20190928 Ver 1_401 Application_20190711

The Terraces 7/2/19
Office Use Only
Corps action ID no.
DWR project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
®Yes ❑No
1d. Type(s) of approval sought from the DWR (check all that apply):
®401 Water Quality Certification — Regular ❑Non -404 Jurisdictional General Permit
❑401 Water Quality Certification — Express ❑Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWR
401 Certification:
❑Yes ®No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of
impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee
program.
® Yes ❑No
1g. Is the project located in any of NC's twenty coastal counties? If yes, answer 1h
below.
®Yes [-]No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑Yes ®No
2. Project Information
2a. Name of project:
The Terraces (see Appendix A)
2b. County:
Pender
2c. Nearest municipality / town:
Surf City
2d. Subdivision name:
NA
2e. NCDOT only, T.I.P. or state project no:
NA 0
3. Owner Information V2
3a. Name(s) on Recorded Deed:
Hwy 17 Holdings, LLC (see Appendix B)
3b. Deed Book and Page No.
4644/2108 (see Appendix B)
3c. Responsible Party (for LLC if applicable):
Robert Waldon / Charles Poindexter
3d. Street address:
6310 Seamist Ct.
3e. City, state, zip:
Wilmington, NC 28409
3f. Telephone no.:
3g. Cell no.:
an 0
910-232-0022 (Charles) nn
3h. Email address:
ccpii(&rnac.com (Charles) 1
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4DE8-wUFF R P RMIRCES
TTI

The Terraces 7/2/19
4. Applicant Information (if different from owner).
4a. Applicant is:
❑Agent ❑Other, specify:
4b. Name:
4c. Business name (if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Inforrnation (if applicable)
5a. Name:
Dana A. Lutheran (see Appendix C)
5b. Business name (if applicable):
Southern Environmental Group, Inc. (SEGi)
5c. Street address:
5315 South College Road, Suite E
5d. City, state, zip:
Wilmington, NC 28412
5e. Telephone no.:
910.452.2711
5f. Fax no.:
910.452.2899
5g. Email address:
[e-mail]
B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
4215-87-9642-0000 (see Appendix B)
1b. Site coordinates (in decimal degrees):
Latitude: 34.44999 ON Longitude: -77.61114°W
1c. Property size:
39.87 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Unnamed tributary to Virginia Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
White Oak (03020301)
3. Project Description
3a. Describe the existing conditions on the site and the general land use near the project at the time of this application:
The subject property is undeveloped and mostly wooded. The land grades down slope, from north to south, with Headwater
Forest and Bottomland Hardwood Forest fingers extending up and out, from a small perennial stream, which enters the property
from the south and transitions into an intermittent feature, approximately 200 feet upstream from the southern property
boundary. A non -jurisdictional, Basin Wetland, is located within the interior of the property (see Appendix C and D).
The parcel, to the west, is vacant, zoned commercial and abuts Hwy 17 North, while the property to the north is commercially
developed (i.e. Lowes Home Goods, Harris Teeter and strip mall), and single-family subdivisions (i.e. Dogwood Lakes and The
Arbors) abut the property on the south and east. Please see Appendix C for an aerial photo, with wetland boundary sketch.
3b. List the total estimated acreage of all existing wetlands on the property: 15.3 +/- Acres (see Appendix C)
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: +/- 958 LF
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct roads and install infrastructure that will support the proposed 78 lot, single-family
subdivision (see Appendix A), to be known as "The Terraces".
3e. Describe the overall project in detail, including the type of equipment to be used:
Large machinery, such as backhoes, dump trucks, and graders, will be used to install twelve (12) bottomless culverts, construct
road crossings and install untilities. Please see Appendix A, for details.
4. Jurisdictional Determinations (JD)

Tha Tarrarpc 7/9/1 Q
4a. Have jurisdictional wetland or stream determinations by the Corps or State been
❑Yes ®No []Unknown
requested or obtained for this property / project (including all prior phases) in
Comments:
the past?
2b. Type of impact
4b. If the Corps made the jurisdictional determination, what type of determination
❑Preliminary ❑Final
was made?
2f. Area of impact
(acres)
4c. If yes, who delineated the jurisdictional areas? Name: David Scibetta
Agency/Consultant (Company): SEGi
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
SEGi's delineation was verified by Ms. Emily Greer, as part of their request for an approved JD, but a JD has not been issued.
Mr. Robb Mairs, with the DWR, confirmed the limits of the perennial and intermittent stream on 5/24/19.
5. Project History
5a. Have permits or certifications been requested or obtained for this project
❑Yes ®No ❑Unknown
(including all prior phases) in the past?
Yes
5b. If yes, explain in detail according to "help file" instructions. NA
6. Future Project Plans
6a. Is this a phased project?
❑Yes ®No
6b. If yes, explain. This project is not part of a PUD and the Applicant has accounted for all impacts necessary to complete the
project.
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
®Wetlands ❑Streams — tributaries []Buffers ❑Open Waters ❑Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. Wetland impact
number Perm (P) or Temp (T)
2b. Type of impact
2c. Type of wetland
2d. Forested
2e. Type of jurisdiction Corps
(404,10) or DWR (401, other)
2f. Area of impact
(acres)
A(P)
Road Crossing
BHF*
Yes
404
0.069
A(T)
Utility and Const. Buffer
BHF*
Yes
404
0.037
B(P)
Road Crossing
BHF*
Yes
404
0.075
B(T)
Utility and Const. Buffer
BHF*
Yes
404
0.018
C(P)
Road Crossing
BHF*
Yes
404
0.045
C(T)
Utility and Const. Buffer
BHF*
Yes
404
0.005
D(P)
Road Crossing
BHF*
Yes
404
0.049
D(T)
Utility and Const. Buffer
BHF*
Yes
404
0.005
E(P)
Road Crossing
IMF**
Yes
404
0.058
E(T)
Utility and Const. Buffer
IMF**
Yes
404
0.007
F(P)
Road Crossing
IMF**
Yes
404
0.017
F(T)
Utility and Const. Buffer
IMF**
Yes
404
0.005
G
Road Crossing
HWF**
Yes
404
0.0001
H(P)
Driveway Crossing
HWF**
Yes
404
0.004
H(T)
Const. Buffer
IMF**
Yes
404
0.003
I(P)
Road Crossing
HWF**
Yes
404
0.017
I(T)
Const. Buffer
HWF**
Yes
404
0.002

TL.e Tema- 7/'111n
J(P)
4a.
Open water impact
number Permanent (P)
or Temporary (T)
Road Crossing
HWF**
Yes
404
0.0003
J(T)
3d.
Const. Buffer
IMF**
Yes
404
0.0006
K(P)
Perennial (PER) or
Road Crossing
HWF**
Yes
404
0.024
L(T)
intermittent IN
(
Utility Line
Swamp Forest
Yes
404
0.049
M(P)
5h. Is a dam high hazard permit required?
Driveway Crossing
BHF*
Yes
404
0.01
5k. Method of construction:
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any
impacts require mitigation, then you MUST fill out Section D of this form.
2g. Total Permanent Wetland Impacts:
0.37 AC
3h. Total stream and tributary impacts
NA
Total Temporary Wetland Impacts:
0.13 AC
Total Wetland Impacts:
0.50 AC
2h. Comments: (*Bottomland Hardwood Forest, **Headwater Forest) See Appendix A for details. All Temporarily impacted
wetlands will be restored to their original grade and contour and allowed to re -vegetate naturally.
3. Stream Impacts
4a.
Open water impact
number Permanent (P)
or Temporary (T)
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for
all stream sites impacted.
4d.
Water body type
3a.
3b.
3c.
3d.
3e.
3f. Average
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
stream
Impact length
number Permanent
Flooded Filled Excavated
P1
intermittent IN
(
jurisdiction
width
linear feet
( )
(P) or Temporary m
NA
5g. Comments:
5h. Is a dam high hazard permit required?
E]Yes ®No If yes, permit ID no:
(feet)
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any
impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
Neuse Tar -Pamlico Catawba Randleman Other:
3h. Total stream and tributary impacts
NA
3i. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then
individually list all open water impacts below.
4a.
Open water impact
number Permanent (P)
or Temporary (T)
4b.
Name of water body
(if applicable)
4c.
Type of impact
4d.
Water body type
4e.
Area of impact (acres)
01
4f. Total open water impacts
NA
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use
or purpose of
pond
5c.
Wetland Impacts (acres)
5d. 5e. Upland
Stream Impacts (feet) (acres)
Flo Filled Excavated
Flooded Filled Excavated
P1
5f. Total:
NA
5g. Comments:
5h. Is a dam high hazard permit required?
E]Yes ®No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any
impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
Neuse Tar -Pamlico Catawba Randleman Other:

The Terraces 7/2/19
6b. Buffer Impact number
6c. Reason for impact
6d. Stream name
6e. Buffer mitigation
6f. Zone 1 impact
6g. Zone 2 impact
- Permanent (P) or
required?
(square feet)
square feet)
Temporary (T)
61
6h. Total Buffer Impacts:
NA
NA
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The wetlands on this property meander all over, with islands of uplands, thus avoidance is not possible. The original site plan
proposed 0.75+/- acre of wetland impacts and approximately 80 linear feet of the perennial stream (see Appendix E). Through
strategic design (i.e. only proposing impacts for road crossings), incorporating bottomless culverts and retaining walls, were
practical, the Applicant reduced the impacts by 0.25 -acre and avoided stream impacts, altogether. Additionally, the Applicant
chose to build a low-density subdivision, which discharges treated stormwater back into the wetlands, thereby assuring their
functional value, after the subdivision has been completed, and chose to leave available, buildable uplands forested avoiding
even more impacts for additional road crossings. Lastly, the Applicant reduced the impact area for the temporary utility (i.e.
sewer) crossing, through the Swamp Forest. Unfortunately, due to the sewer line being gravity driven, it cannot be directionally
drilled.
2b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Strict sediment and erosion control measures will be in place prior to beginning work associated with the construction of this lot.
This will ensure that sediment is confined to the limits of disturbance. Work near the stream will only take place during dry
periods.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
To offset the unavoidable impacts to the non -riparian wetland feature, the Applicant proposes to make payment, at a 2 to 1
mitigation to impact ratio, to the North East Cape Fear Umbrella Mitigation Bank (LCFUMB) for 1.0 -acre of riparian wetland
restoration credit.
2a. Does the project require Compensatory Mitigation for
® Yes [:]No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
®DWR ®Corps
®Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑Payment to in -lieu fee program
❑Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: NECFUMB
3b. Credits to be Purchased
Type: Riparian
Quantity: 1.0
3c. Comments: A credit reservation letter will be provided upon the USACE's and DWR's approval of the proposed mitigation.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
NA
4b. Stream mitigation requested:
NA
4c. If using stream mitigation, stream temperature:
NA
4d. Buffer mitigation requested (DWR only):
NA
4e. Riparian wetland mitigation requested:
NA
4f. Non -riparian wetland mitigation requested:
NA
4g. Coastal (tidal) wetland mitigation requested:
NA
4h. Comments
5. Complete if Using a Permittee Responsible Mitigation Plan

The Terraces 7/2/19
5a. If using a permittee responsible mitigation plan, provide a description 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
❑Yes ®No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of
mitigation required.
6c.
6d.
6e.
Zone
Reason for
Total
Multiplier
Required mitigation
impact
impact
(square feet)
Zone 1
NA
NA
3 2 for Catawba
NA
Zone 2
NA
NA
1.5
NA
6f. Total
buffer mitigation required:
NA
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee
responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
NA
6h. Comments:
E. 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
❑Yes ®No
the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑Yes [:]No
2. Stormwater Management Plan
2a. What is the overall percent of impervious area of this project?
24%
2b. Does the project require a Stormwater Management Plan?
®Yes ❑No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
This project will entail installing a low density, stormwater management system, which consist of curb outlets, with vegetated
swales, that will discharge stormwater back into the remaining wetlands.
2e. Who will be responsible for the review of the Stormwater Management Plan?
NC DEMLR
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
NA
❑Phase II
3b. Which of the following locally -implemented stormwater management programs apply (check
❑ NSW USMP
❑Water Supply Watershed
all that apply):
[]Other:
3c. Has the approved Stormwater Management Plan with proof of approval been attached?
❑Yes ®No
4. DWR Stormwater Program Review
®Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been attached?
❑Yes ®No
5. DWR 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
®Yes ❑No

ThP TPrrarpc 7/2/19
5b. Have all of the 401 Unit submittal requirements been met?
®Yes []No
F. Supplementary Information
1. Environmental Documentation (DWR Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public
❑Yes ®No
(federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an environmental
document pursuant to the requirements of the National or State (North Carolina)
❑Yes []No
Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the State
❑Yes ❑No
Clearing House? (if so, attach a copy of the NEPA or SEPA final approval letter.) Comments:
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules
(15A NCAC 2H .1300), DWR Surface Water or Wetland Standards, or Riparian Buffer Rules
❑Yes ®No
(15A NCAC 2B.0200)?
2b. Is this an after -the -fact permit application?
❑Yes ®No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
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?
❑Yes ®No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent
DWR policy. If you answered "no," provide a short narrative description.
The proposed development will not provide access to currently inaccessible, undeveloped land and stormwater ponds are not
required, thus dewatering of wetlands is not anticipated.
4. Sewage Disposal (DWR Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from the proposed
project, or available capacity of the subject facility.
Sewer will be provided by the Town of Surf City.
S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?
❑Yes ®No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?
[]Yes ®No
5. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The subject property is located within a heavily developed area, as well as SEGPs previous evaluation of Endangered Species
(ES) and Designated Critical Habitat (DCH), for The Arbors, located adjacent and south of the project areas, the project is not
likely to adversely impact ES or DCH.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
[]Yes ❑No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
This property is not adjacent to a waterbody that would provide 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 (e.g., National Historic Trust
[]Yes ®No
designation or properties significant in North Carolina history and archaeology)?

The Terraces 7/2/19
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
There are no existing structures on the property and there are no "known occurrences" within 1 mile of the tract, which is based
upon the SHPO's environmental review, for The Arbors, which is just south of the subject property. Therefore, a request for
SHPO environmental review seemed unnecessary, for this project.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑Yes ®No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Pender County GIS Flood Map (see Appendix F).
'�
Dana A. Lutheran
�"
2 July 2019
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

The Terraces 7/2/19
Appendix A
The Terraces Site Plan & Wetland Impact Map

I I BOUNDARY. TYP.
RETAINING WALL,
TYP.'
41
O
43
45
49 I I 50
I
A
PROPOSED
LOT LINE, TYP. 1
38
\
39 \ \
/
53
F
Weiland Impacts - EX -1
The Terraces
Town of Surf City, North Carolina
Date: 06.26.2019
BOUNDARY. TYP.
LS /
0
— —' WETLAND
23 � EXTENTS, TYP;
© 1
21
20 1
•14 �� O 3
/PRIVATE DRIVEWAY-
/, WETLAND IMPACTS
18 `�
EXISTING UNNAMED /
IN�TEyR,MITTENT STREAM
/1 /5
_NNA
\ TEMPORARY WETLAND IMPACT
FOR UTILITY & RETAINING WALL
CONSTRUCTION, TYP.
16 1 15 1
1
r -e 1 L0 TEMPORARY
/
WETLAND
IMPACT,TYP. ST`REAMIMPACT
O Oq 10 / 13 1 14 /
/TEMPORARY WETLAND yin^
/IMPACT FOR RETAINING
\ WALL CONSTRUCTION, P. I — EXISTING UNNAMED -
/ / / / PERENNIAL STREAM
/TE DRIVEWAY / RETAIN NG WALLD,
♦ ` LAND IMPACT TYP.
m
\
Thi
1 1
1 >
l O l O l O \
OI©�©i�l 1 �
1 1 �
BRICKYARD COURT -.--- — - ..
PUBIIC IL
10 LF TEMPORARY
STREAMIMPACT
TEMPORARY WETLAND
IMPACT FOR INSTALLATION
�— OF SANITARY SEWER MAIN
/ I
I]LEGEND1
11
JURISDICTIONAL WETLAND IMPACTS
II
I'
TEMPORARY WETLAND IMPACT
SF
STREAM
SF
STREAM IMPACT
SITE DATA
SITEACREAGE 40.56 AC.+/-
TEMPORARY STREAM IMPACT 14 LF (TOTAL)
III I 1 NOTE: SEE EX -2 AND EX -3 FOR FURTHER
_ I LL _jBREAK
1 DOWN OF WETLAND IMPACT AREAS
� 55—
55 —
11
11 �
WETLAND IMPACTS
MPACTAREA
PERMANENT TEMPORARY
IMPACT IMPACT
SF
ACRES
SF
ACRES
A'
2,993
0.069 1,620 0.037
'B'
3,279
0.075
778
0.018
'C'
1,968
0.045
218
0.005
'D'
2,150
0.049
219
0.005
'E'
2,545
0.058
295
0.007
'F'
727
0.017
210
0.005
'G'
6
0.0001
0
0.000
'H'
191
0.004
128
0.003
11'
743
0.017
97
0.002
'1'
14
0.0003
28
0.0006
'K'
1,041
0.024
0
0.000
'L'
0
0.000 2,121 0.049
.M.
416
0.010
0
0.000
SUB -TOTALS= 16,073 0.369 5,714
0.131
TOTALWETLAND
IMPACTS=
21,787
W.
SF
ACRES
/
/
/
/
PARAMOUNTE F
c
Wilmington, North Carolina 28403
/ [phone] (0) [phone] (F) R
/ NC I# #: C-2846 /0
Pmja #: 17180TE
F
Scale: 1" = 60' at 22"x34" C
1"= 120'at 11" x 17"
(AIN G
I
North 01 30' 60• 120'

(SO
O
PROPOSED
RETAINING WALL,
/TYP. DESIGNED
i BY OTHERS.
`L'
Q 2' WIDE TEMPORARY
CONSTRUCTION BUFFER
FOR RETAINING WALL, TYP.
1
IMPACT AREA 'D'
D = 2,150 SF ( 0.049 AC.)
D1 = 68 SF (0.002 AC.) - TEMP.
D2 = 151 SF (0.003 AC.) - TEMP.
PROPOSED PERMANENT CULVERT CROSSING
SS
D CULVERTS ON STRIP FNTECH OTINGS WITH 13 FT
CULVERTS ON STRIP FOOTINGS WITH 13 FT
SPAN 8 3 FT RISE (OR SIMILAR APPROVED
PRODUCT). TIE INTO RETAINING WALLS
(DESIGNED BY OTHERS).
B �.._
2' WIDE TEMPORARY
CONSTRUCTION BUFFER
FOR RETAINING WALL, TYP.
LEGEND
JURISDICTIONAL WETLAND IMPACTS STREAM
TEMPORARY WETLAND IMPACT STREAM IMPACT
PROPOSED
RETAIN
//WALL, TYP.
BY OTH RSDES GNIED
A - 61
IMPACT AREA 'E'
PROPOSED RETAINING -�
3
�/ WALL, TYP. DESIGNED
BY OTHERS.
Wetland Impact Map - EX -2
\
PROPOSED PERMANENT
The Terraces
BY OTHERS) 0 56' SKEW /
Town of Surf City, North Carolina
PROPOSED 12'
WIDE GRAVEL
Date: 06.26.2019
b� NSR
DRIVEWAY TO
p ('
SC
(2) 33LF#21 CONTECH ALUM. BOTTOMLESS
CULVERTS ON STRIP NGS WITH 13 FT
R OiE
mr
PUMP STATION
/
FOR RETAINING WALL, TYP. (DESIGNED BY OTHERS).
y
60 I 34 '
_
EXISTING UNNAMED
INTERMITTENT
PROPOSED RETAINING WALL, TYP.
STREAM
PROPOSED PERMANENT
TEMP.
h'
DESIGNED BY OTHERS.
PROPOSED
h 2'WIDE
CULVERT CROSSING
CONSTRUCTION (4) 36 LF i26 CONTECH ALUM.
/ /
ate" R
RETAINING WALL,
TYP. DESIGNED BY
BUFFER,TYP.
-
BOTTOMLESS CULVERTS ON
2' WIDE TEMPORARY
CONSTRUCTION BUFFER
OTHERS.
�
�
STTRIPFOOTINGS ( ROX SIMILAR
APPROVED PRODUCT) WITH 14.5
FT SPAN & 3.3 FT RISE. TIE INTO
.4
\
FOR RETAINING WALL, TYP.
PRIVATE DRIVEWAY'
/
t,
WETLAND IMPACT
TEMP. STREAM
- ` -
RETAINING WALLS (DESIGNED BY
15" RCP 15 LF
/11 WET5'
/�-
TEMPORARY -*'PEDESTRIAN
WETLAND IMPACT A - -
,
WIDE PROPOSED
BRIDGE
CROSSING WETLANDS
IMPACT #1 (2 LF)
:,a
OTHERS)
q I (1)
DRIVEWAY CULVERT
C ,pCS
PRIVATE DRIVEWAY
/
/
FOR UTILITIES
,
' WETLAND IMPACT
® r
/
CONSTRUCTION
B
(1) 15" RCP 15 LF
_ TEMPORARY WETLAND
IMPACT FOR UTILITY
-- `---
L
5' WIDE CONCRETE
\ C T /\ r DRIVEWAY CULVERT
- AND RETAINING WALL
�1 CONSTRUCTION
�-
3
SIDEWALK, TYP.
�ir
5' WIDE
'mss.
CONCRETE
WET WE� WE
kFr
i
'+
f
SIDEWALK,
TYP.
M
r
c �C
O4
/
PROPOSED PERMANENT 'a
CULVERT CROSSING
(2) 40.5 LF $26 CONTECHALUM. IMPACT 02 (2 LF)
BLS 'PO
•" ' �'�-Tp"'•'• •.
• ,
O PROPOSED PERMANENT CULVERT CROSSING
(2) 36 LF •26 CONTECH ALUM. BOTTOMLESS
BOTTOMLESS BOX CULVERTS ON
/ / CR
/ TRELLIS
• 0 BOX CULVERTS ON STRIP FOOTINGS (OR
' G J
�•, Q V SIMILAR APPROVED PRODUCT) WITH 14.5 FT
STRIP FOOTINGS (OR SIMILAR -
EXISTING UNNAMED �%
APPROVED PRODUCT WITH 14.5 FT -
) PROPOSED RETAINING -
SPAN 6 3.3 FT RISE 72° SKEW. TIE PERENNIAL STREAM
TYP.
L7 RINRO D
(50'PUBLIC
/ /
1 Z
O'��P SPAN 8 FT RISE. TIE INTO RETAINING
R
C
/~WALL,
INTO RETAINING WALLS BY OTHERS.DESIGNED
T
DE
WALLS (DESIGNED BY OTHERS)
(DESIGNED BY OTHERS)
IMPACT AREA 'A'
IMPACT AREA 'B'
IMPACT AREA 'C'
A = 2,762 SF0.063 AC.
( )
B = 2,083 SF (0.048 AC.) B5 = 117 SF (0.003 AC.)
C = 1,968 SF (0.045 AC.)
Al = 105 SF (0.002 AC.)
BI = 124 SF (0.003 AC.)
CI - 218 SF (0.005 AC.) -TEMP.
A2 = 126 SF (0.003 AC.)
B6 = 192 SF (0.004 AC.)
B2 = 454 SF (0.010 AC.)
A3 = 767 SF (0.018 AC.) - TEMP.
B7 = 385 SF (0.009 AC.) - TEMP.
B3 = 189 SF (0.004 AC.)
PRIVATE DRIVEWAY IMPACTS
A4 = 853 SF (0.020 AC.) - TEMP.
B8 = 393 SF0.009 AC. -TEMP.
B4 = 120 SF (0.003 AC.) ( )
IMPACT M = 222 SF (0.005 A
IMPACT M1 = 194 SF (0.004 AC-)
(SO
O
PROPOSED
RETAINING WALL,
/TYP. DESIGNED
i BY OTHERS.
`L'
Q 2' WIDE TEMPORARY
CONSTRUCTION BUFFER
FOR RETAINING WALL, TYP.
1
IMPACT AREA 'D'
D = 2,150 SF ( 0.049 AC.)
D1 = 68 SF (0.002 AC.) - TEMP.
D2 = 151 SF (0.003 AC.) - TEMP.
PROPOSED PERMANENT CULVERT CROSSING
SS
D CULVERTS ON STRIP FNTECH OTINGS WITH 13 FT
CULVERTS ON STRIP FOOTINGS WITH 13 FT
SPAN 8 3 FT RISE (OR SIMILAR APPROVED
PRODUCT). TIE INTO RETAINING WALLS
(DESIGNED BY OTHERS).
B �.._
2' WIDE TEMPORARY
CONSTRUCTION BUFFER
FOR RETAINING WALL, TYP.
LEGEND
JURISDICTIONAL WETLAND IMPACTS STREAM
TEMPORARY WETLAND IMPACT STREAM IMPACT
PROPOSED
RETAIN
//WALL, TYP.
BY OTH RSDES GNIED
A - 61
IMPACT AREA 'E'
PROPOSED RETAINING -�
3
�/ WALL, TYP. DESIGNED
BY OTHERS.
�
L
\
PROPOSED PERMANENT
`
CULVERT CROSSING
�J (1) 49 LF -15" RCP CULVERT TO TIE
r INTO RETAINING WALLS (DESIGNED
BY OTHERS) 0 56' SKEW /
(SO
O
PROPOSED
RETAINING WALL,
/TYP. DESIGNED
i BY OTHERS.
`L'
Q 2' WIDE TEMPORARY
CONSTRUCTION BUFFER
FOR RETAINING WALL, TYP.
1
IMPACT AREA 'D'
D = 2,150 SF ( 0.049 AC.)
D1 = 68 SF (0.002 AC.) - TEMP.
D2 = 151 SF (0.003 AC.) - TEMP.
PROPOSED PERMANENT CULVERT CROSSING
SS
D CULVERTS ON STRIP FNTECH OTINGS WITH 13 FT
CULVERTS ON STRIP FOOTINGS WITH 13 FT
SPAN 8 3 FT RISE (OR SIMILAR APPROVED
PRODUCT). TIE INTO RETAINING WALLS
(DESIGNED BY OTHERS).
B �.._
2' WIDE TEMPORARY
CONSTRUCTION BUFFER
FOR RETAINING WALL, TYP.
LEGEND
JURISDICTIONAL WETLAND IMPACTS STREAM
TEMPORARY WETLAND IMPACT STREAM IMPACT
PROPOSED
RETAIN
//WALL, TYP.
BY OTH RSDES GNIED
A - 61
IMPACT AREA 'E'
PROPOSED RETAINING -�
3
�/ WALL, TYP. DESIGNED
BY OTHERS.
E = 1,995 SF (0.046 AC.) E2 = 428 SF (0.010 AC.)
El = 122 SF (0.003 AC.) E3 = 104 SF (0.002 AC.) - TEMP.
E4 = 191 SF (0.004 AC.) - TEMP.
IMPACT AREA 'F'
F = 234 SF (0.005 AC.)
FI = 106 SF (0.002 AC.)
F2 = 387 SF (0.009 AC.)
F3 = 87 SF (0.002 AC.) - TEMP.
F4 = 123 SF (0.003 AC.) - TEMP
pARAMOUNTE
Wamington, North Carolina 28403
[phone] (0) [phone] (F)
NC License #: C-2846
Pmjece #: 17180.PE
IMPACT AREA 'G'
G = 6 SF (0.0001 AC.)
Scale: 1" = 30' at 22" x 34"
1"=60'at11"x17"
0 15' 30' 60'
North
PAVER ANE
F (so' PUBww1
\\j
i
b� NSR
L
4 PROPOSED PERMANENT CULVERT CROSSING
p ('
SC
(2) 33LF#21 CONTECH ALUM. BOTTOMLESS
CULVERTS ON STRIP NGS WITH 13 FT
R OiE
2' WIDE TEMPORARY SPAN a 3 FT RISE (OR SIMILAR APPROVED
CONSTRUCTION BUFFER PRODUCT). TIE INTO RETAINING WALLS
FOR RETAINING WALL, TYP. (DESIGNED BY OTHERS).
y
60 I 34 '
E = 1,995 SF (0.046 AC.) E2 = 428 SF (0.010 AC.)
El = 122 SF (0.003 AC.) E3 = 104 SF (0.002 AC.) - TEMP.
E4 = 191 SF (0.004 AC.) - TEMP.
IMPACT AREA 'F'
F = 234 SF (0.005 AC.)
FI = 106 SF (0.002 AC.)
F2 = 387 SF (0.009 AC.)
F3 = 87 SF (0.002 AC.) - TEMP.
F4 = 123 SF (0.003 AC.) - TEMP
pARAMOUNTE
Wamington, North Carolina 28403
[phone] (0) [phone] (F)
NC License #: C-2846
Pmjece #: 17180.PE
IMPACT AREA 'G'
G = 6 SF (0.0001 AC.)
Scale: 1" = 30' at 22" x 34"
1"=60'at11"x17"
0 15' 30' 60'
North

52
rBY
/000
t
b
53 POSED RETAINING
AL
WALL, TYP. `ERS.DESIGNED -10 -10
IMPACT AREA 'H'
H = 142 SF (0.003 AC.) H2 = 70 SF (0.002 AC.) - TEMP.
H1 = 49 SF (0.001 AC.) H3 = 58 SF (0.001 AC.) - TEMP.
LEGEND
JURISDICTIONAL WETLAND IMPACTS RPW
TEMPORARY WETLAND IMPACT RPW IMPACT
Wetland Impact Map - EX -3
The Terraces
Town of Surf City, North Carolina
Date: 06.26.2019
2' WIDE TEMPORARY
CONSTRUCTION BUFFER
FOR RETAINING WALL, TYP.
1
O VV
mr 1
to
PROPOSED RETAINING
WALL, TYP. DESIGNED
BY OTHERS.
IMPACT AREA 'I'
I = 743 SF (0.017 AC)
II = 36 SF (0.0008 AC.) - TEMP.
I2 = 61 SF (0.001 AC.) - TEMP.
IMPACT AREA 'J'
J = 14 SF (0.0003 AC.)
J1 = 28 SF (0.0006 AC.) - TEMP.
T WIDETEMPORARY
PROPOSED PERMANENT
ONSTRUCTION BUFFER H
CULVERT CROSSING
FO
t RETAINING WALL, TYP.
(1) 41 LF - 18' RCP CULVERT TO
- al
DPA OK '4430p0
T.
\
\
TIE INTO RETAINING WALLS
S
(DESIGNED BY OTHERS)
054 y3M
If 3 1'
'ROPOS
s
D PERMANENT CULVERT CROSSING � CJC
J V
(1) 1
LF CONTECH TSERIES SINGLE LEAF
5' WIDE CONCRETE—'
ARCH BC
T
TTOMLESS CULVERT - BEBO SERIES
WITH 24FT SPAN & 3.19FT RISE (OR
SIDEWALK, TYP.
SIM
APPROVED PRODUCT). TIE INTO 5 �.
_ �O
RETAI
ING WALLS (DESIGNED BY OTHERS).
IMPACT AREA 'H'
H = 142 SF (0.003 AC.) H2 = 70 SF (0.002 AC.) - TEMP.
H1 = 49 SF (0.001 AC.) H3 = 58 SF (0.001 AC.) - TEMP.
LEGEND
JURISDICTIONAL WETLAND IMPACTS RPW
TEMPORARY WETLAND IMPACT RPW IMPACT
Wetland Impact Map - EX -3
The Terraces
Town of Surf City, North Carolina
Date: 06.26.2019
2' WIDE TEMPORARY
CONSTRUCTION BUFFER
FOR RETAINING WALL, TYP.
1
O VV
mr 1
to
PROPOSED RETAINING
WALL, TYP. DESIGNED
BY OTHERS.
IMPACT AREA 'I'
I = 743 SF (0.017 AC)
II = 36 SF (0.0008 AC.) - TEMP.
I2 = 61 SF (0.001 AC.) - TEMP.
IMPACT AREA 'J'
J = 14 SF (0.0003 AC.)
J1 = 28 SF (0.0006 AC.) - TEMP.
IMPACT AREA 'K'
1,041 SF (0.024 AC.)
iso, pb l �l ),�/
*E "'STING UNNAMED
PERENNIAL STREAM
10LFTEMPORARY /
STREAMIMPACT
10' WIDE TEMPORARY /
/
WETLAND CONST CONSTRPACT UCTION
/
/ CONSTRUCTION OF
SANITARY SEWER •` /
IMPACT AREA 'L'
2,121 SF (0.049 AC.) - TEMP.
PARAMOUNTE
lC &imgton, North Carolina 28403
[phone] (0) [phone] (F)
NC 1— #: C-2&16
Pmj—#: 17180TE
Scale: 1" = 30' at 22" x 34"
o' 15' 30' 60'
North
Dst
D 8� � 803 et
f
- al
DPA OK '4430p0
T.
\
\
00GF. 086
NF: R60j4j
S
IMPACT AREA 'K'
1,041 SF (0.024 AC.)
iso, pb l �l ),�/
*E "'STING UNNAMED
PERENNIAL STREAM
10LFTEMPORARY /
STREAMIMPACT
10' WIDE TEMPORARY /
/
WETLAND CONST CONSTRPACT UCTION
/
/ CONSTRUCTION OF
SANITARY SEWER •` /
IMPACT AREA 'L'
2,121 SF (0.049 AC.) - TEMP.
PARAMOUNTE
lC &imgton, North Carolina 28403
[phone] (0) [phone] (F)
NC 1— #: C-2&16
Pmj—#: 17180TE
Scale: 1" = 30' at 22" x 34"
o' 15' 30' 60'
North

z z z
PARAMOUNTE
PORTICO COURT 3 3 TRELLIS ROAD
50' PUBLIC RIGHT-OF-WAY a �a 50' PUBLIC RIGHT-OF-WAY E N G 1 N E E K I
122 Cinema Drive
Wilmington, North Carolina 28403
L) Q U Q
[phone] (0) [phone] (�
a a
ZIP NC License #: C-2846
— PERMANENT WETLAND g -� J — PERMANENT WETLAND ¢ J 4 J
w_JIMPACT AREA /„) IMPACT AREA �� F
c TEMPORARY WETLAND CYv TEMPORARY WETLAND �$
'✓A IMPACT AREA / iC/ld IMPACT AREA
2' VERTICAL
l'SPILL c&G Wetland Impact - EX -4
2 FT /V
PROPOSED 5' WIDE VERTICAL PROPOSED CURB PROPOSED Wetland Impact Cross Sections
CONCRETE SIDEWALK, C&G GRADE, TYP. PROPOSED 5' WIDE GRADE, TYP. p
TYPfAPEDESTRIAN BRIDGE The Terraces
/ 1/4” PER FT 1/4" PER FT � I 1/4" PER FT 1/4" PER FT
EX. GRADE, TYP. I I I I EX. GRADE, TYP. I I EX. STREAM,
_. 7 L- TSP. Town of Surf City, North Carolina
OSED ED PROPOSED 5'
PROPOSED O FORCE MAIN O SAO ARY WATER MPOSED AIN PROPOSED OWATER SMAIN WIDE CONCRETE Date: 06.26.2019
RETAINING SEWER RETAINING SIDEWALK, TYP.
WALL, TYP. WALL, TYP. PROPOSED (2) 40.51-F ALUM.
PROPOSED (2) 36LF ALUM. BOTTOMLESS BOTTOMLESS CULVERTS WITH 14.5FT
CULVERTS WITH 14.5FT SPAN & 3.3 FT RISE, ON SPAN & 3.3 FT RISE, ON STRIP FOOTINGS.
STRIP FOOTINGS. TIE INTO RETAINING WALLS. TIE INTO RETAINING WALLS.
WETLAND IMPACT AREA 'A' WETLAND IMPACT AREA'B'
TYP. COLLECTOR STREET - PORTICO COURT TYP. COLLECTOR STREET - TRELLIS ROAD
CROSS SECTION CROSS SECTION
NOT TO SCALE NOT TO SCALE
w w
? i w w
J J Z Z
TRELLIS ROAD TRELLIS ROAD
50' PUBLIC RIGHT-OF-WAY 50' PUBLIC RIGHT-OF-WAY
Q Q
U r -+
d
wr a a V
a I Lu <
TEMP.STREAM y y ZIM I ZI
� 4FT PERMANENT WETLAND JIMPACT AREA _ IMPACT AREAI TEMPORARY WETLAND Q1'SPILL IMPACT AREA C)CURB 2'VEPROPOSED P4
PROPOSEDPROPOSED 5'WIDE GRADE, TYP. GRADE, TYP.PEDESTRIAN BRIDGE 1/4" PER FT 1/4EX. GRADE, TYPI PROPOSED 5'1/4" PER FT 1/4" PER FT /,I WIDE CONCRETEEX. GRADE, TYP. I EX. STREAM, -- SIDEWALK, TYP.
TYP.PROPOSED POSED 5' PROPOSED
PROPOSED OWATER MAIN WIDE CONCRETE 2' VALLEY C&G O PROPOSED O PROPOSED
RETAINING SIDEWALK, TYP. WATER MAIN SANITARY RETAINING H
WALL, TYP. PROPOSED (2) 40.5LF ALUM. SEWER WALL, TYP. O
BOTTOMLESS CULVERTS WITH 14.5FT 2' VERTICAL C&G Z
SPAN & 3.3 FT RISE, ON STRIP FOOTINGS.
TIE INTO RETAINING WALLS. Z
TEMPORARY STREAM IMPACT@IMPACT AREA'B' WETLAND IMPACT AREA'C' C7
TYP. COLLECTOR STREET - TRELLIS ROAD
TYP. COLLECTOR STREET - TRELLIS ROAD
CROSS SECTION CROSS SECTION r-)
NOT TO SCALE a
NOT TO SCALE �,
z
w

Uj z z z PARAMOUNTE
TRELLIS ROAD PAVER LANE 3
50' PUBLIC RIGHT-OF-WAY 50' PUBLIC RIGHT-OF-WAY 3 E n4 G I N E E R 1 IV G. I
122 Cinema Drive
Wilmington, North Carolina 28403
9f [phone] (0) [phone] (F)
DIN I I olf �ZI� I I old NC License #: C-2846
- PERMANENT WETLAND ¢ z - PERMANENT WETLAND ¢ I
IMPACT AREA FF,/,I �_�IMPACT AREA
vo
4
c TEMPORARY WETLAND TEMPORARY AREA RPYEAWETLAND /16IMPACTAREA �
r"4
2 FT Y NO 2 FT 0/1
Wetland Impact - EX-5
PROPOSED 5' VERTICAL PROPOSED PROPOSED5' VERTICALPROPOSED Wetland Impact Cross Sections
WIDE CONCRETE C&G GRADE, WIDE CONCRETE C&G GRADE,
SIDEWALK, TYP. TYP SIDEWALK, TYP. TYP. The Terraces
/ /114'R FT 1/4";PERFT / /1/4"R FT 1/4"NPERFT
EX. GRADE, TYP. I I EX. GRADE, TYP.
J_ Town of Surf City, North Carolina
PROPOSED O WATER MAIN PROPOSED O SANITARY PROPOSED IN
PROPOSED PSANITTARYY WATER MAROPOSEDO O Date: 06.26.2019
RETAINING SEWER RETAINING SEWER
WALL, TYP. PROPOSED (1) 49 LF - 15" RCP CULVERT TO WALL, TYP. PROPOSED (2) 39 LF ALUM. BOTTOMLESS
TIE INTO RETAINING WALLS @ 56" SKEW CULVERTS WITH 13FT SPAN & 3 FT RISE, ON
STRIP FOOTINGS. TIE INTO RETAINING WALLS.
WETLAND IMPACT AREA'D' WETLAND IMPACT AREAE'
TYP. COLLECTOR STREET - TRELLIS ROAD TYP. COLLECTOR STREET - PAVER LANE
CROSS SECTION CROSS SECTION A
NOT TO SCALE NOT TO SCALE
wLU
z z z z
PAVER LANE
50' PUBLIC RIGHT-OF-WAY PAVER LANE 3
50' PUBLIC RIGHT-OF-WAY a
C)
a a v U V
-� PERMANENT WETLANDIN I JIB old I 17d- I r
IMPACT AREA �� �I - PERMANENT WETLAND
3� 11 �I �_�IMPACTAREA I���I z
F P/,l
TEMPORARY WETLAND v��j�, TEMPORARY WETLANOIMPACTAREAL�/1� IMPACT AREA PROPOSED 5'WIDEU
2'VALLEY I CONCRETE SIDEWALK,
PROPOSED 5' CURB I N/ 2 FT �/ TYP.
WIDE CONCRETE PROPOSED VERTICAL
0 -2
SIDEWALK, TYP. I GRADE, TYP. C&G
1/4" PER FT 1/4" PEIFT
- / 1/4" PER FT 1/4' PER FT �1 W
EX. GRADE, TYP. I - Q
EX. GRADE, TYP.
2' VERTICAL PROPOSED I
_J '
C&G PROPOSED PROPOSED GRADE, TYP. J- J--
PROPOSED O SANITARY WATER MAIN O PROPOSED OPROPORED WATEPROPR
MO
RETAINING SEWER RETAINING SANITARY WATER MAIN O
WALL, TYP. SEWER
WALL, TYP. PROPOSED (2) 33 LF ALUM. BOTTOMLESS Z
CULVERTS WITH 13FT SPAN & 3 FT RISE, ON '
STRIP FOOTINGS. TIE INTO RETAINING WALLS. z
WETLAND IMPACT AREA'E' WETLAND IMPACT AREA'F' W
TYP. COLLECTOR STREET - PAVER LANE TYP. COLLECTOR STREET - PAVER LANE Ca
CROSS SECTION B CROSS SECTION
NOT TO SCALE NOT TO SCALE Z
w

�—" PERMANENT WETLAND
—� IMPACT AREA
TEMPORARY WETLAND
✓Ij IMPACT AREA
PROPOSED
GRADE, TYP.
U
a
EX. GRADE, TYP.,
PROPOSED
RETAINING
WALL, TYP.
15' PRIVATE DRIVEWAY
1/4" PER FT 1/4" PER FT
PROPOSED (1) 18 LF SINGLE LEAF ARCH
BOTTOMLESS CULVERT WITH 24 FT SPAN &
3.19 FT RISE. TIE INTO RETAINING WALLS.
WETLAND IMPACT AREA W
TYP. COLLECTOR STREET - PRIVATE
DRIVEWAY @ END OF BALUSTRADE WAY
CROSS SECTION
NOT TO SCALE
H
Q
a
iZF-
-� PERMANENT WETLAND ZiM
IMPACT AREA F-
�TEMPORARY WETLAND �I
IMPACT AREA
PROPOSED 5'
WIDE CONCRETE T
SIDEWALK, TYP. I
Lu z PARAMOUNTE
3 ROSEDALE DRIVE
a 50' PUBLIC RIGHT-OF-WAY E r4 G I N E E K I " G. I
122 Cinema Drive
U Q
Wilmington, North Carolina 28403
[phone] (0) [phone] (F)
�I 1 I ?I NC License #: C-2846
—� PERMANENT WETLAND
IMPACT AREA
v TEMPORARY WETLAND
IMPACT AREA
2 F
PROPOSED 5' VERTICAL PROPOSED
WIDE CONCRETE C&G GRADE,
SIDEWALK, TYP. TYp
/ /1/4" PER FT 1/4" PER FT
EX. GRADE, TYP. I —
PROPOSED 0 PROPOSED O D
WATER MAIN SANITARY
RETAINING SEWER
WALL, TYP. PROPOSED (1) 41 LF - 18" RCP CULVERT
TO TIE INTO RETAINING WALLS
WETLAND IMPACT AREA T
TYP. COLLECTOR STREET - ROSEDALE DRIVE
CROSS SECTION
NOT TO SCALE
w w
z z
J J
ROSEDALE DRIVE
50' PUBLIC RIGHT-OF-WAY
U
Q
a
�r
QZ
J
WI
3I
2 FT VALLEY I
I
EX. GRADE,
C&G
TYP.
1/4" PER FT 1/4" PER FT
PROPOSED
GRADE,
TYP O PROPOSED O PROPOSED
WATER MAIN PROPOSED SANITARY
STORM SEWER SEWER
WETLAND IMPACT AREA W
TYP. COLLECTOR STREET - ROSEDALE DRIVE
CROSS SECTION
NOT TO SCALE
Wetland Impact - EX -6
Wetland Impact Cross Sections
The Terraces
Town of Surf City, North Carolina
Date: 06.26.2019
z
C
--+
F-'
U
O
U
Q
W
r4
z
z
W
r�
a
z
w

The Terraces 7/2/19
Appendix B
Pender County GIS Aerial and Parcel Info
10

Hwy g `Y 17 Holdings II LLP
nch = 505 feet N
E
June 15, 2018 W
Description: 10.70AC PB 60/116 A BURKE EST
Subdivision:
Tax Codes: G01 C53 R40
Sale Price: $50,000
Sale Date: 2017-06-07
Plat: 00600116
Account No: 975847
Township: TOPSAIL
S
Acres: 10.7
Land Value: $170,520
Building Value: $0
Total value: $170,520
Deferred Value: $0
Exempt Amount:
PCL Class: R
Heated Sq Feet:
1:6,054
0 0.05
0.1 0.2 mi
0 0.075
0.15 0.3 km
PIN:
4215-88-4211-0000
Owner:
HWY 17 HOLDINGS II LLC
6310 SEAMIST CT
WILMINGTON, NC 28409
Deed Ref:
4644/2113
Property
17 HWY
Address:
Hwy g `Y 17 Holdings II LLP
nch = 505 feet N
E
June 15, 2018 W
Description: 10.70AC PB 60/116 A BURKE EST
Subdivision:
Tax Codes: G01 C53 R40
Sale Price: $50,000
Sale Date: 2017-06-07
Plat: 00600116
Account No: 975847
Township: TOPSAIL
S
Acres: 10.7
Land Value: $170,520
Building Value: $0
Total value: $170,520
Deferred Value: $0
Exempt Amount:
PCL Class: R
Heated Sq Feet:

The Terraces 7/2/19
Appendix C
Agent Authorization
11

The Terraces 7/2/19
5EGi
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: 39.87AC PB 60/115 ALSTON BURKE
LOT NO. PLAN NO. PARCEL I.D. 4215-87-9642-0000
STREET ADDRESS: NC17
Property Owner (please print):
HWY 17 HOLDINGS LLC
The undersigned, registered property owner of the above noted property, does hereby authorize
Southern Environmental Group, Inc. (SEGi) to act on their behalf in matters regarding areas of
environmental concern.
Property Owner's Address (if different than property above):
6310 SEAMIST CT
WILMINGTON, NC 28409
Telephone:
We hereby certify the above information submitted in this application is true and accurate to the best of
our knowledge.
Property Own rAu prized Si ature SEGi Authorized Signature
G 'r
v
Print Name
7/31/2018
Date
David Scibetta
Print Name
7/31/2018
Date

The Terraces 7/2/19
Appendix D
Topographic, Soils & LiDAR Maps
12

The Terraces Property Line
Approx. Wetlands 2018
0 75 150 300 450 600
Feet
1 inch = 150 feet
Map Source: NCOneMap Orthoimagery,
Soil Survey of Pender Co.
The Terraces 7/2/19
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The Terraces
Surf City, Pender Co., N.C. '" 1
8/3/2018 014-027.02 s �'

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Feet
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Surf City, Pender Co., N.C. �( '
Map Source: NC Flood Mapping Program UDAR Datas SEG
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Surf City, Pender CO., N.C.
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11/15/2018 014-027.02 s

The Terraces 7/2/19
Appendix E
The Terraces Original Impact Map
13

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The Terraces 7/2/19
Appendix F
Pender County GIS Flood Map
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14