearing
ng
W29B
Permanent Conversion
P
Hardwood Flat
W 16A
No
Both
0.019
(acres)
W30
temporary ROW
T
mland Hardwood Forest
ff
W 15A
Both
0.002
clearing
(acres)
W31A
temporary ROW
T
Hardwood Flat
W210A
0.013
clearing
�Both
(acres)
W31 B
Permanent Conversion
P
Hardwood Flat
W210A
Both
0.020
(acres)
W32
temporary ROW
T
Hardwood Flat
W211A
Both
0(acres)
cle
�No
W33A
temporary ROW
T
mland Hardwood Forest
ff
W10A
Yes
Both
0.023
clearing
(acres)
W336
Permanent Conversion
P
Headwater Forest
W10A
Yes
Both
0.041
(acres)
W34A
temporary ROW
T
Hardwood Flat
W6A
Yes
Both
0.035
clearing
(acres)
W34B
Permanent Conversion
P
ffornland Hardwood Forest
W6A
Yes
Both
0.031
(acres)
W35
temporary ROW
T
Hardwood Flat
W222A
Both
0(ac
clearing
es)
W36
temporary ROW
T
Hardwood Flat
W203A
Both
0.002
clearing
(acres)
W37
temporary ry ROW
T
Hardwood Flat
W201A
Both
0(acres)
W38A
temporary ROW
T
Hardwood Flat
W200A
Both
0.016
clearing
(acres)
W386
temporary ROW
P
Headwater Forest
W200A
Both
0.058
clearing
(acres)
W39
temporary ROW
T
Hardwood Flat
W219A
Both
0(ac
clearing
es)
W40
temporary ROW
T
Hardwood Flat
W217A
Both
0.006
clearing
(acres)
W41
temporary ROW
T
Hardwood Flat
W221A
Both
0.001
clearing
(acres)
W42
temporary ROW
T
Hardwood Flat
W213A
Both
0.068
clearing
(acres)
W43
temporary ROW
T
Hardwood Flat
W212A
Both
0.037
clearing
(acres)
2g. Total Temporary Wetland Impact
1.165
2g. Total Wetland Impact
2.768
2h. Comments:
See Attached Table D2 for additional details
3. Stream Impacts
2g. Total Permanent Wetland Impact
1.603

3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name*
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
(?)
Jurisdiction*
length*
g1
De -watering and Open Cut
Temporary
Excavation jnnamed
Tributary
Perennial
Both
5
73
Average (feet)
(linearfeet)
S2
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
5
58
Average (feet)
(linearfeet)
S3
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
2
60
Average (feet)
(lirtearfeet)
S4
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
65
Average (feet)
(lir�rfeet)
S5
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
43
Average (feet)
(lir�rfeet)
S6
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
67
Average (feet)
(lir�rfeet)
g7
De -watering and Open Cut;
Temporary
Excavation
Cedar Creek
Perennial
Both
15
64
temporary matting for vehicle
Average (fee)
(linearfeet)
crossing
gg
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
66
Average (feet)
(linearfeet)
S9
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
63
Average (feet)
(linearfeet)
S10
De -watering and Open Cut;
Temporary
Excavation
Cedar Creek
Perennial
Both
15
59
temporary matting for vehicle
Average (feet)
(ii �rfcet)
crossing
S11
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
1
56
Average (feet)
(linearfeet)
St2
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
61
Average (feet)
(lir�rfeet)
S13
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
62
Average (feet)
(lir�rfeet)
S14
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
5
68
Average (feet)
(linearfeet)
S15
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
65
Average (feet)
(lir�rfeet)
S18
De -watering and Open Cut;
Temporary
Excavation
Hardy Creek
Perennial
Both
22
69
temporary matting for vehicle
Average (feet)
(iin�rfeet)
crossing
��7�[De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
63
Average (feet)
(lir�rfeet)
S18
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
74
Average (feet)
(lirx�rfeet)
S19
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
64
Average (feet)
(linearfeet)
S20
De -watering and Open Cut
Temporary
Excavation
South Ugly Creek
Perennial
Both
5
70
Average (feet)
(linearfeet)
S21
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
6
85
Average (feet)
(linearfeet)
3Y2
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
188
Average (feet)
(lir�rfeet)
S23
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
173
Average (feet)
(lir�rfeet)
S24
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
3
68
Average (feet)
(lir�rfeel)
S25
De -watering and Open Cut;
Temporary
Excavation
Murray Branch
Perennial
Both
20
85
temporary matting for vehicle
Average (feet)
(iinea fcet)
crossing
S26
De -watering and Open Cut
Temporary
Excavation jnnamed
Tributary
Perennial
Both
19
70
Average (feet)
(linearfeet)
S27
De -watering and Open Cut
Temporary
Excavation
Long Branch
Perennial
Both
24
76
Average (feet)
(linearfeet)
828
De -watering and Open Cut
Temporary
Excavation
Long Creek
Perennial
Both
133
100
Average (feet)
(lirtearfeet)
S29
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
37
Average (feet)
(lir�rfeet)

S30
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
5
65
Average (feet)
(linearfeet)
S31
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
2
57
Average (feet)
(lir�rfeet)
�2�!De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
2
61
Average (feet)
(linearfeet)
�3�!De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
64
Average (feet)
(lir�rfeet)
�4�!De-watering
and Open Cut
Temporary
Excavation
Horse Branch
Intermittent
Both
3
64
Average (feet)
(lin�rfeet)
S35
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
61
Average (feet)
(linearfeet)
�6�De-vvatering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
5
62
Average (feet)
(lin�rfeet)
�7�De-watering
and Open Cut
Temporary
Excavation
Gilberts Creek
Intermittent
Both
5
96
Average (feet)
(lin�rfeet)
S38
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
73
Average (feet)
(linearfeel)
�9�
De-watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
176
Average (feet)
(linearfeel)
S40
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
5
144
Average (feet)
(lin�rfeel)
S41
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
5
72
Average (feet)
(lin�rfeet)
S42
De -watering and Open Cut;
Temporary
Excavation
Coldwater Branch
Perennial
Both
20
62
temporary matting for vehicle
Average (fee)
(linewfeet)
crossing
S43
De -watering and Open Cut
Temporary
Dewatering
Unnamed Tributary
Intermittent
Both
4
111
Average (feet)
(linearfeet)
Sqq
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
4
71
Average (feet)
(liriearfeet)
S45
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
2
58
Average (feet)
(liriearfeet)
S46
De -watering and Open Cut
Temporary
Excavation
Rocky River
Perennial
Both
256
107
Average (feet)
(liriearfeet)
S47
De -watering and Open Cut;
Temporary
Excavation
Unnamed Tributary
Perennial
Both
24
54
temporary matting for vehicle
Average (feet)
(linear feet)
crossing
S48
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
141
Average(feet)
(linearfeet)
S49
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
60
Average (feet)
(linearfeet)
S50
De -watering and Open Cut
Temporary
Dewatering
Unnamed Tributary
Intermittent
Both
3
64
Average (feet)
(lin�rfeel)
S51
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
96
Average (feet)
(linearfeel)
F2]�De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
121
Average (feet)
(linearfeel)
F3]�De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
95
Average (feet)
(lin�rfeet)
S54
De -watering and Open Cut;
Temporary
Excavation
Gold Branch
Perennial
Both
19
61
temporary matting for vehicle
Average (fee)
(lines fcet)
crossing
S55
De -watering and Open Cut;
Temporary
Excavation
Brandon Branch
Perennial
Both
24
80
temporary matting for vehicle
Average (feet)
(lirfeet)
crossing
S58
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
5
63
Average (feet)
(lir�rfeet)
�7�!De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
8
179
Average (feet)
(linearfeet)
S58
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
87
Average (feet)
(lin�rfeet)
S59
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
6
66
Average (feet)
(linearfeet)

S80
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
63
Average (feet)
(linearfeet)
S81
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
79
Average (feet)
(lir�rfeet)
�2�!De-watering
and Open Cut
Temporary
Excavation
Haw Branch
Perennial
Both
11
63
Average (feet)
(lin�rfeet)
�3�!De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
79
Average (feet)
(linearfeet)
�4�!De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
10
77
Average (feet)
(lin�rfeet)
S85
De -watering and Open Cut
Temporary
Excavation
Watson Creek
Perennial
Both
18
69
Average (feet)
(linearfeet)
�6�!De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
61
Average (feet)
(lin�rfeet)
�7�!De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
89
Average (feet)
(lin�rfeet)
�8�
De-watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
41
Average (feet)
(linearfeet)
�9�
De-watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
3
48
Average (feet)
(linearfeet)
S70
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
3
44
Average (feet)
(lin�rfeet)
S71
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
54
Average (feet)
(lin�rfeet)
S72
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
2
41
Average (feet)
(lin�rfeet)
S73
De -watering and Open Cut
Temporary
Excavation
Mill Creek
Perennial
Both
21
62
Average (feet)
(lin�rfeet)
S74
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
51
Average (feet)
(liriearfeet)
S75
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
35
Average (feet)
(linearfeet)
S76
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
226
Average (feet)
(lir�rfeet)
��7�!De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
4
52
Average (feet)
(lirtearfeet)
g7g
De -watering and Open Cut
Temporary
Excavation
Stumplick Branch
Perennial
Both
20
40
Average (feet)
(lir�rfeet)
S79
De -watering and Open Cut
Temporary
Excavation
Flag Branch
Perennial
Both
3
76
Aver�ge(feet)
(lir�rfeet)
S80
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
5
75
Average (feet)
(lirx�rfeet)
S81
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
2
42
Average (feet)
(lir�rfeet)
�2�!De-watering
and Open Cut
Temporary
Excavation
East Fork Stewarts Creek
Perennial
Both
42
Average (feet)
(linearfee[)
�3�!De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
47
Average (feet)
(lin�rfeet)
�4�De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
2
273
Average (feet)
(lin�rfeel)
S85
De -watering and Open Cut
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
46
Average (feet)
(lin�rfeet)
�6�De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
4
55
Average (feet)
(lin�rfeet)
�7]�De-watering
and Open Cut
Temporary
Excavation
Unnamed Tributary
Perennial
Both
4
40
Average (feet)
(linearfeet)
S88
S29A- De -watering and
Temporary
Excavation
Unnamed Tributary
Intermittent
Both
3
26
Open Cut
Average (feet)
(lin�rfeet)
31. Total jurisdictional ditch impact in square feet:
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
0 6.719

31. Total stream and ditch impacts:
6719
3j. Comments:
See Attached Table D3 for additional information
4.Open Water Impacts
4a. Site #
4a1. Impact Reason
4b. Impact type
4c. Name of waterbody
4d. Activity type
4e. Wate rbody type
4f. Impact area
OW1
Fill
P
In Pond
Fill
Pond
0.26
OW2
Pipeline Crossing
T
Unnamed Pond
Excavation
_11
Pond
0.00
OW3
Pipeline Crossing
T
Unnamed Pond
Excavation
Pond
0.02
OW4
Pipeline Crossing
T
Lake Twitty
Excavation
Lake
OF25
OW5
Pipeline Crossing
T
Unnamed Pond
Excavation
Pond
0.11
4g. Total temporary open water Impacts: 4g. Total permanent open water impacts:
0.38 0.26
4g. Total open water impacts:
0.64
4h. Comments:
See Attached Table D4 for additional information
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:
Complete avoidance of proposed impacts is only possible with the no -build alternative due to the length of the proposed rawwater and finished water
pipelines, wasting land uses within the Project Area and the number of streams, wetlands and open waters present in the North Carolina Piedmont.
The no -build alternative was not considered because it would not meet the project goal of providing Union County with a safe and reliable water
supply. Prior to and during design of the project, evaluations of streams, wetlands and open waters were performed by HDR to assess the presence of
jurisdictional waters within the proposed project corridor. Ajurisdictional determination was made by the USACE to confirm locations of jurisdictional
waters and provide a basis for adjustments to the alignment of the proposed raw water and finished water pipelines. Multiple alignment adjustments
were made to avoid impacts to jurisdictional waters. The proposed alignment generally parallels wasting roadways which are constructed on high
ground, away from water resources. Temporary access easements have been minimized because of the availability of access via epsting roadways
and driveways. No permanent stream crossings are proposed. Unavoidable stream crossings have been designed at perpendicular angles (between
75 and 105 degrees) to reduce impacts to streams and adjacent riparian areas.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Avoidance of impacts during construction may be possible if the contractor does not require use of the full extents of the proposed limits of
disturbance. Portions of streams, wetlands and open waters may be completely avoided if they are near the edge of the easement. Work within waters
of the U.S. will be minimized to the amount necessary to install the pipe and related structures (e.g., anti -seep collars) and restore pre-epsting
contours. An impervious dike and bypass pumping system or impervious coffer dams will be installed to dewater work areas during construction to
allowthe contractor to work in dry conditions and minimize downstream sedimentation. Due to the size of the pipe and limitations of technology,
trenchless installation methods are not practicable for the majority of installation areas. However, a jack -and -bore augering techniques will be used to
install casing and raw water pipes below public roads due to the large size of the road embankments. No equipment refueling or maintenance activities
will occur adjacent to the jurisdictional areas. Equipment leaking fuel, hydraulic oil or other fluids will not be allowed to work within jurisdictional waters.
Leaks will be repaired as soon as possible after discovery of the leak. Best management practices for construction and sediment and erosion control
will be used during all construction activities and routinely inspected and maintained throughout the duration of the project. All non-turfgrass areas will
be stabilized using a native seed mix to stabilize disturbed soils and improve pollinator habitat within the proposed permanent easement area.
Disturbed stream banks will be returned to pre -construction contours and will be stabilized with erosion control matting and live stakes of native
species as soon as possible after construction activities. Disturbed wetland areas will be returned to pre -construction contours as soon as possible
after construction activities. Anti -seep collars will be installed on the pipe through wetland areas. A temporary cover seed mix and a native wetland
seed mixwill be applied to all wetland areas impacted during construction. Straw mulch will be applied over seed mixes to temporarily control erosion
and provide conditions conducive to seed establishment.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2c. If yes, mitigation is required by (check all that apply):
F DWR 9 Corps
2d. If yes, which mitigation option(s) will be used for this project?
F Mitigation bank W Payment to in -lieu fee F Permittee Responsible
program Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
r Yes r No

4b. Stream mitigation requested:
(linear feet)
4c. If using stream mitigation, what is the stream temperature:
4d. Buffer mitigation requested (DWR only):
(square feet)
4f. Non -riparian wetland mitigation requested:
(acres)
.923
4h. Comments
4e. Riparian wetland mitigation requested:
(acres)
1.84
4g. Coastal (tidal) wetland mitigation requested:
(acres)
F. Stormwater Management and Diffuse Flow Plan (required by DWR) U
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
The Project is not located within a watershed with protected riparian buffers.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
Comments:
Impervious surfaces related to the proposed Water Treatment Plan will require submittal of a Stormwater Plan to Union County's Stormwater Section. Little impervious will be introduced
as part of the construction and maintenance of the raw and finish water pipelines.
G. Supplementary Information u
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
r Yes
r No
1c. If you answered "yes" to the above, has the document review been finalized bythe State Clearing House?*
r Yes r No
NEPAor SEPA Final Approval Letter
Signed -ROD Unio n- IBT_04-12-2016. pdf
2. Violations (DWR Requirement)
7.08MB
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3c. Upload a qualitative or quantitative cumulative impact analysis.
Cumulative Impacts.pdf 174.3KB
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*

r Yes r- No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r- No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
r- Yes r No
5e. Is this a DOT project located within Division's 1-8?
r- Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r- No
5g. Does this project involve bridge maintenance or removal?
r- Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
r- Unknown
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.?
r Yes r No
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
Blasting.pdf
194.03KB
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Critical Habitat? USFWS IPaC and NC Natural Heritage Program Data Explorer Reports. See attached concurrence letter to FWS dated May 20, 2020.
Consultation Documentation Upload
Yadkin_USFWS_20200505_Full_Submittal.pdf 19.86MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r- Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Fisheries Essential Fish Habitat Mapper https://wvm.habitat.noaa.gov/protection/efh/efhmapper/
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r- Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
SHPO coordination letters dated September 28, 2018 and May 4, 2020. SHPO responses were received on October 23, 2018 and June 19, 2020. All
current correspondence is attached. An additional coordination letter will be sent at a future date and will be forwarded on to the USACE when it is
available.
7c. Historic or Prehistoric Information Upload
SHPO_Full.pdf 13.47MB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
The pipeline will be installed below grade and no aboveground appurtenances will be installed in designated floodplains. No change in base flood
elevations are anticipated due to the Project. See attached Figure 4
8c. What source(s) did you use to make the floodplain determination?*
FEMA FIRM Panels 3710542700J, 3710543700J, 3710544700J, 3710545700J, 3710546700J, 3710546800J, 3710547800J, 3710547900J,
3710548800J, 3710558000K, 3710558000K, 3710558200K, 3710558200K, 3710650200K, 3710650200K, 3710650300J, 3710651300K,
3710652300K, 3710653300J, 3710654300J, 3710654400J, 3710655300J, 3710655400J, 3710656400J, and 3710657400K
Miscellaneous
Comments
Additional Attachments:
1) Supplemental Information
2) Impact Table D2, Impact Table D3, Impact Table D4
3) Figure 1 - Vicinity Figure and Figure 4 - FEMA, NMI, NHD
4) ILF Request Form
5) Preliminary ORM Form

Miscellaneous attachments not previously requested.
02_Supplemental_lnfo_20200618.pdf 427.04KB
06_Yadkin_ILF-Request-20200603_Signed.pdf 978.53KB
Figures.pdf 9.91VIB
Impact_Tables.pdf 778.8KB
Yadkin_PreliminaryORM_20200622.pdf 35.25KB
Signature
® By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Tony Nardo
Signature
R� tleo
Date
6/29/2020