20191108 Ver 1_PCN Form Submission_20190816

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02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20191108
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Central Office - [phone] Paul Wcjoski:EADS\pawcjoski
Information for Initial Review
1a. Name of project:
Water Works Substation Utility Bridge Wash-out and Bank Restoration
1a. Who is the Primary Contact?*
Matthew Allen
1b. Primary Contact Email:*
[e-mail]
Date Submitted
8/16/2019
Nearest Body of Water
Glenville Lake
Basin
Cape Fear
Water Classification
C
Site Coordinates
Latitude:
35.068
A. Processing Information
County (or Counties) where the project is located:
Cumberland
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.8971875
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable venters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
F Nationwide Permit (NWP)
F- Regional General Permit (RGP)
P Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
1d. Type(s) of approval sought from the DWR:
F_ 401 Water Quality Certification - Regular r 401 Water Quality Certification - Express
F Non -404 Jurisdictional General Permit F Riparian Buffer Authorization
V Individual Permit
1e. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification: r Yes r No
For the record only for Corps Permit: r Yes r No
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. lathe project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
rJ Owner 17 Applicant (other than owner)
1e. Is there an Age nVConsultant for this project?
r Yes (- No
2. Owner Information
2a. Name(s) on recorded deed:
City Of Fayetteville
2b. Deed book and page no.:
book 08469, page 00740
2c. Responsible party:
Fayetteville Public Works Commission
2d. Address
Street Address
955 Old Wilmington Rd.
Address Line 2
aty
Fayetteville
Fbstal / Zip aide
28301
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Matthew Allen
3b. Business Name:
3c. Address
State / Province / legion
NC
Q�untry
USA
2f. Fax Number:
[phone]

Street Address
955 Old Wilmington Rd.
Address Urie 2
city
Fayetteville
Postal / Zip Cade
28301
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Fayetteville
2. Project Identification
2a. Property Identification Number:
0428-90-6947
2c. Project Address
Street Address
690 Filter Plant Dr.
Address Une 2
city
Fayetteville
Postal / Zip Code
28301
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Glenville Lake
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12 -digit HUC in which the project is located.
030300040704
4. Project Description and History
State / Rovince / legion
NC
Country
USA
3e. Fax Number:
2b. Property size:
150.77
State / Rovinoe / Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site is steep embanked stream abutted by Substation yards. the Eastern most is dormant and the Western is Active. The site has a small Utility bridge supporting conduit. After
hurricane Matthew, in late 2016 it was discover one of the aprons was completely undermined, along with a fence footing creating a security and public safety issue, due to an
embankment failure along the stream in the site at various sites along it's length.
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 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS from ArcGIS system Scree Capture.pdf 1022.7KB
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)
NCRS Soil_Map.pdf 240.93KB
4f. List the total estimated acreage of all existing wetlands on the property:
18
4g. List the total estimated linear feet of all existing streams on the property:
4320
4h. Explain the purpose of the proposed project:*

The project is a least impact method to halt embankment erosion from the bridge at filter plant drive to the downstream utility bridge. allowing PWC to re -secure the substation from the
public, and eliminate future storm erosion concerns.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
After restoring the integrity of the Utility bridge apron.The project will be to armor each embankement. The earth remove will be used where possible to restore a fertile upper
embankment. this is achieved by using bank -top backhoes. the other earth moving equipment will be a bulldozer and a dump truck as needed. To remove existing soil and replace them
With NCDOT specification Gabion Baskets linked together from stream base elevation to 9' above. the backfill will then slope back @ 1:1 slope to meet existing grade. This will be
seeded with quick growing sediment erosion mix with straw matting and live stakings (modified to root ball stakings) for upper bank stabilization. During the project a low sandbag wall will
halt water flow to be diverted/ de -watered to the project end and discharged into the existing class 4 stone currently in place. This is prevent sediment migration during construction.
4j. Please upload project drawings for the proposed project.
DE -881951 r2.pdf 520.06KB
DE-8819S2r2.pdf 553.74KB
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:
this sites steep embankments are the edge of the waterway. the bank tops are the developed sites.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r WA
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
None that we are aware of
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
F Wetlands Fl Streams -tributaries r Buffers
F Open Waters r Pond Construction
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
690 Filter Plant Permanent Bank Stabilization Little Cross Creek Perennial DWR 15 250
destabilization Average (feet) (linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
250 0
31. Total stream and ditch impacts:
250
3j. Comments:
We felt we comply with Army Corps Requirement for NW13, but do not fall within its jurisdiction
E. Impact Justification and Mitigation -

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Rather than step or lay back a 12-15' deep excavation -45'+ disturbance/if stream, we were able to reduce that to approximately 15'. By installing the
Gabion Baskets we reduce disturbance size and duration.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The gabion baskets mimic the original extreme slopes allowing us to restore the stream embankments to near original.
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
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
This adjacent developed sites are at the top of embankments. The embankments are to be vegetated
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
f Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
FG. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r Yes r No
Comments:*
This projects environment impact is believed to be below the threshold.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15ANCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
r Yes r No
2b Provide an explanation of the violation(s):
I knew we were below the 1/4 acre disturbance threshold and thought we needed no additional permitting.
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
This site has and is expected to continue to be substation sites for the next 50 yrs.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*

C Yes O No IS WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Sa. Will this project occur in or near an area with federally protected species or habitat?*
f 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.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
What Federal Agency is involved?
FEMA
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5g(1). If yes, have you inspected the bridge for signs of bat use such as staining, guano, bats, etc.?
r Yes r No
If you answered "Yes" to 5g(1), did you discover any signs of bat use?
r Yes r No r Unknown
Sh. 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
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS web site to review endangered species, none of which fit our embankment conditions.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r- Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NCDENR Water Resourced Map via Website
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?*
FPWC has owned and developed this site since the early 1900s
7c. Historic or Prehistoric Information Upload
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:
This is a FEMA approved Project (Project #) as part of recovery efforts from hurricane Matthew in October 2016
8c. What source(s) did you use to make the floodplain determination?*
FEMA Website and stream data
Miscellaneous
Comments

Miscellaneous attachments not previously requested.
Full_FIRM_cb275b21-b10f-11 e8 -8e58-001 b21 bbe86d.pdf
2.39MB
Signature u
m 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:
Matthew Allen
Signature
ar 14VO?I1llW
Date
8/16/2019

Soil Map—Cumberland County, North Carolina
(Water Works Substation Wash Out Bank Restoration)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/5/2018
Page 1 of 33882570388258038825903882600388261038826203882630388264038826503882660388267038825703882580388259038826003882610388262038826303882640388265038826603882670691850691860691870691880691890691900691910691920
691850 691860 691870 691880 691890 691900 691910 691920 691930
35° 4' 6'' N 78° 53' 45'' W35° 4' 6'' N78° 53' 42'' W35° 4' 3'' N
78° 53' 45'' W35° 4' 3'' N
78° 53' 42'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 25 50 100 150
Feet
0 5 10 20 30
Meters
Map Scale: 1:537 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 18, Sep 26, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Aug 13, 2014—Feb
4, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Soil Map—Cumberland County, North Carolina
(Water Works Substation Wash Out Bank Restoration)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/5/2018
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
BdB Blaney-Urban land complex, 2
to 8 percent slopes
0.4 100.0%
Totals for Area of Interest 0.4 100.0%
Soil Map—Cumberland County, North Carolina Water Works Substation Wash Out
Bank Restoration
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/5/2018
Page 3 of 3
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STORM MANHOLE
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OVERHEAD POWER
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FENCE
x X -
STORM SEWER
SS
SPOT ELEVATION
BACKFILL
GABION BASKET LOCATION
ADD ALTERNATE 1 GABION BASKET
GENERAL CONSTRUCTION NOTES
1. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY CHANGES OR FIELD
CONDITIONS THAT DIFFER FROM BID DOCUMENTS
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SUPPORTS OF THE
BRIDGE APRON DURING CONSTRUCTION,
3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AS REQUIRED BY THE CITY
OF FAYETTEVILLE, STATE OF NORTH CAROLINA, AND SHALL COMPLY WITH ALL
LOCAL STATE AND FEDERAL LAWS AND REGULATIONS.
4. CONTRACTOR IS EXPECTED TO PROVIDE TEMPORARY EROSION CONTROL
MEASURES AND ALL DE -WATERING
5. ALL BACKFILL SHALL BE MATERIAL WELL GRADED GRANULAR SOIL SUITABLE
FOR COMPACTION, UNLESS NOTED, AND PLACED IN 8" LIFTS MAXIMUM, AND
SHALL MEET 95% PROCTOR DENSITY COMPACTION AS PER ASTM D698. AS
SIGNIFICANT CLAYEY MATERIAL WILL NOT BE PERMITTED.
6. CONTRACTOR SHALL HANDLED AND REMOVE ALL REFUSE AND WASTE MATERIAL,
PER ALL LOCAL STATE AND FEDERAL LAWS.
7. GABION WALLS SHOULD FOLLOW NATURAL EMBANKMENT CONTOURS AS MUCH
AS IS PRACTICABLE.
8. A SECTION OF GABION WALL IS AN ADD ALTERNATE TO THE BID CONTRACT AN
MAY BE INCLUDED IN THE CONTRACT AT THE DISCRETION OF FPWC.
NOTE: CONTOURS BELOW CREEK BANK
ARE INTERPOLATED AND DO NOT
REPRESENT AN ACTUAL SURVEY
IN THE STREAM.
30 15 0' 30 60

(A)
(B)
(1)
(2)
(3)
(C)
(1)
(2)
(D)
(1)
(2)
(3)
(A)
(B)
(A)
(B)
(C)
(D)
97 FEET100 FEET92 FEET96 FEET102 FEET89 FEET98 FEET9 0 F E E T 83 FEET
1 0 9 F E E T 91 FEET84 FEET101 FEET8 8 F E E T
105 FEET93 FEET106 FEET9
5 F
E
E
T107 FEET104 FEET83 FEET95 FEET83 FEET
83 FEET
1 0 0 F E E T
83 FEET83 FEET
83 FEET102 FEET9 7 F E E T
83 FEET
83 FEET
83 FEET
96 FEET91 FEET102 FEET100 F
E
E
T
83 FEET
83 FEET
8 3 F E E T
83 FEET
96 FEET83 FEET
USGS The National Map: Orthoimagery. Data refreshed October 2017.
"#N
NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP
NOTES TO USERS
For information and questions about this Flood Insurance Rate Map (FIRM), available products associated withthis FIRM, including historic versions, the current map date for each FIRM panel, how to order products, or theNational Flood Insurance Program (NFIP) in general, please call the FEMA Map Information eXchange at1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA Flood Map Service Center website at http://msc.fema.gov.Available products may include previously issued Letters of Map Change, a Flood Insurance Study Report, and/or digital versions of this map. Many of these products can beordered or obtained directly from the website.
Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as wellas the current FIRM Index. These may be ordered directly from the Flood Map Service Center at the numberlisted above.
For community and countywide map dates refer to the Flood Insurance Study Report for this jurisdiction.
To determine if flood insurance is available in this community, contact your Insurance agent or call the NationalFlood Insurance Program at 1-800-638-6620.
Basemap information shown on this FIRM was provided in digital format by USDA, Farm Service Agency (FSA).This information was derived from NAIP, dated April 11, 2018.
SCALE
Map Projection:GCS, Geodetic Reference System 1980; Vertical Datum: NAVD88
Panel Contains:
MAP NUMBER
EFFECTIVE DATE
COMMUNIT Y NUMBER PANEL
CUMBERLAND COUNT YNORTH CAROLINAAND INCORPORATED AREAS
PANEL 437 OF 95931 inch = 500 feet 1:6,000
0 500 1,000 1,500 2,000250Feet
0 100 200 300 40050MetersThis map was exported from FEMA's National Flood Hazard Layer (NFHL) on 9/5/2018 9:31:38 AM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. For additional information, please see the Flood Hazard Mapping Updates Overview Fact Sheet at https://www.fema.gov/media-library/assets/documents/118418
This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards
This map image is void if the one or more of the following map elements do not appear: basemap imagery, floodzone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effectivedate.
CITY OFFAYETTEVILLENORTH CAROLINA
370077 0437
3720043700J
01/05/2007

78°52'2.23"W 35°2'15.45"N 78°53'55.71"W 35°4'21.27"N
For information about the specific vertical datum for elevation features, datumconversions, or vertical monuments used to create this map please see the FloodInsurance Study(FIS) Report for your community at https://msc.fema.gov
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FO R FIR M PANEL LAYOUT
OTHER FEATURES
FLOOD HAZARD INFORMATION
Without Base Flood Elevation (BFE)Zone A, V, A99With BFE or Depth Zone AE, AO, AH, VE, AR
Regulator y Floodway
0.2% Annual Chance Flood Hazard, Areasof 1% annual chance flood with averagedepth less than one foot or with drainageareas of less than one square mile Zone X
Future Conditions 1% AnnualChance Flood Hazard Zone X
Area with Reduced Flood Risk due to LeveeSee Notes.Zone X
Area with Flood Risk due to Levee Zone D
NO SCREEN Area of Minimal Flood Hazard Zone X
Area of Undetermined Flood Hazard Zone D
Channel, Culvert, or Storm Sewer
Levee, Dike, or Floodwall
Cross Sections with 1% Annual Chance17.5 Water Surface ElevationCoastal TransectCoastal Transect BaselineProfile BaselineHydrographic Feature
Base Flood Elevation Line (BFE)
Limit of StudyJurisdiction Boundary
8
Effective LOMRs
GENERALSTRUCTURES
OTHER AREAS
OTHER AREAS OFFLOOD HAZARD
SPECIAL FLOODHAZARD AREAS
B 20.2