20170124 Ver 2_401 Application_20170818

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
To: US Army Corps of Engineers
Wilmington Regulatory Field Office
Attn: Emily C. Greer
69 Darlington Avenue
Wilmington, NC 28403
(via electronic copy)
UPDATED August 18, 2017
S&EC Project# 13158.W1
N.C. Division of Water Resources
401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 9`s Floor
512 North Salisbury Street,
Raleigh, NC 27604
FRO — Trent Allen & Chad Turlington
From: Bob Zarzecki
Soil & Environmental Consultants, P.A.
Re: WHITE OAK RIDGE SUBDIVISION - - UPDATED PCN APPLICATION
Harnett County, NC
NOTE: This is an updated PCN for impacts previously approved under SAW -2017-00404 & DWR17-0124.
On behalf of the owner, Jacobs Contracting, LLC, please find attached a complete application and supplemental
information requesting written concurrence from the U.S. Army Corps of Engineers (USACE) and the N.C. Division of
Water Resources (DWR) that the activities proposed below may proceed under Nationwide Permit 29 and General
Water Quality Certification 4092. Please contact me at [phone] if you have any questions or require additional
information.
PROJECT SUMMARY
Project Name
WHITE OAKD RIDGE SUBDIVISION
Project Type
Residential Subdivision
Owner / Applicant
Jacobs Contracting, LLC
County
Harnett
Nearest Town
Hector's Township / Fu ua-Varina
Waterbody Name
Hector Creek
Index Number
18-15-(0.7)
Class
WS -IV; H W
USGS Cataloging Unit
03030004
IMPACT SUMMARY
Stream Impact (acres):
0.034 acres
Wetland Impact (acres):
0.35 acres
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0.384 acres
Total Stream Impact (linear feet):
148 if
Attachments: PCN application & supplemental information
DWR Permit Application Fee
D
AUG 18 2017

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Office Use Only:
Corps action ID no. 2017-00404
DWQ project no. 17-0124
Form Version 1.4 January 2009
Page 1 of 14
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
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: N/A
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 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
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
White Oak Ridge Subdivision
2b.
County:
Harnett
2c.
Nearest municipality /town:
Fuquay-Varina
2d.
Subdivision name:
White Oak Ridge
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Jacobs Contracting, LLC
3b.
Deed Book and Page No.
D.B. 3355; Pg. 0919 [Plat Book and Page No.: P.B. 2016; Pg. 114]
3c.
Responsible Party (for LLC if
applicable):
David T McGee
3d.
Street address:
975 Pinebrook Knolls Dr.
3e.
City, state, zip:
Winston Salem, NC 27105
3f.
Telephone no.:
336-416-5039
3g.
Fax no.:
336-985-5374
3h.
Email address:
dmcgee(a)mis-usa.net
Page 1 of 14
PCN Form — Version 1.4 January 2009

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 Information (if applicable)
5a. Name:
Bob Zarzecki
5b.
Business name
(if applicable):
Soil & Environmental Consultants, PA
5c.
Street address:
8412 Falls of Neuse Road, Ste. 104
5d.
City, state, zip:
Raleigh, NC 27615
5e.
Telephone no.:
919-846-5900
5f.
Fax no.:
919-846-9467
5g.
Email address:
bzarzecki@j&ndec.com
Page 2 of 14

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel ID: 0644-45-0199
1 b. Site coordinates (in decimal degrees):
Latitude: 35.522873 Longitude: -78.852736
1c. Property size:
± 67 Acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Hector's Creek, Stream Index. No. 18-15-(0.7)
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS-IV,-HQW
2c. River basin:
Cape Fear,- Hydrologic Unit Code 03030004
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: Forested land with some open field areas. The general land use in the vicinity of the project is rural/sub-
urban single family residential and agriculture.
3b. List the total estimated acreage of all existing wetlands on the property: +/- 6.35 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: +/- 2,3901.f.
3d. Explain the purpose of the proposed project: The purpose of the proposed project is to construct a residential subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of the construction of a low density, single-family residential subdivision, including 64 -
lots (+/- % acre or greater in size) and necessary infrastructure (roads, etc.). Roadways will use grass -lined ditches
(not curb and gutter). The project proposes stream and wetland impacts associated with roads. Equipment
typically used for construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be
utilized for this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ® Final
Comments:
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: USACE/Southeastern
Name (if known): Emily Greer/Krissina Newcomb
Soil & Environmental Associates, Inc Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The delineation was initially performed by Southeastern Soil & Environmental Associates, Inc. and verified by Emily Greer
with the USACE on March 24, 2017 [SAW -2017-00404] along with the NWP verification approval.
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
SAW -2017-00404 & DWR 17-0124
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
N/A
Page 3 of 14
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number –
Type of impact
Type of
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
wetland
DWQ – non -404, other)
(acres)
—Temporary T
if known
W1 ® P ❑ T
Culvert
Headwater
® Yes
® Corps
0.13
Forest
❑ No
❑ DWQ
W2 ® P ❑ T
Culvert
Headwater
® Yes
® Corps
0.18
Forest
❑ No
❑ DWQ
W3 ® P ❑ T
Road Fill
Headwater
® Yes
® Corps
0.04
Forest
❑ No
❑ DWQ
2g. Total wetland impacts
0.35
2h. Comments: Only slight changes to the wetland impacts are proposed from those previously approved [SAW -2017-00404
& DWR 17-0124]. Note that W3 impacts increased slightly from 1,412 sf (0.03 acres) to 1,779 sf (0.04 acres).
W1 = Inset A impacts. /W2 = Inset B impacts. /W3 = Inset C impacts. All are associated with roadway fills.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -Permanent
(PER) or
(Corps - 404, 10
stream
length
(P) or Temporary (T)
intermittent
DWQ – non -404,
width
(linear
(INT)?
other)
(feet)
feet)
S1 ® P ❑ T
Culvert
UT to Hectors
® PER
® Corps
10'
76'
Creek
❑ INT
❑ DWQ
S2 [E P ❑ T
Stabilization
UT to Hectors
® PER
® Corps
10'
60'
Creek
E] INT
EJ DWQ
S3 ❑ P ® T
Construction Access
UT to Hectors
Creek
® PER
® Corps
10'
12'
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
148'
3i. Comments: S1, S2 & S3 impacts are all shown on Inset B. No changes to the total length of stream impacts previously
approved [SAW -2017-00404 & DWR 17-0124]. BUT, the culvert design has changed. The previously approved design called
for two (2) side-by-side 8 ft. x 8 ft. box culverts. This would have over -widened the existing +/- 10 ft. wide stream by more than
6 ft. (accounting for the adjoining culvert walls), potentially resulting in stream instability. The new design calls for a single (1)
12 ft. high x 8 ft. wide box culvert embedded 1 ft. below the existing stream bed elevation. This design more closely matches
the actual base flow width and cross sectional area of the stream and should ensure better stream stability. Also, we believe
the significant amount of natural stream bedload (gravel and cobble, most of which is quartz) should be more than adequate to
quickly back fill the culvert and allow for natural stream bed material within the culvert, promoting aquatic life passage.
Page 4 of 14
PCN Form – Version 1.4 January 2009

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 individu Ily list all open water im acts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of waterbody
number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P❑T
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then com lete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flo
ode
Filled
Excavated
Flooded
Filled
Excavated
Flooded
d
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no.-
o:5i.
5i.Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
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.
❑ Neuse ❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
re uired?
B1 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments: The project is located in the Cape Fear Basin 03030004 and has no USA CE or DWR stream buffer
requirements. Local County stream buffers are required (as shown on the plans).
Page 5 of 14

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 permittee had a wetland delineation completed for the entire property in order to identify natural resources so that
impacts could be avoided & minimized to the maximum extent practicable As stated in the previous application, lots were
designed with property lines along drainageways. Utilities will run within the road right of way. At Impact W1 (Inset A), the
road alignment was determined to both minimize wetland impacts, but also suitable soil areas needed for septic systems
and the requirement to be a collector road by Harnett County. It was aligned to cross at the narrowest section of the
wetland in this area. Shoulder slopes at the road crossings were made steeper to reduce wetland impacts by
approximately 2,200 sf from a previous plan. Since the original permit, the culvert at Stream Impact S1, S2 & S3 (Inset B)
was redesigned to avoid overwidening the stream and provide for better aquatic life passage and stream stability (as
stated in section C.3i. above).
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A sediment and erosion control plan will be approved for the project that will include all appropriate BMP measures
(silt fencing, etc.). The wetlands, streams and limits of permitted impacts will be clearly located prior to construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
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):
® DWQ ® Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
®Payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached.
® Yes
4b. Stream mitigation requested:
0 ** linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0.35 acres
4f. Non-riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments: ** The original USACE NWP verification required stream mitigation. The permittee has redesigned the
crossing to ensure better stream stability and aquatic life passage. Also, the total stream impacts are less than 150 If,
and of those only 76 If is actual stream loss due to culverting. The remainder is 60 If of riprap dissipater (permanent
impact, but not a permanent loss) and 12 If of temporary construction access. As such, no stream mitigation is
proposed with this new submittal.
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 6 of 14

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 DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
Zone 2
6f. Total buffer mitigation required:
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).
6h. Comments:
Page 7 of 14

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
El Yes El No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
23.5%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ®No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The development is considered low density with no curb and gutter.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ 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.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 14
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (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
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (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 (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated
Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft
states that many private developments are unlikely to cause cumulative impacts, including projects such as urban in-fill,
most residential subdivisions and small commercial developments as well as agricultural and silvicultural operations. The
Andrews Chapel project is a residential development. Additionally, the project is located within Harnett County
jurisdiction, therefore the adjacent properties that have potential for development will have the following regulations
to protect downstream waters: 1) the Phase 11 NPDES Stormwater Permit Program, this program includes
permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post-construction
stormwater management requirements; and 2) WS-I V,-HQW DWR water supply and high quality water classification
regulations. We anticipate that the DWR will advise us if any additional information is needed.
4. Sewage Disposal (DWQ 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.
Wastewater from the development will discharge to onsite subsurface wastewater systems. Onsite wastewater permits
will be obtain from the Harnett County health department.
Page 9 of 14

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ®No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC-Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of federally
protected species listed within 1 mile of the project boundaries. It was determined based on the search that there are no
elemental occurrences that are listed as federally Threatened/Endangered within 1 mile of the project boundaries.
Please note the final 4(d) rule identifies the Northern Long-eared Bat as a Threatened species within Harnett County.
References: North Carolina Natural Heritage Program Data Explorer Search [May 30, 2017]. Department of
Environment and Natural Resources, Office of Land and Water Stewardship, Raleigh, NC. htty://Www.ncnho.orri/
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?
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website
was referenced. No Essential Fish Habitat was identified near the project.
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
❑ Yes ®No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
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 Service interactive map was referenced on May 30, 2017; no historic
listings or study list entries or determined eligible listings were identified within the property boundaries.
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: N/A
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
9 /�
S&EC, PA
Digitally signed by Bob Zarzecki
DN:
art BobZarzecki,orzecld sa decWetlands
Bob Zarzecki Department, email=bzarzecki@sandeccom, c=US
Bob Zarzecki
Date: 2017.08.18".33:57-04'00'
Updated
Applicant/Agent's Signature
8/18/2017
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Date
Page 10 of 14

Environmental Consultants,
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: WHITE OAK RIDGE SUBDIVISION (SAW -2017-00404)
S&EC Project # Date: 2017
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Emily Greer Field Office: USACE Wilmington Regulatory Field Office
T, the undersigned, a duly authorized owner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on-site investigations and issuing a determination associated with Waters
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of
the Rivers and Harbors Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certinfication and any and all associated standard and special conditions.This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 0644-45-0199.000 Deed: B3355-PO919 Lat/I.ong: 35.522873/-078.852736
Site Address: Kinsman Court, Fuquay-Varina, Hector's Township, Hamett County, NC
Watershed: Hector Creek, 18-15-(0.7), "WSIV;HQW', Cape Fear 03030004
PROPERTY OWNER INFORMATION:.
Name: Jacobs Contracting LLC (Attn: David T. McGee)
Address: 975 Pinebrook Knolls Dr., Winston Salem, NC 27105-5076
Phone No.: [phone] Fax No.: [phone]
Email: dmcaee(@mis-usa.net
David T. McGee IA—/f f
Propertyf)ease print) Date
Property Owner Signature
We hereby cerhify the above Information submitter/ in This application is true and accurate to
the best of our knowledge.

SOIL & ENVIRONMENTAL CONSULTANTS, PA
27140
DATE
INVOICE NO.
COMMENT
AMOUNT
NETAMOUNT
07/26/2017
9907262017 ,
PCN Application Fee 13158.W1
240.00

New DMS
Acceptance Letter

Mitigation Services
ENVIRONME NTAL QUALITY
David McGee
Jacobs Contracting, LLC
975 Pinebrook Knolls Dr.
Winston-Salem, NC 27105
Project: White Oak Ridge Subdivision
ROY COOPER
MICHAEL S. REGAN
August 10, 2017
Expiration of Acceptance: February 10, 2018
County: Harnett
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the
table below. Please note that this decision does not assure that participation in the DMS in -lieu fee mitigation
program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility
of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must
also comply with all other state, federal or local government permits, regulations or authorizations associated with
the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame, this
acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS
receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and
payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an
applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact
amounts shown below.
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation
will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC
02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any
questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
FOR James: B -Stanfill
Asset Management Supervisor
cc: Bob Zarzecki, agent
State of North Carolina I Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigh, NC 27699-1652 i 217 W. Jones Street, Suite 3000
919 707 8976 T

SAW -2017-00404 Verification
- March 24, 2017
DWR 17-0124 Approval
— March 6, 2017

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2017-00404 County: Harnett U.S.G.S. Quad: NC-FUOUAY-VARINA
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Jacobs Contracting LLC
c/o David McGee
Address: 975 Pinebrook Knolls Drive
Winston Salem, North Carolina 27105
Telephone Number: 336.416.5039
Size (acres) 67 Nearest Town Chalybeate Springs
Nearest Waterway Hector Creek River Basin Cape Fear
USGS HUC 03030004 Coordinates Latitude: 35.522873
Longitude: -78.852736
Location description: The site is located east of Christian Light Road, south of Kinsman Court, and west of Chalybeate Springs
in Harnett County, North Carolina. The property is wooded with forested wetlands and an unnamed tributary of Hector
Creek.
Description of projects area and activity: The proiect proposes to construct a 64 -lot single family residential development with
associated roads and utilities. The proiect requires unavoidable permanent impacts to 0.34 -acre of wetlands and 138 linear
feet of stream and temporary impacts to 12 linear feet of stream for the construction of road crossings. This permit has been
verified under the terms and conditions of the 2012 nationwide permits. The applicant must complete the permitted impacts
by 17 March 2018. See the attached Special Conditions.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Sections 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 29
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 19 August 2016 and 23 January 2017. Any
violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a
restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Emily Greer at [phone] or Emily.C.Greer(i,usace.army.mil.
GREER.EMILY.C.138532" " ° ,`"`EII `""""'a""'°°
Corps Regulatory Official: 5300 - "°° °� Date: March 24, 2017

1
SAW -2017-00404
Expiration Date of Verification: 17 March 2019
Determination of Jurisdiction:
A. ® There are waters, including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -
Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation
Manual and the Atlantic and Gulf Coastal Plain Regional Supplement to the 1987 Wetland Delineation Manual. The unnamed
tributary of Hectors Creek exhibits an Ordinary High Water Mark as indicated by changes in soil character and absence of
terrestrial vegetation. Hectors Creek flows into the Cape Fear River, a TNW, just south of the site.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and
C above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by ti A .
**It is not necessary to submit an RFA form to the Division Ofd iseaalasl�t.,�alajt to the determination in this correspondence.**
GREER.EMILY.C.1385325300 DGgEER.EMILVC.1385325300 u=DoD, ou=PKl, ou=VSA,
Date: 2017 03.24 16:34:07 -04'00•
Corps Regulatory Official:
Emily Greer

SAW -2017-00404
Date of JD: 24 March 2017
Expiration Date of JD: NA
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
hM://corpsmapu.usace.army.mil/cm apex/Pp=136:4:0.
Copy furnished:
Agent: Southeastern Soil & Environmental Associates Inc.
Mike Eaker
Electronically provided
Hal Owen & Associates
Krissina Newcomb
Electronically provided

SAW -2017-00404
SPECIAL CONDITIONS
SAW -2017-00404
1. The Permittee shall avoid approximately 6 acres of the remaining onsite wetlands, as shown on the
attached map entitled "White Oak Ridge Subdivision; Wetland Impact Map -Key Sheet", prepared by
Arcadia Consulting Engineers, PLLC and dated 19 August 2016, with exception to the wetland and
stream impacts authorized by this permit. These natural wetland areas were avoided as part of the
permit application review process and therefore will not be disturbed by any dredging, falling,
mechanized land clearing, agricultural activities, or other construction work whatsoever.
2. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions
listed on this form, are hereby incorporated as special conditions of this permit authorization.
To offset unavoidable impacts to 0.34 -acre of wetlands and 138 linear feet of stream, the Permittee shall
mitigate at a 2:1 ratio by purchasing 0.68 -acre of riparian wetland credits and 276 linear feet of warm
water stream credits in the Cape Fear HUC (03030004) with the NC Division of Mitigation Services
(Attached credit reservation letter dated 23 January 2017).
3. The permittee shall advise the Corps in writing upon completion of the work authorized by this permit.

1
Action ID Number: SAW -2017-00404 County: Harnett
Permittee: Jacobs Contracting LLC
David McGee
Project Name: White Oak Ridge SD / Jacobs Contracting LLC / David McGee
Date Verification Issued: March 24, 2017
Project Manager: Emily Greer
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Emily Greer
69 Darlington Avenue
Wilmington, NC 28403
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

I.
ND
Water Resources
Fnv ironmental Otialiq
March 6, 2017
Jacobs Contracting LLC
Attn: David T. McGee
975 Pinebrook Knolls Dr.
Winston Salem, NC 27105
ROY COOPER
Gom-nor
MICHAEL S. REGAN
.kcreroty
S. JAY ZIMMERMAN
Dire ctor
DWR # 17-0124
Harnett County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL
CONDITIONS
White Oak Ridge Subdivision
Dear Mr. McGee:
You have our approval for the impacts listed below for the purpose described in your
application dated January 25, 2017, received by the Division of Water Resources (Division)
January 26, 2017. These impacts are covered by the attached Water Quality General
Certification Number 3890 and the conditions listed below. This certification is associated with
the use of Nationwide Permit Number 29 once it is issued to you by the U.S. Army Corps of
Engineers. Please note that you should get any other federal, state or local permits before
proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non -Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification(s) or
general permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific
and general conditions of the Certification are met. No other impacts are approved,
including incidental impacts. [15A NCAC 02H .0506(b) and (c)j.
-^'Nothing Compares! ,,
Stale or North Carolina I Environmental Quality
1611 Mail Sm•iee Center I Raleigh, North Carolina '_7699-161 1
919-707-90(10

1
Jacobs Contracting LLC
DWR# 17-0124
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
404/401 Wetlands Impact 1
0.13 (acres)
(acres)
404/401 Wetlands Impact 2
0.18 (acres)
(acres)
404/401 Wetlands Impact 3
0.03 (acres)
(acres)
Perennial Stream Impact 1
76 (linear feet)
(linear feet)
Perennial Stream Impact 2
60 (linear feet)
(linear feet)
Perennial Stream Impact 3
(linear feet)
12 (linear feet)
2. This approval is for the purpose and design described in your application. The plans
and specifications for this project are incorporated by reference as part of the
Certification. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the
property is sold, the new owner must be given a copy of this approval letter and
General Certification(s)/Permit/Authorization and is responsible for complying with
all conditions. (15A NCAC 02H .0507(d)(2)]
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the Pre -Construction
Notification. All construction activities, including the design, installation, operation,
and maintenance of sediment and erosion control Best Management Practices, shall
be performed so that no violations of state water quality standards, statutes, or
rules occur.
4. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to protect surface waters
standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and
erosion control measures must be such that they equal, or exceed, the
requirements specified in the most recent version of the North Carolina Sediment
and Erosion Control Manual. The devices shall be maintained on all construction

0
Jacobs Contracting LLC
DWR# 17-0124
Page 3 of 4
sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or
leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most recent
version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution
Control Act.
5. No Sediment & Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures should not be placed in wetlands or waters
without prior approval by the Division. If placement of sediment and erosion control
devices in wetlands and waters is unavoidable, design and placement of temporary
erosion control measures shall not be conducted in a manner that may result in dis-
equilibrium of wetlands or stream beds or banks, adjacent to or upstream and
downstream of the above structures. All sediment and erosion control devices shall
be removed and the natural grade restored within two (2) months of the date that
the Division of Land Resources or locally delegated program has released the
project.
6. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required
to return the attached certificate of completion to the DWR 401 and Buffer
Permitting Unit at: 1650 Mail Service Center, Raleigh, North Carolina 27699-1650.
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5)
This Certification can be contested as provided in Articles 3 and 4 of General Statute 1506 by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH) within sixty (60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information. A petition is considered filed when the original
and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal
office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state
holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.

Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Jacobs Contracting LLC
DWR# 17-0124
Page 4 of 4
If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
William F. Lane, General Counsel
Department of Environment Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act.
Please contact Chad Turlington at [phone] or [e-mail] if you have .
any questions or concerns.
Sincerely,
Trent Allen
Assistant Regional Supervisor
Division of Water Resources
Water Quality Regional Operations Section
Enclosures: GC 3890
cc: Mike Eaker —Southeastern Soil & Environmental Associates (via email)
Emily Greer - USACE Wilmington Regulatory Field Office (via email)
DWR FRO 401 files
DWR 401 & Buffer Permitting Unit (via email)

Mapping Exhibits
from
Originally Permitted PCN

Vicinity Map
Southeastern Soil & Environmental 12/27/2016 White Oak Ridge Subdivision
I.., C
I U re J, t'
Site
Southeastern Soil & Environmental 12/27/2016 White Oak Ridge Subdivision

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USGS Topographic Map
FUQUAY-VARINA QUADRANGLE
NORTH CAROLINA
7.5 -MINUTE SERIES (2016)
I
I
I
SCALE 1:24 000
I us 0 Alia W 11 R S 1
MCI Kicl 0 METE Rll IOW 2ul,
G.5 0
IaL Mw X
U, 4ax Y�m WOO AZIG &M U000 10=1
FEET
CONTOUR INTERVAL 10 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
Southeastern Soil & Environmental 12/27/2016 White Oak Ridge Subdivision

ri ha ; Ar
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`�..I
Ly
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PaE
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MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
J Soil Map Unit Polygons
Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
U
Blowout
0
Borrow Pit
x
Clay Spot
{,
Closed Depression
Warning: Soil Map may not be valid at this scale.
Gravel Pit
Wet Spot
Gravelly Spot
Enlargement of maps beyond the scale of mapping can cause
Landfill
Lava Flow
misunderstanding of the detail of mapping and accuracy of soil
Marsh or swamp
Other
Mine or Quarry
0
Miscellaneous Water
0
Perennial Water
Fuo
Rock Outcrop
+
Saline Spot
scale.
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
f
Sodic Spot
Soil Map—Harnett County, North Carolina
MAP INFORMATION
Water Features
Streams and Canals
Transportation
+..F.+ Rails
,ry Interstate Highways
US Routes
Major Roads
Local Roads
Background
® Aerial Photography
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Harnett County, North Carolina
Survey Area Data: Version 13, Sep 19, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Feb 14, 2011—Mar 3,
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 12/27/2016
21111111111111 Conservation Service National Cooperative Soil Survey Page 2 of 3
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
8
Other
line placement. The maps do not show the small areas of
,.
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Transportation
+..F.+ Rails
,ry Interstate Highways
US Routes
Major Roads
Local Roads
Background
® Aerial Photography
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Harnett County, North Carolina
Survey Area Data: Version 13, Sep 19, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Feb 14, 2011—Mar 3,
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 12/27/2016
21111111111111 Conservation Service National Cooperative Soil Survey Page 2 of 3

Sod Map—Harnett County. North Carolina
Map Unit Legend
Harnett County, North Carolina (NC085)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CeB
Cecil fine sandy loam. 2 to 8
117.4
percent slopes
CeD
Cecil fine sandy loam. 8 to 15
529
percent slopes
DoB
Dothan loamy sand, 2 to 6
36.1
percent slopes
FaB
Fuquay loamy sand. 0 to 6
12.9
percent slopes
Ly
Lynchburg sandy loam. 0 to 2
percent slopes
PaE
Pacolet fine sandy loam. 15 to
25 percent slopes
W
Water
Wh
Wehadkee loam, frequently
flooded
Totals for Area of Interest
77.3
23.3%
117.4
35.3%
28.8
8.7%
529
15.9%
5.8
1.7%
36.1
10.9%
1.3
- 0.4%
12.9
3.9%
332.3
100.0%
USDA Natural Resources Web Soil Survey 1212712016
Conservation Service National Cooperative Soil Survey Page 3 of 3

White Oak Ridge Subdivision
December 27, 2016 This map is for general reference only. The US Fish and Wildlife
Service Is not responsible for the accuracy or currentness Df the
base data shown on this map. All wetlands related data should
Fj Estuarine and Marine Deepwater F1 Fr-:shwater Forested/Shrub Wetland Other be used In accordance with the layer metadata found on the
Wetlands Mapper web site.
Estuarine and Marine Wetland E] Fr�Shwater Pond Riverine
I Freshwater Emergent Wetland E L, -.':e
Nauonat Wetlaras Inventory (NV&
Th15 page was produced dy the NWI mapper
N

White Oak Ridge Subdivisig2016
Legend
Panels Flood Hazard Areas
t� Politic: al *..re3s ® AE
Stream C enierline AffrFloodway (AE)
i Cross Seciicm_' 0.2 % Chance .nnual Flood Hazard
fir— Levee 11101111111illIlIM Future Conditic ns IIk Annual Change Flood Hazard
North Carolina Floodplain Mapping Program

Revised Plans
Impact Exhibits

It
1 \\ SCALE: 1"=400'
� I II II 1 \
DRAWN BY: KAH CHECKED BY: TDS scALE: 1 INCH = 400 FEET DATE 8-19-2016
ARCADIA WHITE OAK RIDGE SUBDIVISION
CONSULTING ENGINEERS, PLLC JACOBS CONTRACTING LLC
ARCADIA PO BOX 2077 HECTOR'S TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA
APEX, NC 27502
TELEPHONE [phone]
FACSIMILE 919 363-1477 WETLAND IMPACT MAP - KEY SHEET
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INSET B
INSET A FALLON NICOLE WAY
STREAM LOCATION OBTAINED FROM
SURVEY INFORMATION PROVIDED BY
BENTON W. DEWAR & ASSOCIATES
&\
(NCPLS #3040) DATED 30 JUNE 2016
WETLAND BOUNDARY OBTAINED FROM
SURVEY INFORMATION PROVIDED BY
BENTON W. DEWAR & ASSOCIATES
(NCPLS #3040) DATED 10 AUGUST 2016
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1
0 100 200 400 800
1 \\ SCALE: 1"=400'
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DRAWN BY: KAH CHECKED BY: TDS scALE: 1 INCH = 400 FEET DATE 8-19-2016
ARCADIA WHITE OAK RIDGE SUBDIVISION
CONSULTING ENGINEERS, PLLC JACOBS CONTRACTING LLC
ARCADIA PO BOX 2077 HECTOR'S TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA
APEX, NC 27502
TELEPHONE [phone]
FACSIMILE 919 363-1477 WETLAND IMPACT MAP - KEY SHEET

WETLAND
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INV IN=298.63-�
AREA
WETLAND
INV OUT=294.70
PROPOSED IMPACT
WETLAND: 5,745 SQ. FT.
0 15 30 60
SCALE. 1"=30'
uKAwN bY: KAH c;nt�r�r_u by: TDS SCALE: 1 INCH = 30 FEET DATE: 2-28-2017
F ARCADIA WHITE OAK RIDGE SUBDIVISION
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oz's CONSULTING ENGINEERS, PLLC JACOBS CONTRACTING LLC
ARCAoIA ,, ` Box 20
APEX, NC 277 502
HECTOR'S TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA
AP
TELEPHONE [phone] WETLAND IMPACT MAP — INSET A
FACSIMILE 919 363-1477

R ft
310
305
300
295
290
-0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00
L)"VVN °T: TDS `"C` C" b : ACE SCALE: HORIZONTAL: 1"=20' DATE: 1-13-2017
VERTICAL: 1" = 5'
ARCADIA WHITE OAK RIDGE SUBDIVISION
yJv ��FF
Gor Q �s CONSULTING ENGINEERS, PLLC JACOBS CONTRACTING LLC
ARCADIA PO BOX 2077 HECTOR'S TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA
== - APEX, NC 27502
TELEPHONE [phone]
FACSIMILE 919 363-1477 36" PIPE CULVERT - LONGITUDINAL SECTION
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310
305
300
295
290
-0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00
L)"VVN °T: TDS `"C` C" b : ACE SCALE: HORIZONTAL: 1"=20' DATE: 1-13-2017
VERTICAL: 1" = 5'
ARCADIA WHITE OAK RIDGE SUBDIVISION
yJv ��FF
Gor Q �s CONSULTING ENGINEERS, PLLC JACOBS CONTRACTING LLC
ARCADIA PO BOX 2077 HECTOR'S TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA
== - APEX, NC 27502
TELEPHONE [phone]
FACSIMILE 919 363-1477 36" PIPE CULVERT - LONGITUDINAL SECTION

11
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PROPOSED IMPACT
WETLAND: 7,828 SQ. FT.
WETLAND 1 SURVEYED STREAM: 148 L.F.
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• • ' I ' + �� / / ` SCALE'. V=30'
uw wN eY: KAH ciiec�eo aY TDS scale 1 INCH = 30 FEET Dare: 4-10-2017
ARCADIA WHITE OAK RIDGE SUBDIVISION
CONSULTING ENGINEERS, PLLC JACOBS CONTRACTING LLC
ARCADIA PO BOX 2077 HECTOR'S TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA
APEX, NC 27502
TELEPHONE [phone]
FACSIMILE 919 363-1477 WETLAND IMPACT MAP - INSET B

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-0+60 -0+40 -0+20 0+00
0+20 0+40 0+60 0+80 1+00
DRAWN BY: TDS CHECKED BY: ACE 5CALE: HORIZONTAL: 1" = 20' DATE: 4-10-2017
VERTICAL: 1" = 5'
ARCADIA WHITE OAK RIDGE SUBDIVISION
God Q �s CONSULTING ENGINEERS, PLLC JACOBS CONTRACTING LLC
ARCADIA PO BOX 2077 HECTOR'S TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA
APEX, INC 27502
TELEPHONE [phone]
FACSIMILE 919 363-1477 BOX CULVERT - LONGITUDINAL SECTION
295
290
285
280
275
270
1+20
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76 LF 12 X 8'
CONCRETE
BOX CULVERT
AT 0.97%
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STREAM
INVERT
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-0+60 -0+40 -0+20 0+00
0+20 0+40 0+60 0+80 1+00
DRAWN BY: TDS CHECKED BY: ACE 5CALE: HORIZONTAL: 1" = 20' DATE: 4-10-2017
VERTICAL: 1" = 5'
ARCADIA WHITE OAK RIDGE SUBDIVISION
God Q �s CONSULTING ENGINEERS, PLLC JACOBS CONTRACTING LLC
ARCADIA PO BOX 2077 HECTOR'S TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA
APEX, INC 27502
TELEPHONE [phone]
FACSIMILE 919 363-1477 BOX CULVERT - LONGITUDINAL SECTION
295
290
285
280
275
270
1+20

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WETLAND I I I I IMPACT
AREA
PROPOSED IMPACT
WETLAND: 1,779 SQ. FT.
SURVEYED STREAM: 0 L.F.
Ar Na
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1 ( ( I 1
SCALE'. V=30'
u�nwk 3Y: KAH lLCQD BY: TDS scaiE: 1 INCH = 30 FEET DAIS: 8-19-2016
ARCADIA WHITE OAK RIDGE SUBDIVISION
Gol Q �'s CONSULTING ENGINEERS, PLLC JACOBS CONTRACTING LLC
ARCADIA . PO BOX 2077 HECTOR'S TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA
APEX, NC 27502
TELEPHONE [phone]
FACSIMILE 919 363-1477 WETLAND IMPACT MAP - INSET C