20181335 Ver 2_401 Application_20190912

DWR
OM514o of water ReSuurSeS
St. Joseph Street PCN 9-9-19
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
September 29, 2018 Ver 3
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E -PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq. nc.gov/WaterResources/0/edoc/624704/PCN % 20Help % 20File % 202018-1-30.pdf
A. Processing Information v
County (or Counties) where the project is located:*
New Hanover
Is this project a public transportation project?*
r- Yes r No
This is any publicly funded by nunicipal,state a federal funds road, rail, airport transportation project.
1a. Type (s) of approval sought from the Corps:*
IJ Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F_ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type (a) of permit(s) do you wish to seek authorization?
P 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
This form may be used to initiate the standard/individual permit process with the Corps. Please contact your Corps representative concerning submittals for standard permits. All required items that
are not provided in the E -PCN can be added to the miscellaneous upload area located at the bottom of this form.
Nationwide Permit (NWP) Number: 18 - Minor Discharges
NWP Numbers (for multiple NWPS):
List all MN numbers you are applying fa not on the drop down list.
1d. Type (a) of approval sought from the DWR:*
check all that apply
fJ 401 Water Quality Certification - Regular
r Non -404 Jurisdictional General Permit
r Individual Permit
1e. 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:
1f. Is this an after -the -fact permit application?*
r- Yes r No
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
19. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
V so, attach the acceptance letter from mitigation bank a in -lieu fee program
r Yes r No
Acceptance Letter Attachment
Click the upload button or drag and drop files hue to attach docurrent
FILETYFENM7 BE PCF
1h. Is the project located in any of NC's twenty coastal counties?*
r Yes r No
*
r Yes r No
ryes r No

St. Joseph Street PCN 9-9-19
1i. Is the project located within a NC DCM Area of Environmental Concern
C Yes F No f Unknown
1j. Is the project located in a designated trout watershed?*
O Yes O No
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/-rrout.aspx
B. Applicant Information O
1a. Who is the Primary Contact?*
Dana A. Lutheran
1c. Primary Contact Phone:*
1b. Primary Contact Email:* (xxx)xxx-xxxx
[e-mail] [phone]
1d. Who is applying for the permit?*
Q Owner [ Applicant (other than owner)
(Check all that apply)
Is there an Agent/Consultant for this project?*
6 Yes r No
2. Owner Information
2a. Name(s) on recorded deed:*
Ohnmatch Properties, LLC
2b. Deed book and page no.:
6142/433, 424 & 437 (see attached Title Insurance document) (Previously submitted)
2c. Responsible party:
(fa Corporations)
Mr. Chuck Ohnmatch
2d. Address*
Street Address
300 South 6th Street
Address Line 2
aty
State / P(mince / fagion
Carolina Beach
NC
Postal / Zip Cale
Country
28428
us
2e. Telephone Number:*
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
(xxx)xxx-xxxx
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Applicant is:*
r Agent
Other
R other please specify.
3b. Name:*
3c. Business Name:
(if applicable)
3d. Address*
K

St. Joseph Street PCN 9-9-19
Street Address
Address Line 2
Qty State / Province / Region
Postal / Zip Cade Country
3e. Telephone Number:*
3f. Fax Number:
(XM)MX-Mm (xxx)xxx-xxxx
3g. Email Address:*
4. Agent/Consultant (if applicable)
4a. Name:
DANA A. LUTHERAN
4b. Business Name:
(d applicable)
SOUTHERN ENVIRONMENTAL GROUP, INC. (SEGi)
4c. Address*
Street Address
5315 SOUTH COLLEGE ROAD
Address Line 2
SUITE E
city
State / Province / Region
WILMINGTON
NC
Postal / Zip Code
Country
28412
us
4d. Telephone Number:*
[phone]
4e. Fax Number:
(xxx)xxx-xxxx
(xxx)xxx-xxxx
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Reese provide the Agent Authorization Letter if you are subritting this docunent.
Signed Agent Auth.pdf (Agent Authorization previously submitted)
RLETYFEMJSTBEPCF
C. Project Information and Prior Project History
1. Project Information
1a. Name of project:*
1317, 1319 AND 1321 ST JOSEPH STREET (Vicinity Map previously submitted)
1b. Subdivision name:
(d appropriate)
NA
1c. Nearest municipality/ town:*
CAROLINA BEACH
2. Project Identification
2a. Property Identification Number:
(tax RN a parcel ID)
R08810-004-005-000, R08810-004-006-000 (Parcel Info previously submitted)
AND R08810-004-007-000
2c. Project Address
Street Address
1317, 1319 AND 1321 ST JOSEPH STREET
Address Line 2
City
CAROLINA BEACH
Postal / Zip Code
28428
466.46KB
2b. Property size:
(in acres)
0. 34, 0.35 AND 0.36 ACRE RESPECTIVELY
State / Province / Region
NC
Country
US
41

St. Joseph Street PCN 9-9-19
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on howthe location was
determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude,* Longitude:*
34.049768 -77.892954
ex: 34.208504 -77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Carolina Beach Harbor
3b. Water Resources Classification of nearest receiving water:*
SB
Surface Water Lookup
3d. Please provide the 12 -digit HUC in which the project is located.*
03030001040020
3c. What river basin(s) is your project located in?*
White Oak
River Basin Lookup
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: *
CURRENTLY, THE SITE IS UNDEVELOPED WITH NATURAL WOODY AND HERBACEOUS PLANTS. A LARGE DRAINAGE DITCH RUNS ALONG THE FRONT OF THE PROPERTY.THE
DITCH EXHIBrrS SALTWATER TOLERANT SPECIES. THE LIMITS OF COASTAL WETLANDS WERE DELINEATED AND VERIFIED BY THE DCM ON 7/26/18. AN ELEVATION SURVEY
REVEALED THAT MEAN HIGH WATER IS LOCATED WITHIN THE OTTER CREEK CONDO PROPERTY ( Elevation Survey previously submitted). THEREFORE, ALL PROPOSED
WORK WILL TAKE PLACE OUTSIDE OF THE NC DIVISION OF COASTAL MANAGEMENT'S (DCM) 75' ESTUARINE SHORELINE AEC.
4b. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
VYes O No r Unknown
4d. Attach an 81/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Click the upload button or drag and drop files here to attach docurrent
USGS TOPOGRAPHIC MAP.pdf (Previously submitted)
File type rust be pdr
144.04KB
4e. Attach an 81/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Click the upload button or drag and drop files here to attach docurent
SOILS.pdf (Previously submitted) 99.11 KB
File type rrust be pdF
4f. List the total estimated acreage of all existing wetlands on the property:
0.241
4g. List the total estimated linear feet of all existing streams on the property:
(intermttent and perennial)
0 A pile driver, dump truck, front end loader and back hoe will be used to complete the
4h. Explain the purpose of the proposed project:* work.
The proposed project will consist of installing one 20' wide driveway that will extend from the edge of pavement on Saint Joseph Street, across the section 404 wetlands, to the upland
portion of 1317 St. Joseph Street (i.e. Lot 3 on the attached site plan) and to provide adequate buildable area for a 25' x 100' single family dwelling with decks and minimal back yard at
1321 St. Joseph Street (Lot 1). Due to the narrow width of these lots, a retaining wall will need to be installed on Lot 1 northern property line. The shared drive will provide access to the
buildable area of all three lots. Please refer to the attached site plan for details.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed project will consist of removing vegetation and muck from the designated driveway area (i.e. where fill and temporary construction buffers are proposed) and area of the Lot 1 to be filled.
The driveway crossing will include a portion of slatted, elevated decking, which will be approximately 26.5' long, by 8.5' wide. The decked area will be elevated above the coastal wetland substrate by at least 3'.
Fill will be placed within 0.024 -acre of wetlands and 0.003 -acre of RPW, for the driveway, and 0.029 -acre of wetlands, to provide for a building pad on Lot 1. Cumulatively, the project will entail permanently filling
0.053 AC of Section 404 wetlands and 0.003 AC of RPW. Two (2) 36' Class IV RCP will be installed within the RPW/ditch. Temporary impacts totalling 0.005 -acre is also included with this proposal.
4j. Please upload project drawings for the proposed project. See St. Joseph Street Site Plan 9-9-19 for details.
Click the upload button a drag and drop files here to attach docurrent
St. Joseph Street Site Plan 9-9-19
File type rust be pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
F Yes
Comments
r No
r Unknown

St. Joseph Street PCN 9-9-19
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
VO' Preliminary r Approved r Not Verified r Unknown r WA
Corps AID Number:
Exanple: SAW -2017-99999 SAW -2018-01291 (see attached)
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): David Scibetta
Agency/Consultant Company: Southern Environmental Group, Inc.
Other:
5d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
SAW -2018-01291 (see attached)
5d1. Jurisdictional determination upload
Oick the upbad button a drag and drop files here to attach docunent
File type rrust be FOF
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 projector related activity? This
includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification.
This project will not open up access to undeveloped land, has it's own access and utilities are available.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
P Wetlands r Streams -tributaries r Buffers
P Open Waters r Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
1A (P) ^W,^ will be used in the table below to represent the word "wetland".
2a1 Reason*(?) 2b. Impact type * (?) 2c. Type of W. * 2d. W. name* 2e. Forested * r1fu
. Type of 2g. Impact
risdicition*M area*
1A (P) Driveway P & T RPW/Ditch 1 Yes Corps 150 SF/0.003 AC
1 (p) Non-Riverine Swamp Forest 1077 SF/0.02 AC
1 T ]Non-Riverine Swamp Forest 11150 SF/0.003 AC
2 (P) Lot fill P & T Pocosin 2 Yes Corps 1265 SF/0.029 A
2 (T) 69S
2g. Total Temporary
AC
Wetland Impact Total Open Water Impacts
219 SF/0.005 AC 150 SF/0.003 AC
2g. Total Permanent Wetland Impact
2492 SF/0.053 AC
2g. Total Wetland Impact
2711 SF/0.062 AC
2h. Comments:
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:*
The Applicant incorporated retaining walls where ever possible. Additionally, he is spanning the coastal wetlands, thereby avoiding impacting them altogether, and has reduced the amount of fill,
off the back of the deck, by 10'. In total, the Applicant avoided impacting approximately 1900 SF of wetlands (see St. Joseph Wetland Impact Map 9-9-19).
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
The Applicant vdll install sediment and erosion control measures, such as silt fence, to protect the remaining wetlands from being impacted.
u

St. Joseph Street PCN 9-9-19
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 f Ido
2c. If yes, mitigation is required by (check all that apply):
F- DWR 67 Corps
2d. If yes, which mitigation option(s) will be used for this project?
rJ Mitigation bank r- Payment to in -lieu fee r- Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland
Attach Receipt and/or letter
Cickthe upload button or drag and dropfiles here to attach docurrent
FILETYFE MJST BE FCF
3c. Comments
The Applicant purchased 0.10 -acre of wetland restoration credit, from the LCFUMB, for the previously authorized 0.033 -acre of permanent impact (see attached MRT form). The new plan increases the
permanent impacts by 0.02 -acre. The Applicant is respectfully requesting the cost of spanning the coastal wetlands and installing the retaining walls be considered compensatory mitigation for
the additional 0.020 -acre of permanent wetland impacts.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
*** Recent changes to the stormwater rules have required updates to this section .***
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?
r Yes r No
For a list of options to meet the diffuse flow requirements, click here.
If no, explain why:
This site is not within a riparian buffer river basin.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOTs Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H.1003(2)?*
r Yes r No
To look up low density requirement click here 15A NCAC 02H.1003(2).
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?*
r Yes r- No
Hirt projects that have vested rights, exemptions, a grandfathering fromstate a locally inVerrented stomwater programs or projects that satisfy state or locally-inplerrented stormwater programs through use of conrunity in -lieu programs should answer no
to this question.
2d. Which of the following stormwater management program(s) apply (check all that apply):
V Local Government r State
V you have a local goverrne t approval please include the SNP on their overall inpact map.
Local Government Stormwater Programs*
rJ Phase II r- NSW
F USMP r- Water Supply
Please identify which local government stormwater program you are using.*
Carolina Beach
Comments:
The Applicant is working with the Town of Carolina Beach Planning department on finalizing the Stormwater Management plan.
G. Supplementary Information U

St. Joseph Street PCN 9-9-19
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
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 21-1.0500), 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 (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality?*
r Yes IT No
3b. If you answered "no," provide a short narrative description.
The proposed work will not provide access undeveloped, land locked property, and the proposed stormwater management practices should ensure
that untreated stormwater is not discharged into downstream receiving waters.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor IWA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Sewage disposal will be provided by the Town of Carolina Beach.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No
f Unknown
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Based on the location of the property (densely developed area) and SEGi s knowledge of the area, impacts to Endangered Species and/or Critical
Habitat is not of concern.
Consultation Documentation Upload
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File type rrusl be FCF
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?*
This site does not abut a water course that would provide Essential Fish Habitat.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/
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 (e.g., National Historic
Trust designation or properties significant in North Carolina history and archaeology)?
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
This site has been disturbed over the years, and there are no eAsting structures on the property.
7c. Historic or Prehistoric Information Upload
dick the u0oad button or drag and drop files here to attach document
File must be FCF
8. Flood Zone Designation (Corps Requirement)

St. Joseph Street PCN 9-9-19
Link to the FEMA Floodplain Maps: https://mse.fema.gov/portal/search
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
F Yes f No
8b. If yes, explain how project meets FEMA requirements:
Residential buildings will be constructed to meet FEMA height requirements (i.e. 2' of freeboard above flood elevation for all heated space).
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Insurance Rate Map
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
!lick the upload button or drag and drop files here to attach docurrent
Title Insurance.pdf
Aerials and Flood Map.pdf (Previously submitted)
File nest be FOF or KNZ
Signature
P By checking the box and signing below, I certify that:
1.41 MB
350.74KB
• 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:*
Dana A. Lutheran
Signature
Date
9-9-19

1319 St. Joseph Street PCN 9-9-19
Attachment 1
St. Joseph Street Wetland Impact Map 9-9-19
5E.Gi

CD
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/ D ACTUAL POB HW F AG
Ln O OF FIRST TRACT 3.54 IP
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`� DB 1253, PG 898 E 2335475.3
I m USING EXISTING R/W �/ ELEV 0.82
ORIGINAL HIDDEN HILLS LINE
LOT 4R ---- ��
HIDDEN HILLS
PHASE 1
MB 48, PG 57 \ `
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No. Revision Date B
LANDS ADDED TO HIDDEN HILLS
SUBDIVISION PER MB 54, PG 250
i
3
ST. JOSEPH STREET
5
11-
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
9/9/2019
Checked By
Job No.
MNH
SIDE:
SECTION PROFILE
1"=50' (HORZ.)
1"=5' (VERT.)
10
8
6
4
2
0
-2
NOW OR FORMERLY
TUCKER PROPERTIES
FIRST TRACT
DB 1253, PG 898
TEMPORARY
CONSTRUCTION BUFFER 399.04'(DB 1253, PG 898)
WETLAND 399.04'(MB 54, PG 250)
IMPACT #2 398.54'(FIELD TOTAL)
(69 SF)
WETLAND
IMPACT #2
IMPAC # PROPOSED KEYSTONE
BLOCK WALL
TOP ELEV 7,0�
ST. JOSEPH
0
8
6
4
2
0
2
0+00 1+00
SECTION 131 - 131
1317, 1319 & 1321 SAINT JOSEPH STREET
CAROLINA BEACH NORTH CAROLINA
CSI
N
O
10
8
6
4
2
0
-2
EXISTING RIGHT OF WAY
AS LOCATED ON 09/11/2012
PROPOSED KEYSTONE
BLOCK WALL
TOP ELEV 6.0
(15 LF) PROPOSED KEYSTONE
0+00
1+00
SECTION 132 - 132
OHNMACHT PROPERTIES, LLC
300 S 6TH STREET
CAROLINA BEACH, NC 28428
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DB 22
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(BEING EASTERN
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SOUTHERN
839, PG 406
RN DEEDED — (EASTERN PORTION)
i/ R 18 LINE pER DB 839 pG
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0
8
6
4
2
0
2
PROPOSED WETLAND IMPACTS
Permanent RPW Impact - 150 SF / 0.003 AC
Permanent 404 Impact - 2342 SF / 0.053 AC
Temporary 404 Impact - 219 SF / 0.003 AC
oop0000080000 0
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SITE DATA:
R - 2 ZONING
SETBACKS:
REQUIRED
PROVIDED
FRONT:
25 FT
123.4 FT
SIDE:
7.5 FT
7.5 FT
REAR:
10 FT
137.7 FT
LOT BUA:
LOT 1 - 4,650 SF
LOT 2 - 4,800 SF
LOT 3 - 5,525 SF
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
GRADING &EROSION
CONTROL PLAN
Sheet No.
C-3

1319 St. Joseph Street PCN 9-9-19
Attachment 2
USACE NWP 18 and DWR 401 Water Quality Certification
5E.Gi

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2018-01291 County: New Hanover U.S.G.S. Quad: NC -Quad
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Ohnmatch Properties, LLC
Chuck Ohnmatch
300 South 6th Street
Size (acres)
Nearest Waterway
USGS HUC
Carolina Beach, NC, 28428
1.05
Carolina Beach Inlet
03030001
Agent: Southern Environmental Group, Inc
Dana Lutheran
5315 College Road
Suite E
Wilmington, NC 28412
Nearest Town Carolina Beach
River Basin White Oak
Coordinates Latitude: 34.049768
Longitude: -77.892954
Location description: Project area is located approximately 0.06 miles from the intersection of Lewis Drive and St. Joseph
Street adiacent to Carolina Beach Boat Basin in New Hanover County, North Carolina. Project area is forested with coastal
wetlands and a ditch adiacent to St. Joseph Street and 404 wetlands in the rear of the property.
Description of projects area and activity: This verification authorizes the permanent discharge of 0.029 acre of fill and 0.002 acre
of temporary fill into jurisdictional wetlands for the construction of three abutting 25' x 100' dwellings with wooden decks and
a maintenance corridor around each home. This verification also authorizes the permanent discharge of fill into 0.004 acre of
wetlands and 0.001 acre of temporary impacts for the construction of a bridged access driveway.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide/General Permit Number: Permit Number: 18
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 1/4/2019, and the enclosed plans Grading & Erosion Control Plan dated
2/20/2019. 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 remain valid until the expiration date identified below unless 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 that the 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 Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Rachel Capito at (910)-251-4487 or Rachel.A.CapitoAusace.army.mil
Corps Regulatory Official:
Expiration Date of Verification: 3/18/2022
Date: 2/19/2019

SPECIAL CONDITIONS
1. 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.
2. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an
increase in sedimentation or turbidity within waters and wetlands outside the authorized permit area.
This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate
devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate
stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all
aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter
113A Article 4).
3. The permittee shall avoid the remaining onsite wetlands as shown on the approved drawings. These
natural wetland areas were avoided as part of the permit application review process, and therefore, will
not be disturbed by any dredging, filling, mechanized land clearing, agricultural activities, or other
construction work whatsoever.

0
AJVR VG I
D ACTUAL POB HW F AG
Ln O OF FIRST TRACT 3.54 IP
`� DB 1253, PG 898 E 2335475.3
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ORIGINAL HIDDEN HILLS LINE
LANDS ADDED TO HIDDEN HILLS
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Revision
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NOW OR FORMERLY
TUCKER PROPERTIES
FIRST TRACT
DB 1253, PG 898
PROPOSED KEYSTONE
BLOCK WALL
TOP ELEV 6.0 TEMPORARY
(4.5 LF) CONSTRUCTION BUFFER 399.04'(DB 1253, PG 898)
WETLAND 399.04'(MB 54, PG 250)
IMPACT #2 398.54'(FIELD TOTAL)
(69 SF)
WETLAND
IMPACT #2
IMPACT
PROPOSED KEYSTONE
(1,265 BLOCK WALL
TOP ELEV 7.0
PROPOSED KEYSTONE-
BLOCK
EYSTONEBLOCK WALL
TOP ELEV 7.0
(1, 74 LF)
i
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( 5 LF) /
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PROPOSED KEYSTONE
BLOCK WALL
TOP ELEV 6.0
(15 LF) PROPOSED KEYSTONE
EXISTING RIGHT OF WAY
AS LOCATED ON 09/11/2012
PROPOSED WETLAND IMPACTS
#1
175
SF
0.004
LOT 4R
---- y`
1,265
SF
HIDDEN HILLS
AC
TOTAL
1,440
PHASE 1
MB 48, PG 57
0.033
AC
TEMPORARY WETLAND
IMPACTS
25 FT
#1
48
SF
0.001
AC
#2
94
SF
0.002
AC
TOTAL
\
SF
0.003
AC
SF
REAR CORNERS NOT SET
\\ \\ \
1
UNTIL CURRENT OWNERS
RESOLVE POTENTIAL
\\ \\ \
LINE DISCREPANCY
I I
II
I
EXISTING
WETLAND
Cl\iI
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LANDS ADDED TO HIDDEN HILLS
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HIDDEN HILLS
PHASE 1
MB 48, PG 57
Revision
INV=3.12'; c
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PRO1 TSED KEYSTONE EIP
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1 �(10
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NOW OR FORMERLY
TUCKER PROPERTIES
FIRST TRACT
DB 1253, PG 898
PROPOSED KEYSTONE
BLOCK WALL
TOP ELEV 6.0 TEMPORARY
(4.5 LF) CONSTRUCTION BUFFER 399.04'(DB 1253, PG 898)
WETLAND 399.04'(MB 54, PG 250)
IMPACT #2 398.54'(FIELD TOTAL)
(69 SF)
WETLAND
IMPACT #2
IMPACT
PROPOSED KEYSTONE
(1,265 BLOCK WALL
TOP ELEV 7.0
PROPOSED KEYSTONE-
BLOCK
EYSTONEBLOCK WALL
TOP ELEV 7.0
(1, 74 LF)
i
CSI
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I 101-1 tL V b.0 j
( 5 LF) /
/
ocnoncrn vrvcT-nnlr
PROPOSED KEYSTONE
BLOCK WALL
TOP ELEV 6.0
(15 LF) PROPOSED KEYSTONE
EXISTING RIGHT OF WAY
AS LOCATED ON 09/11/2012
PROPOSED WETLAND IMPACTS
#1
175
SF
0.004
AC
#2
1,265
SF
0.029
AC
TOTAL
1,440
SF
0.033
AC
TEMPORARY WETLAND
IMPACTS
25 FT
#1
48
SF
0.001
AC
#2
94
SF
0.002
AC
TOTAL
142
SF
0.003
AC
SOIL
DRIVE
=N 0 1
-1EIR
- /
3
ME �T 44-/
/60NC FC
�% DRIVE
_�/ EIR
ULEDED SNE PER DB 839> PIG 406
APPROX. LOCATION
OF WATERLINE
0pp00000000°0°
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NOW OR
JAMES C.
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DB 22
MALION
MB 57, P
(BEING EASTERN
OF DB 839,
NOW OR FORMERLY
R.S. BURNETT &
RUTH ROGERS BURNETT
DB 839, PG 406
(EASTERN PORTION)
SITE
DATA:
Drawn By
Date
R -
2 ZONING
Checked By
Job No.
SETBACKS:
REQUIRED
PROVIDED
FRONT:
25 FT
123.4 FT
SIDE:
7.5 FT
7.5 FT
REAR:
10 FT
137.7 FT
LOT
BUA:
LOT
1 - 4,650
SF
LOT 2 - 4,800 SF
LOT 3 - 4,950 SF
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
SECTION A - A SECTION B - B PRELIMINARY - DO NOT USE FOR CONSTRUCTION
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
JULY, 2018
Checked By
Job No.
MNH
1317, 1319 & 1321 SAINT JOSEPH STREET
CAROLINA BEACH NORTH CAROLINA
OHNMACHT PROPERTIES, LLC
300 S 6TH STREET
CAROLINA BEACH, NC 28428
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
GRADING &EROSION
CONTROL PLAN
Sheet No.
C-3

REAR CORNERS NOT SET \\ \\
UNTIL CURRENT OWNERS
RESOLVE POTENTIAL \ \
LINE DISCREPANCY \
/
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GRINDER PUMPS
INV=3.12'1
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/-� 1100
1 17
/
/
,
INV=3.74
,
,
,
' , s
� 1
Revision'
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
JULY, 2018
Checked By
Job No.
MNH
FOR EACH HOUSE
T
II SII �I
I,II;II;
LOT 3
111 �I
--
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II II I,I
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2" FM FROM GRINDER PUMP,
DIRECTIONAL BORE BENEATH
WETLANDS TO SEWER
VICE LOCATION
FM % N
x FM
W
W
1" HDPE WATER SERVICE TO
HOUSE. DIRECTIONAL BORE
I BENEATH WETLANDS TO
METER LOCATION
�F —N
_Fm FM
1" HDPE WATER SERVICE TO
HOUSE. DIRECTIONAL BORE
BENEATH WETLANDS TO SSMH
METER LOCATION RIM=3.85
3 INV= -2.15
W
0 ql' W •� /i
3 W. �
—�W AFM
W
1" HDP WATER SERVICE TO
HOUSE. DIRECTIONAL BORE I 0
BE EATH WETLANDS TO x
METER LOCATION
/
/
/
/
/
/
/
/
W W W ✓ / T/_EFORCE MAIN
/i
.� �' �/� 4/ 1" WATER SERVICE
6 D RIVE
95
�,/ l /
�'
'FM _ W W W �Y �Y �Y W W //i�• W y/ NEW S,WER SERVIC /
W �� _„`� W �i / CONNECT 2" FM
FROM G NDER PU P
TO SEWER SERVICE
W 4.47
2" FM FROM 'GRINDER PUMP,
DIREtTl&S At ,,BbF EW gtkFA*TH W ��� / NEW 1 VICE
( WETL NPS 30 ,$EW,ER � `,�
SERVICE LOCATION
–
PHO E P D
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NEW EW-SERCONC
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W FM /� / FRO G INDER PUMP
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It /
NEW 1" WATER SERVICE
DI
UND I I / RIM= .86,'
/ DRIVE I ---I FFE_SFLOOR I \\ I DRIVE I / / E
I 7(3
It
=1.78
NOTE. ALL BORING EQUIPMENT
It
SETUP TO BE ON THE UPLAND
SIDE OF THE WETLANDS ON THE
RESIDENTIAL LOT
Ll
1317, 1319 & 1321 SAINT JOSEPH STREET
CAROLINA BEACH NORTH CAROLINA
PRELIMINARY - D
OHNMACHT PROPERTIES, LLC
300 S 6TH STREET
CAROLINA BEACH, NC 28428
CARO
°
Q�oFESSIn y o
0
0
1� 5 E F O R
FNG
0
�� H
°0000 N,6000 O O0000
/
- INV=1.41'
APPROX. LOCATION
OF WATERLINE
CONSTRUCTION
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
UTILITY PLAN
Sheet No.
C-4

DocuSign Envelope ID: 1 DC4BFEA-70BA-4C56-A83D-274A7F493A43
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Ohnmatch Properties, LLC
Mr. Chuck Ohnmatch
300 South 6th Street
Carolina Beach, NC 28428
STATE
Y
<..
NORTH CAROLINA.
Erik+mnfhel rdl QuaUty
November 19, 2018
New Hanover County
DWR Project: 2018-1335
Subject Property: 1317, 1319 and 1321 St. Joseph Street — Carolina Beach
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Ohnmatch,
You have our approval, in accordance with the attached conditions and those listed below, to
impact 0.05 acres of 404 wetlands in order to construct three residential lots as described in your
application received by the N.C. Division of Water Resources (DWR) on October 3, 2018. After
reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number 4139 (GC4139).
In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non -discharge, and stormwater regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 Permit. This Certification can also be found on line at:
http://portal.ncdenr.oriz/web/wq/swp/ws/401/certsandpermits.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.deg.nc.gov

DocuSign Envelope ID: 1DC4BFEA-70BA-4C56-A83D-274A7F493A43
The Additional Conditions of the Certification are:
1. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If
you change your project, you must notify the Division and you may be required to submit
a new application package with the appropriate fee. If the property is sold, the new owner
must be given a copy of this approval letter and General Certification and is responsible
for complying with all conditions. Any new owner must notify the Division and request
the Certification be issued in their name 115A NCAC 02H .0501 and .0502}.
2. Any final construction plans for this project must include or reference the application and
plans approved by the Division under this authorization letter and certification. The
applicant will also be required to evaluate all acquired permits to assure that they are
consistent and all relative impacts are accounted for and shown on the construction plans.
[15A NCAC 02H.0502 (b) and 15A NCAC 0211.0506 (4)] The applicant shall require his
contractors (and/or agents) to comply with all of the terms of this Certification, and shall
provide each of its contractors (and/or agents) a copy of this Certification.
3. Turbidity Standard - The turbidity standard of 25 NTUs (Nephelometric Turbidity Units)
shall not be exceeded as described in 15 A NCAC 2B .0220. Appropriate sediment and
erosion control practices must be used to meet this standard. Turbidity curtains shall be
used as appropriate. Please notify this Office if any turbidity issues arise at 910.796.7215
4. This General Certification shall expire on the same day as the expiration date of the
corresponding General Permit. The conditions in effect on the date of issuance of the
Certification for a specific project shall remain in effect for the life of the project, regardless
of the expiration of this Certification.
5. The permittee shall require its contractors and/or agents to comply with the terms of this
permit in the construction and maintenance of this project and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project a
copy of this certification. A copy of this certification including all conditions shall be
available at the project site during the construction and maintenance of this project. [15A
NCAC 02H.0507 (c) and 15A NCAC 02H.0506 (b)(2) and (c)(2)]
6. Continuing Compliance: The applicant/permittee and their authorized agents shall conduct
all activities in a manner consistent with State water quality standards (including any
requirements resulting from compliance with 303(d) of the Clean Water Act), and any other
appropriate requirements of State and Federal law. If the Division determines that such
standards or laws are not being met, including failure to sustain a designated or achieved
use, or that State or Federal law is being violated, or that further conditions are necessary
to assure compliance, than the Division may reevaluate and modify this General Water
Quality Certification. [15A NCAC 02H .0507(d)]
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.deg.nc.gov

DocuSign Envelope ID: 1DC4BFEA-70BA-4C56-A83D-274A7F493A43
7. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a
hydrocarbon or chemical spill, the permittee/contractor shall immediately contact the
Division of Water Quality, between the hours of 8 am to 5 pm at the Wilmington Regional
Office at 910.796.7215 and after hours and on weekends call [phone].
Management of such spills shall comply with provisions of the North Carolina Oil
Pollution and Hazardous Substances Control Act. [15A NCAC 02H .0506 (b)(3) and
(c)(3), 15A NCAC 02B.0200 (3)(f), and GS 143 Article 21A].
8. Fueling, lubrication and general equipment maintenance should not take place within 50
feet of a waterbody or wetlands to prevent contamination by fuel and oils. [ 15A NCAC
02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200 (3)(f)].
9. This certification grants permission to the director, an authorized representative of the
Director, or DEQ staff, upon the presentation of proper credentials, to enter the property
during normal business hours 15A NCAC 02H.0502(e).
10. 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 and/or
authorized agent is required to return a completed certificate of completion form to the
NCDEQ DWR 401 and Buffers Unit North Carolina Division of Water Resources, 1617
Mail Service Center, Raleigh, NC, 27699 within ten days of project completion. The
certification of completion is available at:
http://portal.ncdenr. org/web/wq/swp/ws/401 /certsandpermits/apply/forms).
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information. 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 between 8:00 am and 5:00 pm, excluding official state holidays). The petition maybe faxed
to the OAH at [phone], provided the original and one copy of the petition along with any
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.deg.nc.gov

DocuSign Envelope ID: 1DC4BFEA-70BA-4C56-A83D-274A7F493A43
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 Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the
Clean Water Act. If you have any questions, please telephone Chad Coburn in the DWR
Wilmington Regional Office at [phone] or Chad. Cobum&ncdenr. gov.
Sincerely,
/�
DocuSigned by:
AU
mUA �� 4
E3ABAUA=C434...
Morella Sanchez -King, Assistant Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Enclosure: GC4139
cc: Rachel Capito - USACE Wilmington Regulatory Field Office (via email)
Dana Lutheran — Southern Environmental Group, Inc. (via email)
D Q�
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone]\ Internet: www.deg.nc.gov

1319 St. Joseph Street PCN 9-9-19
Attachment 3
St. Joseph Street LCFUMB MRT Form
5E.Gi

I
CESAW — RG (File Number, SAW -2018-01291)
Compensatory Mitigation Responsibility Transfer Form
Permittee: Ohnmatch Properties, LLC, Chuck Ohnmatch Action ID: SAW -2018-01291
Project Name: St. Joseph St. County: New Hanover
Instructions to Permittee: The Permittee must provide a copy of 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. Once the Sponsor has signed this 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 copy of 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: 03030001, White Oak River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.03
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: 03030001, White Oak River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm
Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian
Coastal
0.1
Mitigation Site Debited: Lower Cape Fear Umbrella Bank (Sneeden & White Springs Tractsl
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the 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 tableapove), associated with the USACE Permittee and Action ID number shown.
also verify that released credits (and/or /ncedits for NCDMS), as approved by the USACE, are currently available at the
mitigation site identified above. Further,ldthatiftheSponsorfailstoprovidetherequiredcompensatorymitigation,
the USACE Willington District Engineer e measures against the Sponsor to ensure compliance associated with the
mitigation requ ements.
Mitigation
Name
Authorized
B. LLC
3/)R/)9
Date of Signature

CESAW — RG (File Number, SAW- 2018-01291)
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 jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the 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 by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
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 copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the
USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version 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 letter from Mitigation Sponsor (LCFUB), confirming their willing and able to accept the
applicants compensatory mitigation responsibility, dated Acceptance Letter Date 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 Sponsor should 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 Falls of
Neuse Road, Wake Forest, NC 27587 (email. [e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Rachel Capito
USACE Field Office: Wilmington Regulatory Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
Email: [e-mail]
USACE Project Manager Signature
2/21/2019
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil

• T D EURE MARINE CONSTRUCTION, LLC
ZTD EURE po Box 6so
MOREHEAD CITY, NC 28557
EAUFORT, NC TEL: [phone]
FAX: [phone]
June 27, 2019
4 Seasons Demolition
c/o Chuck Ohnmacht
4004 River Rd.
Wilmington, NC 28412
Re: Quote for 57' Timber Bridge at 1317 Saint Joseph Street
TD Eure Marine Construction, LLC proposes to supply the labor, equipment, and materials necessary to facilitate the work specified
below. All work will be done in accordance with the plans and specs drawn by: Andrew Consulting Engineers, Project Number 19004.
It is the intent of TD Eure Marine Construction to collaborate with owner(s) to provide for any/all items and components described
below.
Scope of work: Construct 57' of Timber Bridge as shown in drawings.
Line Item 00010- Mobilization
Included in this scope:
• Mobilization of all equipment, materials and crews to complete TD Eure proposed scope
Line Item 00020- Installation of (38) 12" Pilings
Included in this scope:
• Includes all necessary equipment, materials and labor to install (38) pilings per drawings
Line Item 00030- Installation of framing and decking
Included in this scope:
• Includes all necessary equipment, materials and labor to install framing and decking per drawings
Line Item 00040- Installation of Posts and Timber Curb
Included in this scope:
• Includes all necessary equipment, materials and labor to install posts and curb per drawings
Line Item 00050- Installation of Timber Railing
Included in this scope:
• Includes all necessary equipment, materials and labor to install timber railing per drawings
Line Item 00060- Cleanup and Demobilization
Included in this scope:
• Clean up and removal of any discarded project material or debris from this phase of the project
• All transportation and tipping fees required for proper disposal
• Demobilization of all equipment, materials and crews to complete TD Eure proposed scope
Total Project Cost: $285,000.00
We appreciate the opportunity to provide you with this proposal. If you have any questions or need any other assistance, please
feel free to contact us. If you agree to the scope of work and pricing listed above, please sign below.
Respectfully Submitted,
B.I. Mansour
Sales & Consulting
Accepted as Contract
Date