20181325 Ver 1_PCN Form Submission_10/1/2018 4:37 PM

DWR
0LOM— of water Resources
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?*
C' Yes r No
Change only ff needed.
BIMS # Assigned *
Version#*
20181325
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*
Wilmington Regional Office - [phone]
Chad Coburn:eads\cccoburn
Information for Initial Review
1a. Name of project:
Smith Creek Village Multi -Family
1a. Who is the Primary Contact?*
Dana A. Lutheran
1 b. Primary Contact Email:*
1 c. Primary Contact Phone:*
[e-mail]
[phone]
Date Submitted
10/1/2018
3a. Name of the nearest body of water to proposed project:*
Smith Creek
Site Coordinates
Latitude: Longitude:
34.2812 77.8628
A. Processing Information U
County (or Counties) where the project is located:
New Hanover
Is this project a public transportation project?*
r' Yes IT No
1a. Type(s) of approval sought from the Corps:
rJ Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F- Section 10 Permit (navigable ureters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
R Nationwide Permit (NWP)
F- Regional General Permit (RGP)
F- Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes IT 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
F- Non -404 Jurisdictional General Permit
F- Individual Permit
29 - Residential Developments
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - Express
F- 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
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
C Yes r No C Unknown
1j. Is the project located in a designated trout watershed?
C Yes r No
B. Applicant Information
1d. Who is applying for the permit?
rJ Owner F_ Applicant (other than owner)
Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
GORDON ROAD INVESTMENTS LLC
2b. Deed book and page no.:
5565/2451
2c. Responsible party:
Joseph Stilwell (see attached Secretary of State Corporation Page)
2d. Address
Street Address
1131 B Military Cutoff Rd.
Address Line 2
city
Sate / Province / Region
Wilmington
NC
Postal / Zip Code
(buntry
28405
us
2e. Telephone Number: 2f. Fax Number
2g. Email Address:*
[e-mail]
Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
f Yes r No
r Yes r No

(if appropriate)
NA
1c. Nearest municipality/ town:
Wilmington
2. Project Identification
2a. Property Identification Number: 2b. Property size:
R04300-001-004-000 43.82
L
2c. Project Address
Street Address
4645 GORDON RD
Address Line 2
Legal Description - TRACT 3 COASTAL CAROLINA DEVELOPERS INC
Qty State / Rovince / Fbgicn
Wilmington NC
Postal / Zip Cade Country
28405
3. Surface Waters
3b. Water Resources Classification of nearest receiving water:*
C;Sw
3d. Please provide the 12 -digit HUC in which the project is located.
030300070808
3c. What river basin(s) is your project located in?*
Cape Fear
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 site is mostly wooded, with several dirt roads traversing through the uplands. There is one previously installed road crossing on this site (i.e. Impact Area B1 and B2 on the
attached Site Plan), which was never paved. To SEGi's knowledge, the crossing was installed during a period when notification to the USACE and/or DWR was not required (Dec. 2002).
The crossing is depicted as upland on the last USACE approved Wetland Boundary Survey (see attached). Residential is the general land use in the vicinity.
4b. Have permits or certifications been requested or 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)
Tracts 3&4 LiDAR Map 013014.pdf
Tracts 3&4 Topo Map 013014.pdf
1.01 MB
555.31 KB
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)
Tracts 3&4 Soils Map 013014.pdf 784.17KB
4f. List the total estimated acreage of all existing wetlands on the property:
5.29
4g. List the total estimated linear feet of all existing streams on the property:
1457 perennial
4h. Explain the purpose of the proposed project:*
The purpose of this project is to construct two road crossings through wetlands, which will provide access to uplands where 13 multi -family buildings,amenities center, sidewalks, parking
spaces and infrastructure, including stormwater management system are to be located, and sidewalk along Drive C.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project consists of filling 0.115 AC of wetlands and 119 LF of warm water stream, which is necessary to facilitate the construction of 4 roads (Impact Areas A, 131 and B2, C and D)
and part of the sidewalk system (Impact Area E). Impact Area A (0.013 AC) is necessary to install the County's preferred design for the Road H intersection (see attached). Impacts 131
(0.018 AC and 32 LF) and B2 (0.009 AC and 20 LF) are necessary to facilitate the replacement of the existing culvert with a box culvert and accommodate a 2:1 slope, off the edge of
the pavement, on each side of Road H. Impact Area C (0.014 AC) is necessary to allow for a 2:1 slope, off the edge of the pavement of Drive A. Impact Area D (0.037 AC and 67 LF) is
required by the county as an emergency access/egress to the complex. Impact Area E (0.024 AC) is needed to accommodate a 2:1 slope, off the edge of the sidewalk on Drive C.
Heavy equipment, such as dump trucks, backhoes, graders and front end loaders will be used to perform the work. The machinery will be stored in uplands.
4j. Please upload project drawings for the proposed project.
Smith Creek Village Multi -Family Subdivision Wetland Impact Site Plan Final.pdf 1.51MB
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 WA
Corps AID Number:
SAW -2004-01070
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.
5d1. Jurisdictional determination upload
Gordon Rd. Ptnrs. Wet Survey final 10-17-14.pdf
6. Future Project Plans
5.52MB
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?
There are no previously issued NWPs, regional general permits or individual permits associated with this project, and future use of any of the authorizations is not anticipated. The
development will not provide access to undeveloped, inaccessible lands and has separate access and utilities.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
P Wetlands W Streams -tributaries r" Buffers
F- Open Waters r Pond Construction
2. Wetland Impacts
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.115
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.115
2a1 Reason(?)
2b. Impact type * (?)
2c. Type of W. *
2d. W. name *
2e. Forested *
2f. Type of
2g. Impact
Jurisdicition*M
area*
A Roadg
Access
P
HeadwaterForest
404
Yes
Corps
0.013
Crossin Slo a
p
(acres)
B1, Road
Access
P
Headwater Forest
404
Yes
Corps
0.018
Crossing,
(acres)
Culvert and
Slope
B2, Road
Access
P
Headwater Forest
404
Yes
Corps
0.009
Crossing,
(acres)
Culvert and
Slope
C, Road
Access
P
Headwater Forest
404
Yes
Corps
0.014
Crossing, Slope
(acres)
D, Road
Access
P
Headwater Forest
404
Yes
Corps
0.037
Crossing,
(acres)
Culvert and
Slope
E, Sidewalk
Infrastructure
P
Headwater Forest
404
Yes
77]
Corps
]
0.024
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.115
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.115

3i. Total jurisdictional ditch impact in square feet:
0 0
3i. Total permanent stream impacts:
119
31. Total stream and ditch impacts:
119
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
3i. Total temporary stream impacts:
0
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Avoidance and minimization is demonstrated by utilizing the eAsting 30' wide road crossing as the main crossing. In addition, the project was designed
to only impact wetlands and streams for access and required infrastructure (i.e. sidewalk). In addition, the Applicant is proposing the maximum slope
(2:1) for all wetland impact areas.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Prior to land disturbing activities that take place within 50 linear feet of a wetland and/or stream, silt fence will be installed along the wetland line. In
addition, Best Management Practices, such as sediment basins and stormwater ponds, have been incorporated into the site plan to ensure that the
proposed development does not impact downstream receiving waters either during construction or after the project has been completed. Work, within
the stream feature, will not take place within 48 hours of rain event that is forecast to produce or that produces greater than 1/2" of rain within a 24
hour period. Work within the stream should be completed and the area stabilized in the same day, if at all possible. Stabilization will consist of utilizing
excelsior matting on all FII slopes that abut wetlands and have an as -built slope greater than 3:1.
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 (- No
2c. If yes, mitigation is required by (check all that apply):
W DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
W Mitigation bank 7 Payment to in -lieu fee 7 Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
NE Cape Fear Umbrella Mitigation Bank
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.20
Attach Receipt and/or letter
3c. Comments
SEGi will submit a mitigation credit reservation letter upon the USACE's approval of the proposed mitigation plan.
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more
information.
r^ Yes r No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
v
3a. Reason for impact
3b.lmpact type *
3c. Type of impact"
3d. S. name *
unknown tributary
3e. Stream Type *
(�)
Perennial
3f. Type of
Jurisdiction*
Corps
3g. S. width *
5
3h. Impact
length*
32
F
B1, Road Crossing, Box
P
Culvert
Culvert
Average (feet)
(linear feet)
g2
B2, Road Crossing, Box
P
Culvert
unknown tributary
Perennial
Corps
5
20
Culvert
Average (feet)
(linear fed)
S�D,
Road Crossing, Box
9.
P
Culvert
unknown tributary
ry
Perennial
Cors
P
5
67
Culvert
Average (feet)
(linearfeet)
3i. Total jurisdictional ditch impact in square feet:
0 0
3i. Total permanent stream impacts:
119
31. Total stream and ditch impacts:
119
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
3i. Total temporary stream impacts:
0
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Avoidance and minimization is demonstrated by utilizing the eAsting 30' wide road crossing as the main crossing. In addition, the project was designed
to only impact wetlands and streams for access and required infrastructure (i.e. sidewalk). In addition, the Applicant is proposing the maximum slope
(2:1) for all wetland impact areas.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Prior to land disturbing activities that take place within 50 linear feet of a wetland and/or stream, silt fence will be installed along the wetland line. In
addition, Best Management Practices, such as sediment basins and stormwater ponds, have been incorporated into the site plan to ensure that the
proposed development does not impact downstream receiving waters either during construction or after the project has been completed. Work, within
the stream feature, will not take place within 48 hours of rain event that is forecast to produce or that produces greater than 1/2" of rain within a 24
hour period. Work within the stream should be completed and the area stabilized in the same day, if at all possible. Stabilization will consist of utilizing
excelsior matting on all FII slopes that abut wetlands and have an as -built slope greater than 3:1.
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 (- No
2c. If yes, mitigation is required by (check all that apply):
W DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
W Mitigation bank 7 Payment to in -lieu fee 7 Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
NE Cape Fear Umbrella Mitigation Bank
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.20
Attach Receipt and/or letter
3c. Comments
SEGi will submit a mitigation credit reservation letter upon the USACE's approval of the proposed mitigation plan.
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more
information.
r^ Yes r No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
v

1. Diffuse Flow Plan
1a. Does the project include or is it adjacent toprotected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
It is not located within a Riparian Buffer Basin
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r^ Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
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
2d. Which of the following stormwater management program(s) apply:
R Local Government W State
Local Government Stormwater Programs
W Phase II r NSW F USMP r Water Supply
Please identify which local government stormwater program you are using.
New Hanover County
State Stormwater Programs
F Phase II
F HWQ or ORW
W Coastal Counties
F Other
Comments:
Paramount Engineering is working with New Hanover County and the NC DEQ to secure approved stormwater approvals.
G. 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
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
C Yes r' No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r. No
3b. If you answered "no," provide a short narrative description.
This project is a single and complete project, with minimal wetland and/or stream impacts. The project will not provide access to undeveloped land that
is currently landlocked. Implementation of Best Management Practices should ensure construction runoff and/or post -construction stormwater is
treated prior to discharging into downstream receiving waters.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r- Nor N/A
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.
CFPUA
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 C 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?*
C Yes
r No
r Unknown
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
Sh. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
IPac and the Raleigh Office 9 -Step T&E Review Process. USFWS documentation will be submitted upon receipt.
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?*
NC DWR Water Classification Map. This site does not abut a waterbody that would support Essential Fish Habitat.
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?*
See attached NC SHPO review letter and finding of no adverse affect.
7c. Historic or Prehistoric Information Upload
ER 18-2290.pdf 100.75KB
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:
One road crossing is located within the X1% Future Conditions. The road will be built to safely manage the amount of water that is calculated to flow
through the feature during a 500 yr storm event.
8c. What source(s) did you use to make the floodplain determination?*
New Hanover County Flood Map - FIRM Panel 3149
Miscellaneous u
Comments
Miscellaneous attachments not previously requested.
North Carolina Secretary of State Search Results.pdf 55.78KB
Signature U
*
rJ 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:
Dana A. Lutheran

Signature
Sign
Date
10/l/2018

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary Susi H. Hamilton Deputy Secretary Kevin Cherry
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

October 1, 2018

Dana Lutheran
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412

Re: Construct Smith Creek Village, 4645 Gordon Road, Wilmington, New Hanover County, ER 18-2290

Dear Ms. Lutheran:
Thank you for your email of September 5, 2018, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579 or
[e-mail]. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,

Ramona M. Bartos

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10/1/2018 North Carolina Secretary of State Search Results
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/1
Reg Office
110 South Stratford Road
Winston Salem, NC 27104-4244
Reg Mailing
110 South Stratford Road
Winston Salem, NC 27104-4244
Principal Office
1131 B Military Cutoff Rd.
Wilmington, NC 28405-4711
Mailing
P.O. Box 10189
Wilmington, NC 28404-0189
Manager
H. David Swain Revocable Trust
1131 B Military Cutoff Rd.
Wilmington NC 28405
Manager
Joseph H Stilwell
1131 B Military Cutoff Rd.
Wilmington NC 28405
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
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Pre-Populated Annual Report form
Limited Liability Company
Legal Name
Gordon Road Investments, LLC
Information
SosId: 1203110
Status: Current-Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 5/11/2011
Registered Agent: Blanco Tackabery & Matamoros, P.A.
Addresses
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
I-40COLLEGESHAW
GORDON BLOUNTAVANTROGERSHARGROVEPRIVATEBENT TREEN O R T H S H O R E
LOGANBERRYBLACKBERRYBLUEBERRY
HIDDEN COVE
I-40LiDAR Map
Tracts 3&4, Gordon Road Investments LLC
Wilmington, New Hanover County, NC
1/30/2014 04-147.01Map Source: NCDOT LiDAR Data
0 225 450 675 900112.5
Feet
1 inch = 460 feet
NHC Elevation
Value
High : 48
Low : 4
Tracts 3&4 Property Line
2004 Wetland Line
JO
Se
Mu
Be
Se
Se
Be
Se
Be
Le
Ly
Be
Mu
DO
Be
Se
Pn
Be
Be
Be
Se
Se
Be
Ly
Kr
Wr
Bp
Le
Be
Pn
Cr
Wo
Mu
Be
Soils Map
Tracts 3&4, Gordon Road Investments LLC
Wilmington, New Hanover County, NC
1/30/2014 04-147.01Map Source: Soil Survey of New Hanover Co.
0 225 450 675 900112.5
Feet
1 inch = 460 feet
Tracts 3&4 Property Line
2004 Wetland Line
NHC soils
Topo Map
Tracts 3&4, Gordon Road Investments LLC
Wilmington, New Hanover County, NC
1/30/2014 04-147.01
Map Source: USA Topo Maps, Wilmington quad,
7.5-minute, 1:24,000 scale
0 225 450 675 900112.5
Feet
1 inch = 460 feet
Tracts 3&4 Property Line
2004 Wetland Line
ROAD HDRIVE
ADRIVE ADRIV
E

A
DRIVE BDRIV
E

C
DRIVE CDRIV
E

E
DRIV
E

D
DRIV
E

F
1
2
3
9 10
4
5
8
11
6 7
12
13
Wet Pond #1
Clubhouse
Pool Area
Wet Pond #2
Lot #2
31.5+/- AcresLot #1
1.29+/- Acres
Lot #2
31.5+/- Acres
WETLANDS
WETLANDS
WETLANDS
SITE ACREAGE = 43.85 AC. +/-
WETLAND IMPACTS = 0.115 AC.
IMPACT A = 0.013 AC.
IMPACT B1 = 0.018 AC.
IMPACT B2 = 0.009 AC.
IMPACT C = 0.014 AC.
IMPACT D = 0.037 AC.
IMPACT E = 0.024 AC.
TEMPORARY WETLAND IMPACTS = 0 AC.
STREAM IMPACTS = 119 LF
IMPACT B1 = 32 LF
IMPACT B2 = 20 LF
IMPACT D = 67 LF
WETLANDS = 5.29 AC. (IN STUDY)
STREAMS = 1,457 LF
SITE DATA:
Wetland Impact Map - Exhibit 1
Smith Creek Village
New Hanover County, North Carolina
Date: 08.21.2018
North
Scale: 1" = 100' at 22" x 34"
0'100'50'200'
Jurisdictional Wetland Impacts
Non-Jurisdictional Wetland Impacts
Temporary Construction Wetland Impact
Stream
LEGEND:
A
B2
C
D
B1
E
IMPACTS B1 & B2 ARE LOCATED AT A PREVIOUSLY PERMITTED CROSSING
NOTE:
EXISTING ROAD CROSSING
(SEE SHEETS 2 & 3 FOR DETAILS)
Wetland Impact Map - Exhibit 3
Smith Creek Village
New Hanover County, North Carolina
Date: 08.21.2018
Impact A
Profile - Not to Scale
2.5'CURB & GUTTERSLOPE +/- 2.0%
31' MINI ROUND-A-BOUT
30' TOTAL
4'TIE-DOWNGRASSED SHOULDER3:1
11'EX WETLANDS TO REMAIN3'EX WETLANDS9.5'
Impact C
Profile - Not to Scale
2'CURB & GUTTERSLOPE +/- 2.0%
16.5' TOTAL
4'TIE-DOWNGRASSED SHOULDER2:1
13'EX WETLANDS TO REMAIN3'0.5'EX WETLANDSImpact E
Profile - Not to Scale
2'CURB & GUTTERSLOPE +/- 2.0%
16' TOTAL
3'TIE-DOWNGRASSED SHOULDER3:1
7.5'EX WETLANDS TO REMAIN3'2.5'EX WETLANDSSIDEWALK5'
Impact B1
Profile - Not to Scale
2'CURB & GUTTERSLOPE +/- 2.0%
32' TOTAL
4'TIE-DOWNGRASSED SHOULDER2:1
29'EX WETLANDS TO REMAIN3'EX WETLANDSImpact B2
Profile - Not to Scale
2'CURB & GUTTERSLOPE +/- 2.0%
20' TOTAL
41.5'TIE-DOWNGRASSED SHOULDER2:
1
17'EX WETLANDS TO REMAIN3'EX WETLANDS4'
Impact D
Profile - Not to Scale
67' TOTAL
2'TIE-DOWNGRASSED SHOULDER2:1
19'EX WETLANDS TO REMAIN3'18'TIE-DOWNGRASSED SHOULDER2:
1 EX WETLANDS TO REMAIN3'2'20'EMERGENCY ACCESSWet Pond #1
Profile - Not to Scale
PERM. POOL EL. = 13.0
MAIN POND FOREBAYWETLANDS AT OUTFALLEL. < 12.010' BERMEL. 18.5Wet Pond #2
Profile - Not to Scale
PERM. POOL EL. = 18.0
MAIN POND FOREBAYWETLANDS AT OUTFALLEL. < 18.010' BERMEL. 24.0~30'
Wetland Impact Map - Exhibit 2
Smith Creek Village
New Hanover County, North Carolina
Date: 08.21.2018
North
Scale: 1" = 50' at 22" x 34"
0'50'25'100'
A
B1
B2
C D
E
Impact A
Scale: 1" = 50' (22"x34")
Impact B & C
Scale: 1" = 50' (22"x34")
Impact D
Scale: 1" = 50' (22"x34")
Impact E
Scale: 1" = 50' (22"x34")
2 10
10
11
~30'