20161188 Ver 1_More Info Received_20161202

Water Resources
L11'V C1W-1LNI AL QUA_ I
December 5, 2016
Carolina Ecosystems Inc
Attn: Chris Hopper
3040 NC Hwy 42 W
Clayton, NC 27520
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Subject: REQUEST FOR ADDITIONAL INFORMATION
Englehardt S/D
Dear Mr. Hopper:
Secretary
S. JAY ZIMMERMAN
Oircctor
DWR # 16-1188
Wake County
On December 2, 2016, the Division of Water Resources (Division) received your
application requesting a 401 Water Quality Certification / Buffer Authorization from the
Division for the subject project. The Division has determined that your application is
incomplete and cannot be processed. The application is on -hold until all of the
following information is received:
Need More Fee
A review of the Pre -Construction Notification (PCN) Form indicates this application
is for _185_ linear feet of stream impacts. Pursuant to 143-215.3D (e), a $570
permitting fee is required to process this application. Check # 15000 was applied;
however, the remaining balance to remit is $330. Please remit a check to DEQ-
DWR, 1617 Mail Service Center, Raleigh, NC 27699-1617.
Pursuant to Title 15A NCAC 02H .0502(e) / 15A NCAC 02B [Neuse] .0233, the applicant
shall furnish all of the above requested information for the proper consideration of the
application. If all of the requested information is not received in writing at the address
below within 30 calendar days of receipt of this letter, the Division will be unable to process
the application and it will be returned. The return of this project will necessitate
reapplication to the Division for approval, including a complete application package and the
appropriate fee.
State of North Carolina I Environmental Quality I Water Resources 1 401 & Buffer Permitting
1617 Mail service Center J Raleigh, North Carolina 27699-1617
919 707 6300

DWR # 16-1188
Request for Additional Info
Page 2 of 2
Please be aware that you have no authorization under Section 401 of the Clean Water
Act/the Buffer Rules for this activity and any work done within waters of the state may be a
violation of North Carolina General Statutes and Administrative Code.
Please contact Sheri Montalvo at 919-807-6303 or Sheri. montalvoa-ncdenr.aov if you
have any questions or concerns.
cc: USACE Raleigh Regulatory Field Office
DWR RRO 401 files
DWR 401 & Buffer Permitting Unit
Sincerely,
Kwjy�
Karen Higgins, Supe r
401 & Buffer Permitting Unit
Filename: 161188EnglehardtS/D(Wake)_H0LD

CAROLINA 3040 NC 42 West, Clayton NC 27520
ECOSYSTEMS, INC. P:919 -359-1102—F:919-585-5570
December 01, 2016
�6Z,JRMs. Tasha Alexander WR D
Raleigh Regulatory Field Office 2 0 1 6 1
1 8 g
US Army Corps of Engineers 0 G 2016
3331 Heritage Trade Drive, Suite 105 DEQ_yy
Wake Forest, North Carolina 27587 401 &
RE: Nationwide Permit 29, Pre -Construction Notification
Englehardt Subdivision (formerly Angus Barn Properties, LLC, SAW -2015-02503)
Wake County, North Carolina
Dear Ms. Alexander;
Carolina Ecosystems, Inc., on behalf of CalAtlantic Group and Bass, Nixon, and Kennedy, Inc.
(BNK), has prepared the attached Pre -Construction Notification (PCN) for the above referenced
project to apply for a Clean Water Act Section 404 Nationwide Permit 29, Section 401 Water
Quality Certification No. 3890, and a 15A NCAC 02B .0233 Neuse River Riparian Area buffer
authorization. The project is a residential development located north of I-540, east of Sycamore
Creek, and between Leesville Road and Erinsbrook Drive (Figure 1).
The attached PCN provides information for use in your review of the proposed impacts to
streams, wetlands, and buffers associated with this project. Supplemental information is provided
in this cover letter and in the attachments including a Vicinity map, USGS map, Jurisdictional
Features map, and Impact Map. BNK has provided the attached site plans for your review.
Proposed Impacts and Mitigation
The only impacts associated with this development are due to a road connection required to tie
an existing subdivision to City of Raleigh Fire Station Number 29 (Fire Station) to the north. It
would complete the connection between an existing road stub on Englehardt Drive to the south
with one constructed next to the Fire Station. The alignment will follow a recorded public
easement, and is not flexible in its alignment.
The original plan called for a sanitary sewer connection to an existing interceptor line along
Sycamore Creek. This alignment required crossing the UT of Sycamore Creek parallel to the
proposed road crossing, and then a westward corridor crossing two additional wetland areas.
Project designers located a lesser impact option by tying into an existing gravity line along ACC
Boulevard to the west. This alignment crosses one Wake County Soil survey stream. CEI visited
this feature on November 21, 2016 and found no stream feature exists. No wetlands occur within
this alignment. A request for NCDWR review of our findings has been submitted.
Impacts associated with the proposed road crossing have been minimized to the greatest practical
extent. The City of Raleigh dictates the maximum allowable crest and sag of streets. Project
designers attempted to lower the road crossing to minimize the fill slope footprint. The City
allowed some flexibility in their requirements and authorized some minimization of impact.
However, the variance required to bring this crossing below mitigation thresholds was not
feasible.

Englehardt Subdivision Page 2 of 2
December 01, 2016
The road stub included in the site plan is a requirement of the City of Raleigh. Any future
extension of this road would require additional impacts, including a crossing of an existing
impoundment of the UT of Sycamore Creek. The owner of the tract this road stubs out to is not
connected to this project in any way, and has no plans to sell or develop the property.
Sediment and erosion control measures would be implemented according to NC requirements,
and approved by NCDEQ. Jurisdictional areas adjacent to construction areas would be clearly
marked with protection fencing or other similar method to avoid inadvertent encroachment.
Copies of permits and impact areas would be provided to the prime contractor and all
subcontractors working in or near jurisdictional areas. Construction and grading would be
completed with typical equipment including track excavators and graders.
If you have any questions or need additional information, please contact me at your earliest
convenience at [phone] or [e-mail].
Sincerely,
Carolina Ecosystems, Inc.
t
Chris Hopper
Senior Environmental Scientist
Attachments:
- Pre -Construction Notification (PCN) Form
- Agent Authorization Letter
- Surface Water Determination Letter, NBRR #15-498
- Preliminary Jurisdictional Determination SAW -2015-02503
- Stream and Wetland Delineation Survey
- Figure 1: Project Location
- Figure 2: USGS 7.5 Minute Topographic Map
- Figure 3: Aerial Photograph
- Figure 4: NRCS Soil Survey map
- BNK Figure C 1.1 Englehardt Preserve Site Plan
- BNK Figure C2.1 Englehardt Preserve Utility Plan
- Englehardt Subdivision Road Crossing Impact Details
- EBX Stream Mitigation Statement of Availability
- EBX Wetland Mitigation Statement of Availability
- EBX Buffer Mitigation Statement of Availability

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
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:X❑
Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
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 ❑X 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 ❑X No
For the record only for Corps Permit:
❑ Yes ❑X 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.
❑X Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Englehardt Subdivision
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
Englehardt
2e.
NCDOT only, T.I.P. or state project no:
O
3.
Owner Information Z016
3a.
Name(s) on Recorded Deed:
Calatlantic Group, Inc. 82102.2m
3b.
Deed Book and Page No.
Book: 016544 Page: 02303 3
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
15360 Barranca Parkway
3e.
City, state, zip:
Irvine, California, 92618
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form —Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑X Other, specify: Project Engineer
4b. Name:
Robbie Bell, P.E.
4c. Business name
(if applicable):
Bass, Nixon, & Kennedy, Inc.
4d. Street address:
6310 Chapel Hill Road, Ste 250
4e. City, state, zip:
Raleigh, NC 27607
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Chris Hopper
5b. Business name
(if applicable):
Carolina Ecosystems, Inc.
5c. Street address:
3040 NC Hwy 42 W
5d. City, state, zip:
Clayton, NC, 27520
5e. Telephone no.:
[phone]
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
0778382107
1b. Site coordinates (in decimal degrees):
ILatitude: 35.9160 Longitude: -78.7530
1 c. Property size:
13.84 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Sycamore Creek
2b. Water Quality Classification of nearest receiving water:
B; NSW
2c. River basin:
Neuse
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:
Site is currently a mixed pine/hardwood forest. General land use in the area consists of residential and commercial development with small areas of
forest interspersed throughout.
3b. List the total estimated acreage of all existing wetlands on the property: 0.81 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 605 feet
3d. Explain the purpose of the proposed project:
The project would provide a connection between an existing neighborhood an a fire station, and proposed single family homes.
3e. Describe the overall project in detail, including the type of equipment to be used:
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
0 Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Chris Hopper
Agency/Consultant Company: Carolina Ecosystems, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps: SAW -2015-02503, Feb. 18, 2016; North Carolina: NBRR0#15-498
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
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):
0 Wetlands Q Streams – tributaries Q 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
Permanent (P) or
—Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Bottomland Hardwood Forest
Yes
Corps
16,105
W2 T
Erosion Control
Bottomland Hardwood Forest
Yes
Corps
476
W3
Choose one
Choose one
Yes/No
-
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
-
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
16,581
2h. Comments:
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
UT Sycamore Creek
PER
Corps
6
149
S2 T
Stabilization
UT Sycamore Creek
PER
Corps
6
36
S3 -
Choose one
-
-
S4 -
Choose one
S5 -
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
185
3i. Comments:
Page 4 of 10
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 individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1
Choose one
Choose
O2
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded Filled
Excavated
Pi
Choose one
P2
Choose one
5f. Total:
0
5g. Comments:
5h. Is a dam high hazard permit required?
❑ 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 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 vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number –
Permanent (P) or
T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
—Temporary
61 P
Road Crossing
UT Sycamore Creek
Yes
4,656
2,624
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
4,656
2,624
6i. Comments: 'Area excludes wetlands inside buffers (i.e. areas already being mitigated as wetland).
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Engineers worked with the City of Raleigh to reduce the amount of fill needed for the road crossing. However, the slope of adjacent land and
elevation needed across the stream mandated what is proposed. The original plan called for a sewer line crossing of th UT of Sycamore Creek,
including two additional wetland impacts en route to an existing interceptor along Sycamore Creek. The new project would connect at ACC Blvd.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best management practices and sedimentation and erosion control methods will be used during all construction techniques. No equipment refueling
or maintenance activities will occur adjacent to jurisdictional areas. All temporary impacts to jurisdictional wetlands during construction activities will
be returned to their original configuration and seeded in a timely manner for stabilization. Stream crossings will be stabilized with riprap and fabric.
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?
❑X Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
Q DWQ ❑X Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Stream (Selma Mill), Wetland (Arrington Br. III), Buffers (multiple, see attached letter).
3b. Credits Purchased (attach receipt and letter)
Type: Stream
Type: Riparian wetland
Type: Riparian buffer
Quantity: 334
Quantity: 0.74
Quantity: 17,904
3c. Comments:
Streams @ 2:1 for culvert, 1:1 for stabilization. Wetlands @ 2:1. Buffers @ 3:1 (zone 1), 1.5:1 (zone II)
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:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form —Version 1.4 January 2009

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
E9 Yes E] 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 impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Road crossing
4,656
3 (2 for Catawba)
13,968
Zone 2
Road crossing
2,624
1.5
3,936
6f. Total buffer mitigation required:
17,904
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).
Mitigation Bank. See question D3 above. Proposed mitigation excludes wetland sin buffer (see question C6i).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
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?
0 Yes ❑ No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
The only impact in or adjacent to riparian buffers is a perpendicular road crossing.
❑ Yes ❑X No
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?
0 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:
2e. Who will be responsible for the review of the Stormwater Management Plan?
City of Raleigh
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
City of Raleigh
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
0 Phase II
0 NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑X No
4. DWQ Stormwater Program Review
4a. Which of the following state -implemented stormwater management programs apply
(check all that apply):
[]Coastal counties
❑HQW
❑ORW
❑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 10
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
❑ Yes ❑ No
letter.)
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 ❑X 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 ❑X 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.
No infrastructure to support additional development is proposed. The revised sewer alignment (on the south of the creek) would not be accessible to
land north of the creek.
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.
Sewer is being provided via connection to an existing line on ACC Boulevard (west of site), with wastewater flows transferred to the Neuse River
WWTP.
Page 9 of 10
PCN Form — Version 1.4 January 2009

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?
❑ Yes ❑X No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
Yes ❑ No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
hftps:/Avww.fws.gov/raleigh/species/cntylist/wake.html
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?
hftp:/Avww.habitat.noaa.gov/protection/efh/habitatmapper.htmi
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 designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ❑X No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
hftp://gis.ncdcr.gov/hpoweb/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes Q No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
http://fris.nc.gov/fris/Index.aspx?FIPS=183&ST=NC&user—General Public
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

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CAROLINA
3040 NC Hwy 42 West; C'1Wcm. NC 27$20
P:919-359-1102 — F.,919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
$nanrrt�r IpLe" anon
or lxzcnpboci parrt""y , .tett, .i 2'Y1 t S• oe1uts
Pauccl Wntification 7 ' ^ t
NYumb�s) (PIN) 2.14
City: # Statc: 1 +i_ county. � :��' Pr Ry Sitrc (Acres}: 3!' b
PITO r M CKYAttr iif+eMsrtiion
OWM: W Aut}wsdMd AgM0. Q
Nzn4 : 14 t-t� nav+� C -'t • t4 q. ti i a: 4k sem- t �.ta, ► .�E, S -
'Title: ` t;y: t,,,> is
Street Addran- 12 -fit lqr F --,.j �c.e.t i-i+�►�V
City: Lr- 1. � d
"W rittm p Toof of autho atioa from owner �
i =7n 3,t Y
State: Zip Codc:
V, (3
1. the undersigned. ,a duly authonzcd owner of n=td of the pnapert,y!propemics Wcmiftiecl hmik do vAhotize
rept ct totivcs of the Wilrttittgtou District, U.S. Anuy Corps of FYapinvers (Catty) W cptcr upw the property Ix$*in
dc=ibcd for the purpose of conducting w -site invait4wims and issuing a deterrairumon ossocieaod with Waters of the
U.S. subject to Federal jurisdktion under Sac: Km 414 of the Clean Watcr Act armor Section 10 ofthe Rivers and Harbots
Act of 1899-
Additkogly. I hereby cant Carr+otim rwm-r. lne. (i.VJ) staff, Ocie designated ehornraeturs aid rgWe8Mdat1"wcs4 ss
well as atter Fech.rel, State or tn+cal .authcrrili4m soms to ft above Mk -o Lced ,qtr Wy whm necesmy, fiat tht: porpow of
ccmducting carr -site v;vvirommcMa.i o mrsulting services. I also 11mit CEI diet authority W act as aanhat izcd spa on behalf of
the owner of the alcsac listed property lbt the owwnuaieatiou, vubmisswn, artdtty apprlicatiCrrt to reakwa pvarnmw
entities, inchkiag local, state;, and federal autiwritic% for the mvicwcr, eccaptattcc, cold awFor appmwal of
enviroaft=W irri'unnation, ducumerttti, andlor perk repeats con+c'crnir* the aboty listed ply. Morse samim mvy
include r g hdoTy dcterminatlor s of enviroontueulari ka(wesD oe my propany such as ksuing a r,lctcretittmma associated
with sums sod wc11ands.1 ccrtify t!'tttt I am the JeW owner or auiheriir ud spni of the lop i owncr of ft sbove pet petty
ami lta c aulitorky to g" such access. I have made CF.I aware of, and s Wphcd all semi (a We Words tfciated W. poeviA rc
envinximenw investigations va the subject pnverty 0fWMcb 1 lmvv kwwlodgeY
0=ertAgent tsigptffey Daft /6 - 146 -14;

December 16, 2015
Angus Barn Properties. LLC
Benjamin A. Dean and John A. McConnell
12201 Leesville Rd.
Raleigh, NC 27 613
)
PAT MCCISO RY
DONALD R. VAN DER VAART
S: JAY ZIMMERMAN
Subject: Surface Water Determination
NBRRO#15-498
Wake County
Type:
I MlffieT Call Isolated or EIP Call
Z Neuse (I 5A NCAC 2B .0233)
❑ Tar -Pamlico (15A' CAC 2B ❑ EphemeraUInterrnittentiPerenniaI Determination
.0259) 17 Isolated Wetland Determination
1 ❑ Jordan (I 5A NCAC 213 M67)
Project Name: -Angus Barn Properties LLC Site
Location;'Dircctiotis: Property is located at the south side of Leesville Rd west of Sycamore
Creek and NW of Erinsbrook Dr.
Subject Stream: Sycamore Creek
Determination Date: December 9, 2015 Staff: James Graham
7i iy i3 ol,V, iwr Rzsotrcccs. RahJgh Rei ioni'l (A)11cC, \Aatcr Qailit% OperaOUN ,iCcn . 011
iti-IX %I wl I e see ('nter, NC 27699-1628 Phone: [phone]

December 16, 201
Angus Barn Properties LLC
Wake County
�—
Not
Subject
'
E/I./P
Start(c
�Stoiil
USGSSubjectTo
Survey
Topo
Feature
To
Buffers
,
Buffers
A
X
E
X
B
X
E
X
X
C
X
P
Throughout
X
Pond
!
XX
1
"F/ UP - fiphe3l�eraL4ntcrmist�nt f'crenniat
Explanation: The feature(s) listed above has or have been located on the Soil Survey of
Wake County, North Carolina or the most recent copy of the USGS Topographic map at
a 1:24,000 scale. Each feature that is checked "Not Subject" has been determined not to
be a stream or is not present on the property. Features that are checked "Subject" have
been located on the property and possess characteristics that qualify, it to be a stream.
There may be other streams located on your property that do not show up on the maps
referenced above but, still may be considered jurisdictional according to the US Army
Corps of Engineers and/or to the Division of Water Resources (DWR).
This on-site determination shall expire five (5) years from the date of this latter. Landowners or
affected parties that dispute a determination made by the DWR or Delegated Local Authority may
request a determination by the Director. An appeal request must be made within sixty (60) days
of date of this letter or from the date the affected party (including downstream and/or adjacent
owners) is notified of this letter. A request for a determination by the Director shall be referred to
the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service Center,
Raleigh, NIC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal
within sixty (60) days.

December 16, 2015.
Angus Barn Properties LIX
Wake County
The owner/future owners should notify the Division of Water Resources (including any
other Local, State, and Federal Agencies) of this decision concerning any future
correspondences regarding the subject property (stated above). This project may require a
Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the
Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of
Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact
James Graham at [phone].
Respectfully,
Danny Smith, Supervisor
Water Quality Section
Raleigh Regional Office
cc: RRO/SWP File Copy
Chris Hopper
Carolina Ecosystems, Inc
1040 NC Hwy 42 West
Clayton, NC 27520

a
r

U.S. ARMYCORPS
DISTRICT ENGEERS 0 P y
Action ID: 2015-02503 County: Wake U.S.G.S. Quad: NC -Southeast Durham
NOTIFICATION OF JURISDICTIONAL DETERIVIINATION
Property Owner: The Angus Barn Properties, LLC
Beniamin A Dean & John P McConnell
Address: 9401 Glenwood Ave
Raleigh, North Carolina 27610
Size (acres): +-17.9
Nearest Town: Raleigh
Nearest Waterway: Sycamore Creek Coordinates: 35.9156 ON, -78.75270 W
River Basin/ HUG: Neuse
Location description: The project is located off Englehardt Drive and Leesville Road Raleigh Wake County North
Carolina. (PIN 0773-294186 and 0778-382107)
Indicate Which of the Following Apply:
A. Preliminary Determination
X Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area.
We strongly suggest you have this property inspected to determine the extent of Department of the Amy (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations; this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
There are waters of the U.S. including wetlands on the above described property 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.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed, and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . 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.
_ . There are no waters of the U.S.. to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (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.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Tasha Alexander at 919-5544884, ext. 35 or
[e-mail].
C. Basis for Determination:
Features dated November 2015.
D. Remarks: Site visit conducted on December 22, 2015.
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 jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional 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
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
**Itis not necessaryto su it n RF�}q form tot�e Division Office if you do not object to the determination in this
correspondence.** r i l
Corps Regulatory Officia "''
Tasha texand r
Issue Date of JD: Februar 2016 Expiration Date: N/A
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
hqp://regulatory.usacestirvg.com/.
Copy furnished: Chris Hooper, Carolina Ecosystems, 3040 NC Hwy 42 W, Clayton, NC 27520

Applicant: The Angus Barn Properties, LLC / File Number: SAW -2015-02503
Benjamin A Dean & John P McConnell
Date: February 18, 2016
Attached is: See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A
❑ PROFFERED PERMIT (Standard Permit or Letter of ennission) B
❑ PERMIT DENIAL C
❑ APPROVED JURISDICTIONAL DETERMINATION D
01 PRELIMINARY JURISDICTIONAL DETERMINATION E
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the pert -nit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having detennined that the pennit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
Permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
ftl�k,,.
Or(I "ARE„":UE 1 FOR C1 7 CTIO S ",.-W&
..
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
r
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Tasha Alexander
CESAD-PDO
828-271-7980
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the o ortunity to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn.: Tasha Alexander, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

RECEIVEC.
Nov 2 0 20'5
ATTACHMENT A RALEIGH REGULATORY
PRELIMINARY JURISDICTIONAL DETERMINATION FOM FIELD OFFICE --
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):_� P? � 2n��,p
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD,-
Chris
D:Chris Hopper, Carolina Ecosystems, Inc.
3040 NC Hwy 42 West, Clayton, NC 27520
C. DIS
,�RICT OFFICE,�ILE N MF AND NUMBER:
c F_ _ it
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
0 Englehardt Drive, Raleigh, NC 27617
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: Wake City: Raleigh
Center coordinates of site (lat/iong in degree decimal format):
Lat. 35.9156 °N; Long. -78.7527
Universal Transverse Mercator:
Name of nearest waterbody: sycamore Creek
ow.
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
465 linear feet: 34 width (ft) and/or acres.
Cowardin Class: Riverine
Stream )=low: Perennial
Wetlands' 0•9 acres.
Cowardin Class: Palustrine Forested and Palustrine Emergent
Name of any water bodies on the site that have been identified as Section 10
waters
Tidal:
Non -Tidal:
1

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
Office (Desk) Determination. Date: Lo
Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
XMaps, plans, plots or plat submitted by or on behalf of the
pplicant/consultant: Vicinity Map
Data sheets prepared/submitted by or on behalf of the
pplicant/consultant.
%C Office concurs with data sheets/delineation report.
Office does not concur with data sheetsldelineation report.
❑ Data sheets prepared by the Corps:
Corps navigable waters' study:
U.S. Geological Survey Hydrologic Atlas:
[j USGS NHD data
USES 8 and 42 digit HUC maps
U.S, Geological Survey.map(s). Cita scale & quad name: 1.24KSwtre=4Mftn(2013)
USDA Natural Resources Conservation Service Soil Survey.
Citation:
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
100 -year Floodplain Elevation is:
(Nationale GGeodectic Vertical Datum of 1929)
Photographs tY 1 Aerial (Name & Date): 2013 statewide Aerial Photographspr
[] Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter.
❑ Other information (please specify):
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
upre-construction notification" (PCN), .or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon they subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as. soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected "in any way by that activity
are jurisdictional waters "of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement "
action, or in any administrative appeal or in any Federal Court; and (7) whether-
the
hetherthe applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 G.F.R. Part 331,
and that in any administrative appeal, jurisdictional"issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists.over a site, 'or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be" waterS of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
Kure and date of
latory Project Manager
:UIRED)
a
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Angus Earn Properties, LLC. November 2015
Strearn and Wetland Tables
Table I.
Strum Name Name
Stream Status
Bankfull
Height (Feet)
Bankfuil
Width(Feet)
Length
(Feet)
Scores
ID
DWQ
(Acres)
Lat
Long
SA
Perennial
0.5
4
465
35.9170
-78.7524
Table 2.
wedarld
Class
Size
USACE Forms
ID
(Acres)
Hydrologic Cowardin
WET
UP
Lat
Long
WA
Riparian PFO
0.27
x
x
35,9178
-78,7587
-kV D
WE
Riparian PEM
Riparian P170
0.39
0.26
x
X
x
WD*
35.9170
35.9169
-78.7524
-787514
WF
Ril)aj-iaiit_ PEM
0,04
AA rl9*
WDA
3 ,9169
-78:7520
- = No Score,
X Data form cQmpfeted
Referenced vve.'fland fORTI
RECEIVEC
qv 2. 0 2015
RALEIGH REGULATORY
FIELD OFFICE
Page 1 of 1

'I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
USING REFERENCES SHOWN HEREON; THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN
BOOK J PAGE _ OR OTHER REFERENCE SOURCE THAT THE RATIO OF PRECISION OR
POSITIONAL ACCURACY IS 10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND
SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600).'
J I THIS "4 DAY OF A/' "w 64X' 2 e]4.
SEAL \ -
PROFESSIO DSURVEYOR
. �L�41
VICINITY MAP -1• = 1000'
TEP FORREST F. III A IOMBERLY
ANTHONY K DUDLEY PW:0B5PPARKER
12
$ PW:077Si%7% DB.IWG.A36
DB. 15615 PG. 1313 /
CITY OF RA SIGH
DO. 13424 PG. 1285
BM. 2013 PG.519 /
I V I
ANTHONY K DUDLEY
-
PIN:
07183WT 9/976
REFERENCES: UP CONTROL CORNER DB. 130PG. 1310
13M.2013PG.51ME NG GRID(NAD'MI 1)
COORDINATES JURISDICTIONAL WETLANDS -W
00. 13/20 PG. 1285 N:]88895.6660 FEET
E: 2073329.2910 FEET 711 SF (ANTHONY K WIX.EYPA
DB, 15645 PG 1310 1118E
DB. W144 PG, 2303
138 3135
JURISDICiN1NN JURISOKTONU 37 ::_. 3137
WETLANDS •YJD- WiTlANDS-WD' 3110
5,147 SIP ��31 �,.j131 .':3.../
(CALATLANTIC GROUP, INC. PARCEL)
91 SF
JURISDICTIONAL WETLANDS -WE-
(ENGLENAROTORNE)
1,466 SF
BENJAMIN A. DEAN
AREA TABLE
: 3129 112+
11([.1 i ':
FEATURE 12,157 SF
FEATURE'WE': 21,773 SF
FEATURE *W",
JOHN P. MCCONNELL
R 316
727 3126 715
s' , I I I
CAROLINA ECOSYSTEMS, INC
PIN: 715
DB. 1605 PG. 115
SCALE: 1" = 100'
3.i
3776 il5 -
3i%T M+�IMfi
Ep
CITY OF RALEIGH
BM. 19]]PG, f46
0 50 100 200
3725
31 3177
9/W _. Yf4T
-
PM: 0778691043
X11111111//I
�A�S+�0DNT LYDPeu7NG BTA7%M(CORS)
�
IV ��0�.y'
31%
DB. 13AU PG. 1285
`1.
3124 3116
�:
�D�p
Bk 21463 PG. 519
•
4 25 =
7119 3118
37M 14
3705
♦
FALF1011 WME COUNTY NORTH CAROLINA
NIXON 8 KENNEDY, INC.
3152
3715 .. 3123
��i� 3U � J�
RPH�•PTKalloNUr
X&4SpaOTEs AAoolfsBBSS,
if4� ,.EG�QL�`p//,tic
312? JURLSNCTIOILLL 31
SCALE: 1'=100' LOT NUMBER
JUMSMT*M WETLANDS"WP
.aID«HaNiD�uuEa
• esne A10N1° a�Rmpe.lm
F""�71
NaUPM1otNrrA(c M
JURISOCTN)NAL
WETLANDS
WETLANOS"AE-
31U
3121
(CITY OF RALEIGH PARCEL)
10.%0 SF
SURV'D BY: GS W.2013 PG, 51M
DRAWN BY: DG DB._W PG. SURVEY
(CALATLANTIC GROUP.
3147 3102 3703
XOTE: ADDITIONAL WEilJWDS EAST
JURISOICigNALJ INC. PARCEL)
/,ISO SF
ON CRY OF RALEIGHTRACT FAST
WE]LANI= F
ERANIIS-WE'
JURISDICTIONALARDTD
FRON SURVEYEDIAET.A1D E CTENTS
1.9275E
(ENGLEHWLDT DRIVE)
I
FLANGED NOT DELINEATED.
5,1 % SF
SUREENVEYED ATTHIST
FLAGGED OR SURVEYED AT THIS THE
��
EIPCONTROL CORNER
91
NC GRID (NAo' )
COORDINATEINNATES
N: IBM9/.2]W FEET
E. 20132%.8028 FEET
CALATLANTIC GROUP, INC.
RN:0178382f07
D&
/^
SF�.
O
BI.2bI3 P0.5195Z0
0133 .51943
89
6T
\�
AREA TABLE
JURISDICTIONAL WETLANDS ElP
'M' O
FEATURE 12,157 SF
FEATURE'WE': 21,773 SF
FEATURE *W",
1 923 SF
TOTAL: 35,7153 EF
EP
O TcA`�1 WETLANDS DELINEATED BY
CAROLINA ECOSYSTEMS, INC
SEE SHEET 3 FOR POINT DATA TABLES Ep O OCTOBER 2015
SCALE: 1" = 100'
1. AIWMEY000ROMWGEOMEIRYU{JMSW Cn* N M
2. ALLOITANCESAREHOR070NfKGROUlO01NfANCEL
7MCMMMT7SW%OF7l RA7AMMKYIHCISMMI M CFrEJIIQIY10F6 OOF
3. NLNRiEEMAMPUBLEMGHT$0FWAYUKMNII MOTH 90418E
4. NONOTM MONUEWWITHI22.000 FEET OF PROPERTY.
S. NDFEIW ROOD HA7ARDAEAB PER FIRM NUMBER 3r=YSOW DATED WY;2000.
Q 7HE000 MTE894OWHONnOPLATI1EPEMW®BYRFALTMWWORKMQ
OIOMAL FCSITgFIDSY81B11GP51.77D91ET10DR®IA.TBN QMD 1sYJO11)•LWU
YTAAERNANVE
71EOFNIN7BUCTM OE7 r TIEGOELEE ONMMM%TL E71NENAOVMMI1EUMGLM
Rdo M UAIOIN,7IEDET9Y MOFM IIO1gJI1MC IRYWi UIONFMA1 Wrio
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R(sNRLaMOW707EMU MffCVIN6B9®EWU=DBSEMMJL-
MPM=NORli1L
0 50 100 200
BSIP0114=ND N7 IN'AL OATUMM(MEAN SEA LEVEL)
X11111111//I
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DATE
uBvfrcnDla
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WETLAND DELINEATION MAP
•
4 25 =
o EALPIPE
ENGLEHARDT SUBDIVISION
♦
FALF1011 WME COUNTY NORTH CAROLINA
NIXON 8 KENNEDY, INC.
DATE: 11-W16 PIN (SEMM
SHffT
��i� 3U � J�
RPH�•PTKalloNUr
X&4SpaOTEs AAoolfsBBSS,
if4� ,.EG�QL�`p//,tic
SCALE: 1'=100' LOT NUMBER
.aID«HaNiD�uuEa
• esne A10N1° a�Rmpe.lm
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1
OF
3
PROJECT: 15159
SURV'D BY: GS W.2013 PG, 51M
DRAWN BY: DG DB._W PG. SURVEY
-----..___.2.2.2.2.,,..,--......,._..,<...,.., r. .. �..�..��................. in tq, iinweo�a a.m.m.•i. u.w

E CONTROL CORNER
NC GRID INA'
'8YW11)
COORDPIATES
N. 7809/1769 FEET
E: 2073206 E
.8028 FT
ANTHONY K. DUDLEY
PW: 077839/190
DB. ISMS PG. 1313
ANTHONY K DUDLEY
PIN: 077838/976
DB. 156415 PG. 1310
3171 3108 8 � �'
JURI6DICROIIAL S11EAY
--/5ffNEUSERrVERRIPARLkN
351 LF /1,'AI SF
CNATL W TIC GROUP, NC. PARCEL)
BUFFER AS MEASURED
FROM TOP OF BANK
AREA TABLE
JURISDICTIONAL STREAMS
STREAM: 605 LF 16.278 SF
TOTAL: 605 LF 16,278 SF SF
(EXTENT OF AREA SURVEYED)
SEE SHEET 3 FOR POINT DATA TABLES
SCALE: 1" = 100' 1'REASBYCOODIATE
2 AULDISTANDk8AREHa
A AILSIREEMAREPUBLI
I. NOICNMMONUMINrN7
0 50 100 200 a NOFBUROODK IS
IL TIECOMOMATESONDI
/rip /
LEGEND
r.
EXISTING
48240 _
IRON PIPE
o
° �'
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,
/ /
PINAT7839M
1'EIP /
. PK=PKNAL
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DB. 73121 PG. 1285
FORREST F. 1116 KN6ERLY
N.PAT
BM. 2013 PG, 519
/ /
DB.iW05 PG. Rig
O 1007D5 PGM 20
PROJECT: 15159
REFERENCES
BM. 2013 PG, 519-520
UP CONTROL CORNER
NC GRID (NA' '0411)
�
08. 13121 PG. 1285
COORDINATES
N: 7BU95.""FEET
DB, 15615 PG. 1310
E: 20733291910 FEET
DB. 165" PG, 23113
BENJAMINADEAN
JOHN P. MCOONNELL
3193 173
PIN: OR0291186
DB. 76D5PG. 715
BM.1977 PG 146
3174
E CONTROL CORNER
NC GRID INA'
'8YW11)
COORDPIATES
N. 7809/1769 FEET
E: 2073206 E
.8028 FT
ANTHONY K. DUDLEY
PW: 077839/190
DB. ISMS PG. 1313
ANTHONY K DUDLEY
PIN: 077838/976
DB. 156415 PG. 1310
3171 3108 8 � �'
JURI6DICROIIAL S11EAY
--/5ffNEUSERrVERRIPARLkN
351 LF /1,'AI SF
CNATL W TIC GROUP, NC. PARCEL)
BUFFER AS MEASURED
FROM TOP OF BANK
AREA TABLE
JURISDICTIONAL STREAMS
STREAM: 605 LF 16.278 SF
TOTAL: 605 LF 16,278 SF SF
(EXTENT OF AREA SURVEYED)
SEE SHEET 3 FOR POINT DATA TABLES
SCALE: 1" = 100' 1'REASBYCOODIATE
2 AULDISTANDk8AREHa
A AILSIREEMAREPUBLI
I. NOICNMMONUMINrN7
0 50 100 200 a NOFBUROODK IS
IL TIECOMOMATESONDI
/rip /
LEGEND
r.
EXISTING
48240 _
IRON PIPE
o
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,
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. PK=PKNAL
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I�LPl310TPSMlSIE33
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i D
FORREST F. 1116 KN6ERLY
N.PAT
42
/ /
DB.iW05 PG. Rig
O 1007D5 PGM 20
PROJECT: 15159
/ E�
/
_- BUFFER AS MEASURED
♦ FROM TOP OF SANK
30708 E o JURISDICTIONAL STREAK
F'� `♦♦ 179 LF 11,11M OF
03 _ 66 \ (Cm OF RALEIGH I EXTENTS 81W9EYED)
X07
0 6651
U66 �
6649 1Gfi/2 \\
3/87 308 6618664 6643 \ CRY OF RALEIGH
EIP ^\ 6646 PIN: 0778!9'1013
DB.13121 PG.1265
RM. 2813 PG. 519
EKBTr OFAREA
JUIT601'TIONAL STREAM SURVEYED
61 LF I6MSF
(ENGLEHAROT ORNE)
L
� 91
CALATLAN7IC GROUP, INC. F6++
PIN6544 PG.
O
D& 16564 PG. Y103 Y�
SM. 2M3 PG. 514520 .�
89
e7
EP O86
EP 85SJe'C' \
WETLANDS DELINEATED BY
CAROLINA ECOSYSTEMS, INC
EP O OCTOBER 2015
y- z
LEGEND
r.
EXISTING
48240 _
IRON PIPE
o
° �'
,
CP• CALCULATED PONE
�,Ci`�:!••
:
sUR`) O�'�`����
. PK=PKNAL
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L3TATKM
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)
D17E
uME/C"DND,
WETLAND DELINEATION MAP
ENGLEHARDT SUBDIVISION
RALEIGH WAKE COUNTY NORTHCAROLM
INEDY, INC.JDATE: 11.1418 PIN (S83SUIVEI� SHEET m LOTNUAEER 2
ORIpIL1R9 URVD BY: GS BM.2D13 PG.5195I0OF3a1wHq;xlaAlT;RAWN BY: DG DB._SFJ~PG.BURVEN $

WAND.
CREEK TOP
1. AMAS BY COORDINATE GEOMETRY UNlE35 SHOWN OTHERWIM, THSCB M TIMTTNS OWfOFTMPAT/CMPATELY DIPM THE POLNIM OF71EA1ECIKN CFOM=IDI OF
2. ALL DISTANCES ARE HORQONTAL GROUND DISTANCES. THE OfNI NATER ACTAS RIBEME0 BY THE
ME IMS48T16EBAQWIIfNREWWgI OUR
3. ALL STREETS ARE PUBLIC WGHTSOF-WAY UNLESS SHOWN OTHERWISE. KWUNSWOAATOE,IIEOEIBYMTION 0FBIOI/DIAMENCRONWYBE lFDUI0IF0R RMMWTM
4. NO NCCS MONUMENT WITHIN 2,OOD FEET OF PROPERTY. SUM FIVE N YENS FRDM THS DATE TIEWEISIO®COIMIEI®THS LETBENMIING
TION UIITIENRbRMTE
5. NOTEMA FLOOD HAZMD MEAS PER FIRM NUNBER 378M1181)DL DATED MAY 2,2000. RMDK REflHBRTOTHE
"WDS. ANN CAPS"FaMEDEEERAXIII11ATIONMNAIAL-
S. THE COORDINATES SHOWN ON THIS PLAT WERE DERIVED BY REAL TIME NETWORK(RTN)
GLOBAL FOSffIONING SYSTEM (OPS). THIS METHOD RESULTS IN (NAD 18012011) -(CORS FEGMATa(WCIN,
80) POSITIONS AND NORTH AMERICAN VERTICAL DATUM M(MEAN SFA LEVEL) TRIS
ELEVATIONS US NG THE CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS)
MAINTAINED BY NORM CAROUNA GEODETIC SURVEY. 617E
DBICEILTIONUN0.
LEGEND WETLAND DELINEATION MAP
PP•FJaNW SN PIPE ENGLEHARDTSUBDIVISION
o
PS.
ASESTNGRO
CP-CN.CULATm POINT RALSON WAKE COUNTY NORTH WOUVA
PK NAL
Rrtrt-0P wnr BASS, NIXON & KENNEDY, INC. DATE: 11.1118 PIN (SEE SURVEY) SHEET
AoonEss 0 owawCONU& Eao SCALE: 1'= 100' LOT NUMBER 3
NMBIINORINCARaNAZNm OF
• ��IoSII�E:I�F1 N1�IaoR(mo>;saler9 SURV'D BY: GS BM.2013PG.519.520
'ROJECT: 15158.TSLiAAT�IMENEABNCB68(OM108NBA�SG DRAWN BY: DG DB._SEE_PG._SURVEY_ 3
W15\151 S8- Hogue Dern 51ltlN&OMSURVEY\1515 D\dwg\15158 WERANDS dw.11X1 Z(3),11/14%20105:D1:10 W. deg

U \
70
�:�3YYi7iil
Lick
I / i
Lat 35.9156 / Long -78.7527
Wake County, NC
CAROLINA
ECOSYSTEMS
November 2016
70�.
1
N Original Alignment
0'
Mile Updated Alignment
USGS Named Streams
c
Figure 1: Vicinity Map
Englehardt Preserve
(Angus Barn Properties)
Wake County

P. �.,... '
N a
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r
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Figure 3: Jurisdictional
CAROLINA N 0 150 300 Original Alignment Pond Fi g Features Map
ECOSYSTEMS Feet Updated Alignment Wetland Englehardt Preserve
2013 NC Statewide (Angus Barn Properties)
November 2016 Aerial Photographs Stream Wake County

e
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
tv"R9tl!�s R
\
\wl Ror
M' SHOO -2 YAW 9iT .?' ,t T ME• _-
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PIN: 0778-29-4166
BY 1977 PG 146
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NOTES:
1. WITHIN THE AREA OF SIGHT TRIANGLES, THERE SMALL BE NO OBSTRUCTING WALL,
FENCE, SIGN, FOLIAGE, BERMS OR PARKED VEHICLES BETWEEN TWO (2) FEET AND EIGHT IBI
FEET ABOVE CURB LINE ELEVATION. RSDM SIZ3
2. THIS DEVELOPER HAS REVIEWED, AND THESE PLANS ARE IN COMPLIANCE WITH, THE
REGUIREMENTS SET FORTH IN THE SOLD WASTE DESIGN MANUAL
3. FOR SINGLE FAMILY HOMES, THE STANDARD REFUSE CONTAINER MUST BE STORED
EITHER N THE GARAGE OR BEHIND HOUSE SO THAT SAID CONTAINER CAN NOT BE SEEN
FROM THE PUBLIC STREET.
4. SEE SHEET Cwt FOR TYPICAL STREET CROSS SECTIONS.
SIZE DATA
PIN: 07782107
ADDRESS: _. 7201 ENGLEHARDT DRIVE
ZONING: R -6 -CU SHOD -2
PROPOSED USE: RESIDENTIAL
TOTAL AREA: 13.845 AC.
AREA IN RNV: 2.085 AC.
OPEN SPACE: 3.136 AC.
AREA IN LOTS: 8.644 AC.
BUILDING SETBACKS:
FRONT: 20'
SIDE: 16' AGGREGATE (5' MIN.(
REAR: 30'
CORNER SIDE: - 20'
NUMBER OF LOTS (RESIDENTIAL):
NUMBER OF LOTS (OPEN SPACE): 42
' \\d--' 20' RIVATE STORM
DpO. szz 7s A7aD s '\ As I " ORAINADE EASEWENT
' _ 4e7
T,IN SF \'\ (TYR.1
-.,t-' \. -_ __- c"Eell°EMCi31 . ` \'\ j $, i i
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I P Gem I 22.945 S . i i ' 6 �., BJze Y •\'\ '..� ,S. SHE DETAIL a - '
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\ I I / / O SCM T is i TO PROPERTY LIME. I
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EWSEIEN 'E�OI '. "`'' I TRE I ! Z y
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VARIABLE STORY B,BBOBE," ppA�
AAAl Wa TATE� ♦,.iDMIITYPMABE EM9EYENT / ` EA$EIEMi
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\ 'X i' i\ EASEYEMT i 'ICONIC. 15'% 15' .OPE EASEYEMT's I
STOP 1 WALK i i .OPE EI W'NIOCESSED
sIG _�___ \ /1 v\ EASEMENT �91 Tx W. OILLFY
xx�WpAA Vol . 7O .\ - _
OIM)MTEMANCE ' .566 I
\� 85 FASEYEM7 ``\5' 390' - 1 , I- I 1 2
/ \ a. 1'./ slmT EASEWENi�' . • �.� V 65;1 - '^ Q
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\ \ '• .'�' EX. n clrY OF RA Elcx p1AlLEEYc1E�.lx`" •� \'�a
IN: IS 5t9-570 i i S6AiNT / `
\ d/ �l!� \ DB
NOTES: (uNt]424
DEVELaPEDI CONCURRENT REVIEW APPROVAL
1. CLEARING AND GRADING IS NOT PERMITTED IN GREENWAY EASEMENT. `'\ `E�.. / E�SE�LENT0 CITY OF RALE04 - PLANS AUTHORIZED FOR CONSTRUCTION � •'q�2�4_
cc
2. THE MINIMUM CORNEA CLEARANCE FROM THE CURB LINE OF •,`� / `( / / PW15 FOR IME PA60Yp UY ME B[p REV[ FCII OEMM4 COIRINWR WM O Z
INTERSECTING OF THE
SMALL BE RI LEAST ZO FIEF FROM THE POIM \ / / �\ 7�. I APRN•AEE mpEi MS WTm IELn YAI NIIMDe7ArgM FOR, GDa1RIKnM R Wl ID ` O
MI TANGENCY OF THE CURB. E. DRIVEWAYS SWILL ENCROACH ON THIS / / ` g Lv®EICO 10 EENEYIII E..,..AL L RIDITH ALL IE04 R[yRFYEMR FOI
MINIMUM CORNER CLEARANCE. ''/ ---- T Gj
/ DEVELOPWOR AND mNsmDrnaL M Poo" OWEB, DnoW NWBATAMTS AID bY W aT7
3. ALL SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE BLIND, . \ / WWIRACIOS YR Utx I�OW�E FO9 COIRWNQ 111M ALL APPLICABLE CITY, STATE AND I LLO
HAVE LOW VISION AND PEOPLE E PE MOBILITY OCILSABILFTIES. PEDESTTWN / \ / n691FFftAO01DMAg1gyORBypl APfIYI, NDI 9YlL rt ffCONSTNGROIfTES AND ALTERNATE PEDESTRUW ROUTESDURING\/CONSTRUCTION WILL BEREQUIRED TO BE COMPL= WITH THE PUBLIC \/ 1��,RY AWL C0161YGTRH SSSI
RIGHTS OF WAV ACCESSIBILITY GUDEUNES IPROWpOIL 2010 ADA DD NCTION /wSTANDARDS FOR ACCESSISLEDESIGN AND THE MANUAL ON LINWORM / M15T BE Y ACODDVWOE BM ALL LOCA, WAR YD rMW4 Rll6 /W H N""C v
TRAFFIC CONTROL DEVICES (MUTCD). \ \ /
\ / "� TRANSPORTATION FIELD SERVCES
{. A MINIMUM FINISHED FLOOR ELEVATION WILL BE REQUITED FOR ALL LOTS ,\ / IYTVr �,�.•
ALONG THE FLOODPLAIN BOUNDARY. // \ \ / PUBLIC UTILITIES.
5. ALL RETAINING WALLS GREATER THAN 30" SHALL HAVE A SAFETY RAIL AT\ Imo" 4pPP1. BE�„WAui
TOP OF WALL. \ \ ILLI,\V STORMWATER: 1
6. CITY OF RALEIGH DUE DILIGENCE SESSION HELD FOR THIS PROJECT ON \
\ \Ll PLANNING/ZONING
8-15-15.
/\ FIRE: I
7. WHEEL CHAIR ACCESS RAMPS WILL BE PROVIDEDSTAN IN ACCORDANCE WITH / I r
RALEIGH PUBLIC WORKS TRANSPORTATION STANDARD DRAWINGS T�20.01.1 / URBAN FORESTRY: _--- W
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D

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND /OR NCDOT STANDARDS AND SPECIFICATIONS
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STANDARD UTILITY NOTES (AB APPLICABLEk / \\ / ^,III111 - - - _ _ _ i I
\ `DTMYIIAR 111 \ `
1. ALL MATERYLLS 6 C0IBTRUCTON METHODS SMALL BE IN ACCORDANCE WRH 5. 3.d MINIMl1M COVER Ig REWIRED ON ALL WATER MAINS 6 SEWER FORCEMIUNS. I NTFNAMCE C.-
`` 85 EASEMENT SAJ \ \ _
COTYLE RALEIGH CURRENT EDITION) d.d MINIMUM COVER I3 REWIRm 01-MAIN$ .''? td•, 13./ .--''--\ -_._-- - A.
-i- _.--------
UTILITY
_.- - ` ,LI AMID EDR34A
_ CORPUD HANDBOOK, CURRENT EDmoN) ppE ` � --- _ Ly, , SL E i W 0 Q
2. llnLITY SEPARATION REQUIREMENTS: 8. ITS
THE DEVELOPERS RESPONSIBILT' TO ABANDON OR REMOVE IXIS'TINO WATER -TENT `'- i y ME
Fx bP� I ,v^/
& SEWER BE
_
RVICES NOT BEIM
1 ,.
G IBE OF RALEEYE
LOPMENT OF A SRE UNLESS �' ` -
' OTHERWISEDIRECTED By TM griALEIGH PUBLIC UTILITIES EFROM RENT. / �' `J.' ,�'� -----""-"----- -„�..6 ay k _
A) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER 8 ANY THIS INCLUDES ABANDONING TAP AT MAIN 6 REMOVAL OF SERVICE FROM ROW / _ _ ' xR N 71•,. LU
E PRIVATERESERVOIR
OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED OR EASEMENT PER CORPUD HANDBOOK PROCEDURE \ / tt1 'TEE 1 iE'a4 : = \ \EX
RESERVOIR USED ASA SOURCE OF DRINKING WATER. IF ADEQUATE LITERAL ♦t ,n lI' D.Y.•, i .1A .i, •i. i ..'_ ��,\ /EX IMM?4H.10i:3:ii w i JC
m° SEPARATION CANNOT BE ACHIEVED FERROl1S SANRARY SEWER PIPE SMALL c` PE° ------------------ _ l i
BE SPECIFIED 6 INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE 7. INSTALL Y.• COPPER' WATER SERVICES WITH METERS LOCATED AT ROW OR WOTHIN c p_ _ '
MINIMUM SEPARATION SHALL NOT BE LESS THAN 2S FROM A PRNATE WELL A 7X7 WATERLINE EASEMENT IMMEDIATELY ADJACEM. NOTE: R IS THE APPLICANTS \ O `� !'i' ' i •7. si• .{• •L My 1 _ ; \ `�a' iweoir7:'i1x.iE N1
i OR 5d FROM A PUBLIC WELL RESPONS BILfT TO PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION (9 - y cF _- \
TO PROVIDE ADEQUATE FLOW 6 PRESSURE•:X i J3p. �P:R..E[u
B) WHEN INSTAWNG WATER d/OR SEWER MAINS, THE MORIZOMAL SEPARATION SEX U DK.Nx"aE MIA .L ysRAIIPi:CFiF.� J%\ pI Q
BETWEEN IfRLRIES SHALL BE 1d. IF THIS SEPARATION CANNOT BE MMNTAINE 3. INSTALL 4' PVC SEWER SERVICES 1.0%MINIMUM GRADE WITH CLEANOUTS \ -e �' �'� K sEMNr / `. 21�b, `y5, I ' •s IX eI ` $ m
LOCATED AT ROW OR EASEMENT U E d SPACED EVERY 75 LINEAR FEET MAXIMUM \ -e� /E'x \\ r
DUE TO EXISTING CONDrn" THE VARIATION ALLOWED IS THE WATER MAIN b';.: \ \ \
M IN A SEPARATE TRENCH WITH TITS ELEVATION OF THE WATER MAIN AT LEAST 9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER gERVICES IXCEEOING F" i' / Myp+TFE� B�Q.A. 1 CONCURRENT RENEW APPROVAL .R . \ - �+• m1 .71 A, Q
1S• ABOVE THE TOP OF THE SEWER b MUST BE APPROVED BY THE PUBLIC SO PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANRARV SEWER SERVICES Ex RATERL
N IJTIUTIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE i�,',;: .. :.....,F '�,_--_ _ -_AF. FN o
HAVING BUILDING DRAINS LOWER THAN 1.d ABOVE THE NEXT UPSTREAM MANHOLE /• DO YEAR CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION ` . �, =q 0+ +'1� ---- _ _ 3
A DIAMETER TO OUTSIDE DIAMETER FX w //•^``Ec ,z• a•7mL,NE \ / FLWO ST WADE `.,`
70. ALLENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED / FX i1 C EASEMENT
C) WHERE R S IMPOSSIBLE TO OBTAIN PROPER SEPARATION OR ANYTIME A IAFPROX. L0c•TIa„ � HAr6 Tat M Pg0'pgp IB NA1E OEN RER� TDM mERA COWNa ,81 '., ' .. - - -.
SANITARY SEWER PASSES OVER A WATERMAIN DIP MATEIIW.S OR STEEL FROM NCDWO, USACE 6/OR FEMA FOR ANY RIPARIAN BUFFS WETLAND 8/OR / APHIDABE (mFS 1113 WI[0 REYER Aro AURga(ARW Fdl Ca61RUClld N Mm TDI, 4
ENCASEMENT EXTENDED 1d ON EACH SIDE OF CROSSING MUST BE SPECIFIED FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
FX a
6 INSTALLED TO WATERLINE SPECIFICATIONS ±' Ey* \ / \ t wMSFRm TD R[FAESNT TOTM cOwIYMa YTn NL ILGM R[aEEIENti ru _ _ T ut ?
11. WORK / RMUDINO ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY llTIL17V' \ / DFYEIaROIi NO C06M,IeM TIE RlOpitt DREIL DE9W COBATNnS NO F =INE - -
D) SE MINIMl1M HORIZONTAL SEPARATION 13 REQUIRED BETV/EEN ALL SANITARY WORK INCLUDING OADMAIN EXTENSIONS d SERVICE TAPS) WOTMIN STATE OR RAILROAD \ / FX vv
SEWER 6 STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR ROW PRIOR TO CONSTRUCTION / - \ \ \ / / \\ NOTE: COI,IKTa6 ARE EAat RL E Fat OMPLNa Yd AIL A,;UCJ aC M. STA, AMC w -_- ---d•E R R 1
SAN
RARV SEWER ITIIRM lA6 R6 SRCaC AURIaa1AnIN gya 6 Not A FFRYT, YOI SM1LL rt H J LLO y
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZNG CALCUUTIONS E \ �\ \ / /\ t. A MINIMUM FINISHED FLOOR ELEVATION WILL BE REOIB® EOMI ALL LOTS aRBAan ro IERMM NR MaAtgl 6 OTT, SIA, IN RO[Ra uE Au DO61R1CIIaM EX. 2
E) MAIMMN 18' MIN. VERTICAL SEPARATION AT ALL WATERMNN 6 RCP STORM INSTALLATION SPECIFICATIONS SHALL BE APPROVED BV THE CORPUD FOG PROGRAM \/ / a
DRAM CROSSINGS' MAINTMN 24' MIN. VERTICAL SEPARATION AT ALL SANITARY COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PERMR. CONTACT 711 BEASLEV AT \ \ / \ ALONG THE FLOODPLAIN BOUNDARY. YYST E N Aerapwa �Tx AIL Ia'X SIA, NO EMFaAL RLLES Ab I[oaAmM¢ P l/ C Z
SEWER 8 RCP :,,, M DRMN CROSSING$. WHERE ADEQUATE SEPARATIONS {(,018 250-7825 OR TIMOTHY.BEASLEV@@RALEIGHNC.GOV FOR MORE INFORMATION 1 RY CMS 0
CANNOT BE ACHIEVED SPECIFY DIP MATERIALS 6 A CONCRETE CRADLE HAVING CRONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON ~ \ / TRANSPORTATION FIELD SERVICES,_C
B' MIN. CLEARANCE (PSR CORPUD DETAILS W_41 d Sd9) 13. DEGREE OF HEALTH HAZARD INVOLVED A$ LI5TEU IN APPENDIX-B OF THE RULES
GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROUNA THESE GUIDELINES \ / / DO N SEI C 5 UCT 1 ON z o
F) ALL OTHER UNDERGROUND IJRUTIES SHALL OR OSS WATER 6 SEWER FACILITIES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF / \ \ / PUBLIC UTILITIEScc
WITH 1S• MIN. VERTICAL SEPARATION REQUIRED SANRARV ENGINEERING fA33E STANDARDS OR BE ON THE UNNERSIIY OF SOUTHERN • LL
CALIFORNIA APPROVAL LIST. WjE DEVICES SHALL BE INSTALLED AND TESTED \ ` SiORMWATER: \. W
3.
ANY NECESSARY FIELD REVISIONS ARE SUBJECTTO REVIEW 6 APPROVAL OF AN (BOTH INmAL ANO PERIODIC TESTING THEREAFTER II ACCORDANCE WITH THE
\ / �'a•`,,
AMENDED PLAN NOR PROFILE BY THE CRY OF RALEIOry PUBLIC llTILmES UFACTURERS RECOMMENDATIONS OR THE L� CROSS \ \ \ / / PLANNING/ZONING: Q
DEPARTMENT PRIOR TO CONSTRUCTION CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT Liy y
tO JOANNE HELVEY AT (919) 2125823 OR JOANIE.HARTLEY®RALEIGHNC.GOV FOR
Lu
4. CONTRACTOR SMMAXI CONTINUOUS WATER 8 SEWER SERVICE TO EXISTING MORE INFORMATION j\:
RESIDENCES 6 BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT, ANY
_ NECESSARY SERVICE INfERRUPRONS SHALL BE PRECEDED BY A 2A HOUR EDIT TYPICAL SERVICE SEE 6 MATERIAL AS APPROPRIATE IAiBµ FORESTRY: tj r J
� ADVANCE NOTICE TO TIE CITY OF RALEIGH PUBLIC UTLLRIES DEPARTMENT
EEFT WLIJ
0 20J BASS, NIXON O KENNEDY, INC E%L.-RESERVES ITS CW LAW COPYRIGHT AND OTHEN PROPERTY RIGHTS 1NE9: PLANS TNESE RAMS ARE NOT TO BE REPROWCE., C.-CE n OR COPED IN ANY FORM OR MANNER YMAiSOEVER, NIXt ARE ?HEV TO BE A99O,E0 TO ANY 11IRO PARTY 41THOUT ER9T OBTAINING Mf E%PRE59:0 NRITTEN PERN590N AND C-7 OF BASS, NIXON A KENNEDY, INC. SITE ACCES�IIUTY• 0 t20
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IMPACT STREAM IMPACT
DESIGNATION TYPE IMPACT (LIN. FT.)
STREAM AND
A WETLAND IMPACT 166
LEGEND
STREAM STREAM TEMP.
IMPACT IMPACT FOR
EROSION CONTR
WETLAND
IMPACT I
50' NEUSE RIVER
BUFFER (MEASURED
FROM TOP OF BANK)
—.'— •� 436
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30' ZONE 1
PROPOSED
HEADWALL
(PER NCDOT
STANDARDS)
30' ZONE .1
20' ZONE 2--, C
50' NEUSE RIVER
BUFFER (MEASURErE
FROM TOP OF BANK)
:ieremy H:
VARIABLE PUBLIC
EX. RIGHT -OF -MAY
,��•--••x.992
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438 _
436 -
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WETLANDS
(TYP.)
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AREA OF TEMP.
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EROSION CONTROL Z
(SO. FT.) O
476 ''0
V♦
475
ZONE 1 IMPACT
ZONE 2
IMPACT
AREA OF TEMP.
AREA OF TEMP.
AREA OF TEMP.
AREA OF
INNER 30' OF
OUTER
20' OF
STREAM IMPACT FOR
ZONE 1 IMPACT FOR
ZONE 2 IMPACT FOR
AREA OF
STREAM IMPACT
NEUSE BUFFER
NEUSE
BUFFER
EROSION CONTROL
EROSION CONTROL
EROSION CONTROL
WETLAND IMPACT
(SO. FT. l
(SO. FT.)
(SO.
FT.)
(SO. FT.)
(SO. FT.)
(SO. FT.)
(SO. FT.)
1.877
9.565
6.018
121
721
455
16.105
STREAM STREAM TEMP.
IMPACT IMPACT FOR
EROSION CONTR
WETLAND
IMPACT I
50' NEUSE RIVER
BUFFER (MEASURED
FROM TOP OF BANK)
—.'— •� 436
20' ZONE 2 •��
30' ZONE 1
PROPOSED
HEADWALL
(PER NCDOT
STANDARDS)
30' ZONE .1
20' ZONE 2--, C
50' NEUSE RIVER
BUFFER (MEASURErE
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:ieremy H:
VARIABLE PUBLIC
EX. RIGHT -OF -MAY
,��•--••x.992
'190
438 _
436 -
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lu PE
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WETLANDS
(TYP.)
�A
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EROSION CONTROL Z
(SO. FT.) O
476 ''0
V♦
475
I
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SCALE:
/
aIx
V
— 1 " =
I
110 /
470
V
465
Z
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460
I
455
I I
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i
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450
;
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;
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445
440
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130.00 LF - 66
RCP
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CULVERT
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M INVERT.
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IMPACT A
1I�II��III'II II SCALE IN FEET
` J 0 20 40 80 120 160
Angus Barn Subdv'ision-*CIVIL-*Construction*Wetland Impact MOD*I
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I=
EBX Stream and Wetland Banks
Statement of Availability November 18, 2016
U.S. Army Corps of Engineers
Ms. Tasha Alexander
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Englehardt Subdivision
This document confirms that CalAtlantic Group, Inc. (Applicant) for the Englehardt Subdivision
(Project) has expressed an interest to utilize 334 Stream Mitigation Credits from the EBX-Neuse
sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically the Selma Mill Site in
Neuse HUC 03020201. As the official Bank Sponsor, EBX, attests to the fact that mitigation is available
for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1052.
Best Regards,
co'v_ /) &4 ---
Cara S. Conder
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

ME
EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability November 18, 2016
U.S. Army Corps of Engineers
Ms. Tasha Alexander
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Englehardt Subdivision
This document confirms that CalAtlantic Group. Inc. (Applicant) for the Englehardt Subdivision
(Project) has expressed an interest to utilize 0.74 Riparian Wetland Mitigation Credits from the EBX-
Neuse sponsored Bank: Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically the
Arrington Bridge III Site in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC,
attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1052.
Best Regards,
Cara S. Conder
Resource Enviromnental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605

EBX Buffer Mitigation Banks
Statement of Availability November 18, 2016
NC Division of Water Resources
Karen Higgins
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: Englehardt Subdivision
This document confirms that CalAtlantic Group, Inc. (Applicant) for the Englehardt Subdivision
(Project) has expressed an interest to utilize 17,904 Square Feet of Riparian Buffer Mitigation Credits
from one of the following banks, EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank or
EBX Upper Neuse Riparian Buffer Umbrella Mitigation Bank. Specific bank sites that will be debited
will either be Arrington Bridge I, Arrington Bridge Il, Buffalo Branch, Selma Mill, Cedar Grove, Ezell,
and/or Hatley, all located in HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC and EBX,
attests to the fact that mitigation is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 919-209-1052 or ccondergres.us if you have any questions or need additional
information.
Best Regards,
Cara S. Conder
Resource Environmental Solutions, LLC
302 Jefferson Street, Suite 110
Raleigh, NC 27605
Bank Sponsor — EBX-Neuse I, LLC or Environmental Banc & Exchange (EBX)

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
F1 Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
FX1 Yes ❑ No
impacts?
I
5c. If yes, indicate the USFWS Field Office you have contacted.
...... ...... ... ...... .
Raleigh
5d. Mat data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
https:/twww.fws,gov/raleightspecies/cntylist/wake.htmi
. . . . ...... . ....
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
r] Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://Www.habitat.noaa.gov/protecfionlefhthabitatmapper.htmi
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 nX 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?
hftp://gis.nedcr.gov/hpoweb/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 1017-year floodplain?
❑ Yes R No
T-
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
httpJ/Ms.nc.gov/fris/index.aspx?FIPS=183&ST=NC&user--General Public
4—C 20
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
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