20191603 Ver 1_PCN Form Submission_20191120

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes IT No
Change only if needed.
BIMS # Assigned
20191603
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Wilmington Regional Office - [phone]
Information for Initial Review
1a. Name of project:
East and Mason
1a. Who is the Primary Contact?*
Kim Williams - Land Management Group
1b. Primary Contact Email:*
[e-mail]
Date Submitted
11/20/2019
Nearest Body of Water
Hewietts Creek; AIWW
Basin
White Oak
Water Classification
SA; HOW; SA ORW
Site Coordinates
Latitude:
34.178858
A. Processing Information
County (or Counties) where the project is located:
New Hanover
Is this project a public transportation project?*
r Yes r No
Longitude:
-77.855172
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Chad Coburn:eads\cccoburn
1c. Primary Contact Phone:*
[phone]
U

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Thomas M. Harriss
2b. Deed book and page no.:
2c. Responsible party:
2d.Address
Street Address
1661 Lament Norwood Road
Address Line 2
City
Pittsboro
Fbstal / Zip Code
27312
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / Rion
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
3. Applicant Information (if different from owner)

3a. Name:
Mr. Jim Caravello
3b. Business Name:
Raleigh Wilmington Investors, LLC
3c.Address
Street Address
1015 Ashes Drive; Suite 202
Address Line 2
City
Wilmington
Postal / Zip Code
28405
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Kim Williams
4b. Business Name:
Land Management Group
4c.Address
Street Address
3805 Wrightsville Avenue; Suite 15
Address Line 2
City
Wilmington
Fbstal / Zip Code
28403
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
State / Province / legion
NC
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
[phone]
Agent Authorization Letter*
Signed Form.pdf 115.47KB
C. Project Information and Prior Project History v
1. Project Information
1b. Subdivision name:
(if appropriate)
East and Mason
1c. Nearest municipality/ town:
Wilmington
2. Project Identification
2a. Property Identification Number:
R06700-005-008-000; R06700-005-007-000
2c. Project Address
Street Address
7420 & 7500 Masonboro Sound Road
Address Line 2
city
Wilmington
Fbstal / Zip Code
28412
3. Surface Waters
2b. Property size:
74.5
State / Province / legion
NC
Country
USA
3a. Name of the nearest body of water to proposed project:*

Hewletts Creek; AIWW
3b. Water Resources Classification of nearest receiving water:*
SA; HOW; SA ORW
3c. What river basin(s) is your project located in?*
White Oak
3d. Please provide the 12-digit HUC in which the project is located.
030203020502
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 currently undeveloped and forested. One home is located in the northeastern portion of the site. Adjacent land use is residential.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
t^ Yes r No t^ 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)
Fig2-Topo.pdf 539.88KB
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)
Figs-Soils.pdf 656.8KB
4f. List the total estimated acreage of all existing wetlands on the property:
-5.6 acres
4g. List the total estimated linear feet of all existing streams on the property:
-1,485 LF
4h. Explain the purpose of the proposed project:*
The purpose of the project is to construct a residential subdivision within the site. Impacts are needed for road crossings.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The residential subdivision will contain a total of 170 units, which will consist of single-family lots and duplexes. Roads, utilities, and stormwater ponds are also proposed. The limits of
disturbance will be cleared of vegetation. Roadways and utilities will be installed. Culverts will be installed as needed (Crossings A, D, E, & G). Then home construction will occur. Track
hoe, loader, dump truck, bob cat, and other standard construction equipment will be used.
4j. Please upload project drawings for the proposed project.
East & Mason - Impact Figures - 2019.11.19.pdf 4.17MB
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:
_MG delineated the site and has submitted a JD request package. The site has not yet been
reviewed by the USACE.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r^ Unknown f N/A
Corps AID Number:
Sc. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Wes Fryar
Agency/Consultant Company: Land Management Group
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r^ Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No
D. Proposed Impacts Inventory

1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries
W Open Waters r Pond Construction
2. Wetland Impacts
r Buffers
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W.
2d. W. name *
2e. Forested *
2f. Type of
Jurisdicition*(?)
2g. Impact
area*
Road Crossing
P
Non-Riverine Swamp Forest
WA
Yes
Both
0.093
(acres)
Al/A2
Road Crossing
T
Non-Riverine Swamp Forest
WA
Yes
Both
0.031
(acres)
B
Road Crossing
P
Pine Flat
�NVA
Yes
Both
0.003
(acres)
C
Road Crossing
P
Non-Riverine Swamp Forest
WA
Yes
Both
0.082
(acres)
D
Road Crossing
P
Non-Riverine Swamp Forest
�NVA
Yes
Both
0.044
(acres)
D1/D2
Road Crossing
T
Non-Riverine Swamp Forest
WA
Yes
Both
0.020
(acres)
E
Road Crossing
P
Riverine Swamp Forest
WA
Yes
Both
0.121
(acres)
E1/E2
Road Crossing
T
Riverine Swamp Forest
WA
Yes
Both
0.047
(acres)
F
Road Crossing
P
ffRiverine Swamp Forest
WA
Yes
Both
0.004
(acres)
G
Road Crossing
P
Riverine Swamp Forest
WA
Yes
Both
0.097
(acres)
G1/G2
Road Crossing
T
rverine Swamp Forest
WA
Yes
Both
0.039
(acres)
2g. Total Temporary Wetland Impact
0.137
2g. Total Wetland Impact
0.581
2h. Comments:
2g. Total Permanent Wetland Impact
0.444
Permanent wetland impacts are for installing roads (culverts/rip rap) to access uplands within the site. Temporary impacts are needed to install
wingwalls.
3. Stream Impacts
3a. Reason for impact (')
3b.lmpact type *
3c. Type of impact*
3d. S. name*
3e. Stream Type*
of
3gSwidth *
3h. Impact(?)
[3f.Type,
urisdiction*
length*
S1
Road Crossing
g
Permanent
Culvert
Impact E
p
Perennial
Both
3
85
Average (feet)
(linearfeet)
g2
Road Crossing
Temporary
Excavation
Impact E1
Perennial
Both
3
20
Average (feet)
(lir�rfeet)
S3
Road Crossing
Temporary
Culvert
Impact E2
Perennial
Both
3
10
Average (feet)
(linearfeet)
�
Road CrossingPermanent
Culvert
Impact G
p
Perennial
Both
3
80
Average (feet)
(lir�rfeet)
S5
Road Crossing
Temporary
Excavation
Impact G1
Perennial
Both
3
20
Aver�ge(feet)
(linearfeet)
S6
Road Crossing
Temporary
Excavation
Impact G2
Perennial
Both
3
10
Aver�ge(feet)
(linearfeet)
3i. Total jurisdictional ditch impact in square feet:
3i. Total permanent stream impacts: 31. Total temporary stream impacts:
165 60

31. Total stream and ditch impacts:
225
3j. Comments:
Permanent stream impacts are for installing culverts/rip rap needed for roads to access uplands within the site. Temporary impacts are needed to
install wingwalls. Final elevation of rip rap will match epsting channel grades.
4.Open Water Impacts
4a. Sited# 4a1. Impact Reason 4b. Impact type 4c. Name of wat,rbody 4d. Activity type 4e. Wate rbody type 4f. Impact area
H Road Crossing P WA Culverts Ditch 0.01
4g. Total temporary open water Impacts:
0.00
4g. Total open water impacts:
0.01
4h. Comments:
4g. Total permanent open water impacts:
0.01
LE. Impact Justification and Mitigation U
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The only impacts proposed are needed for road crossings to access uplands within the site. Several wetland/stream channels extend across the entire
length of the site and some impact was needed for access. Crossing widths have been minimized by using wingwalls. Final elevation of rip rap will
match wasting channel grades.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Crossing widths have been minimized by using wingwalls. A sedimentation and erosion control plan will be implemented during construction to ensure
that sediment does not leave the site.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2c. If yes, mitigation is required by (check all that apply):
f DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
W 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:
Lower Cape Fear Umbrella Mitigation Bank
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Non -riparian wetland 0.4
Riparian wetland 0.4
Attach Receipt and/or letter
3c. Comments
No stream mitigation is proposed because permanent impacts from culverts is only 115 LF. Final elevation of rip rap will match eAsting channel
grades. So no mitigation is proposed for this portion of the stream impact.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Site is located within the White Oak River 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:
fJ Local Government r State
Local Government Stormwater Programs
W Phase II r NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
City of Wilmington
Comments:
Engineer is currently developing the stormwater plan. A stormwater permit will be obtained prior to development.
G. Supplementary Information
1. Environmental Documentation
la. 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 (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
Project will not provide access or utilities to adjacent undeveloped sites.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
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.
Site will tie into municipal system
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 r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. 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?
The NC Natural Heritage Program database was used to determine the presence of federally -listed species. No federally -listed species are known to
occur within the site. Several species have been documented within a one -mile radius of the site including the West Indian manatee, Atlantic sturgeon
and the bald eagle. The site is approximately 0.5 mile from the AIWW and does not provide appropriate habitat for the sturgeon or manatee. The tract
contains a fairly dense canopy of pine and hardwood species and would not be suitable habitat for the red -cockaded woodpecker. Wetlands within the
site appear to be too densely vegetated to provide suitable habitat for the rare plant species known to occur in the county. Forested uplands within
the site may support appropriate roosting habitat for the northern long-eared bat. Since no hibernacula or roosting trees are known to occur in close
proximity to the site, any effect to the species from tree clearing would be exempt per the 4(d) rule.
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
Are there submerged aquatic vegetation (SAV) around the project vicinity?*
r Yes
r No
r Unknown
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
No EFH exists within the site. The site is approximately one-half mile from the AWK The AIWW is EFH for coastal migratory pelagics and snapper
grouper. A sedimentation and erosion control plan will be implemented during construction to ensure sediments do not leave the site. Therefore, no
impacts to EFH are anticipated.
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?*
The NC State Historic Preservation Office HPOWEB GIS mapping resource was used to determine the presence of cultural or historic resources. The
eastern portion of the site (adjacent to Masonboro Sound Rd) is located vnthin the Masonboro Sound Historic District (NH0780). The one existing
structure within the site is located in the northeastern portion of the tract. County records state it was constructed in 1949. It is not clear if it is a part of
this designation.
7c. Historic or Prehistoric Information Upload
SHPO Map.pdf 368.11 KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearflood plain?
*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Service Center Website
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Fig1-Vicinity.pdf 927.6KB
Fig6-Aerial.pdf 909.23KB
PrelimWetlandMap-USACE.pdf 1.08MB
Signature
W 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:
Kimberlee C Williams
v
Signature

Date
11/20/2019

AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
I/we, the undersigned, hereby authorize Land Management Group to act as our agent in the
preparation and representation of information related to the Section 4041401 permit application
for the East and Mason project loeated in Wilmington, NC. All questions regarding this project
should be directed to Land Management Group.
Sincerely,
Applicant
6-PA
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A. rM1lor� ..
5f I# 4
f y -tl-
4
° 0
� s _
jP
s. '.. F,
I
Legend:-..-
4W.r _
MacDonald Site Boundary: 74.5 Acres
Uplands: 68.92 Acres
404 Wetlands- -4.96 Acres
.7
r r
AL
Y
Isolated Wetlands: 0.62 Acres fi �� � �
Waters of the US (RPW): 6,092 L.F."
Stream- -1,485 L.F.
N
Data Point Locations MacDonald Tract
New Hanover County, NC 4-�LMG Preliminary
L:\WETLANDS\2019 WETLANDS FILES\LMG19.355 --- MacDonald LAND MANAGEMENT GROUP Sketch Map
Tract, Jim Caravello\Maps Map Date: 10-18-19 a uavEv. company 0 150 300 600
Boundaries are approximate and not meant to be absolute. LMG19.355 3805 Wrightsville Avenue FeetWilmington, NC 28403
Map Source: 2016 NC OneMap Aerial Photography [phone] Scale applies to 11X17" print.

LEGEND
JURISDICTIONAL WETLAND IMPACTS
TEMPORARY WETLAND IMPACT
STREAM
RPW
STREAM IMPACT
SITE DATA
SITEACREAGE = 64.28 AC.
+/-
PERMANENT STREAM IMPACT = 165 LF (TOTAL)
TEMPORARY STREAM IMPACT = 60 LF (TOTAL)
WETLAND IMPACTS
IMPACTAREA
PERMANENT
IMPACT
TEMPORARY
IMPACT
SF
ACRES
SF
ACRES
A
4,042
0.093
1,338
0.031
B
147
0.003
0
0.000
C
3,558
0.082
0
0.000
D
1,903
0.044
884
0.020
E
5,257
0.121
2,063
0.047
F
166
0.004
0
0.000
G
1 4,2241
0.097
1,687
0.039
H: Open Water
1 137
1 0.003
0
0.000
TOTAL IMPACTS =1
19,4331
0.4461
5,972
0.137
NOTE. SEE FIGURE-2 THRU FIGURE-5 FOR FURTHER BREAKDOWN
OF WETLAND IMPACT AREAS
STREAM IMPACTS
E: 85 LF (Permanent)
E1: 20 LF (Temporary)
E2: 10 LF (Temporary)
G: 80 LF (Permanent)
G1: 20 LF (Temporary)
G2: 10 LF (Temporary)
TOTAL: 165 LF Permanent
60 LF Temporary
Figure-1 Overall Impact Map
East & Mason
Wilmington, North Carolina
Date: 11.18.2019
pARAMOUNTE
122 Cinema Drive
XX'i m4ton, North Carolina 28403
(910) 991-6r09 (o( [phone] (F)
NC License #: C-2816
]".jw #: 19409.11n.
Scale: 1" = 150' at 22" x 34" , 1" = 300' at l l" x 17"
D
D
0' 75' 150' 300'
North

PROP
/
NG RPW /
PROPOSED
WINGWALLS, TYP.
DESIGNED BY OTHERS. 0�¢1� 55/
SS
TEMPORARY WETLAND IMPACT
/M FOR CONSTRUCTION, TYP.
,M
A - 4,042 SF (0.093 AC.) - PERMANENT
Al= 580 SF(0.013 AC.) -TEMPORARY
A2= 759 SF(0.017 AC.) -TEMPORARY
— -PROPOSEDLOT
LINE,TYP.
3I 25
PROPOSED I PW
43 EASEMENT, TYP.—
3 — —
G' Q
— PROPOSED
3 \ RIGHT-OF-WAY, TYP
3 � �
ROAD A
A
(5a PRIVATE RM —
ss
ss� ss� �� ss
_
—M —M M —M --M M M
—
M
__ M
BB
M `M
/ A'
Y�
49
Y �
I
'h
I
IMPACT B
SCALE: 1 "=60' w 1 "=30'
B = 147 SF (0.003 AC.) - PERMANENT
w w
_g� z
z z.
0 u ROAD A a w. J u
50' PRIVATE RIGHT-OF-WAY
15 75- PERM_ IMPACT AREA 115
— 2 FT MOD.
rc VALLEY Y�
PROPOSED S WIDE C&G
CONCRETE SIDEWALK, n
TYP. PROPOSED
1/4' PER FT 1/4" PER FT GRADE, TYP.
EX. GRADE, TYP. ROPOSED CULVERT
WINGWALLS, TYP.
O PROPOSED PROPOSEDO
PROPOSED RI SANITARY WATER MAIN
RAPAPRON SEWER
PROPOSED (3) 55 LF-4'WX2'H BOX CULVERT WITH
VNGWALLS - CULVERT AT 800 SKEW
WETLAND IMPACT AREA'A'
TYP. ROAD A
ROAD CROSS SECTION
NOT TO SCALE
w
ww
ROAD A
ww.
u
50' PRIVATEfRIGHT-OF-WAY
H
�
a
I �I
I �I
I �I
al
2FTMOD.
�I
VALLEY
rc
PROPOSED S WIDE
C&G
a
CONCRETE SIDEWALK,
TYP.
PROPOSED
EX. GRADE, TYP.
_
V4" PER Fr
111 PER FT
GRADE,TYP.
JURISDICTIONAL WETLAND IMPACTS STREAM i PERMANENT WETLAND IMPACT AREA
RPW FEMME TEMPORARY WETLAND IMPACT AREA
TEMPORARY WETLAND IMPACT
STREAM IMPACT � W� ��-i��-� m1J TEMPORARY STREAM IMPACT AREA
OPROPOSED PROPOSEDO
SANITARY WATERMAIN
SEWER
WETLAN D IMPACT AREA 'B'
TYP. ROAD A
ROAD CROSS SECTION
NOT TO SCALE
Figure-2 Wetland Impacts
East & Mason
Wilmington, North Carolina
Date: 11.18.2019
B B'
-5T PERM_ IMPACTAREA
UPLANDS P6 UPLANDS
I I
I I
I I
PROPOSED ROAD
— RT� y T liiirrrl � �Dll ---
PROPOSED PAVEMENT l.; �17 -- D D D r� -I-
2"-S9.5BSURFACE IEI
6"-AGGREGATE BASE COURSE
~ PROPOSED PROPOSED (3) d
a 4'Wx2'H BOX
I� WINGWALLS CULVERTS rcl
WETLAN D IMPACT AREA 'A' n
ROAD A
WETLAND CROSS SECTION
NOT TO SCALE
NOTES
- CROSS SECTION FACING DOWNSTREAM (SE TO NW)
- PROPOSED BOXED CULVERTS (3) 55 LF 4'Wx2'H AT 80' SKEW
pARAMOUNTE
E N G N 122 Cinema Drive N c.
XX,i n ing on, North, Carolina 28405
(910) 791- 6-07 (0) (910) 791-b-,60 (F)
NC License #: C-2846
P'.jw #: 19409.11P.
Scale: 1" = 30' at 22" x 34" 11 = 60' at I V x 17"
D
D
0' 15' 30' 60'
North

/ P
/DD
PROPOSED WINGWALL, TYP.
DESIGNED BY OTHERS. \
I \ \ 3
3
3
w w w w W
wow\
ss ss ss SS
\ h-
\ 'fix
-J
\ \ ss
I \ D
10 101
100 �
I
IMPACT C
SCALE: 1 "=60' or 1 "=30'
C = 3'558 SF (0.082 AC.) - PERMANENT
PROPOSED
RIGHT-OF-WAY, TYP
\M, o
PROPOSED
EASEMENT, TYP. /
D
M �
\ /
NN PROPOSED RIP RAP APRON'
s5
Y�
M
D
N \
IMPACT D
PROPOSED LOT
\ LINE, TYP.
3 /
D\
SCALE: 1 "=60' or 1 "=30'
D = 147 SF (0.003 AC.)- PERMANENT
D1 = 509 SF (0.012 AC.) -TEMPORARY
D2= 375 SF(0.009 AC.) - TEMPORARY
a
rc
PROPOSED S WIDE
CONCRETE SIDEWALK,
w w
z _ �z
u u ROAD C N J u
50' PRIVATE RIGHT-OF-WAY
108 PERM_ IMPACt AREA
I
I
I
a
2 FT MOD.
VALLEY
C&G
Typ. PROPOSED
1/4' PER Ef 1/4" PER FT GRADE, TYP.
EX. GRADE, TYP. J 1
OPROPOSED PROPOSEDO
SANITARY WATERMAIN
SEWER
WETLAND IMPACT AREA'C'
TYP. ROAD C
ROAD CROSS SECTION
NOT TO SCALE
w w
z _g �z
u u ROAD F a J u
40' PRIVATE RIGHT-OF-WAY
p.
5T PERM_ IMPAU AREA
I� �I
la al
UPLANDS
n -37 PERM_ IMPAUAREA n UPLANDS
2 FT MOD.
rc
VALLEY
rc
PROPOSED S'WIDE
C&G
PROPOSED
CONCRETE SIDEWALK,
GRADE,TYP. PROPOSED ROAD
1/4• PER ET 1/4• PER Fr
ROPOS
T _
'
EX. GRADE, TYP.
... _....
I
WINGWAE SCTYPERT
,
ii
I
ill
�—
• a
®
_1____
____J_
PROPOSED PAVEMENT
tlidW -ri� 11 III
O PROPOSED
PROPOSED O
2"-S9.5B SURFACE
6"-AGGREGATE BASE COURSE
SANITARY
SEWER
WATER MAIN
ROPOSED
RIP
PROPOSED 24 la CULVERT
24" 0 CULVERT
RAPAPRON
WINGWALLS
JURISDICTIONAL WETLAND IMPACTS STREAM i PERMANENT WETLAND IMPACT AREA
RPW ,FEMME TEMPORARY WETLAND IMPACT AREA
STREAM IMPACT � W� m1J TEMPORARY STREAM IMPACT AREA
TEMPORARY WETLAND IMPACT ��-i��-�
PROPOSED (2) 46 LF - 24" G CULVERT VNTH
VNNGWALLS - CULVERT AT 90° SKEW
WETLAN D IMPACT AREA D'
TYP. ROAD F
ROAD CROSS SECTION
NOT TO SCALE
Figure-3 Wetland Impacts
East & Mason
Wilmington, North Carolina
Date: 11.18.2019
WETLAN D IMPACT AREA 'D'
ROAD F
WETLAND CROSS SECTION
NOT TO SCALE
NOTES
- CROSS SECTION FACING DOWNSTREAM (NE TO SW)
- PROPOSED 24" O CULVERT (2) 46 LF AT 90° SKEW
pARAMOUNTE
E N G N 122 Cinema Drive N c.
fix' m n,ton, North Carolina 28403
(910) 791- 6-07 (0) (910) 791-b-,w (F)
NC License #: C-2846
P'.jw #: 19409.11F
Scale: 1" = 30' at 22" x 34" 11 = 60' at I V x 17"
D
D
0' 15' 30' 60'
North

PROPO:
D
PROPOSED RIP RAP APRON
DD V1,
n EXISTING STREAM
85 LF PERMANENT IMPACT
30 LF TEMPORARY IMPACT
Ir%APArT AREA F
E = 5,.0, SF (0.044 AC.) - PERMANENT
E1 = 601 SF (0.014 AC.) -TEMPORARY
E2 = 1,462 SF (0.034 AC.) - TEMPORARY
PROPOSED
RIGHT-OF-WAY, TYP
_M —M
M K
M M M M M
M M M—
A ROAD D
— —
(5a PRIVATE RM—
PROPOSED
LOT-\
F
LINE,TYP.
I
I
' Fr
$� ET
NE
�M
3 �r
IMPACT F
SCALE: 1 "=60' w 1 "=30'
F = 166 SF (0.004 AC.) - PERMANENT
w w
_g� z
z z.
0 u ROAD D a J o
50' PRIVATE RIGHT-OF-WAY
10'
p.
8T PERM_ IMPAU AREA
1
kA'
Q
2 FT MOD.
VACL
W
w
CY
o
ro
/1n
PROPOSED S WIDE
CONCRETE SIDEWALK,
I�
I�
IQ
�I
�I
QI
�I
I�
a
-57 PERM_ IMPAUAREA al
UPLANDS
UPLANDS
I I
'ROPOSED
3RADE, TYP. PROPOSED ROAD _
TYP. 1/4' PER Ff �114"T ROPOSED CULVERT_�ii iTi iTi-
EX. GRADE, TYP. WINGWALLS,TYP.������'I I___________1____ ____________________ __________________ ___ PROPOSED PAVEMENT -�
OPROPOSED PROPOSED O 2"-S9.5B SURFACE
SANITARY WATER MAIN 6"-AGGREGATE BASE COURSE PROPOSED()
SEWER ROPOSED RIP PROPOSED 6'Wx4'H BOX
RAP APRON WINGWALLS
CULVERT
PROPOSED (1) 60 LF - 6'WX4'H BOX CU EVERT WITH
VNGWALLS-CU EVERT AT 65°SKEW. CULVERT
BURIED TO MAINTAIN AQUATIC PASSAGE AND TO
MAINTAIN PASSAGE DURING LOW -FLOW CONDITIONS.
WETLAND IMPACT AREA'E'
TYP RC)An n
ROAD CROSS SECTION
NOT TO SCALE
w
z
w w
_zw ��
u wo
ROAD D
u
50' PRIVATE RIGHT-OF-WAY
w
od
a
a
2 FT MOD.
-
-
VALLEYNPERFT
w
w
PROPOSED S WIDE
C&G
CONCRETE SIDEWALK,
TYP.
PROPOSED
___________
1/4'PER FT
GRADE,TYP.
EX. GRADE, TYP.
_
------
---�
I
0 PROPOSED
SANITARY
PROPOSEDO
WATERMAIN
SEWER
JURISDICTIONAL WETLAND IMPACTS STREAM i PERMANENT WETLAND IMPACT AREA
RPW FEMME TEMPORARY WETLAND IMPACT AREA
TEMPORARY WETLAND IMPACT
STREAM IMPACT � M� ��-i��-� M1J TEMPORARY STREAM IMPACT AREA
WETLAN D IMPACT AREA 'F'
TYP. ROAD D
ROAD CROSS SECTION
NOT TO SCALE
Figure-4 Wetland Impacts
East & Mason
Wilmington, North Carolina
Date: 11.18.2019
WETLAN D IMPACT AREA 'E'
ROAD D
WETLAND CROSS SECTION
NOT TO SCALE
NOTES
- CROSS SECTION FACING DOWNSTREAM (NW TO SE)
- PROPOSED BOXED CULVERT (1) 60 LF 6'Wx4'H AT 65° SKEW
pARAMOUNTE
E N G N 122 Cinema Drive N c.
XX,i R ing on, North, Carolina 28405
(910) 791-br07 (0) (910) -91-b-,60 (F)
NC License #: C-2846
P'.jw #: 19409.11F
Scale: 1" = 30' at 22" x 34" 1 1" = 60' at 11" x 17"
D
D
0' 15' 30' 60'
North

--im -M -M
M/ PROPOSED RIP RAP APRON
g4'
EXISTING STREAM, TYP.
/
/
80 LF PERMANENT IMPACT
30 LF TEMPORARY IMPACT
/
A
G
PROPOSED RETAINING
WALL, TYP.
/
DESIGNED BY OTHERS.
M
C
\
\
Dso oI
pl
-
r
IMPACT AREA G
G = 4,224 SF (0.097 AC.) - PERMANENT
G1 - 520 SF (0.012 AC.) - TEMPORARY
G2 = 1,166 SF (0.027 AC.) -TEMPORARY
H
\ 68 LF OF R.P.W.
•%M �/
/
1
1 �
i
w ww
z _z. �� z
u u ROAD A w. J u
50' PRIVATE RIGHT-OF-WAY
20'
6T PERM_ IMPAU AREA
10'
a
rc
2 FT MOD.
VALLEY
w.
C&G
I� �I
I,
IQ QI
I� �I
g �I g'
UPLANDS n -37 PERM_ IMPAUAREA n UPLANDS
I I
I I
PROPOSED SWIDE PROPOSED
CONCRETE SIDEWALK, GRADE, TYP. -
TYP PROPOSED ROAD
ROPOS
RT
EX. GRADE. TYP. ___ - va•PER Fr _______ v4PER Fr _ ___J_ WINGWA�LS�TYP� PROPOSED PAVEMENT �� �� �� �� ������ ��-_ f T�
i I
1
0 PROPOSED PROPOSED O 2"-S9.5B SURFACE
SANITARY WATERMAIN 6"-AGGREGATE BASE COURSE PROPOSED (1)
SEWER ROPOSED RIP 6'Wx4'H BOX
RAPAPRON WINGWALLS CULVERT
PROPOSED (1) 55 LF - 6'WX4'H BOX CU LVERT WITH
VNGWALLS-CU LVERT AT 90°SKEW. CULVERT WETLAND IMPACT AREA 'G'
BURIED TO MAINTAIN AQUATIC PASSAGE AND TO
MAINTAIN PASSAGE DURING LOW -FLOW CONDITIONS.
WETLAND IMPACT AREA 'G'
TYP. ROAD A
ROAD CROSS SECTION
NOT TO SCALE
w
fl z
ww
_�W
u F a
3
ROAD H a w F
40' PRIVATE RIGHT-OF-WAY
66' PERM_ IMPAU AREA
�I
�I
a
WI 2FTMOD.
VALLEY
PROPOSED S WIDE d C&G
CONCRETE SIDEWALK,
TYP.
1/4' PER Ef 114" PER FT
EX. GRADE, TYP.
OPROPOSED 0 PROPOSED
WATERMAIN SANITARY
SEWER
IMPACT AREA H
SCALE: 1 "=60' w 1 "=30'
H = 137 SF (0.003 AC.)- PERMANENT
OPEN WATER IMPACT
LEGEND
JURISDICTIONAL WETLAND IMPACTS STREAM � PERMANENT WETLAND IMPACT AREA
RPW FEMME TEMPORARY WETLAND IMPACT AREA
TEMPORARY WETLAND IMPACT
STREAM IMPACT � W� ��-i��-� m1J TEMPORARY STREAM IMPACT AREA
WETLAN D IMPACT AREA 'H'
TYP. ROAD H
ROAD CROSS SECTION
NOT TO SCALE
Q'
a
w
PROPOSED
GRADE,TYP.
I
I
--- L --------
Figure-5 Wetland Impacts
East & Mason
Wilmington, North Carolina
Date: 11.18.2019
ROAD A
WETLAND CROSS SECTION
NOT TO SCALE
NOTES
- CROSS SECTION FACING DOWNSTREAM (NE TO SW)
- PROPOSED BOXED CULVERT (1) 55 LF 6'Wx4'H AT 90° SKEW
pARAMOUNTE
E N G N 122 Cinema Drive N c.
XX,i n ing on, North, Carolina 28405
(910) 791- 6-07 (0) (910) 791-b-,60 (F)
NC License #: C-2846
P'.jw #: 19409.11n.
Scale: 1" = 30' at 22" x 34" 11 = 60' at 11" x 17"
D
0' 15' 30' 60'
North