20160924 Ver 1_More Info Received_20161222

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December 29, 2016
Spangler
Attn: Jim Spangler
4338 Bland Rd
Raleigh, NC 27609
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Subject: REQUEST FOR ADDITIONAL INFORMATION
Smith Assemblage
Dear Mr. Spangler:
S'ecrelary
S. JAY ZIMMERMAN
Director
DWR # 16-0924
Wake County
On December 29, 2016, the Division of Water Resources (Division) received your
application requesting a 401 Water Quality Certification 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 _285_ linear feet of stream impacts. Pursuant to 143-215.3D (e), a $570
permitting fee is required to process this application. Check # 12177 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) 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 I Raleigh, North Carolina 27699-1617
919 707 6300

DWR # ; % _4
Request for Additional Info
Page 2 of 2
Please be aware that you have no authorization under Section 401 of the Clean Water Act
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. montalvotc7i ncdenr qov if you
have any questions or concerns.
cc: USACE Raleigh Regulatory Field Office
DWR RRO 401 files
DWR 401 & Buffer Permitting Unit
Sincerely,
IV
Karen Higgins, Supervisor
401 & Buffer Permitting Unit
Filename: 160924SmithAssemblage(Wake)_HOLD

X
SPANGLER
ENVIRONMENTAL, INC.
Environmental Planning Environmental Permitting Environmental Consulting Environmental Construction Management Expert Testimony
December 8, 2016
Cherri Smith
North Carolina Department of Environmental Quality — Division of Water Resources D
Raleigh Regional Office D
512 N. Salisbury Street,
Raleigh, North Carolina 27604
''FT 2 2 2016
RE: Pre -Construction Notification for Smith Farm (Revised) $ FIAID DE -WA ER
01 & BUFF R p t17TI S
Dear Ms. Smith,
Please accept the enclosed submission of a revised Pre -Construction Notification (PCN) for Nationwide Permit 29 which contains various
supporting materials. This request is made on behalf of our client for the Smith Farms tracts located in Apex, North Carolina. A PCN for this
project was submitted on 9/20/16. The 9/20/16 PCN consisted of information for an area of the project that we have retroactively identified as
"Phase 1". On 10/4/16 an Incomplete Application letter (see attached) was issued by the Corps of Engineers in response to the 9/20/16 PCN
submittal.
The enclosed revised PCN submission addresses the contents of the Incomplete Application letter. The PCN Form included in this revised
submittal replaces the PCN Form in the original submittal. The contents and supporting documents of this submittal supplement the material
included with the original submittal. This revised submittal contains new site plans and other supporting material which depict "Phase 24" of
the project. Detailed design and engineering efforts have not been prepared for Phase 2-4 at this time, however, we are providing as much
information as possible so that impacts from future phases of the project can be considered together.
Records provided to us by our client (see attached Post USACE and Town of Apex Sketch Map) indicate that Mike Deaton at the Town of
Apex made a field visit to this property on 8/5/14 with a representative of S&EC. We have obtained a copy of a Stream Buffer Determination
(see attached) issued by Mike Deaton on 8/13/14 for portions of the property. Portions of the current project area exceeds the area that was
reviewed by the Town of Apex in 2014. These areas were evaluated by James Lastinger at the Army Corps of Engineers on 3/14/16 and no
new jurisdictional features were determined to be located in the portion of the project area that was not evaluated in 2014. Plans for Phase 1
of the project area associated with this submittal have been approved by the Town of Apex.
Our priority is to obtain authorization for impacts associated with Phase 1 of this project as soon as possible. Impact exhibits for Phase 2-4
have been expedited and intentionally have overestimated impact quantities in order to facilitate timely review of this project. When
engineering design is undertaken for future Phase 2-4 by whatever entity develops that land, modification for more or less impacts will be
submitted to the Corps and NCDENR. Please contact me or Jim Spangler with any questions or concerns.
Sincerely,
Spangler Environmental, Inc.
Tomas Will
Environmental Project Scientist
Attachments: Revised PCN Form
Incomplete Application Letter
Phase 2-4 USGS Topographic Map
Phase 2-4 USDA Soil Survey Maps
4338 Bland Road Raleigh, N.C. 27609 phone [phone] fax [phone]
1-866-SPANGLER www.spanglerenvironmental.com

N*111
SPANGLER
ENVIRONMENTAL, INC.
Environmental Planning Environmental Permitting Environmental Consulting Environmental Construction Management Expert Testimony
Phase 2-4 Site Map with Delineated Wetland Areas
Phase 2-4 Site Plan Maps
Agent Authorization Letter
Phase 2-4 Wetland data forms
Phase 2-4 Stream data forms
Town of Apex Stream Determination
4338 Bland Road Raleigh, N.C. 27609 phone [phone] fax [phone]
1-866-SPANGLER www.spanglerenvironmental.com

Warer Resources
ENVIRONMENTAL OVAL:! V
Spangler
Attn: Jim Spangler
4338 Bland Rd
Raleigh, NC 27609
REQUEST F�f761TIONAL INFORMATION
Smith Asse blage
Subject:
PAT MCCRORY
DONALD R. VAN DER VAART
Serretarr
S. JAY ZIMMERMAN
1f�
December 29, 2016
DWR #_16-0.924=-5
Wake County l
Dear Mr. Spangler:
On December 29, 2016, the Division of Water Resources (Division) received your
application requesting a 401 Water Quality Certification 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 _285_ linear feet of stream impacts. Pursuant to 143-215.3D (e), a $570
permitting fee is required to process this application. Check # 12177 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) 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.
FJAF'2tNV1
12011
State of North Carolina I Environmental Quality I Water Resources 1 401 & Buffer Permitting
1617 Mail service Center I Raleigh, North Carolina 27699-1617
919 707 6300

DWR # 16-0924
Request for Additional Info
Page 2 of 2
Please be aware that you have no authorization under Section 401 of the Clean Water Act
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. montalvo(aD-ncdenr.gov if you
have any questions or concerns.
cc: USACE Raleigh Regulatory Field Office
DWR RRO 401 files
DWR 401 & Buffer Permitting Unit
Sincerely,
Karen Higgins, Supervisor
401 & Buffer Permitting Unit
Filename: 160924SmithAssemblage(Wake)_HOLD

/dot w Aw a 7-F9
opt IL.J_W`J�O
o � <
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1, Processing
1a, Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit
1b, Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
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 ❑ Non404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
I@, Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes 0 No
For the record only for Corps Permit
❑ Yes ® No
If, Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or In -lieu fee program.
® Yes ❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes ® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2, Project Information
2a, Name of project:
Smith Assemblage
2b. County:
Wake
2c, Nearest municipality / town:
Apex
2d, Subdivision name:
Smith Farm (proposed name, pending Town of Apex approval)
2s, NCDOT only, T.I,P. or state project no:
3, Owner Information
3a, Name(s) on Recorded Deed:
See attached parcel table and attached deeds
3b. Deed Book and Page No.
See attached deeds
3c, Responsible Party (for LLC if
applloable):EUMEHU
3d, Street address:
Lennar Carolinas, LLC
909 Aviation Pkwy, Ste 700
3e, City, state, zip:
Morrisville, NC 27560 uc 2 2 2016
3f. Telephone no.:
[phone]
3g. Fax no.:
DEQ -WATER RES__
3h: Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4, Applicant Information (if different from owner)
4a, Applicant is:
❑ Agent ® Other, specify: Owner of Project
4b, Name:
Lennar Carolinas, LLC
4c, Business name
if applicable):
Lennar Carolinas, LLC
4d, Street address:
909 Aviation Pkwy, Ste 700
4e, City, state, zip.
Morrisville, NC 27560
4f, Telephone no.:
[phone]
49, Fax no,:
4h, Email address:
Mitch. BarronaLennar.com
9, Agent/Consultant Information (if applicable)
5a, Name:
Jim Spangler
6b, Business name
- __Ai"plioable):
Spangler Environmental, Inc.
dc, Street address:
4338 Bland Rd
8d, City, state, zip:
Raleigh, NC 27609
5s, Telephone no.:
919-875-4288
5f, Fax no.:
919-875-4287
lig, Email address:
jspanglerQspanglerenvironmental.com
Page 2 of 10

9. Project Information and Prior Project History
1, Property Identification
I& Property Identification no. (tax PIN or parcel ID):
See attached parcel table
1b, Site coordinates (in decimal degrees):
I Latitude: 35.4364 Longitude: -78.5539
1o, property size:
230.33 acres
2. Surface Waters
2a, Name of nearest body of water to proposed project:
Reedy Branch
7b, Water Quality Classification of nearest receiving water:
WS-IV;NSW
30, River basin;
Cape Fear River Basin
3. Project Description
3s, Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The subject property Is partially wooded and partially developed with residential structures, barns, sheds, wells, and a dirt road. Ponds associated with
historioal agricultural use have been constructed on the property. There is a sanitary sewer easement and an electrical easement in the southwest of
the property, The land use In the general vicinity Is a residential or undeveloped.
3b, List the total estimated acreage of all existing wetlands on the property: 3.704
ata, List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 8,655
3d, Explain the purpose of the proposed project:
The purpose of this project Is to construct a residential subdivision on the subject property
3e. Describe the overall project in detail, including the type of equipment to be used:
The project Is a residential subdivision that will Involve grading/earth moving and utility work by taring grading and excavating equipment
4. Jurisdictional Determinations
4a, Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property I
Project(including all priorphases) in thepast?
® Yes ❑ No ❑ Unknown
Comments: see section 4d below
4b, If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4a. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Spangler Environmental
I Other:
4d, If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps delineation verification site visits made on 7/23/14 & 3/14/18. A Town of Apex site visit was made on 815/14. Revised PJD request & Stream
aufNr requests are attached to this submittal. Stream determination for a portion of the property issued on 8/13/14 by Town of Apex.
IL Project History
5s, Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
A PCN for Phase I of the Smith Farms project (SAW 2014-01347) was submitted on 9!20/18. An Incomplete Application letter was issued on 10/4/16,
IL Future Project Plans
Oa, Is this a phased project?
® Yes ❑ No
5b, If yes, explain.
This Is a portion of a Planned Unit Development (PUD) zoning area. The project has 4 phases. Only Phase 1 has detailed design prepared and
approved, No plans for further development of this PUD beyond what is contained in this submittal have been prepared, submitted, or approved,
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1, Impacts Summary
1@I, Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams — tributaries ® Buffers ® open Waters ❑ Pond Construction
2, Vlhtland Impacts
If there are wetland Impacts proposed on the site, then complete this question for each wetland area Impacted.
Is,
Wetland Impact
number
Permanent (P) or
TM
2b.
Type of impact
2c.
Type of wettand
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
Impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
Wg -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4
Choose one
Choose one
Yes/No
-
WS
Choose one
Choose one
Yes/No
-
Wd
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.223
2h, Comments:
See attached wetland Impact table
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.
3s.
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
(Ilnear
feet)
81 -
Choose one
-
-
S2 -
Choose one
-
-
83
Choose one
-
-
84 •
Choose one
-
-
83 -
Choose one
-
-
+��
Choose one
-
-
3h. Total stream and tributary Impacts
285
31, Comments:
Sea attached stream Impact table
Page 4 of 10
PCN Form — Version 1.4 January 2009

2.0 Wetland Impact Table
Phase 1 Impacts
Wetland
Permanent (P) or
Type of
Type of
Forested
Type of jurisdiction
Area of impact
impact
Temporary (T)
impact
wetland
Corps (404,10) or DWQ (401, other)
(acres)
number
W1
Permanent
Fill
Unknown
Yes
Corps
0.019
Phase 2-4 Impacts
Wetland
Permanent (P) or
Type of
Type of
Forested
Type of jurisdiction
Area of impact
impact
Temporary (T)
impact
wetland
Corps (404,10) or DWQ (401, other)
(acres)
number
W2
Permanent
Fill
Unknown
Yes
Corps
0.204
Total Wetland Impacts: 0.223
Comments: Wetland Impact WI of Phase I corresponds to Permanent Wetland Impact I of Phase 1, which consists of wetland
impacts as a result of fill required for a road and associated grading. A culvert will be installed underneath the road to preserve
wetland functionality. Wetland Impact W2 of Phases 2-4 correspond to Impact Area 2 of Phases 2-4, which consists of impacts for
road fill.
A portion of lot 147 is shown is overlapping a small portion of the wetland north of Impact Area 4 of Phase 2-4 on the attached site
plans. The lot lines shown in the attached site plans have not been platted; final lot lines will be arranged so that the lot line for lot 147
will not overlap with any wetland areas.

3.0 Stream Impact Table
Stream
Permanent (P) or
Type of
Stream name
Perennial
Type of
Average stream
Impact length
impact
Temporary (T)
impact
(PER) or
jurisdiction
Width (feet)
(feet)
number
Intermittent
(INT)
SI
P
Culvert
Reedy Creek
PER
DWQ
7
148
(stream O)
S2
P
Culvert
Unnamed
PER
DWQ
5
100
(stream A)
S3
P
Fill
Unnamed
INT
DWQ
2
25
(stream Q)
S4
P
Piling
Unnamed
PER
DWQ
8
5
(stream E)
S5P
Piling
Unnamed
PER
DWQ
5
5
(stream A)
Total Stream and Tributary Impacts: 283 feet
Comments: Stream impact S1 corresponds to Impact Area 1 of Phases 2-4, which consists of a road crossing with a culvert.
Stream impact S2 corresponds to Impact Area 3 of Phases 2-4, which consists of a road crossing with a culvert. Stream impact S3
corresponds to Impact Area 4 of Phases 2-4, which consists of grading for a BMP which will require filling the most downstream
portion of Stream Q. Stream Q does not have a surface confluence with another stream as the bed and bank cease to exist at a terminus
point. Stream impacts S4 & S5 correspond to Impact Areas 5 & 6 of Phases 2-4, which consist of footbridge pilings for greenway
stream crossings.
The sewer outfall on Phase 1 identified as Sewer Stream Crossing will be bored underneath Stream N and will not produce impacts to
the stream. The greenway crossing of Stream N on Phase 2-4 will span the stream and will not produce impacts.

4, Open Water Impacts
If there ars proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
e U. , then Indly usily list all open water impacts below.
4s.
Open water
Impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c. 4d.
Type of impact Waterbody
type
4e.
Area of impact (acres)
01 P
unnamed pond
Fill Pond
0,016
02
Choose one Choose
03
Choose one Choose
04
Choose one Choose
4f. Total open water impacts 0.015
49. Comments: consists of en w a
grading. In order to construct the retaining wall, the level of the pond will be temporarily drawn down.
d. Pond or lake Construction
If pond or lake oonstructlon proposed, the complete the chart below.
5e.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
sores
Flooded Filled
Excavated
Flooded Filled Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g, Comments:
5h, Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
51, Expected pond surface area (acres):
5j, Size of pond watershed (acres):
5k. Method of construction:
6, Buffw 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, en you MUST fill out Section D of this form.
iia. Project Is In which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ® Other: Jordan Lake
b,
Buffer Impact
number —
Permanent (P) or
Temporary T
60.
Reason for impact
6d.
Stream name
se.
Buffer
mitigation
required?
sf.
Zone 1
impact
(square
feet)
6g,
Zone 2
Impact
(square
feet
B1 P
Road Crossing
Reedy Creek (stream O)
No
8,000
8,100
82 P
Road Crossing
Unnamed (stream A)
No
8,000
4,000
B3 P
Greenway
Unnamed(stream E)
No
300
200
84 P
Greenway
Unnamed (stream A)
No
300
200
135 P
BMP grading
Unnamed (stream 0)
Yes
2,200
1,450
88
YealNo
6h. Total Buffer Impacts:
18,800
12,050
01, Comments: Greenways Allowable under Jordan Lake B.erRules. Road crossing Impacts do not exceed or acre a are a
under buffer rules. Impact B4 Is associated with Impact Area 5 of Phase 2.4 and consists of grading necessary for a BMP.
Page 5 of 10

D. Impact Justlfication and Mitigation
1. Avoidance and Minimization
1s, Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See attached Avoidance and Minimization narrative
1b, Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control measures will be implemented in order to control runoff and other discharges from activities to be conducted in the fill
area*:
�. CompensatorMitigation for Impacts to Waters of the U.S. or Waters of the State
2e. Does the project require Compensatory Mitigation for
Impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
2c. If yes, which mitigation option will be used for this
project's
® Mitigation bank
® payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3, Complete If Using a Mitigation Bank
3s, Name of Mitigation Bank: Cripple Creek Stream & Wetland Mitigation Bank
3b, Credits Purchased (attach receipt and letter)
Type: Riparian wetland
Type: Choose one
Type: Choose one
Quantity: 0.5 acre
Quantity:
Quantity:
Orsolts WIN purchased upon approve o permits. Stream and riparian u r cro were no evallable from a HOT -
3c, Comments:
4. Complete If Making a Payment to In -lieu Fee Program
4s, Approval letter from in -lieu fee program is attached. ® Yes
4b, Stream mitigation requested: 285 linear feet
4c, If using stream mitigation, stream temperature: warm
4d, Buffer mitigation requested (DWQ only): 8,775 square feet
4e, Riparlen wetland mitigation requested: acres
4f, Non -riparian wetland mitigation requested: acres
4g, Coastal (tidal) wetlend mitigation requested: acres
4h. Comments: Credits will be purchased upon approval of 401/404 permits
5. Complete If Using a Permittee Responsible Mitigation Plan
50, 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

SPANGLER
ENVIRONMENTAL, INC.
Environmental Planning Environmental Permitting Environmental Consulting Environmental Construction Management Expert Testimony
D. Impact Justification and Minimization
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
We are confident that our design efforts have resulted in avoiding and minimizing impacts to jurisdictional features to the greatest
extent practicable. The site plan we have proposed represents the best practical alternative that still meets key project needs of
maintaining compliance with local ordinances, DOT regulations, and projected economic viability.
During the design phase, various site layouts were explored. Design iterations took into account the importance of reducing the overall
impact to jurisdictional features. The final design was chosen based, in large part, on the minimization of impacts to wetlands.
• Stormwater BMPs were designed to avoid impacts to jurisdictional features as much as possible. BMPs were designed to
make the most use of low lying areas of the property that did not contain wetlands.
• A culvert will be installed in Impact Area 1 to preserve wetland functionality and minimize cumulative impacts.
• Stream crossings in Phase 2-4 associated with Richardson Road and Watering Can Lane were chosen in locations where
stream crossings associated with existing dirt roads located on the project site have already been made. There are two existing
culverted stream crossings on the property for an unnamed dirt road. In order to minimize the need for new stream impacts
associated with the Smith Farms project, interior roads were designed to overlap with existing stream crossing locations. As a
result, existing stream crossings will be widened in order to negate the need for brand new stream crossing locations.
• A retaining wall will be utilized to minimize open water impacts to the pond associated with Phase 1.
• Previous site plans included substantially more impacts to Waters of the United States (see Concept Plan). Several alternative
site plan options were explored and ultimately a plan was chosen that reduced the total amount of lots in service of avoiding
and minimizing impacts. For example, the following changes were made that reduced overall impacts: an amenity was
removed on the western area of Phase I to avoid impacting a wetland, a BMP in the central area of Phase I was redesigned to
avoid impacts to a stream, a road and lots in the central area of Phase I were redesigned to minimize open water impacts to a
pond, and lots were redesigned removed on the eastern area of Phase I to avoid impacting a wetland
During the contemplation of minimized impacts, several lots were removed from the site plan for the sole purpose of reducing impacts
to jurisdictional features. Lot locations, stormwater locations, and road locations were chosen to efficiently maximize the use of non -
avoidable impacts and uplands.
4338 Bland Road Raleigh, N.C. 27609 phone [phone] fax [phone]
1-866-SPANGLER www.spanglerenvironmental.com

N
W E
S
Linear wetland
ri? �
1r
Legend
Intermittent stream selection
Ephemeral stream
Wetland
Jurisdictional pond
f 0 200 400 800 Feet
Fog
Smith Assemblage 69 Figure 2
Concept Plan with Missing Wetland
Due Diligence SPANGLER Areas Redelineated
Olive Chapel Road ENVIRONMENTAL, INC.
Apex, Wake County, NC 4338 Bland Road Raleigh, NC 27609 map source:
January, 2016 919-875-4288 Wake County GIS

6. Suffer Mitigation (State Regulated Riparian (Buffer Rules) — required by DWQ
Oa, WIII the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
® Yes ❑ No
db. 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
dC.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
2,200
3 (2 for Catawba)
8,800
Zone 2
1,450
1.5
2,175
6f. Total buffer mitigation required:
8,775
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).
dh, Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
ia. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b, It yes, then is a diffuse flow plan included? If no, explain why.
Tho project Is adjacent to protected riparian buffer areas. No stDrmwater is discharged into riparian buffer
❑ Yes ® No
areas, Stormwater plans submitted to Town of Apex per Town of Apex buffer rules.
2, Stormwater Mana ement Pian
2a, What Is the overall percent imperviousness of this project?
35%
2b, Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c, If this project DOES NOT require a Stormwater Management Plan, explain why:
2d, If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan,
The Stormwater Management Plan submitted to Town of Apex for approval. Stormwater structures are shown on attached plans,
20. Who will be responsible for the review of the Stormwater Management Plan?
Ape
3. Certified Local Government Stormwater Review
3s, In which local overnment's Jurisdiction is this project?
Apex
❑ Phase II
® NSW
3b, Which of the following locally-implemented stormwater management programs
USMP
apply (check all that apply):
Water Supply Watershed
Other:
30, Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ®No
attached?
4. DWQ Stormwater Program Review
13 Coastal counties
❑ HOW
4a, Which of the following state-implemented stormwater management programs apply
ORW
(deck all that apply):
Session Law 2006-246
Other:
4b, Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
6, DWQ 401 Unit Stormwater Review
8a, Does the Stormwater Management Plan meet the appropriate requirements?
®yes ❑ No
[isb, 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 (DWO Requirement)
1s, Does the project Involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1b, If you answered "yes" to the above, does the project require preparation of an
❑ No
environmental document pursuant to the requirements of the National or State
❑ Yes
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1o. 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)
2s. Is the site In violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
® No
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b, Is this an after -the -fact permit application?
13 yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(*):
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 acoordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
To the greatest extent praoticable, cumulative impacts for the project have been minimized. To reduce cumulative Impacts that could eftct
downstream water quality, a culvert will be constructed underneath Water Tower Lane to avoid filling in the portion of Wetland I dossed by the road
and preserve contiguous wetland function. No additional development that would result in future impacts beyond what to represented In this submibal
is antialpated,
4, ftwage Disposal (DWQ Requirement)
4s. 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.
Municiper sanitery sower will service the subject property
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
❑Yes Q No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
ED Yes ❑ No
impacts?
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?
NC Natural Heritage Program element occurrence dataset
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
National Marine Fisheries Service essential fish habitat mapper
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 ❑X 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?
NC Natural Heritage Program, Apex Historical Society, NC State Historic Preservation Office
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: j
While the area that is designated as the project contains portions of the 100 year floodplain, the only development that will occur in the floodplain is the
installation of sanitary sewer utility lines. The installation of these utility lines will adhere to the National Flood Insurance Program Floodplain
Management Requirements published by FEMA.
8c. What source(s) did you use to make the floodplain determination?
FEMA flood maps panel #s 337 2007 21 00J and 3720072200J with effective date of May 2, 2006
James A. Spangler
- " m — —
2�l- 2C� t 1
.App' Agent' Printed Name
pliont/A ent's Signature
Date
Signa re i alid only if an authorization
letter from e applicants iprovided.)
Page 10 of 10

PY
U.S. ARMY CORPS OF ENGINEERS CO
WILMINGTON DISTRICT
Action Id. SAW -2014-01347 County: Wake U.S.G.S. Quad: NC -NEW SILL,
INCOMPLETE APPLICATION
Pronerky Owner: Denner Carolinas, LLC Agent: Spanaler Environmental Inc
Mitch Harron ,Tim Spangler
Address; ,0099 Aviation Parkway Address: 4338 Bland Road
suite 700
Morrisville. NC. 27560 Raleigh, NC, 27609
Locadon/Description of Proposed Activity: The proiect site is approximately 230 acres consisting of multiple
gareels bordered to the south by Olive Chanel Rd., near the town of Apex, Wake County, North Carolina.
and contains multiple wetlands and tributaries to Reedy Branch (bisects the property from east to west). In
the Cape Fur River basin. Lattitude 35.732 Longitude -78.924.
Type of Permit Applied For (check one): IP ❑ NWP ® GP ❑
Applicable law: Section 404 of the Clean Water Act®; Section 10, Rivers and Harbor Act ❑
YOUR APPLICATION IS INCOMPLETE AND CANNOT BE PROCESSED UNTIL THE FOLLOWING
INFORMATION IS RECEIVED (CHECK ALL THAT APPLY):
❑ Your application form has not been completed and/or signed (see remarks)
® Under the conditions of the Nationwide Permit, mitigation is required for your project. The mitigation
proposal submitted with your application is insufficient. (see remarks.)
® Your application did not include a statement explaining how avoidance and minimization for losses of
waters of the U.S. were achieved on the project site. (see remarks)
® Your submitted project plans or maps were insufficient, too large, or not legible (see remarks).
Your application did not include a delineation of affected special aquatic sites, including wetlands, vegetated
shallows, and riffle and pool complexes as required.
❑ You must submit a copy of your application to the NC Wildlife Resources Commission (WRC) since your
proposed work is in a designated trout water county (see remarks section below for the address of your WRC
representative)
® Other (see remarks below).
REMARKS:
L Under conditions of nationwide permit 29 an application/pre-construction notification is considered
complete only if the activity is deemed a single and complete proiect. For non-linear protects "single
and complete" is defined as the total proposed or accomplished by one owner/developer or partnership.
(PURI. that will result In further loss to waters of the U.S.. therefore these impacts from future phases
must be considered together before we are able to determine the appropriate Department of the Army
permit for the subject property. Please provide more information on all phases of the proiect lProlset
plans should depict the entire proiect parcel, including all impacts to iurisdictional features. roadways.
utility lines, lot lines, greenwav trails etc. Project plans should be no larger than 11x17.
2. Furthermore, the present layout of roadway infrastructure for the proposed proiect dues not depict
logical termini: in particular the Richardson Rd. extension. leading to the potential for further/future
lurisdictional Impacts associated with roadway impacts on adiacen
Page I of 2

ine whether the activity authorized under the nationwide perms
than minimal individual or cumulative adverse environmental effects.
5hould lmosets to jurisdictional aquatic resources exceed required compensatory mitigation
thresholds for the entire Planned Urban Development. a compensatory mitigation plan should_ be
Included with you submittal
Please provide a more detail construction plan for BMP 41, showing detailed grading limits, as I
appears the BMP construction will impacts a iurisdictional stream.
'lease submit the above information within 30 days of receipt of this Not cation or we will
consider your application withdrawn and close the file. Please call or email
(.lames. [e-mail]) me ifyou have any questions.
Date: Odbaber A.2016D n
l�
Corps Regulatory Offs?Lastinger Telephone No: 919-554-4884 x32
Corps Regulatory Field Office Address: 3331 Heritage Trade Dr., suite 105, Wake Forest, North Carlolna 27587
Copy furnished:
4i TTry.
Ur,Mr a .:.
MMMWLOW

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1526

LENNAR
March 10, 2016
To Whom It May Concern:
The letter serves to inform you that Lennar Carolinas, LLC. located at 909 Aviation
Parkway, Suite 1500, Morrisville, NC 27560, as the buyer of record and under contract
with the project owner, Marlou Smith Family Limited Partnership and other adjacent
Smith Family related parcels, hereby authorizes Spangler Environmental, Inc. to act as
our technical agent for the purposes of environmental issues, including wetland and
stream identification, permitting, mitigation planning and regulatory agency
coordination at the property known as Smith Farm Assemblage (see attached parcel
list) located North of Olive Chapel Road and south of US Highway 64 in Apex, NC, All
site visits by regulatory personnel must be coordinated in advance with our agent,
Spangler Environmental, Inc. This letter supercedes all previous Agent -related
correspondence.
The following contact should be copied on all correspondence:
Agent:
James A. Spangler, CEI, AXASCE
Spangler Environmental, Inc
4338 Bland Road
Raleigh, NC 27609
[phone]
Sl cerely,
,'-
1 ch Barron
Vice President of Land Development
LENNAM
909 Aviation Parkway, Suite 1500, Morrisville, NC 27560
Phone: [phone] - Fax: [phone]

Mitigation Services
ENVIRONMENTAL QUALITY
Mitch Barron
Lennar Carolinas, LLC
909 Aviation Pkwy, Suite 700
Morrisville, NC 27660
Project: Smith Farm
PAT MCCROXY
DONALD It, VAN DSII VAAX I'
sewer;,, I
December 20, 2016
Expiration of Acceptance: June 20, 2017
County: Wake
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 at http://portal.ncdenr,org/web/aep,
Based on the information supplied by you in your request to use the DMS, the impacts that may require
compensatory mitigation are summarized in the following table. The amount of mitigation required and assigned
to OMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below,
Impact
River CU Location
Basin i (8 -digit HUC)
Stream (feet) Wetlands (acres) Buffer i Buffer II
(Sq. Ft.) (Sq. Ft.)
Cold
Cool
I warm Riparian
Non -Riparian
I Coastal Marsh
Cape Fear 03030002
0
0
285 0
0
0 6,600 2,175
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
028 .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].
cc: Jim Spangler, agent
Jan`40 Stanfill
Assf Management Supervisor
State of North Carolina Environmental Quality Mitigation Services
1652 Mail Service Center i Raleigh, NC 27699-1652 1 217 W. Jones Street, Suite 3000
919 707 8976 T

Statement of Mitigation Credit Availability
Cripple Creek Stream & Wetland Mitigation Bank
December 20, 2016
Mr. James Lastinger
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Re: Availability of Compensatory Wetland Mitigation Credits
Project: Smith Farm
We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that 0.5 Riparian Wetland Mitigation
Credits (Credits) from the Cripple Creek Stream & Wetland Mitigation Bank (Bank) are currently available and may
be used, once transferred, for compensatory mitigation relative to the Smith Farm project, and as proposed by
Lennar Carolinas, LLC (Applicant).
The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance. Should the
Applicant purchase the Credits at that time, we will complete and execute the Compensatory Mitigation
Responsibility Transfer Form (Transfer Form) within five (5) days of receipt of the full purchase price.
We will additionally provide copies of the completed and executed Transfer Form to the Applicant, the Bank's US
Army Corps (USACE) Project Manager and, if needed, other regulatory agencies. In addition, we will provide USACE
with an updated copy of the Bank's Ledger, reflecting the transaction. Transaction information in the updated Bank
Ledger will include relevant Permit and Applicant information as well as the number and resource type of the debited
Credits.
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
._,%` t� (� t. �L✓4) Vit, f. _. __.
Tiffani Bylow
Restoration Systems, LLC

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4338 Bland Road Raleigh, NC 27609
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SPANGLER
Olive Chapel Road
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Apex, Wake County, NC
4338 Bland Road Raleigh, NC 27609
November, 2016
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Phase 2-4 Overall Impact Map
map source:
8/1/16 Overall Layout Plan
Smith Assemblage
Due Diligence
SPANGLER
Olive Chapel Road
ENVIRONMENTAL, INC.
Apex, Wake County, NC
4338 Bland Road Raleigh, NC 27609
November, 2016
919-875-4288
Phase 2-4 Overall Impact Map
map source:
8/1/16 Overall Layout Plan

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SMITH FARM PUD
MASTER SUBDIVISION FLAN - PHA5E5 2-4
Traopo IL C -41 -
All mpwenln:U :mpxGrg >[ak man:4md roadways are xbJect to rmxw and
apprw,l by NOWT.
Upon opmarq No mrtM1 leg d Wcbrdson Road at OMe CM1apel Road:
• Pevebper>wll proMe a 100 -Ives westba:M kk tum. 100 -Trot wealbcvN
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Roae.
• Cercbper scall pr a 10p -root saRnDmM kk Mn, 125 -fent southl-
ngnt tum, aM I OOlod mMNo,d kk tum o Rchadson Road rt q:w Cnapel
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�mW a MaIM1c sW :•nm wanaW 1 1.1 l wanaR,n,lys5 mN be emMMed by the
eewbper poor to tk zooM pestes lot. aro prior w tk 40gn patten bt.
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• Dcvebpx scall a praxle 50.1oot eaxbaad Ick Wm m give Cbpd Road.
Pray w platting mos two 300ul ur•b:
• Developer aNA prwade
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001-eet d storage b tk westbouM kit slur m US
6a at Rrcwrdwn Road.
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Dev4oper scall pmnde a 15D -loo[ eaxDouM "I* Wn m US 6a aM Pwdc
300 las - 54e Uwe I .
Dercbpn scall mxall a RSH:c sural to tk 250-rwt we>N+awd U -[um rn US
6a wex d Sate Dove 1 when wxraMed.
Devd'scan prvndc a 25 1_ eaxroem U -tun A tk n: d:» crossover
west d Rlcwrdson Roaekhs R«d aro msbll a toles svyW wM1m wmaMed.
Poor [o .tt,4 mwe Iron 360 rcsd A urets as sFown m tk appm d Master
Sibdmam Ren:
• Developer l pro an adetnml ror[IAaad ngF[ tum Iain mM 300 lest d
ta.sge on Rrclurdxn Road at U5 64.
• Developer .all erode a 100.1ad ngFt tum brie eaxbo-md o 11S 64 x
wwrmon Road.
Pmr to tM hof akt .n tM m.rA-rmn duv:
• Developer aM1all p.rnMe 500 -bog dal kk [vn ben wexbwrd rn US 64 at
wdardson Road ante
Im. • a LraMc s:gvl % wdardson Road or upgrade»
meded .1 a:ready rnsbllyd.
Deyclope. scan utero ens ade:Goral n:rtwonm r:g1R tum lane on Radurosm
Rase m I aero Ices.
• Developm scan prnMe ,n add:bond solkHlaud rn1K tum lane mM 3001eM d
atarage on JerNo Road and w4A a traMc sgvl ,t Jab Road w rggrade »
muted d already aetaNed.
• Develapm scall provde a 2501-vstDourd U-eun o U5 64 ab mxa11 a
traffic agvl rt the melon c.pssouer between Rlewrdson Roadknb Road ,M
Sate Dow I .
D<•. l- -11 proMe 4004ao[ em U-turns vxDonrd on US 64 -I a
• traffic sgvl for wexbewd US 64 «upgrade» rcedee d alrcsey mx,lkd x
the 4un crossover e»[ err RWrdwn RoxVJmks Road.
In ens ewa Mut R:cwrdsan R y y rrot b«n e.t<hke kom NC MNY (4 to tk
ba.M d Me wbpcc proped.Y by 1 bene 11 devebper xeb fo pert tk 301'
ms:deMd lot. skin [k lG4 11 t cod:tw: scall applY::n oder [o prande wkcda
cormecW:[Y to NC MWY 64 to tk resrdmltd pocal d tk devebpner:t, tk
dewbpm my be requred to subm[ fn
I. Tom pkm to corn[ruM ab tinkle »
» blw wRo NC MWY 64 lnrougM1 tk Imed Ix Fwlod d [M1e aubJect
property. Ber�we tM> a«<» xevrc M1as not been Ut » part d
PMe
zonrvJ of etr l elect property to Rs 1. IF. -d utt Deelepmerrt dxr,d,
[k dewbper also scall .emit w me Town mrew d pokmW enfl:e mGgrtoa
scat nay be necessitated by Mn corrccGm.
GRADING NOTE:
THIS PROJECT WILL GRADE MORE THAN
50%OF THE LOTS DURING THE GRADING
PHASE OP THE PROJECT, MAKING THI5
PROJECT A MASS GRADING PROJECT.
DRAINAGE NOTE:
90% OF THE PRE -DEVELOPMENT
DRAINAGE AREAS TO BE PRESERVED IN
THEIR NATURAL BASINS.
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COUNTY PINS (PHASES 2-4)
VICINITY MAP
N.T.5.
C
.O.BOX1062PEX,NORTH CAROLINA 27502
HONE - (919) 387-1 174
AX - (9I9) 387-3375ONTACT PERSON - STUART M. JONES
909 AVIATION PARKWAY, SUITE 700
MORR)SVILLE, NC 27560
PHONE -[phone]
CONTACT PER50N - MITCH BARRON
IPHA5E I RCA / BUFFER AREA PROVIDEDI 16.04 AC + 50% OF 0.31 AC + 50% OF 5.65 AC - 19.02 AC (33.4%)
PHASES 2-4 RCA/ BUFFER AREA PROVIDED 57.44 AC + 50% OF 1.85 AC + 50% OF 4.60 AC - GO.G7 AC (35.1 %
TOTAL RCA / BUFFER AREA PROVIDED 79.69 AC (29.5%)
e'lJW(. KCI,KEAIIUN KCUUIKCMCNI 3V I JINLal2 FPfvl. UCINI.DCU UNI IJ A y3,L....U", I ""
138 SINGLE FAM. ATTACHED UNITS X $2,157.44,-07 = $297,726.72
TOTAL FEE - 51.267.518.62
���` - Nt)LII. GRCCIVWMT IIWL
1VNJIRUl.11VNf TC (1Il/VG]2q
WATERSHED INFORMATION PRIMARY (CAPE Fl
/ FEMA FLOODFWN INFORMATION MAP /37200721
^-Y'� 2006) PROJECT 1
x HISTORIC STRUCTURE? _ NO (PHASES 2-4)
i ' \
1 x PARKING SUMMARY
Y TOTAL SPACE REQUIRED:
1 2 5PACEB PER TOWNH ME U UNIT 1 301 IT 602
\ 2 SPACES PER TONNNOME UNIT X 135 - 276 S 3
\ 0.25 GUEST SPACES PM PTOwNkOME UNIT NIT X % 1 3B UNUNITSS - 35 SPALES
\ TOTAL - 913 9PpGl5
L
\ TQTAL 5PACL5 PROVADED:
-- 60251NGIE FAMILY DRIVEWAY 5l
\_-__-- 276 TONMt DWVEWAY 5FACE5
75 GV _ T SPACES
TOTAL 953 SPALLS
1; PRELIMINARY PLANS
NOT FOR CONSTRUCTION
1
1
1
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\\
1
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0 200 400 BOD
GRAPHIC SCALE
SETSACY.S POR ACCC550RY 5TRUC l"Z5 WILL ma
ALL Tp q MIX REIXIIRFMLNTS. ThM ARE NC
ACCT5501ly 5TRUCTURPS PLANNED AT T11I5 TIME.
I COVER SHEET
2 OVERALL LOT LAYOUT PLAN
3 PRELIMINARY LOT LAYOUT PLAN 1
4 PREUMINAKY LOT LAYOUT PLAN 2
5PRELIMINARY LOT LAYOUT PLAN 3
6 MUMINARY LOT LAYOUT PLAN 4
7 PRELIMINARY LOT LAYOUT PLAN 5
8 PRELIMINARY LOT LAYOUT PLAN 6
9 PREUMINARY LOT LAYOUT PLAN 7
10 OVERALL EXISTING CONDITION5 PLAN
I EXISTING CONDITIONS PLAN I
12 EXISTING CONDITIONS PLAN 2
13 EXISTING CONDITIONS PLAN 3
14 EXISTING CONDITIONS PUN 4
15 EX15TING CONDMON5 PLAN 5
16EXISTING CONDITIONS PLAN 6
17 EXISTING CONDITIONS PLAN 7
18 OVERALL GRADING AND DRAINAGE PLAN
1 9
PRELIMINARY GRADING AND DRAINAGE PUN 1
20 PREUMI NARY GRADING AND DRAINAGE PLAN 2
21 PRELIMINARY GRADING AND DRAINAGE PUN 3
22 PRELIMINARY GRADING AND DRAINAGE PUN 4
23 PRELIMINARY GRADING AND DRAINAGE PLAN 5
24 PRELIMINARY GRADING AND DRAINAGE PLAN 6
25 PREUMINARY GRADING AND DRAINAGE PLAN 7
26 OVERALL UTILITY PUN
27 PREUMINARY UTILITY PLAN 1
28 IA
PREUMINARY UTILITY PN 2
29 PREUMINARY UTILITY PLAN 3
30
U
PRELIMINARY UTILITY PN 4
31 PRELIMINARY UTILITY PUN 5
32 PRELIMINARY UTILITY PLAN 6
33 PRELIMINARY UTILITY PLAN 7
34 OVERALL STAGING 4 DEMOLITION PLAN
35 STAGING 4 DEMOLITION PLAN 1
36 5TAGING 4 DEMOLITION PUN 2
37 STAGING 4 DEMOLITION PLAN 3
38 STAGING 4 DEMOLITION PLAN 4
39 STAGING 4 DEMOLITION PUN 5
40 STAGING 4 DEMOLITION PLAN 6
41 STAGING 4 DEMOLITION PUN 7
42 NOTES 4 DETAIL SHEET
U-IPRELIMINARY LANDSCAPE PUN I
U-2 PREUM:NARY LANDSCAPE PLAN 2
U-3 PRELIMINARY LANDSCAPE PLAN
LA -4 PRELIMINARY LANDSCAPE PLAN 4
LA -5 PRELIMINARY LANDSCAPE PLAN 5
U-6 PREUMINARY LANDSCAPE PLAN 6
LA17 PREUMINARY LANDSCAPE PLAN 7
LA-8PREUMINARY LANDSCAPE DETAILS
A 1.0 TYPICAL SINGLE FAMILY ELEVATIONS
AI.1 BUILDING ITOWNHOME ELEVATIONS
Ai.2 BUILDING I TOWNHOME ELEVATIONS
A6. i BUILDING 6 TOWNHOME ELEVATIONS
711 N. SALEM ST.
SURE 001
PO BOOP 10162
APEX NC 27502
OBIoK 919.987-1174
Bgbta lou: P41131
www.JttlLNratla4wl.eorn
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AUGUST 1, 2016
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LOT TYPE5 BY PHA5E:
PHASE 2:
TYPE A - 29 LOT5
TYPE B - 23 LOT5
'WE C - 40 LOTS
T OWNPI - 73 UNIT -5
PHASE 2 TOTAL = 165
PHA5E 3:
TYPE A - 30 LOT5
TYPE B - 33 LOTS
TYPE C - 47 LOTS
OWMHOME5 - 65 UNIT5
PHA5E 3 TOTAL = 195
PHASE 4:
TYPE A - 31LOT5
TYPE B - 32 LOTS
TYPE C - 16 LOT5
TOWMHOME5 - ASE 0 UNITS
PH4 TOTAL � 79
LOT TYPE LEGEND:
TYPICAL —1 A LOT I:UMBfR
MIXED-USE
PHASE
TYPICAL ME B LOT NUMBER
TYPICAL TYPE C LOT NUMBER
TOTAL TYPE A LOTS = 90
TOTAL TYPE B LOT5 = 88
TOTAL TYPE C LOT5 = 1 23
TOTAL TOWNHOME5 = 138
TOTAL LOT5 = 439
NOTf5.
I . ALL MATMALS AND IAETTODS OF CON5TRUCNON SHALL BE IN ACCORDANCE WITH TOWN OF
APP} 5TANDARD5 AND 5PECIFICATION5.
2. BOL KDARYNFID-ATON TArEN FROM A 5VKV BY GINITN LAND 5UR'EVN6. INC.
3. TOPO/:RAPHC NFORMAT ON TAKEN fROM TOJM OF APE# LDAR NFOIUA TION.
4. PER FEMA MAP #37200721M DATED 02 MAY 2006. A 00 YEAF. FLOOD IAN 5 SHOWN IN
PHA9E5 2 a 3.
5, E BITE HA5 BEEN k V EWFD fOK fNV RONMfNTAL FEAT -5 A5 SHOWN HEIELON B, DOL.
LNVIRONMENTAL CON5ULTAM5 AND 5PAJGLfR ENVIRONMENTAL CON5ULTANi5.
6. THE OWNER 15 FWFO51NG A FEE- N-UEU OF LAND DEC CATION TO FULF LE THE —0
RE WIT N. IW- 1
7. CO NST I -T ON VEHICLE PARKING LIMITED TO ONE 5 DE OF THE ROAD (OFFO5 TP OF II0DRANT5).
SIGNS INDICATING' JO CON5TRUCt ON VEn CIES THIS S DC OF 5TUE N ENGLISH 4 SPANISH
SHALL BE NSTALLED.
B. ONCE THE F RST UFT OF ASPnALT 15 FA55ABLE BY VEn CLES TEMPORARY 51 SICN5 ARE
REOU RED. THE DEVELOPER WALL BE REOU RED TO NSTALL WEATHER RE55TANT TEMPORARY
ROAD NAME5 GN5 AT INTER512CTION5 PRIOR TO PIA#APPROVAL. THE5E 5 GN5 5HALL BE
IAA NTA NEC BY ME DEVELOPER UNTIL REPLACED BY THE PERMIANENT 5 GN5.
9. D_
NG J5TALLAT ON OF 5 LT FENCE, MAINTAIN 3 CLEARANCE AROUND F RE 1—ANT5.
10. FUTURE PAWING 0ff"T ON -5 TO BE 5LBMmED A5 SEPARATE SITE FLAIIS
I RICHARDSCN ROAD SnAL HAVE 4-c c JN BOTH DIP.ECT ON5 WITH A PAVED SHOULDER
ALONG THE MEDIAN, AN I I TH-UGH LANE t A 2 PAVED 51HOULI ALONG THE NRH 4
GETTER
2. THE FARM ARFA5 — BE OWNED AND OPERATED BY A PIII COMPANY SPEC AUZ NG IN
ARMING AND FARM EDUCATION.
13. IN 5TLATION5 WN kE> NGIE FAMILY HOMES WOULD FACE THE REAR ELEVATION OF A
TOWNnCNAE ACROSS THE 5—ET THE DEVELOPERS U-FWVDf:
A) EVERY UN T 5HALL HAVE A M N MLM OF ONE OF THE FOLLOWING: BUMP OUT—WNDOW.
VERT CAL SIDING DETAIL OR SHED ROOF FEATURE OVER DECK.
W EVERY BU ID NG 5HALL HAVE AT LEA5T ONE Of EACH OF THE ITEM5 MENTIONED ABOVE
FEATURED N TME REAR ELEVATION5.
q IAND5CAPNG WITH A 5TAC4G VERTICAL FORM BETWEEN TOWNHOME BUILDING5.
PRELIMINARY PIANS
NOT FOR CON5TRUCTION
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a_

Jurisdictional Determination Request
0
US Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of county assignments by Field Office and project manager can be
found on-line at: http://www.saw.usace.army.mil/Missions/Re u�,t lat_oryPermitPro�zram.aspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: (919) 5544884
Fax Number: [phone]
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
{r, 22 2016
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD 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 also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December 2013 Page 2

F1
Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address:
City, State:
County:
Directions:
0 Olive Chapel Road
Apex, NC
Wake
From highway 540 head west on Olive Chapel Road, the site will be located
on the north side of Olive Chapel Road
Parcel Index Number(s) (PIN):
B. REQUESTOR INFORMATION
Name:
Mailing Address:
Telephone Number:
Electronic Mail Address'
See attached parcel list
James Spangler
4338 Bland Road, Raleigh, NC 27609
919-875-4288
[e-mail]
Select one:
❑ I am the current property owner.
❑✓ I am an Authorized Agent or Environmental Consultant
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: See attached parcel list
Mailing Address:
Telephone Number:
Electronic Mail Address:
❑✓ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
z Must attach completed Agent Authorization Form
3 If available
Version: December 2013
Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION
I, 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)
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.
Property Owner (please print) Date
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
❑ I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does include a delineation.
❑ I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
F] I am requesting that the Corps investigate the property/project area for the presence or
absence of WoUS5 and provide an approved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
❑ I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an gpproved JD (this may or may not include a survey plat).
❑ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an approved JD (may or may not
include a survey plat).
4 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
5 Waters of the United States
Version: December 2013 Page 4

Jurisdictional Determination Request
F. ALL REQUESTS
Z
Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
Size of Property or Project Area 172.99
acres
W] I verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
❑✓ Completed and signed Preliminary Jurisdictional Determination Form6.
❑� Project Coordinates: 35.4424 Latitude -78.5547 Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
❑✓ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑✓ Aerial Photography of the project area
❑✓ USGS Topographic Map
✓❑ Soil Survey Map
❑7 Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR snaps, FEMA floodplain maps)
6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
❑✓ Wetland Data Sheetsg
Tributaries:
❑ USACE Assessment Forms
Upland Data Sheets ❑ Other Assessment Forms
(when appropriate)
❑ Landscape Photos, if taken
❑✓ Field Sketch overlain on legible Map that includes:
■ All aquatic resources (for sites with multiple resources, label and identify)
■ Locations of wetland data points and/or tributary assessment reaches
■ Locations of photo stations
■ Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
❑ Project Coordinates:
Latitude Longitude
Maps (no larger than 11x17) with Project Boundary Overlay:
❑ Large and small scale maps that depict, at minimum: streets, intersections, towns
❑ Aerial Photography of the project area
❑ USGS Topographic Map
❑ Soil Survey Map
❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,
previous delineation maps)
1987 Manual Regional Supplements and Data forms can be found at:
httl2://www.usace.army.miI/Missions/CivilWorks/RegulatoryProgramandPermits/reps supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://portal.ncdenr.org/cZdocument library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
http1/www.saw.usace.army.mil/Portals/59/docs/regulatory/publicnotices/2013/NCSAM Draft User Manual 130318.pdf
8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

LENNAr2"
March 10, 2016
To Whom It May Concern:
The letter serves to inform you that Lennar Carolinas, LLC. located at 909 Aviation
Parkway, Suite 1500, Morrisville, NC 27560, as the buyer of record and under contract
with the project owner, Marlou Smith Family Limited Partnership and other adjacent
Smith Family related parcels, hereby authorizes Spangler Environmental, Inc. to act as
our technical agent for the purposes of environmental issues, including wetland and
stream identification, permitting, mitigation planning and regulatory agency
coordination at the property known as Smith Farm Assemblage (see attached parcel
list) located North of Olive Chapel Road and south of US Highway 64 in Apex, NC. All
site visits by regulatory personnel must be coordinated in advance with our agent,
Spangler Environmental, Inc. This letter supersedes all previous Agent -related
correspondence.
The following contact should be copied on all correspondence:
Agent:
James A. Spangler, CEI, A.M.ASCE
Spangler Environmental, Inc
4338 Bland Road
Raleigh, NC 27609
[phone]
Si cerely,
,,---f
itch Barron
Vice President of Land Development
LENNAIT
909 Aviation Parkway, Suite 1500, Morrisville, NC 27560
Phone: [phone] • Fax: [phone]r

go
ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
James Spangler
4338 Bland Road, Raleigh, NC 27609
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
0 Olive Chapel Road, Apex, NC
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: wake City: Apex
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.4424 °N; Long. -78.5547
ow.
Universal Transverse Mercator: NAD83
Name of nearest waterbody: Reedy Branch
Identify (estimate) amount of waters in the review area:
Non -wetland waters:
8160 linear feet: 7 width (ft) and/or acres.
Cowardin Class: R4SB, R2SB
Stream Flow: Intermittent, Perennial
Wetlands: 0.524 acres.
Cowardin Class: PF01
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
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s)-
THAT
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):
❑ Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
❑ Data sheets prepared/submitted by or on behalf of the
app " nt/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps
❑ U.S. Geological Survey map(s). Cite scale & quad name:
❑ USDA Natural Resources Conservation Service Soil Survey.
Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM m
❑ 100 -year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑ Photographs: ❑ Aerial (Name & Date): or
❑ Other (Name & Date):
❑ Previous determination (s). File no. and date of response letter:
❑ Other information (please specify):

b
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
"pre -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 the 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 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 C.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 "maybe" 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:
IMPORTANT NOTE: The information recorded on this form has not
necessarilv been verified bv the Cors and should not be relied upon for
,later jurisdictional deterMiLations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
Signature and date of,
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Smith Farms Phase 2-4 Parcel List From Wake County GIS
PIN
Owner
Mail Address (owner)
City (owner)
Deed Book
Deed Page
Acres
Site Address
0722108872
HOFFLER, HALEY MILLS
SMITH
103 JORDAN CREEK DR
CARY
006906
00181
13.18
0 OLIVE CHAPEL RD
0722114592
SMITH, STALEY C SMITH,
AARON EARL JR TRUSTEE
PO BOX 640
APEX
016013
02524
14.41
0 OLIVE CHAPEL RD
0722127394
SMITH, STALEY C SMITH,
AARON EARL JR TRUSTEE
PO BOX 640
APEX
016013
02524
35.69
0 OLIVE CHAPEL RD
0722136412
SMITH, STALEY C SMITH,
AARON EARL JR TRUSTEE
PO BOX 640
APEX
016013
02524
18.9
0 AIR PARK DR
0722209585
MARTHA SMITH FAMILY
LTD PTNRP BACON,
MARLOU S
PO BOX 343
APEX
013327
01553
41.78
0 OLIVE CHAPEL RD
0722219780
BACON, L MARLOU
405 HUNTER ST
APEX
003372
00659
27.41
0 OLIVE CHAPEL RD
0722232736
HATCHER, SIDNEY DERK
1040 LAKE LOTELA DR
AVON PARK, FL
005049
00140
2.67
1615 AIR PARK DR
0722235508
DAVIS, MARGRADELL B
PO BOX 1312
APEX
003754
00668
1.9
836 AIR PARK DR
0722320646
WILLIAMS, HAROLD J
114 N MASON ST
APEX
003071
1 00268
24.62
0 OLIVE CHAPEL RD
0722330682
MCLAURIN, SARAH SMITH
3225 US 64 HWY W
APEX
1 002741
1 00472
32.39
3225 US 64 HWY W

Site Number
Latitude
Longitude
Cowardin
Class
Estimated Amount of
Aquatic Resource in Review
Area
Class of Aquatic Resource
stream A
35.7368
-78.9252
R4SB
2,870 linear feet
Non -section 10 — non -wetland
stream E
35.7325
-78.9292
R2SB
2,380 linear feet
Non -section 10 — non -wetland
stream O
35.7312
-78.9256
R2SB
2,570 linear feet
Non -section 10 — non -wetland
stream Q
35.7337
-78.9211
R4SB
200 linear feet
Non -section 10 — non -wetland
stream N
35.7312
-78.9234
R4SB
140 linear feet
Non -section 10 — non -wetland
pond S
35.7357
-78.9209
L1
0.13 acres
Non -section 10 — non -wetland
wetland A
35.7394
-78.9221
PFO1
0.021 acres
Non -section 10 — wetland
wetland C
35.7328
-78.9257
PFO 1
0.204 acres
Non -section 10 — wetland
wetland P
35.7337
-78.9211
PFO1
0.114 acres
Non -section 10 — wetland
wetland R
35.7318
-78.9267
PFO1
0.185 acres
Non -section 10 — wetland

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The property beeeinabove described was acquired b7 Grantor b7 iast7oment recorded in -..- .............-_._._.-.----------._._._
A map showing the above described property is recorded in Plat Book .................................... page ......................... i
TO HAVE AND TO HOLD the aforesaid Int or parol of land and all prisileges and appurtenances thereto belonging to
the Grantee in fee simple
And the Grantor covenants with the Grantee that Grantor is seized of the premises In fee simple, has the right to convey
the same in fee simple, that title is marketable and fm and clear of all encumbrances. and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated -
Title to the property hereinabove described is subject to the following exceptions:
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sc wfl rJU268
_ IIIESENTi�
FOR
;MSTRAMM
DEC 15 9 A AN '81
REC6: i .; OF DEEDS
WAKE COUNTY. &L
M—se Tu m Recoding Time, tsoaa sea Part
T. fat Na ....... ........ ..._.................... ........... .... ...._... _... _._.._. Parcel Identifier No. 40/11.I44 _.._...._........_......... ._....... ......
Verified by ... .......... ...... Coats m the day of .................. ......._..... is...........
by .... _.... _............ _.---- - ------- -___... .__.........._,_ ....... ......... ....... _.......
...... .....
..........
..........._........
......-.-- .
Ma0 after recording to AlleMAV -%%M S _R.d- Deftele A, .. 40-0x, #d Awd3. ................
.
This instrument was prepared by HOU"AN AID STAI[, Attorneys at i ae...Ape=,..
Brief descriptiun for the Index
'Lr. D-1 Smith Lands- WO
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made tbis24t:h day of Sovember .. . 19 82 . by and between .
GR,LN'T0R
Sarah S. Williams
GRANTEE
Harold J. Williaas
Route 0
apex, HC 27502
1
EMR In appapdat. bi h t- each patty: —. -ossa,. ani, it appeprka4, •haraeter •f entity, -% -
-P'-Ii--
The designation Grantor and Grantee as used heroin shall include said parties, their heirs. successors, and asitias, and
shall include singular, plural, masculine, feminine or neuter as required by eoutext
WITNESSETH. that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that_
certain !ot or parcel rf land situated in the City of .. White Oak - .- Township.
Wake County. North Cantina and mare partivalarty described as follows:
BEGINNING at a stake in the westerly line for the Ext- Goodwin lands, It being the southeast
corner for Sarah S. Williams (Tract D); and runs thence with the Exum Goodwin lands past
his corner and with the lands of 0. A. Goodwin South 01 degrees 34 minutes 36 seconds West
900.0 feet to a stake, the northeast corner for Tract E-1 of the map hereinafter referred
to; thence with the north line for said Tract E-1 North 88 degrees 25 minutes 24 seconds
West 1069.80 feet to a stake In the center of a private road; thence with the center of
said private road as it curves slightly to the left a radius of 292.52 feet for a distance
of 236.52 feet to a stake; thence continuing with the center of said road North 31 degrees
51 minutes 16 seconds West 360.79 feet; thence continuing with said road as it curves
slightly to the right a radius of 436.05 feet for a distance of 129.25 feet; thence continuing
with the center of said roan North 16 degrees 11 minutes 56 seconds West 168.26 feet;
thence along a slight curve to the left a radius of 568.16 feet for a distance of 79.87
feet to a stake, the southwest corner for said Tract D; thence with the south line for
Tract D South 89 degrees 39 mimttea 05 seconds East 1442.23 feet to the BEGINNING, containing
24.617 acres exclusive of the right of way of said private road and being all of Tract D-1
according to map entitled "Property of Blonra B. Smith formerly T. Lacy Williams" by Smith
and Smith Surveyors dated December 16, 1970 and revised May 11, 1979.
Subject to the right of way of a private road zs shown on said map. It is understood,
however, that said Grantee, his heirs 'and assigns and successors in title, shall have the
free use of said private road as shown on said imp in perpetuity as an easement for ingress
and egress to said tract or to any other property bordering thereon.
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The purpose of ibis deed is to convey all the Grantor's right, title and remaining interest
in and to the lands herein described unto her busb=Ao the Grantee herein, that he may hold
the saes as sols:ouoer thereof in fee simle.
The property Aereiashtne described was atsieired by Grastor by ias rumest eaooeded b _Donk_ 3O3as_,pa;e 3111
ftpak-.]QQi, .paDte..3Al.ind.Daok.2818.-.3tata.SoO�..Wits.CauutT-YeEiat�-....-..-----------
A map abowior the above deem -bed prop" is retarded in Plat Book .........- _................--.. pa=e-...... ............... ..
TO RAVE AND TO HOLD the aforesaid lot or parcel of Lad ad all ptiviles" and mppnrteaaoeea thereto beLagmg to
that Grantee in fee simple.
Aad the Grantor covespts with the Grantee. that Grantor is seized of the premises in fee simple. has the right to comet
the same in fee simple, that title is marketable and free and clear of all esrumbrances, and that Grantor will warrant mad
defend the title against the Lwful claims of all persons whomsoever except for the exceptions btreinafter st■ted.
Title to the property hereinabout described is subject to the following deceptions_
rN wtt s wNoeor, a e am aa. grew. aa" zea haw ane rat. er u e.rr...w. a.. eals.d aua mu....t an r .glared r r
Idled b INC earl aaaaraaed ,ala aaM W ant Y M a -.we a ar aae�.tMl bYJ�a Weteclr�z. 14 b W lean Ilet
-- -- _
Sarah S. Rilliaas
_ a
re'='z' '-------------------------------------
q----
---------- M.rP-..ratan
RAN ----------------------------------------- — —
�r NoaTs .IRSIMa-------Y ------------
---._.—
�QZARy y . > a .wn r.Yk w w caw ... stay -1-1d's.atlrl gnat --
_5 p�1_,it_113111a---------------
g V .2 ree...anl ,rwte+ rYrc r Yea dal ..d-hw,aeMded w eate.tir - at lntetMnr lek..e.t wwe,. o
roe nae am.W w.►.t atal tan ___.7___ YP - ----------------------------- --_-. tf_8a
'
N� tb
My —..bdaa ea.1. lues--- ----- -!-!iM � J C _ ---�7= N.�ta 7 tv
.ewe.sral.P Noun C %,MuA-----•---------••------- -
t r. a Nolan, labile of w Ca.ap W date at -bald. "torr wt ----------------------- —
y reanany "aM rr-. Man tbn dal aM aetaawledted that _-- r Y .— -------------- — ------ — retsel.il -
w
y .. ...............—..___.._.._.___._______—_______—__ • Nett GrMlaa e.rderaar, nae wt by avYMtl dW
ileo
and u W Kt ad w s.rrarnti- can teteretar Ianuuna at ane .irate Y W .ase N W ---------------
to
Fa-bt.at -algid-algid ad nue. W —,arata anal Mad al[eated by ........... — n —.
Its .__-_-_--_--__-_-___--- N"retatr.
warn Y7 hand aM .ental Mar► an eeU. Yes .__.._.dal - _________________________ti
' srl ".. slates tart—--------------------------------------------------------- N-ul Public
Trt.rtr.lar eettin"W(s) ne ------ ____ _._____ __________------------------------------------------------------------
---- �. .. �._l:--------------------------------------- -
---------------
k/an termad Y be t-test This inattalaom sad tats eta uk ar are Nil I.rbklN at w data and tit sad Y tr aeeh sad Part 11— K on
nest Pad. rrt-.
MC ENZIE. JR. sronizit ur ossor los-----------------
71
--% _ "+i-=..` ' .•_=/-Y-✓6Y•................nerV '_
n"_•_--•eatistat tro-
al M
..",a., / JZ9

Ta: Lot No ...............................................
Verifiedby ..............................................
by_:.:..........................................................
3754 %EM
MESENNTEO
RECISTRATiON •
J0 10 3 40 Was
KE44ETH G. WILKINS
REGISTER OF LEEDS
WAKE COUNTY. NC
Recording Time, mot and p
.......................... Panel Identifier No.....�...............� �� O
...............
....... County on the --............ day of .......................... -...........
................................................... -- .......................
Nail after recording to .......Richa;d..0. Gamble_r.,.,Attorney,,,•,_P. 0...-.Box.,1776-,..-Raleigh.,...NC..27602
............................... -..................................................................... ............. ....................................... ....................................................................
This instrument was prepared by ..RiChArd.. .....Gale.....Alto.;i.1 X.....................................................................................
Brief description for the Index
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this ..29.th. day of .............. .......... ....Ji1T.tE_...................., 128.6__.., by and between
GRANTOR I GRANTEE
SARAH S. WILLIAMS, UNMARRIED
MARGRADELL B. DAVIS
ykl& ,� t x e 7s�v
Eater is apprapriale id"k tar ea¢b party: name, address, and, it appropriate, character H -tity. e0. mrpomtian w part—.Wpi
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of ................... ......... .............................., White Oak .......... Township,
...........................
,...,Wake I.... ___.__. County, North Carolina and more particularly described as follows:
BEING all of that certain tract of land containing 2.114 acres total,
1.838 acres net, as shownon map of property of Bobby R. Davis and
wife, Margradell B. Davis, recorded in Book of Maps 1986, Page 625,
Wake County Registry.
Together with and including, and subject to an easement and right of
way along the 60 foot private road extending from said property in a
southern direction to NCSR 1160, as shown on said map.
n.e. su A ... .. r.— n.. l 0 Ilia..—,.e kill.
•
•

•
aooK.3754 ?Aa 669
The property hereinabove described was acquired by Grantor by instrument worded in ..................................................
A map showing the above described property is worded in Plat Book 198.6 .......................... Page.....b2S_..........
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee. that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Subject to easements, restrictions and rights—of—way of record, if any.
Subject to 1986 property taxes.
IN WITNESS wHEREO►. tee Grant« nae \.tonal. set hk band an. seal. at it cerpetlle, esa .aaW thV Imtr■aunt a be sl[aW ata
.be-na sue ►y 1a dally a■msrwd oaken and Ill .eat a N aereents arr4.q by a.tmr ky or In Emyr et Dire.cwe, a. day aka year tttx
/
---------------_______________
// �• %
y, .l a.fv i ((,(
(corienee" raaej Sarah S. Williams, Unmarried -------
BY: -----••----------
i
C
ATTEST:
1
U
_______________________________________________________________
•1j'------------------------------------------------------------- (SEAL)
S•
_.._
(Corp.raa lean
r, J hr�
Os
• aaY•.., 9�'+,
7 _________________________ ......-__(SEAL)
NORTH CAaoIANA- Wake
_ ---------'- ----------_-'__-county.
> NOTARY
y L a awry lablk of the Cmaty ana 7aa aforesaid. «nity met -
*:F+ i
• .
y _Sarah •-S:--w1-}alga_,. Unmarried : -------- Grantor.
•
Petannany appeared befen we this day and acknowledged the axK■Uoa of the fongeln( a.tr■we■L wlaee. air
�.
F�OUN�
bond •Ni.w ,amp «,.a4 thin 19th. a. f ----•-- f} •-
illi•'
4H
..
Mr eanenul m explrn: _----•----�r'-�4- =
np{pv�l
ljt _lly'C�C'C
SRAL-STAMP
Real
NORTH CAROLINA, __-- ------------------------------ C ... ty
1, a Nwrr Public Of Me C•enly and State aforesaid, cent, teat ------------------------------------
at peraoaany taws before we thk ay and acknowledged teat .__. be k seci-ary N
R ----------------------------------------------------- — a Norm Catalina eorpontlen, and that by aath.,U, dear
e
Ygiven and ne sae act oI th.... P.—a., the foregoing 1nNrument vac signed 1, Its naw. by it. ...............
PK.Iden4 ...led with la e.t caia aeal and aWead b ---------__ a, He ___________________________ aeceean.
wittew My band and ofneW stawp « saal, w. ....... day at ........................... is.__...__.
My cowwls.aa eaplrn:
Te f•regolhg CerUfkalea) of _____. _ C� ...............
•_________________________________________________________________________________
isltor• c frtifled to N coned Thk Imtruw.ntsad Doll --HIKE an dol and I?.,, Mow. on th,
flnt ere•f y rr[Istered at lke ate and Ilene and In the B•ok
.... ..K -E --N--
- Gn
REGIST.. Or DEEDSroE__---�
ey •--" ----- -----_---_—D eputy;Aawwwt-■ellnK KUKd.
N.C. ear A..«. form No. l 2 n1{, wrrl,.d 1611.
c

OK5049PGO140
PRESENTEO
FOR
Rr-s NTION
00016 91 DEC PH 1`40
I:fl;ls
uil'�r . }i:`17Y
aacW Tax NON` I Receding Tune, Book end pace
i
Tax Lot No. .... . _._.. ... _.._. .... __. .. _....__
Parcel Identifier No. 0120633
Verified by .......................................... County on the day of ..._ 19
by............................... ... ._....... ......_. _____.__ ...... ............, _..........................._ ._....._ - _____.._._.._
Mail after recording_.rantee .... _. _. __... .. .. _.
.._........................................................................._...... ........... ... .. _... ........... _... _. _. ....,.,... ......... _.. _.............
This Instrument was prepared byRobert L. Savage, Jr., SAVAGE AND GODFREY (no title exam)
Brief description for the Index
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED nude this ..5th •• day of November , 1991 , by and between
GRANTOR
SIDNEY M. HATCHER
and wife,
REBECCA S. HATCHER
GRANTEE
O
SIDNEY DERR HATCHER
Address: O'q f(ev;N /La6T''
R�N+ �f� r,;t,4 it
ester In appeeed to block tar seek party: aarae. eadoe ane. It apprepelote. ehanetar, at enWy. e.e. ceepsestiea w partsetshlp.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall Include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant. bargain. sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of White Oak Township,
Wilke County. North Carolina and more particularly described as follows:
BEINGall of that 3.154 acre tract according to map and survey
entitled "Property of Sidney Derk Hatcher and wife, Patricia
W. Hatcher", as recorded in Book of Maps 1961, Page 942, Wake County
Registry, reference to which is hereby made for greater certainty
of description.
L
l
r
_
OK5049PGO140
PRESENTEO
FOR
Rr-s NTION
00016 91 DEC PH 1`40
I:fl;ls
uil'�r . }i:`17Y
aacW Tax NON` I Receding Tune, Book end pace
i
Tax Lot No. .... . _._.. ... _.._. .... __. .. _....__
Parcel Identifier No. 0120633
Verified by .......................................... County on the day of ..._ 19
by............................... ... ._....... ......_. _____.__ ...... ............, _..........................._ ._....._ - _____.._._.._
Mail after recording_.rantee .... _. _. __... .. .. _.
.._........................................................................._...... ........... ... .. _... ........... _... _. _. ....,.,... ......... _.. _.............
This Instrument was prepared byRobert L. Savage, Jr., SAVAGE AND GODFREY (no title exam)
Brief description for the Index
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED nude this ..5th •• day of November , 1991 , by and between
GRANTOR
SIDNEY M. HATCHER
and wife,
REBECCA S. HATCHER
GRANTEE
O
SIDNEY DERR HATCHER
Address: O'q f(ev;N /La6T''
R�N+ �f� r,;t,4 it
ester In appeeed to block tar seek party: aarae. eadoe ane. It apprepelote. ehanetar, at enWy. e.e. ceepsestiea w partsetshlp.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall Include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant. bargain. sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of White Oak Township,
Wilke County. North Carolina and more particularly described as follows:
BEINGall of that 3.154 acre tract according to map and survey
entitled "Property of Sidney Derk Hatcher and wife, Patricia
W. Hatcher", as recorded in Book of Maps 1961, Page 942, Wake County
Registry, reference to which is hereby made for greater certainty
of description.
L
l

El
OKS049PG0141
The property heroirabove described was acquired by Grantor by Instrument recorded in .........
............
Hook 4572, Page 756, Wake County Registry
..... .........
...............
........................................................................................................................ . ......
1981 942
A map showing the above described property Is recorded in Plat Book .. ..., page .... ...........
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonairR Iq
the Grantee in fee simple.
And the Grantor covenants with the Grantee. that Grantor is seised of the premises in fee simple, has the right tt 'eY
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Granter will coc' ••' and
defend the title against the lawful claims of sit persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Subject to standard service and utility easements and rights of way.
w MITNtff
4
wtlaaaoi. ue OraM•r w NnewM fat ah ./ a.d ata(. sr :: s N su Saa9
N ` D—tter . n ".' W u� rNr�rtM
aMlenM run•
by m lily •anerhN oirleen a.d W nN n N anwao af14N 1y
-------------------------- ____------------- _................... i.
•. _._.._ __ _ _ ""eV-
Y"e ________________-LALI
(QQ/enla Nan•) SIDNEY . HATCHE/R /
f sr-_ ________________________________— HEC ✓ v�{rjCS,c------------------
(ssAu
_ 4' 't4
•___ ___.____rn.u...
wssssx:_____IfRALI
'•-••------'----•---------------•-- o
t
.__fnrturr (Car/eeata f.ab x ------------------------(agALl
rLAL-RAra1 ••• V NORTN CAROLINA. ------ c ... ty.
A:y I. NM.ow aCl
a Newry yNk ad cd fkk Starts" nuy tlut__________________________________________
-----Sidney _bL__HatcheL_And_ wiEs,__ZtepacC_t.,4,__tsing3----_----_- or..r.t.
.'r a .ar yqn. "1.. e• nk day Ya acbewlWed •a, •see.trew at M4 r.rer•Yf IwNr at. wnuat my
Nrn y N
November �s1-----
.. �a..au.d.Nhw.unr«na,ah.�_.._a.r.t__-_..__(�_L�-(�ya��____________________ _
.y '••.. rIy eennhY•. -____________________�'L._.-`
iLAL4TAM1 +-OLr wr7 P.I.S.
NORTN CAROLINA __________________________ ___C—'Y'
t, a Nekrf P.►Ile W nt Cwur ../ ftak afereaaN. cenlh net __________________________________________
A vr...auy eaaw b.9— N uh W OR. ---".a. Yat ____ ►• h _______ ____________________ fan.lary K
$ a Nein CarwMa. temente., A" nag.y aanerry a.ly
a [eo ud a. u• act si uN .egenue., ne I ..falai larir.ne.i w•a daaed Iw w .ane by W ------------ —_
At"
• ►ndd•.t. stake w1Y rf e•rr•a•ra ..Y aN -R by ----------- •a W -•---- ---------- f•.nWL
woven .r aw w .Nkm •tats► n atal. me _______eay a _-•_____________________
--• u-------
myts..u+IwaiMr•a________________________________-__-__.___-_______._._____.__.__________ No"" r.we
era• Nnrolaa N.Wkat•(fl N -• - - - ----- --- ---•---- -- --- ---- -^ -
---._ ._ -•--- - ------- --' ---- ----_7. - ---....-.___._...-•-•-----------------
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h/•n -fin" 1. 6. nnat Tek RNh.nut •.d d,a . u katt an dWf nih. d at M. 4e u/ We ud a rat MY awd ri
a • anew. •. ne
nr't "a' 17r K.ENNM C. WI NS
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Legend
Property boundary
Smith Assemblage
Due Diligence
Olive Chapel Road
Apex, Wake County, NC
November, 2016
69
SPANGLER
ENVIRONMENTAL, INC.
4338 Bland Road Raleigh, NC 27609
919-875-4288
N
W+ E
S
"IN
Topographic Map
map source:
2016 USGS 7.5' New Hill Quad

image vrovlcieu rsy bpangier tnvironmenial, Inc
i`AL&Iw.lw:.•ordr.
I
NRCS WEB SOIL SURVEY
Nolo, a.vun. ruclosl
SMITH ASSEMBLAGE PHASE I ESA
V
SPANGLER
VIR4NMENTAL INC.
Apex North Carolina 27523
PREPARED FOR: Lennar Corp
PROJ. MGR: Jim Spangler DATE: 7/21/2015
DRAWN BY: Adam Rieder PROJ. #: 201507020
nap Unu N.— All--. A04
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NRCS WEB SOIL SURVEY
SMITH ASSEMBLAGE PHASE I ESA
Olive Chapel Road
SPANGLER
VIR4NMENTAL INC.
Apex North Carolina 27523
PREPARED FOR: Lennar Corp
PROJ. MGR: Jim Spangler DATE: 7/21/2015
DRAWN BY: Adam Rieder PROJ. #: 201507020

N.,
F'A
r;
0 228 450 900 Feet
. z
Legend
Q6wb)eot Property Boundary
Area assessed by Corps In 2014.,
Tax paruels ..
Smith ,assemblage
Due Diligence Figure 3
SPANGLER Site Map
Olive Chapel Road ENVIRONMENTAL. INC.
Apex, Wake County, NC 4338 Bland Road Raleigh, NC 27609 map source:
July, 2015 919-875-4288 Wake County GIS

e Legend"
jun§dl@H@Ral w@Hand
Notw.v.ebcan in
�@ fiht@k to Evaluata`e
aaak b M evalaAW taaeWrY
�rrn �IRIR1�@ftaRt IRt@Fffiltt@Rt
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PER USAGE
JAMES LASTINGER 1+
7123/1 attd MIKE OEATON
TOWN OF APE 15!1
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�@ fiht@k to Evaluata`e
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SUBJECT (Bm TOAPE1f BUPl1lRB
� e, 1alAaencH� t�^.
r R b.h« kMMFXW; raver aaw a waW
�
fi
THIS WHALE SYSTEM
t % pJ(1Y CtJtad&CT T9
I
w
CONSIDERED ISOLATED .w
t� tr �//W nr btrEX HDxtrEH3
(POND IS NON JURISDICTIONAUIN HIGH pRPUNUr y,
f /
11066 113An Ch
M 1
The area bet—n the sewer
y ^,.
easement ane R-* Branch
Ile
S01 slop ch
was not evaluated except
in the —My of the arrant
a!A N ala
NON JURISDICTIONAL POND IN HIGH GROUND
roac crossing
;
WETLAND N AWAOICT10NAL
�a ` ...
/ i Appm.. Sewer Ea"MI N Oft kw)
t
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' ..............
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736 It
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i
'' 17Aa PL s.✓�
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DRAINAGE PATTERN WILL CONSIDER
EVERYTHING UPSTREAM JUROCTIONAL'
30B It 37A
eoAa IK:
I
ta7f SUBJECT
�1 918(r lRgt
� 0)3i!FEdR11
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,
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NOT SUBJECT TOTOWN CFAPE .n ,-
(81St ylata dlsypese. t«.s
136 ",�-�►,
nAa7ae
r.cxs.aaraa.w.a.�
CHANNEL
Y SAC . f,OND WILL ALSO BE CONSIDERED
JUMSSEICTIONAL
NOT SNEJECT BY TOWN OF APE
NOTSUBJECT
C011iRfflKD NON JlMBB01CT10NAl BY UBACE
010 Pard
12a Pant NONJDBYIJ." I
NOTSUBJECT TO TOI OFA4BXBUFFBN®
aoTSUNJIMTOTVMOil AMWJWWF s
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14C01N'ECT)W1
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i
Pr+lj No,
0
150300 600 900 1,200
12 I 68:W I
Field Sketch Map
Feet
PM@@l Mqr,!
-smith As,5cmb1acjc
6
Wake Co- NC
Soil & Environmental Consultants, PA
__.. ._._. _..__.
p 1�' //�trryy
Contours from ' CDOT G15
841_`1.1•,4 tiru.iR—d'S.",
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-P=r®®t
2-010 Acrlal from NC0neMap G15

Smith Assemblage AM
Phases 2-4 SpANGLER Phase 2-4 Delineation Map
Olive Chapel Road ENVIRONMENTAL, INC.
Apex, Wake County, NC 4338 Bland Road Raleigh, NC 27609 map source:
July, 2016
919-875-4288 Jones & Cnossen Preliminary Site Plan Data

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/site: Smith Farms
city/county: Wake
Sampling Date: 8/21/15
Applicant/Owner. Jim Spangler (applicant) state: NC Sampling Point: upland A
Investigator(s): Tomas Will Section, Township, Range: Apex
Landform (hillslope, terrace, etc.): hillSlope Local relief (concave, convex, none): convex Slope (%): 5
Subregion (LRR or MLRA): 136 Lat: 36.4439 Long. -78.5536 Datum: NAD83
Soil Map unit Name: Creedmoor Sandy Loam NWI classification: N/A
Are climatic / hydrolo is conditions on the site typical for this time of year? Yes � No = (If no, explain in Remarks.)
Are Vegetation= Soil or Hydrology = significantly disturbedi=Are "Normal Circumstances" present? Yes = No
Are Vegetation= Soil or Hydrology= naturally problematic?=(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes= No L: j Is the Sampled Area
Hydric Soil Present? Yes= No =within a Wetland? Yes = No=
Wetland Hydrology Present? Yes No ✓
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary indicators (minimum of one is required: check all that apply)
=Surface Soil Cracks (B6)
=Surface Water (Al)
=Aquatic Fauna (B13)
=Sparsely Vegetated Concave Surface (B8)
=High Water Table (A2)
[=�u4arl Deposits (B15) (LRR U)
=Drainage Patterns (1310)
=Saturation (A3)
=Hydrogen Sulfide Odor (C1)
=Moss Trim Lines (B16)
=Water Marks (61)
=Oxidized Rhizospheres along Living Roots (C3) =Dry -Season Water Table (C2)
=Sediment Deposits (132)
=Presence of Reduced Iron (C4)
=Crayfish Burrows (C8)
=Drift Deposits (B3)
=Recent Iron Reduction in Tilled Soils (C6)
=Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (BAI)
=Thin Muck Surface (C7)
=Geomorphic Position (02)
Iron Deposits (135)
=Other (Explain in Remarks)
=Shallow Aquitard (133)
Inundation Visible on Aerial Imagery (137)
=FAC-Neutrat Test (135)
Water -Stained Leaves (139)
Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present?
Yes Q No = Depth (inches):
Water Table Present?
Yes= No Q Depth (inches): >12
Saturation Present?
Yes Q No Q Depth (inches): >12
Wetland Hydrology Present? Yes= No' '
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ) % Cover Species? Status
1. Pinus taeda 20 X FAC
2. Liquidambar styraciflua 10 FAC
3.
4.
5.
6.
= Total Cover
50% of total cover: 20% of total cover:
Saplina Stratum (Plat size: 15 )
1. Acer rubrum 10 X FAC
2.
3.
4.
5.
6.
= Total Cover
50% of total cover: 20% of total cover:
Shrub Stratum (Plot size: 15 )
1.
2.
3.
4.
5.
6.
50% of total cover
Herb Stratum (Plot size: 5 )
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover:
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5.
50% of total cover:
list
s
Sampling Point: upland A
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: (AB)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totafs:
(A) (B)
Prevalence Index = B/A=
rophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is 53.0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
= Total Cover Tree - Woody plants, excluding woody vines,
_ 20% of total cover: approximately 20 It (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb -All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
3 ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
= Total Cover
20% of total cover:
Hydrophytic
= Total Cover Vegetation
20% of total cover: Present? Yes= No/
v
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

. 31
SOILupland A
Sampling Paint:
Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.)
Depth Matrix Redox Features
(inches) Color (mast) % Color (mast) % Tvoe Loc Texture Remarks
0-2 5 YR 5/4 100 sandy cb sandy loam
2-12 5 YR 5/6 100 sandy lu sandy clay loam
'T e: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils':
Q Histosoi (Al)
Poiyvalue Below Surface (S8) (LRR S, T, U)
1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (A10) (LRR S)
Black Histic (A3)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
Depleted Matrix (F3)
Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
Redox Dark Surface (F6)
(MLRA 153B)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Depleted Dark Surface (F7)R
ed Parent Material (TF2)
Muck Presence (A8) (LRR U)
Redox Depressions (F8)
Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
Marl (F10) (LRR U)
❑Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
Depleted Ochric (F11) (M LRA 151)
Thick Dark Surface (Al2)
Iron -Manganese Masses (1712) (LRR O, P, T)
3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 150A, 150B)
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (S6)
Anomalous Bright Loamy Soils (1720) (MLRA 149A, 153C, 153D)
❑
Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
emarks:
Hydric Soil Present? Yes❑ No[z]
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

4L '
WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
Prolecusite: Smith Farms City/County: Wake samplity Date: 8/21/15
ApplicanUowner: Jim Spangler (applicant) state: NC sampling Point: upland C/P
Investigator(s): Tomas Will Section, Township, Range: Apex
Landform (hilisiope, terrace, etc.): hillSlope Local relief, (concave, convex. none): convex Slope
Subregion (LRR or MLRA): 136 Lar 35.7333 Long; -78.9275 _ Datum; NAD63__
Soil Map Unit Name: White Store Sandy Loam NWl dassificatlon: NIA
Aro climatic / h is conditions on the site typical for this time of year? Yes No (it no, explain in Remarks:)
Are Vegetation Soil= or Hydrology significantly distu 'Normal Ciratmstarrces" present? Yes © No
Aro Vegetation Soil or Hydrology naturally problematic? If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, oto.
Hydrophytic Vegetation Present? Yes NoIs the Sampled Area
Hydric Soil Present? Yesp� No F�i within a Wetland? yea= No MI
Wetland Hydrology Present? Yes No
Remarks:
Upland data form for wetlands C and P
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum
of one is reauired: check all that apply)
0 Surlace Soil Cradu (BO)
QSurface Water (A1)
Aquatic Fauna (B13)
arsely Vegetated Concave Swim (®b)
Romp
RHigh Water Table (A2)
Marl Deposits (815) (LRR U)
Pattems (910)
Saturation (A3)
M Hydrogen Sulfide odor (C 1)
MMoss Trim Lines (818)
Water Marks (61)
Oxidized Rhizospheres along Living Roots (C3)
Dry -Seaton Water Table (02)
Sediment Deposits (B2)
Presence of Reduced Iron (C4)
(MCmytth Burrows 0)
Drift Deposits (83)
Q Recent Iron Reduction in Tilled Soils (C8)
QSaturatlon Visible on Aerial Imagery (CU)
Algal Mat or Crust (84)
Thin Muck Surface (C7);hallow
eomorphid Position (D2)
Iron Deposits (85)
OOther (Explain in Remarks)
Aquitard (03)
Inundation Visible on Aerial Imagery (87)
FAC -Neutral Test (D3)
Water -Stained Leaves (89)
MSphognum moat (Do) (LRR T, U)
Field Observations:
Surface Water Present?
Yes Q No Q Depth (inches):
Water Table Present?
Yes Q No Q Depth (inches): > 12
Saturation Present?
Yes Q No Q Depth (inches): > 12
Weiland
T
Hydrology Present? Ya Q No l..T..i
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and (Tuff Coastal Plain Region — Vernon 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Tree Stratum (Plot size: 30 ) % Cover Species? Statu9
1, Pinus taeda 20 X FAC
2. Liquidambar stvraciflua 10 FAC
3.
4.
5.
8.
Total Cover
50% of total cover 20% of total cover:
15
Sapling Stratum (Plot size: )
1, Acer rubrum
10 X FAC
2. Unidentified sapling
5
3.
FAC species
4.
FACU species
S.
UPL species
6.
Column Totals:
50% of total cover:
Shrub Stratum (Plot size: 15 )
1.
= Total Cover
20% of total cover:
2.
3.
4.
5.
6.
50% of total cover:
Herb Stratum (Plot size: 5 )
1 Toxicodendron radicans
= Total Cover
20% of total cover:
10 X FAC
2.
3.
4.
S.
6.
7.
8.
9.
10.
11.
50% of total cover:
Woody Vine Stratum (Plot size: 30 )
1.
= Total Cover
20% of total cover:
2.
3.
4.
Sampling Point, upland
Number of Dominant Species
That Are OBL, FACW, or FAC; _ (A)
Total Number of Dominant
Species Across All Strata, tB)
Percent of Dominant Species
That Are OBL, FACW, or FAQ (A!B)
Total % Cover of:
Multiply by
x 1 a
OBL species
FACW species
x 2 a
FAC species
x 3 a
FACU species
x 4 a
UPL species
x 5 ■
Column Totals:
(A) (B)
Prevalence Index a IVA a
rophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test Is aSO%
3 - Prevalence Index Is 93,0'
Problematic Hydrophytic Vegetation' (Main)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic:
Tree - Woody plants, excluding woody vines,
approximately 20 R (6 m) or more in height and 3 in:
(7.6 cm) or larger In dMemater at breast height (01111-1)
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more In height and less
than 3 in, (T.6 cm) DBH,
Staub - Woody plants, excluding woody vines,
approximately 3 to 20 R (1 to 6 m) in height.
Herb -AII herbaceous (non -woody) plants, including
herbaceous vines, regardless of else, Agg woody
plants, except woody vines, less than approximately
3 it (1 m) in height:
Woody vine - All woody vines, regardless of height:
5. Hydrophylic
Total Cover Vegetation
50% of total rover: 20% of total cover. Present? YM= N
US Army Corps of Engineers
ANantic and Gulf Coastal Plain Region - Version 10

SOIL
Depth Matrix
(inches) Calor (moist) %
0-5 5 YR 5/3 100
5-12 5 YR 3/1 100
or
Redox Features
Calor (moist)_ TMe,_ Texture
sandy ch
sandy lm
sampling Pant: upland
si
Remarks
sandy loam
sandy clay loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains, 'Location: PLaPore Unina, M=Matrf)E:
Hydric Soil Indicators: (Applicable to all LRrR�s unless otherwise noted) Indicators for Problematic Hydric Roll! I
Histosd (A1)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Organic Bodies (A6) (LRR P, T. U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Coast Prairie Redox (A16) (MLRA 150A)
Sandy Mucky Mineral (S1) (LRR O, 3)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Dark Surface (S7) (LRR P, 3, T, U)
Layer
Type:
Depth (inches):
Polyvelue Belay Surface (88) (LRR S, T, U) ❑i cm Muck (A9) (LRR 0)
Thin Dark Surface (S9) (LRR S, T, U)
3 em Muds (A10) (LRR R)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Vertic (F18) (outaids MLRA 150A,a)
iLoamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, R, T)
Depleted Matrix (F3)
Anomalous Bright Lamy Soils (1130)
Redox Dark Surface (F6)
(MLRA 153BI
Depleted Dark Surface (F7)
ed Parent Material (TF2)
Redox Depressions (F8)
erg Shallow Dark Surface (TF12)
Mari (F10) (LRR U)
Other (Explain in Remarks)
Depleted Ochric (F11) (MLRA 151)
Iron -Manganese Masses (F12) (LRR O, P, T)
llndlestors of hydrophytb vegetation and
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic,
Reduced Vertic (F18) (MLRA 1150A. 11501111)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Sills (F20) (MLRA 149A,153C,153D)
Hydric Soil Present? Yes= NoE;r—1
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 21

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Sits: Smith Farms City/County: Wake Sampling DaW W21118
Applicant/Owner. Lennar Carolinas, LLC. Stats; INC Sampling Point; Upland M L
Investigator(s): Tomas Will Section, Township, Range: Aper
Landform (hillslope, terrace, etc.): hillslope Local relief (concave, convex, none): convu Slope (%)! 8
Subregion (LRR or MLRA): 136 Let: 35.7298 Lag, -78.9265 Datum; NAD1®83
Soil Map Unit Name: Mayodan sandy loam NWI dassiflatiom none
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks,)
Are Vegetation N Soil N or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Ya X No
Are Vegetation N Soil N , or Hydrology N naturally problematic? (If needed, explain any answers In Remarks,)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sarnpled Area
Hydric SON Present? Yes No X within a Welland? Yes No
Wetland Hydrology Present? Yes No X
Remarks:
Upland data form for Wetlands M and L
HYDROLOGY
Wetland Hydrology Indicators:
Primery Indicators (minimum of one is
i I
Surface Soil Cracks (86)
Surface Water (A1)
Q Aquatic Fauna (B13)
Sparsely Vegetated Concave Surface (116)
High Water Table (A2)
Q Marl Deposits (B15) (LRR U)
Drainage Patterns (1110)
Saturation (A3)
Q Hydrogen Sulfide Odor (CI)
Most Trim Lines (B16)
Water Marks (B1)
Q Oxidized Rhizospheres along Living Roots (0)
Dry -Season Water Table (02)
I
Sediment Deposits (B2)
Presence of Reduced Iron (C4)
Crayfish Burrows (CO)
Drift Deposits (63)
Recent iron Reduction in Tilled Soils (C6)
Saturation Visible on Aerial Imagery (CO)
Algal Mat or Crust (B4)
Q Thin Muds Surface (C7)
Geomorphic Position (D2)
Iron Deposits (B5)
Q Other (Explain in Remarks)
❑ Shallow Aqukard (0)
a Inundation Visible on Aerial Imagery
(B7)
FAC -Neutral Test (06)
Water -Stained Leaves (B9)
Sphagnum Mau (D6) (LM T, U)
Field Observations:
Surface Water Present? Yes
No Depth (inches):
Water Table Present? Yes
No Depth (inches):
Saturation Present? Yes
No Depth (inches):
Wetland Hydrology Present? Yes No X
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), y available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2:0

VEGETATION (Four Strata) — Use scientific names of plants.
Tree Stratum (Plot size: 20 sq ft )
1 Pinus taeda
% Cover
15
Species?
X
Status,
FAC
2 Acer rubrum
10
X
FAC
3 Lirlodendron tulipifera
5
x 5 a
FAC
4.
5.
6.
7.
8.
50% of total cover:
Smpllna/Shrub Stratum (Plot size: 10 sq ft )
1 Pinus taeda
30 = Total Cover
20% of total cover.
10 X FAC
2, unidentt ied sapling
3.
4,
5.
6,
7.
8.
10 = Total Cove
50% of total cover: 20% of total cover:
Herb Stratum (Plot size: 10 sq ft )
1 unidentified grass
2
Sampling Point; Upland M L
Number of Dominant Species
That Are OBL, FACW, or FAC: (A)
Total Number of Dominant
Species Across All Strata (e)
Percent of Dominant Spooies
That Are OBL, FACW, or FAC; (AI®)
Total %Cover of:
Multiply bv:
x 1 a
OBL species
FACW species
x 2
FAC species
x 3 a
FACU species
x 4 a
UPL species
x 5 a
Column Totals:
(A) (B)
Prevalence Index ■ IVA a
rryurupnyac •aVauuWn 111MIwSwa:
1 - Rapid Test for Hydrophytia Vegetation
2 - Dominance Test Is 1,50%
12 3 - Prevalence Index is 93,0'
Problernew Hydrophytic Vegebtion' (Explain)
'Indicators of hydric soli and wetland hydrology must
be present, union disturbed or problematic,
3•
Trot— Woody plants, excluding vines, 3 In, (7A am) or
more in diameter at breast height (DBH ), regardless of
height.
Saplinglshrub — Woody plants, excluding vines, Ins
than 3 in. DBH and greater than 3,20 ft (1 m) tell:
Herb—All herbaceous (non -woody) plants, regardless
of size. and woodv plants leu than 3.20 ft tall:
4.
51
6.
7
8.
g
10.
11.
12.
10 = Total Cover
50% of total cover: 20% of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
= Total Cover
50% of total cover: 20% of total rover:
Remarks: (If observed, list morphological adaptations below).
Woody vine — All woody vines greater than 3,21 fl in
height.
Hydrophytic
Vegetation
Present? Yes _ No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2:0

SOIL
to document the indicator or
Sampling Poing Upland M L
Depth Matrix Redox Features
(Inches) Color (moist) Color (moist) _ % Taxture Remarks
0-4 2.5YR 3/1 100 loam
4-12 2.5YR 3/2 100 loam
'Type: C■Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 'Local"., PL&Pore Linin, MuMetrix:
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Solis':
Histosol (Al)
Polyvalue Below Surface (SS) (LRR S. T. U)
1 am Mu ok (AG) (LRR 0)
Histic Epipedon (A2)
Thin Dark Surface (SO) (LRR S, T, U)
2 om Muck (A10) (LRR i)
Black Histic (A3)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Verk (Fill) (outside MLRA 180A,1111)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (Fig) (LRR P, •, T)
Stratified Layers (A5)
Depleted Matrix (F3)
Anomalous Bright Lamy Soils (11120)
Organic Bodies (A6) (LRR P, T, U)
Redox Dark Surface (F6)
(MLRA 103)
5 cm Mucky Mineral (A7) (LRR P. T, U)
Depleted Dario Surface (F7)
Red Parent Material (TF2)
Muck Presence (A8) (LRR U)
Redox Depressions (F8)
Very Shallow Dark Surface (TF1 2)
1 cm Muck (Ag) (LRR P, T)
Marl (F10) (LRR U)
Other (Explain in Remarks)
Depleted Below Dark Surface (At 1)
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
Iron -Manganese Masses (F12) (LRR O, P. T)
'Indicators of hydrophytio vegetation and
Coast Prairie Radox (A16) (MLRA 150A)
Umbric Surface (F13) (LRR P, T. U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
Reduoed Verde (F18) (MLRA 1ii0A, 1508)
Sandy Redox (S5)
Piedmont Floodplain Soils (F19) (MLRA 1146A)
Stripped Matrix (S6)
Anomalous Bright Loamy Soils (F20) (MLRA 146A,153C,153D)
Dark Surface (S7) (LRR P, S. T, U)
Type:
Depth (inches):
Hydric Soil Present? Yes No X
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Ragion - Version 2:0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Pro(ect/site: Smith Farms city/county: wake sampling nate: 8/21115
Awicanvowner. Jim Spangler (applicant) State: NC Sampling Punt: upland R
Investigator(s): Tomas Will Section, Township, Range: �X
Landform (hillslope, terrace, etc.): hillSlope Local relief (concave, convex. none): CWVQX slope (%): 8
Subregion (LRR or MLRA): 136 Lat 35.7364 Long: -78,9220 Datum; NAD83
Soil Map Unit Name: White Store Sandy Loam NWI classification: N/A
Are climatic / h ;Soil
conditions on the site typical for this time of year? Yes No (It no, explain in Remarks,)
Are VegetationSoil or Hydrology significantly disturbed `Normal Circumstances" present? Yes © No=
Aro Vegetation � or Hydrology naturally problematic? If needed, explain any answers in Remarks,)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, ata
Hydrophytic Vegetation Present?Yes NoF�� Is the Sampled Ares
Hydric Sod Present? Yes No within a Wetland?
Yes No
Wetland Hydrology Present? Yesr—j No r,/__j
HYDROLOGY
Weiland Hydrology Indicators:
Primary Indicators (minimum
of one is reouired: check all that apply)
OSufface Soil Cracks (N)
QSurfwe Water (Al)
QAquatic Fauna (B13)Sparsely
Vegetated Concave Burfaoe (®d)
RDrainage
RHigh Water Table (A2)
Saturation (A3)
[=]uari Deposits (B15) (LRR U)
Hydrogen Sulfide Odor (Cs,)
Patterns (610)
Moss Trim Lines (818)
Water Marks (61)
Moxidized Rhizospheres along Living Roots, (C3)
Dry -Season Water Table (02)
Sediment Deposits (B2)
CDPresence of Reduced Iron (C4)
Crayfish Burrows (Ca)
Drift Deposits (B3)
= Recent Iron Reduction in Tilled Soils (C8)
QSaturation Visible on Aerial Imagery (CO)
Algal Mat or Crust (84)
r__j Thin Muds Surface (C7)
Seomorphkl Position (D2)
Iran Deposits (B5)
OOther (Explain in Remarks)
hallow Aquitard (03)
Inundation Visible on Aerial Imagery (87)
FAC -Neutral Test (D!))
Water -wined Leaves (Bg)
MSphagnurn most (Dili) (LRR T, U)
Field Observations:
Surface Water Present?
Yes Q No Depth (inches):
Water Table Present?
Yes Q No Q Depth (inches): > 12
Saturation Present?
Yes Q No Q Depth (inches): X12
Welland
Hydrology Present? Yes Q No MM
includes capillary hinge)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: upland R
Tree stratum (Plot size: 30
)
% Cover Species? �itcui_
Number of Dominant Species
1. Pinus taeda
35 X FAC
That Are OBL, FACW, or FAC; (A)
Total Number of Dominant
2,
3.
Species Across All Strata; (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC; (A/O)
6.
= Total Cover
Prevalence Index worksheet:
500/0 of total cover:
20% of total cover:
Total % Cover gf: MUMMY byl
15
OBL species x 1 ■
Sapling Stratum (Plot size:
)
1. Acer rubrum
10 X FAC
FACW species x 2 ■
FAC species x 3 ■ ��
2.
FACU species x 4 ■
3
__
UPL species x 5 ■
4
Column Totals;(A) (B)
5
e
pp��
Prevalence Index ■ 0/A ■
= Totel Cover
Hydrophytic Vegetation Indicators:
50% of total cover:
20% of total corer:
1 • Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 15
)
2 • Dominance Test Is 40%
1 •
3. Prevalence Index is 93,01
NProblematic Hydrophytic Vegetation' (Explain)
2
3.
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic:
4•
51
61
DefirAtlons of Five Vegetation rata:
Tree _ Woody plants, excluding woody vines,
= Total Cover
50% of total cover:
20% of total cover:
approximately 20 R (6 m) or more In height and 3 in:
Herb Stratum (Plot size: 5
)
(7.6 cm) or larger in diameter at breast height (013H):
1 •
sapling — Woody plants, excluding woody vines,
approximately 20 R (6 m) or mon in height and less
then 3 in, (7,6 cm) DSH,
2•
3.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height:
4•
5
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of We. &U woody
plants, except woody vines, less then approximately
6.
7.
e•
3 R (1 m) in height,
9.
Woody vine -All woody vines, regardless of height:
10.
11.
= Total Cover
50% of total cover:
20% of total cover.
Woody Vine Stratum (Plot size:
30 )
1.
Hydrophytic
Vegetation
2.
3.
4.
5
= Total Cover
50% of total cover:
20% of total carer:
Present? Yea No
U5 Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2:0

SOIL
or
Sampling Point; upland R
Depth Matrix Redox Features
(Inches► Color (mast) % Color (mast) %_ fig_ Loci Texture Ramark■
0-5 5 YR 5/4 100 sandy sandy loam
5-12 5 YR 5/6 100 sandy IN sandy clay loam
'Type: C=Concentration, D --Depletion, RM=Reduced Matrix MS=Masked Sand Grains.
Location: PL&Pore Unin M&Matrix,
Hydric Soil Indicators: (Applicable to all LRRs, udess otherwise noted.)
Indicators for Problematic Hydric lolls':
Histosd (A1)
Pdyvalue Belay Surface (S8) (LRR % T, U)
1 cm Much (A9) (LRR O)
Histic Epipedon (A2)
Thin Dark Surface (S9) (LRR S, T, U)
2 an Muck (M0) (LRR B)
Black Histic (A3)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Vertic (Fla) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Sails (F19) (LRR P, a, T)
Stratified Layers (A5)
Depleted Matrix (F3)
Anomalous Bright Loamy $alN (11120)
Organic Bodies (A6) (LRR P, T, U)
Redox Dark Surface (F6)
(MLRA 1538)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Depleted Dark Surface (F7)
ed Parent Material (TF2)
Muck Presence (A8) (LRR U)
Redox Depressions (F8)
ery Shallow Dark Surface (TF1 2)
1 cm Muck (A9) (LRR P, T)
Marl (F10) (LRR U)
Other (Explain in Remarks)
Depleted Below Dark Surface (A11)
Depleted Ochric (F11) (MLRA 151)
Thick Dark Surface (Al2)
Iron -Manganese Masses (F12) (LRR O, P, T)
'indieatore of hydrophytie vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
Umtxic Surface (F13) (LRR P, T, U)
wetland hydrology must be pfes int,
Sandy Mucky Mineral (S1) (LRR O, S)
Delta Ochric (1`17) (MLRA 151)
unless disturbed or problernsfie:
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 1150A. 1501111)
Sandy Redox (S5)
Piedmont Floodplain Sails (F19) (M LRA 149A)
Stripped Matrix (S6)
Anomalous Bright Loamy Soils (F20) (M LRA 149A,153C,153D)
Dark Surface (S7) (LRR P, S, T, U)
Type:
Depth (inches):
Hydric Goll Present? Yes= No®
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 24

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
ProjecUsite: Smith Farms City/County: Wake Sampling Date: 8/21/15
Applicant/owner: Jim Spangler (applicant) State: NC Sampling Point: A-1
Investigator(s): Tomas Will Section, Township, Range: Apex
Landform (hillslope, terrace, etc.): hillSlope Local relief (concave, convex, none): concave Slope (%): 5
Subregion (LRR or MLRA): 136 Lat: 36.4439 Long: -78.5432 Datum: NAD83
Soil Map Unit Name: Worsham Sandy Loam NWI classification: N/A
Are climatic I hydrolo ' conditions on the site typical for this time of year? Yes � No = (If no, explain in Remarks.)
Are Vegetation Soil = or Hydrology= significantly disturbed=Are "Normal Circumstances" present? Yes= No
Are Vegetation= Soil = or Hydrology= naturally problematic?=(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes= No Is the Sampled Area
Hydric Soil Present? Yes= No = within a wetland? Yes = No
Wetland Hydrology Present? Yes No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
=Surface Soil Cracks (136)
=Surface Water (A1)
=Aquatic Fauna (1313)
=Sparsely Vegetated Concave Surface (138)
=High Water Table (A2)
E=]Aarl Deposits (B15) (LRR U)
=Drainage Patterns (1310)
=Saturation (A3)
=Hydrogen Sulfide Odor (Cl)
=Moss Trim Lines (B16)
=Water Marks (81)
=Oxidized Rhizospheres along Living Roots (C3)
=Dry -Season Water Table (C2)
=Sediment Deposits (62)
=Presence of Reduced Iron (C4)
=Crayfish Burrows (C8)
=Drift Deposits (63)
=Recent Iron Reduction in Tilled Soils (C6)
=Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
=Thin Muck Surface (C7)
=Geomorphic Position (D2)
Iron Deposits (135)
=Other (Explain in Remarks)
=Shallow Aquitard (03)
Inundation Visible on Aerial Imagery (137)
=FAC -Neutral Test (135)
Water -Stained Leaves (139)
Sphagnum moss (D8) (LRR T, U)
Field Observations: ^
Surface Water Present? Yes Q No = Depth (inches):
Water Table Present? Yes=
No Q Depth (inches): 8
Saturation Present? Yes 0
No = Depth (inches): 3
Wetland
Hydrology Present? Yes= No=
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: A-1
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30 ) % Cover Species? Status Number of Dominant Species 3
1. Liquidambar styraciflua 15 X FAC That Are OBL, FACW, or FAC: (A)
2• Total Number of Dominant
3• Species Across All Strata: 3 (B)
4.
Percent of Dominant Species
5. That Are OBL, FACW, or FAC: 100 (A]B)
6.
= Total Cover Prevalence Index worksheet:
50% of total cover: 20% of total cover: Total % Cover of: Multiply by:
Sapling Stratum (Plot size: 15 ) OBL species x 1 =
1. Liquidambar styraciflua 10 X FAC FACW species x 2 =
FAC species x 3 =
2.
3 FACU species x 4 =
UPL species x 5 =
4. Column Totals: (A) (B)
5.
6.
= Total Cover
50% of total cover: 20% of total cover:
Shrub Stratum (Plot size: 15 )
1.
2.
3.
4.
5.
6.
= Total Cover
50% of total cover: 20% of total cover:
Herb Stratum (Plot size: 5 )
Prevalence Index = B(A =
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is 53.0'
Problematic Hydrophytic Vegetation' (Explain)
' Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
1 Arundinaria qiqantea 15 X FACW
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
2 Smilax rotundifolia 5
3.unidentified grass 5
4
= Total Cover
5
50% of total cover:
6•
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
7
vine Stratum (Plot size: 30 )
8.
3 ft (1 m) in height.
9.
Woody vine —All woody vines, regardless of height.
10.
11.
= Total Cover
50% of total cover:
20% of total cover:
Woody
vine Stratum (Plot size: 30 )
1.
2.
3.
4.
Hydrophytic
Vegetation
5•
= Total Cover
50% of total cover:
20% of total cover:
Present? Yes= Nom
Remarks: (If observed. list morphological adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

SOIL
Profile Description: (Describe to the del
Depth
Matrix
(inches)
Color (moist) OA
0-2
7.5 YR 2.5/1 100
2-12
7.5 YR 6/2 95
needed to document the Indicator or
Redox Features
Color (mast) % Type' Loc
2.5 YR 4/4 5
Type: C=Concentration D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators: (Applicable to all LRRs, unless othervNse noted.)
Histosoi (Al)
Histic Epipedon (A2)
Black Histic (A3)
Hydrogen Sulfide (A4)
Stratified Layers (A5)
Organic Bodies (A6) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Coast Prairie Redox (A16) (MLRA 150A)
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S6)
Dark Surface (S7) (LRR P, S, T, U)
Active Layer (If observed):
Type:
Depth (inches):
Remarks:
Sampling Pant: A_1
Texture Remarks
sandy cb sandy clay
sandy lu sandy loam
2Location: PL=Pore Lining, M=Matrix.
Indicators for Problematic Hydric Soils3:
Polyvalue Below Surface (S8) (LRR S, T, U) L_j 1 cm Muck (A9) (LRR O)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (A10) (LRR S)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Vertic (F18) (outside MLRA 150A,B)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (F19) (LRR P, S, T)
Depleted Matrix (F3)
Anomalous Bright Loamy Soils (F20)
Redox Dark Surface (F6)
(MLRA 153B)
Depleted Dark Surface (F7)
ed Parent Material (TF2)
Rery
Redox Depressions (F8)
Shallow Dark Surface (TF1 2)
Marl (F10) (LRR U)
❑Other (Explain in Remarks)
Depleted Ochric (F11) (MLRA 151)
Iron -Manganese Masses (F12) (LRR O, P, T)
31ndicators of hydrophytic vegetation and
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic.
Reduced Vertic (F18) (MLRA 150A, 1508)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Hydric Soil Present? YesF71 No=
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

s
WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Projecmia: Smith Farms City/County: Wake Sampling Dete: 8/21/15
Applicant/Owner: Jim Spangler (applicant) state: NC Sampling Point: C'1
Investigator(sy Tomas Will Section, Township, Range: Apex
Landform (hillslope, terrace, etc.): hillslope Local relief (concave, convex, none): Concave Slope (%): 8
Subregion (LRR or MLRA): 136 Lal 36.7328 Long; -78.9257 ------
_ Datum: NAD83 _
--------
soil Map Unit Name: White Store Sandy Loam NWI dassif ebon: N/A.__
Aro climatic / hydrologic conditions on the site typical for this time of year? YesNo (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed 'Normal Circumstances' present? Yes © No
Aro vegetation Soil or Hydrology naturally problematic? If needed, explain any answers in Remarks,)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, important features, ata.
Hydrophytic Vegetation Present? YesNo Is thisSampled Area
Hydric Soil Present? Yes NoF� within a Wetiond? Yea= No=
Wetland Hydrology Present? Yes V No
Remarks:
Data form covers features common to wetland C and wetland P
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators rminimum
of one is reouired: check all that apply)
0 Surface Soil Crew% (fie)
QSurface Water (Al)
QAquatic Fauna (613)
Sparsely Vegetated Concave Surface (®e)
Water Table (A2)
[::]Mad Deposits (B15) (LRR U)
Drainage patterns (B10)
,.,RHigh
Saturation (A3)
Hydrogen Sulfide Odor (CII)
Mon Trim Lines (8111)
Water Marks (B1)
Oxidized Rhizosphares along Living Roots (C3)
Dry -Season Water Table (02)
Sediment Deposits (B2)
Presence of Reduced Iron (C4)
Crayfish Burrows (CS)
Drift Deposits (83)
M Recent Iron Reduction in Tiled Soils (CO)
QSaturatlon Visible on Aerial Imagery (CO)
Algal Mat or Crust (84)
r --j Thin Muck Surface (C7)
rphic fsoef )tan (D2)
Iron Deposits (1215)
Other (Explain in Remarks)
halow Aquitard (D3)
Inundation Visible on Aerial Imagery (B7)
FAC -Neutral Test (DS)
Water -Stained Leaves (Bg)
msphagnum mase (De) (LRR T. U)
Field Observations:
Surface Water Present?
Yes Q No Depth (inches):
Water Table Present?
Yes [= No Q Depth (inches): >12
Saturation Present?
Yes Q✓ No Q Depth (inches): 10
Wetland
Hydrology Prevent? Yes CM No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — VeWOR 2.0

VEGETATION (Fiva Strata) — Use scientific names of plants.
Sampling Point, C11
Tram Mrsttm (plot size: 30
1, Llquidember styraetflua
Absolute Dominant Indicator
) % Cover Species? Status
15 X FAC
Dominance Test worksheet;
Number of Dominant Species
That Are OBL, FACW, or FAC; 3 (A)
Total Number of Dominant
Species Across All Sb'ate: 3 (B)
2, Quercus nigra 10 FAC
31
4'
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100 (AA111)
5.
6.
=Total Caner
Prevalence index worksheet;
Baelina Stratum (Plat size: 15
1, Llouldarnbar stvraciflua
500A of total cover: 20% or total cover:
)
10 X FAC
Total % Cover of: Multiply by
OBL species x 1 ■
FACW species x 2 ■
FAC species x 3 ■
FACU species x 4 ■
UPL species x 5 ■
Column Totals: (A) (B)
2
3
4.
5•
8
Prevalence Index a B/A r
= Total CoyerdrophyNc
"Y7VegetationIndicators:
Shrub.&return (Piot size: 15
50% of total carer: 20% of total ewer:
)
Rapid" Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is s50%
1
3 - Prevalence Index is 53,0'
2.
Problematic Hydrophytic Vegetation' (Explain)
3.
4.
Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic:
51
81
Definitions of give Vlogetat on rata;
= TateI Cover
Tree — Woody plants, excluding woody vines,
Herb Stratum (Plot size: 5
1 Arundinaria aiaantea
50% of total aver: 20% of total cover:
)
15 X FACW
approximately 20 It (8 m) or mon in height and 3 in:
(7.8 cm) or larger in diameter at breast height (DOH):
sapling— woody pants, excluding woody vines,
approximately 20 It (8 m) or more in height and less
Men 3 in. (7.8 cm) DBH,
shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 8 m) in height.
Herb —All herbaceous (non -woody) plants, including
herbaceous vines, regardless of We, AU woody
plants, except woody vines, less than approximately
2,8milax rotundifolia 5
3,Osmunds cinnamomea 5 FAC
4,
S.
8,
7
8,
3 It (1 m) in height,
g'
woody vane —All woody vines, regardless of height:
10,
11,
= Total Cover
50% of total cover: 20% of total cover:
Woody Vine &return (Plot size:
30 )
1.
2,
3,
4,
S.
Hydrophytic
Vegetation
Present? Yee= No EE
= Total Carer
500/6 of total cover: 20% of total cover:
U8 Army Corps of Engineers A lentic and Gulf Coastal Plain Region — Version 2 0

Sampling Paint, C-1
the depth needed to document the indicator or
Depth Matrix Redox Features
(Inches) Color (moist) _% Color (mast) % Twe Loci Texture Remarks
0-3 7.5 YR 2.5/1 100 sandy cab sandy clay
3.12 7.5 YR 6/2 90 2.5 YR 4/4 10 sandy I9 sandy loam
'Type: CoConcentration, D --Depletion. RM=Reduced Matrix, MS --Masked Sand Grains. Location: PLiPore Lining, M■Matdx,
Hydric toll Indicators: (Applicable to all LRRs, uniess otherwise noted.) Indicators for Problematic Hydric tolls i
r,
Hlstosai (Al)
Histic Eplpedon (A2)
Black H190c(A3)
Hydrogen Sulfide (A4)
Stratifled layers (A5)
Organic Bodies (AS) (LRR P, T, U)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Muck Presence (A8) (LRR U)
1 cm Muck (A9) (LRR P, T)
Depleted Below Dark Surface (A11)
Thick Dark Surface (Al2)
Cast Prairie Redox (A16) (MLRA 150A)
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gleyed Matrix (84)
Sandy Redox (85)
Stripped Matrix (86)
Dark Surface (87) (LRR P, S, T, U)
Type:
Depth (Inches):
Polyvalue Below Surface (S8) (LRR 3, T, U)
1 cm Muck (A9) (LRR 0)
Thin Dark Surface (S9) (LRR S, T, U)
2 cm Muck (A10) (LRR 8)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Vertle (F18) (outside MLRA 160A,S)
Gamy Gleyed Matrix (F2)
Piedmont Floodplain Sails (1210) (LRR', t, T)
Depleted Matrix (F3)
Anomalous Bright Lamy Soils (1120)
Redox Dark Surface (F6)
(MLRA 1539)
Depleted Dark Surface (F7)
ed Parent Material (TF2)
Redox Depressions (F8)
ery Shallow Dark Surface (TF12)
Marl (F10) (LRR U)
Other (Explain In Remarks)
Depleted Ochric (F11) (MLRA 151)
Iran -Manganese Masses (F12) (LRR O, P, T)
'Indicators of hydrophytic vegetation and
Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic:
Reduced Vertic (F18) (MLRA 150A, 150B)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Anomalous Bright Loamy Sods (F20) (MLRA 149A, IM 153D)
Hydric Boil Present? YearT No=
US Army Caps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2:0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
ProjeCUSfts: Smith Farms CitylCounty: Wake Sampling Date: 8/21/18
Applloent/Owner: Lennar Carolinas, LLC. State: NC Sampling Point: L'1
InvestIgator(s): Tomas Will Section, Township, Range: Apex
Landform (hillslops, terrace, etc.): hillslope Local relief (concave, convex, none): oonca to slope (%), 6
Subregion (LRR or MLRA): 136 Lat. 35.7300 Long: -78.9273 Datum: NAD1983
Soil Map Unit Name: Wehadkee sift loam NWI classification: PF0114A
Are Climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain In Remarks,)
Are Vegetatibn N Soil N or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation N Soil N or Hydrology N naturally problematic? (It needed, explain any answers in Remarks,)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, Important features, etc.
Hydrophybe Vegetation Present? Yes X No Is the Sampled Area
Hydrlo Sall Present? Yes X No within a Wetland? Yes X No
Weiland Hydrology Present? Yes X No
emerks:
HYDROLOGY
et and Hydrology Indicators:
Secondary Indicators (minimum of two mulredi
all that
Surface Soil Cracks (B6)
Surface Water (Al)
Aquatic Fauna (613)
Sparsely Vegetated Concave Surface (B5)
High Water Table (A2)
Marl Deposits (B15) (LRR U)
Drainage Patterns (B10)
Saturation (A3)
Hydrogen Sulfide odor (C1)
Moss Trim Lines (S 16)
Water Marks (81)
oxidized Rhizospheres along Living Roots (C3)
Dry -Season Water Table (0)
Sediment Deposits (B2)
Presence of Reduced Iron (C4)
Crayfish Burrows (CO)
Drift Deposits (B3)
Recent Iron Reduction in Tilled Soils (C6)
Saturation Visible on Aerial Imagery (CO)
Algal Met or Crust (94)
Thin Muds Surface (C7)
II Geomorphic Position (02)
Iron Deposits (95)
Other (Explain in Remarks)
❑ Shallow Aqultard (D3)
Inundation Visible on Aerial Imagery (B7)
FAC -Neutral Test (D5)
Water -stained Leaves (B9)
Sphagnum moss (D5) (LRR T, U)
Plaid Observations:
Surface Water Present? Yes No X
Depth (inches):
Water Table Present? Yes No x
Depth (inches): 8 inches
Saturation Present? Yes x No
Depth (inches): 6
Wetland Hydrology Present? Yes X No
Includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2,0

VEGETATION (Four Strata) — Use scientific names of plants.
Tree Stratum (Plot site: 20 sq ft ) % Corer Species? Status
1, Liquldomber styrociflus 15 X FAC
2, Acer rubrum 10 X FAC
3,
4,
6,
e.
7.
a.
25 = Total Cover
50% of total cover: 20% of total cover.
SwilnolShrub Stratum (Plot size: 10 sq ft )
1, Liquidemberstyraciflus 15 X FAC
2, Ulmus smerloans 10 X FACW
3, Unidentified sapling
4.
6.
e.
7,
5.
500/6 of total cover:
Herb Stratum (Plot size: 10 sq ft )
1 Smilax rotundifolis
2 Toxicodendron redicans
3,
4.
6.
8.
7,
e.
10,
11.
12.
25 = Total Cover
20% of total cover:
Sampling Point; L•1
Number of Dominant Species
That Are OBL, FACW, or FAC; (A)
Total Number of Dominant
Species Across All Strata: (B)
Percent of Dominant Sped*&
That Are OBL, FACW, or FAC; (AIB)
Total % Cover of:
OBL "else
Multloiv by;
x 1 ■
FACW species
x 2 ■
FAC species
x 3 ■
FACU species
x 4 ■
UPL spades
x 5 ■
Column Totals:
(A) (B)
Prevalence index ■ EVA ■
Hydrophytic Vegetation Indicators;
1 -Rapid Test for Hydrophytic Vegetation
2 - Dominant* Test is >50%
3 - Prevalence Index is s3,0'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric &oil and wetland hydrology must
10 X FAC be present, unless disturbed or problematic,
10 X FAC Dennitions of Four Vegetation Strata:
Tree — Woody plants, excluding vines, 3 In. (7,5 am) or
more In diameter at breast height (DBH), regardless of
height,
Soplingl3hrub — Woody plants, excluding vines, less
than 3 In. DSH and greater than 3,25 ft (1 m) tall:
Herb — All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3,25 ft tall,
Woody vine — All woody vin*& greater than 3,25 ft in
height.
10 = Total Cover
50% of total cover: 20% of total cover.
Woody Vine Stratum (Plot size: )
1,
2.
3,
4.
5.
= Total Cover
50% of total cover. 20% of total cover.
Hydrophytic
Vegetation
Present? Yes X No
US Arany Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

SOIL
the indicator or
Depth Matrix Redox Features
finches) Color (moist) moi° _ Color (moist) % �ygg_ Texture
0.2 SYR 4/1 100 loam
2.8 SYR 5/1 90 2.5YR 5/6 10 silt loam
8.12 SYR 6/1 90 2.5YR 5/6 10 silt loam
'Typo: C■Concentration, D -Depletion, RM -Reduced Matrix, MS=Masked Sa
Hydric Boil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Histosol (Al)
Histo Eplpadon (A2)
Black Hlstic (A3)
Hydrogen Sulfide (A4)
Stradfled Layers (A5)
Organic Bodies (A8) (LRR P, T, U)
5 ono Mucky Mineral (A7) (LRR P, T. U)
Muck Prssenos (A8) (LRR U)
1 cm Muck (A9) (LRR P. T)
Depleted Below Dark Surface (Al 1)
Thick Dark Surface (Al2)
Coast Prairie Radox (A18) (MLRA 150A)
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Gisyed Matrix (S4)
Sandy Redox (S5)
Stripped Matrix (S8)
Dark Surface (67) (LRR P, S, T, U)
Type:
Depth (inches):
Sampling Point: L-1
Indicators for Problematic Hydric Bolla':
Polyvalue Below Surface (S8) (LRR S, T. U) jj 1 cm Muck (Ag) (LRR 0)
Thin Dark Surface (S9) (LRR S. T, U)
2 am Muck (A10) (LRR B)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Vertic (F18) (outside MLRA 150A,B)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Socia (Fig) (LRR P, Is T)
Depleted Matrix (F3)
Anomalous Bright Lamy Soils (11120)
Redox Dark Surface (F6)
(MLRA 1538)
Depleted Dark Surface (F7) TT❑tt
Red Parent Material (TF2)
Redox Depressions (F8) Ll
Very Shallow Dark Surface (TF12)
Marl (F10) (LRR U) D
Other (Explain in Remarks)
Depleted Ochric (F11) (MLRA 181)
Iron -Manganese Massa (F12) (LRR O, P, T)
'Indicators of hydrophytio vegetation and
Umbric Surface (F13) (LRR P. T, U)
wetland hydrology must be present,
Dena Ochric (F17) (MLRA 151)
unless disturbed or problematio.
Reduced Vertic (F18) (MLRA 150A, 1508)
Piedmont Floodplain Sots (F79) (MLRA 148A)
Anomalous Bright Loamy Soils (F20) (MLRA 149A,153C,153D)
Hydric Soil Present? Yes X No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2:0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Pro)ectlSite: Smith Farms City/County: Wake Sampling Date: 8121/18
Applicant(Owner: Lennar Carolinas, LLC. State: NC Sampling Point: M-1
Investigstor(s): Tomas Will Section, Township, Range: Apex
Landform (hills", terrace, etc.): hillslope Local relief (concave, convex, none): concave slope (%)! 2
Subregion (LRR or MLRA): 136 Let: 35.9983 Long: -78.8202 Datum: NAD1083
Soil Map Unit Name: White store sandy loam NWI classification: none
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegststion N Soil N or Hydrology N significantly disturbed? Are -Normal Circumstances" present? Yes X No
Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed, explain any answers In Remarks,)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
HydrophytIc Vegetation Present? Yes X No Is the Sampled Area
Hydrio Soil Present? Yes X No within a Wetland? Yes X No
Welland Hydrology Present? Yes X No
emarks:
HYDROLOGY
nd Hydrology Indicators:
Indicators (minimum of one is reaUired7
$beck all that
Surface Soil Cracks (ad)
Surface Water (A1)
Aquatic Fauna (1313)
8
Sparsely Vegetated Concave Surface (58)
High Water Table (A2)
Mart Deposits (B15) (LRR U)
Drainage Patterns (810)
Saturation (A3)
Q Hydrogen Sulfide Odor (C1)
Was Trim Lines (916)
Water Marks (81)
Oxidized Rhmospheres along Living Roots (C3)
Dry -Season Water Table (C2)
Iary
Sediment Deposits (B2)
Presence of Reduced Iron (C4)
Crayfish Burrows (CO)
Drift Deposits (B3)
Recent Iron Reduction in Tilled Soils (C6)
Saturation Visible on Aerial Imagery (CO)
Algal Met or Crust (84)
Thin Muds Surface (C7)
Geoorphic Position (D2)
IIm
Iron Deposits (BS)
Other (Explain in Remarks)
L.1 Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery
(B7)
FAC -Neutral Test (DS)
Water-Stalned Leaves (88)
Sphagnum moa (D8) (LRR T, U)
Fieldbservations:
Surface Water Present? Yes
No X Depth (inches):
Water Table Present? Yes
No X Depth (inches): '12 inches
Saturation Present? Yes x
No Depth (inches): 6
Wetland Hydrology Present? Yes X No
includes iiia fringe)
Descilbe Recorded Date (stream gauge, monitoring well, aerial photos, previous inspections), It available:
-Remarks:
U8 Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0

VEGETATION (Four Strata) — Use scientific names of plants.
Tram Stratum (Plot size: 20 sq ft ) % Cover Species? Status
1, Liquldember styraoiflus 15 X FAC
2 Acer rubrum 10 X FAC
3,
4,
6,
7,
50% of total cover.
Saolino/Shrub Stratum (Plot size: 10 sq ft )
1, Llquidember styrea lue
2 Ulmus amerlane
3.
4.
0,
7,
e,
500/6 of total cover.
Herb Stratum (Plot size: 10 sq ft )
1 Smllmx rotundifolia
2,
3,
4.
b.
e,
7.
e,
10,
11,
12.
(Plot size:
1,
2.
3.
4.
5
50% of total cover:
500/0 of total cover.
25 = Total Cover
_ 20% of total cover.
15 X FAC
10 x FACW
Sampling Point; M'1
Number of Dominant Species
That Are OBL, FACW, or FAC; (A)
Total Number of Dominant
Species Across All Strata: (®)
Percent of Dominant Species
That Aro OBL, FACW, or FAC: (AIB)
Total % Covat of.
OBL specie&
Mullibly bv:
x 1 ■
FACW species
x 2 ■
FAC species
x 3 ■
FACU species
x 4 ■
UPL species
x 0 ■
Column TotaW
(A) (B)
Prevalence index = B/A ■
11 1 - Rapid Test for Hydrophytlo Vegetation
2 - Dominance Test Is s50%
133 - Prevalence index Is 934'
25 = Total Cover a Problematic Hydrophytlo Vegetetion' (Explain)
20% of total cover:
'Indicators of hydric &all and watland hydrology must
10 x FAC be present, unless disturbed or problematio.
Tree — Woody plants, excluding vines, 3 Im (7:0 am) of
more in diameter at breast height (DBH), regardless of
height.
Saplingiftrub — Woody plants, excluding vines, less
than 3 In. DBH and greater than 3,25 ft (1 m) tall,
Herb—All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3,25 ft tall,
Woody vine — All woody vines greater than 3,20 ft in
height,
10 = Total Cover
20% of total cover:
"rophytle
= Total Cover Vegetation
2D% of total corer: I
Present? Yes X No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2:0

say
Is Description: (Describe to the depth needed to document the indicator or confirm the absence
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Tvce Lae_ Texture
0-2 SYR 4/1 100 Loam
2.0 SYR 5/1 90 2.5YR 5/6 10 Sandy Loam
5.12 SYR 6/1 90 2.5YR 5/6 10 Sandy Loam
'Type: C■Conoentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sa
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise rated.)
Histosol (A1)
Histle EpOedon (A2)
Black Histio (A3)
Hydrogen Sulfide (A4)
Stratified Layers (AS)
Organic Bodies (AS) (LRR P, T, U)
6 am Mucky Mineral (A7) (LRR P, T. U)
Muck Presence (AS) (LRR U)
1 om Muck (A9) (LRR P, T)
Depleted Below Dark Surface (All 1)
Thick Dark Surface (Al2)
Coast Prairie Redox (A16) (MLRA 160A)
Sandy Mucky Mineral (S1) (LRR O, S)
Sandy Oleyed Matrix (S4)
Sandy Redox (SS)
Stripped Matrix (SS)
Dark Surface (S7) (LRR P, S, T. U)
Type:
Depth (inches):
Sampling PoInt; M-1
Indicators for Problematic hydric Bolls-:
Polyvaiue Below Surface (SB) (LRR S. T. U) Ij 1 cm Muck (A9) (LRR O)
Thin Dark Surface (S9) (LRR S, T. U)
2 am Muck (A10) (LRR B)
Loamy Mucky Mineral (117) (LRR O)
Reduced Vertfc (F16) (outside MLRA 160A,8)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain &all& (Fig) (LRR P, If T)
Depleted Matrix (F3)
Anomalous Bright Lamy Solls (1120)
Redox Dark Surface (116)
❑
(MLRA 1638)
Depleted Dark Surface (117)
Red Parent Material (72)
Redox Depressions (R)
Very Shallow Dark Surface (TF12)
Marl (F10) (LRR U)
Other (Explain in Remarks)
Depleted Ochrk (Fit) (MLRA 161)
Iron -Manganese Masses (F12) (LRR O, P. T)
'fIndicators of hydrophytic Vegetation and
Umbric Surface (F13) (LRR P. T. U)
wetland hydrology must be present,
Deka Ochrk (F17) (MLRA 161)
unless disturbed or problematic,
Reduced Vertic (FIB) (MLRA 160A, 1608)
Piedmont Floodplain Soils (Fig) (MLRA 149A)
Anomalous Bright Loamy Sails (F20) (MLRA 149A,163C,1630)
Hydric Soil Present? Yes X No
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2,0

L7
WETLAND DETERMINATION DATA FORM - Atlantic and Gulf Coastal Plain Region
projecvsito: Smith Farms City/County: Wake Sampling Dow: 8/21/1 ,, ,6
Applicanvowner: Jim Spangler (applicant) state: NO Sampling Point: R11
Investigstor(s): Tomas Will Section, Township, Range: ApeX
Landform (hillslope, terrace, etc.): hillslope Local rekef (concave, convex. none): ConCBye slops (%): 5
Subregion (LRR or MLRA): 136 Lat: 36.7318 Long: -781267 Datum: NAD83
Soil Map Unit Name: Creedmoor Sandy Loam NWI ciassfiication: N/A
Are climatic J h is conditions on the site typical for this time of yeah Yes ✓ No (It no, explain in Remarks,)
Are Vegetation Sal or Hydrology= significantly di 'Normal Circumstances" present? Yet© No
Are Vegetation Soil or Hydrology= naturally problematic? If needed, explain any answers in Remarks.)
egetati
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, Important features, stc.
Hydrophyffc Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes® No within a Wetland? Y"= No=
Wetland Hydrology Present.) Yes j" --j No
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required:
check all that apply)
0 Suriace Soil Cracks (N)
08urface Water (Al)
QAquatic Fauna (B13)
Sparsely Vegetated Concave Swim (Bb)
Water Table (A2)
�1Aad Deposits (615) (LRR U)
Drainage Patterns (610)
®High
8sturstion (A3)
M Hydrogen Sulfide Odor (C I) QMon Trim Lina& (816)
QDry-Season Water Table
Water Marks (61)
Oxidized Rhmospheres along living Roots (C3)
(02)
Sediment Deposits (B2)
QPresence of Reduced Iron (C4)
QCrayfish Burrows (CS)
Drift Deposits (B3)
= Recent Iron Reduction in Tiled Sails (C6)
[7]Saturation Welble on Aerial Imagery (CO)
Algal Mat or Crust (84)
=Thin Muck Surface (C7)
somorphic Position (D2)
Iron Deposits (85)
=Other (Explain in Remarks)
hallow Aquitard (03)
Inundation Visible on Aerial Imagery (B7)
FAC -Neutral Test (DS)
Water -Stained Leaves (B9)
MSphagnum most (06) (LRR T, U)
Field Observations:
Surface Water Present? Yes Q
No Q Depth (inches):
Water Table Present? Yes 0
No Q Depth (Inches): 8
Saturation Present? Yes Q✓
No Q Depth (inches): 5 Wetland Hydrology Present? Yea [= No Q
induces ca lie fri
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), lf available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plash Region -- Vefslon 2.0

W
VIGUATION (Five Strata) — Use scientific names of plants.
Absolute Dominant Indicator
Tree &Tatum (Plot size: 30 ) % Cover Species? Status
1, Liquidambar styraciflua 10 X FAC
2, Acer rubrum 10 X FAC
3.
4.
5,
6.
= Total Cover
50% or total cover: 20% or total cover:
Illspling Stratum (Piot size: 15 )
1, Acer rubrum 10 X FAC
2,
3.
4,
6,
e.
= Total Cover
50% of total cover: 20% of total cover:
Shrub Stratum (Plot size: 15 )
1.
2.
3.
4,
5.
8,
50% of total carer:
Herb Stratum (Plot size: 5 )
1,Toxfaodendron radicans
2,Smilex rotundifolla
3,
4,
5.
8,
7,
8,
8,
10,
11,
50% of total cover:
Woodv Vine Stratum (Plot size: 30 )
1.
2.
3.
41
5,
US Army Corps of Engineers
50% of total cover:
Sampling Point, R11
Number of Dominant Species
That Are OBL, FACW, or FAC: 5 (A)
Total Number of Dominant
Species Across All Strata; 5 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC; 100)
Total % Covar of:
OBL species
Multiply bv°
x 1 ■
FACW spades
x 2 ■
FAC species
x 3 ■
FACU species
x 4 ■
UPL spedes
x 5 ■
Column Totals:
(A) (B)
Prevalence Index ■ WA =
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test Is ),50%
3 - Prevalence Index is 510'
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soli and wetland hydrology must
be present, unless disturbed or problematic:
= Total Cover Tree — Woody plants, excluding woody vines,
_ 20% of total cover: approximately 20 R (6 m) or mon in height and 3 in:
(7.6 cm) or larger in diameter at breast height (0111H),
10 X FAC S*Nng — Woody plants, excluding woody vines,
10 X FAC approximately 20 ft (6 m) or mon In height and less
than 3 in, (7.6 cm) DBH,
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb —All herbaceous (non -woody) plants, Including
herbaceous vines, regardless of fixe, XW woody
plants, except woody vines, less than approximately
3 It (1 m) In height,
Woody vine —AM woody vines, regardless of height:
= Total Cover
20% of total cover:
Hydrophytic
= Total Cover Vegetation
20% of total cover. Present? Yes= N
OIZI
Atlantic and Gulf Coastal Plein Region — Verson 2:0

H
$OIL
TO
or
Sampling Pant: R-1
Depth Matrix Redox Features
(incheat ca« (meal % Color (moist) % Twe Loc' Texture Remarks
0-3 5 YR 3/1 100 sandy Cif sandy da
3.12 7.5 YR 6/2 90 2.5 YR 4/4 10 sandy Im sandy IOarn
ITY01r, C■Concentration D=De ;tion RM=Reduced Matrix, MS --Masked Sand Grains.
kocatien; PLePore Lining, MaMetrix,
Hydfle toil Indicators: (Applicable to all LRRs, unless otherwise rioted.)
indicators for Problematic Hydric We';
Histosd (Al)
Pdyvalue Below Surface (88) (LRR 3, T, U)
1 cm Muck (AS) (1.1111111110)
Histle Eplpedon (A2)
in Dark Surface (S9) (LRR 3, T, U)
2 em Muck (A10) (LRR t)
Black Hlstic (A3)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Vertic (F16) (outelds MLRA 160A,3)
Hydrogen Sulfide (A4)
Loamy Gleyed Matrix (F2)
Piedmont Floodplain Soils (Firs) (LRR', t, T)
StretlAed Layers (A5)
Depleted Matrix (F3)
Anomalous Bright Lamy Sails (1120)
Orgenle Bodles (AS) (LRR P, T, U)
Redox Dark Surface (F6)
(MLRA 1538)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Depleted Dark Surtax (F7)
ed Parent Material (TF2)
Muck Presence (A8) (LRR U)
Redox Depressions (F8)
ery Shallow Dark Surface (TF1 2)
1 om Muck (Al?) (LRR P, T)
Marl (F10) (LRR U)
Other (Explain in Remarks)
Depleted Below Dark Surtax (A11)
Depleted Oehrie (F11) (MLRA 151)
Thick Dark Surface (Al2)
Iran -Manganese Messes (F12) (LRR O, P, T)
Indicators of hydrophytic vegetation and
Cast Prairie Redox (A16) (MLRA 150A)
Umtxic Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (31) (LRR O, 8)
Delta Ochric (F17) (MLRA 151)
unless disturbed or problematic,
Sandy Gleyed Matrix (S4)
Reduced Vertic (F18) (MLRA 150A, 1508)
Sandy Redox (85)
Piedmont Floodplain Soils (F19) (MLRA 149A)
Stripped Matrix (36) ri
Anomalous Bright Loamy Sols (F20) (MLRA 149A, 153C, 153D)
Dark Surface (S7) (LRR P, 8, T, U)
Type:
Depth (inches):
Hydric Soll Prsssnt4 Yes No=
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2:0

� N -: gown ol coj��
rM9 rcAK O/ 0,000 LIVIMO
P. 0. BOX 250
APEX, NORTH CAROLINA 21SO2
August 13, 2014
_ D
Steven Ball 2 2 2016
11010 Raven Ridge Road DEO-WATER RESOL ES
Raleigh, NC 27614 401 & BUFFER PERMITTING
Subject: Stream Buffer Determination pex14-01
Smith Assemblage Site
Primary Watershed — Jordan Lake Watershed
Dear Mr, Ball,
On August 5, 2014, 1 met with you at the subject site to evaluate numerous drainage features
Including four (4) ponds and determine if they were subject to the Town of Apex (Town)
riparian buffer rules. Based on the information obtained during the site visits and per the
requirements set forth in Section 6.1.11 of the Town Unified Development Ordinance (UDO), I
concur with the drainage features as shown on the attached map titled "Field Sketch Map" and
summarized in the table below.
Determined
Shown as on
Shown as on
Determination
Drainage Feature
Buffer
USGS
Soil Survey
made in the field
Width
Feature A
Perennial
I Perennial
Not Contested
100 feet
Feature B
Perennial
Perennial
Not Contested
100 feet
Feature C
Perennial
Perennial
......
Not Contested
_...
100 feet
Feature D
Intermittent
Intermittent
Intermittent
50 feet
Pond D
Present
Present
Subject
50 feet
Ephemeral
Feature E
Intermittent
Perennial
0 feet
(14 Points)

Town of Apex
Stream Buffer Determination (Apex 14-010)
Page 2 of 3
Pond E
1
Present I
Present Not Subject
0 feet
------ --------- ..--„_-- ---
Feature F
Intermittent
Ephemeral
Intermittent ;
{ (17.5 Points)
0 feet
Pond F
Not Present !
Not Present Not Subject
0 feet
Ephemeral
Feature G
Intermittent
Perennial I
(15.5 Points)
0 feet
Feature H
Not Present
Intermittent Ephemeral
(4.5 Points)
0 feet
Feature I
Intermittent
Perennial Not Present in Field
0 feet
Feature Z
Intermittent
Not Present Not Present in Field
0 feet
Pond Z
Present
Not Present Not Subject
0 feet
This on-site determination shall expire five (5) years from the date of this letter. Landowners or
affected parties that dispute a determination made by the Division of Water Quality (DWQ) or
Delegated Local Authority in the Jordan Lake watershed may request a determination by the
DWQ 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 Ian
McMillan, DWQ Wetlands/401 Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650.
Otherwise the appeal procedure will be in accordance with LIDO Section 6.1.11.
If you dispute the Director's determination, you may file a petition for an administrative
hearing. You must file the petition with the Office of Administrative Hearings within sixty (60)
days of receipt of this notice of decision. A petition is considered filed when it is received in the
Office of Administrative Hearings during normal office hours. The Office of Administrative
Hearings accepts filings Monday through Friday between the hours of 8:OOam and S:OOpm,
except for official State holidays. To request a hearing, send the original and one (1) copy of the
petition to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. A copy of the petition must also be served to the Department of Natural Resources, c/o
Mary Penny Thompson, General Counsel, 1601 Mail Service Center, Raleigh, NC 27699-1601.

Town of Apex
Stream Buffer Determination (Apex 14-010)
PaMeSof 3
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal
within sixty (60) days. If you have any questions, please do not hesitate to contact me at (919)
249-3413.
Sincerely,
/)U/g;? z-
Michael S. Deaton, PE
Environmental Programs Manager
Attachments

Legend
�e Imponmrit Parannial
Unimportant Intermittent
Marginal stream
Jurisdictional Linear Wetland
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Junodlotionm Weiland
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DA' flown of Apert Buffer
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Wake C® NG
r� lir k � �e � �� i� ♦ f„t J .fir �`l
All
0 150300 600 900 1,200
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2®1 O Acrlal from NCOneMar GI5

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351
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121G&W I
Topographic Map Feet
Proja4li Mor,; Smith A55CmblagC
5® j Soil & Environmental Comlltanle, EA
Wake Co., NC 11010 Raven Ridge Rd.- Raleigh, NC 27614
5CAle; [phone] - [phone]
I" =_ 2.000' 2013 New HillWeb Page www,SandEC.com
2013= 10-0 1 U5G5 Quadrangle

�,ecb-�cc r
NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: $ /
ProjecVSlte:
Latitude:
Evaluator:
County:
Longitude:
Total Points:
Str Determination (circle one)
Other
8$nam is at least intermittent
if a 19 or oerennral it t 30'
he e 1 Intermittent Perennial
8.9. quad Name:
A. Geomorphology Subtotal = )
Absent
Weak
Moderate
Strong
to Continuity of channel bed and bank
0
(3
2
3
2 Sinuosity of channel along thalweg
0
16. Organic debris ilnes or piles
2
3
3. In -channel structure: ex riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
0.5
2
3
5. Active/rellct floodplain
a
1
2
3
6. Depositional bars or benches
0
1co
1
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
1
2
3
9. Grade control
0
1
1.5
10. Natural valley
0
0.5
1.5
11. Second or greater order channel
No
e0
Yes = 3
Sketch:
artificial ditches are not rated; see discussions in manus!
S. Hydreloc;Y (Subtotal = -7-A )
12 Presence of Baseflow
1 2
3
13. Iron oxidizing bacteria
1 2
3
14. Leaf litter
1.5 C_ 0.5
0
15. Sediment on plants or debris
0 1
1.5
16. Organic debris ilnes or piles
0 1
1.5
17. Soil -based evidence of high water table?
No =&P Yes = 3
1
C. Biology (Subtotal = _ q }
18. Fibrous routs in streambed
3
1
0
19. Rooted upland plants in streambed
3
1
0
20. Macrobenthos (note diversity end abundance)
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
to
0.5
1
1.5
24. Amphibians
10
0.5
1
1.5
25, Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other
'perennial streams may also be Identified using other methods- See p. 35 of manual.
Notes: --
Sketch:
41

q' 3- ty
NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site: j
Latitude:
Evaluator:
County: 04 y
Longitude:
Total Points: /
S ermination (circle one)
Other
Stream is et least intermittent
hemeraf intermittent Perennial
e.g. Quad Name:
f e 19 or perennial if 2 30•
2
3
i
A. Geomorphology Subtotal = `' )
Absent
Weak
Moderate
Strong
I' Continuity of channel bed and bank
0
61f >
2
3
2. Sinuosity of channel along thalweg
0
16 Organic debris lines or piles
2
3
3. In -channel structure: ex riffle -pool, step -pool,
ripple -pool sequence
0
Yes = 3
2
3
4. Particle size of stream substrate
0
0.5 1
2
3
5. Activetretict floodplain
dd>
1
2
3
S. Depositional bars or benches
0
1
6
3
7. Recent alluvial deposits
0
d>
2
3
8 Headcuts
1
2
3
9. Grade control
0
1 1
1.5
10. Natural valley
0
0.5
1.5
11. Second or greater order channel
No =6)
Yes = 3
" artlflcial ditches are not rated; see discussions manual
3. U dralc^ Subtotal = 1 5
12 Presence of Baseflow
0 m
2 3
13. Iron oxidizing bacteria
0
Cz 3
14. Leaf litter
1.5
0.5 0
18 Sediment on pants or debris
0
1 1.5
16 Organic debris lines or piles
0
t.5
17 Soil -based evidence of high water table?
No 0
Yes = 3
C. Biology (Subtotal a 3. )
18. Fibrous roots in streambed 3
2
0
19. Rooted upland plants in streambed 3
1
0
20 Macrobenthos (note diversity and abundance)
1 2
3
21 Aquatic Mollus.0
1 2
3
22 Fish
0.5 1
1.5
23 Crayfish CON
1 1
1.5
24 Amphibians
0.5 1
1.5
25. Algae
0.5 1
1,5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other
'permnnial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
41

NC Division of Water Quality -Methodology for identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWO Stream Identification Form Version 4.11
Date: j�
ProjectlSite:
Latitude:
Evaluator:
County:
Longitude:
Total Points: -
Streterminatfon (circle one)
Other
Stream is at tensa i if a x 30 • ttant /
if x 19 orperennial N 3 (� '
emera Intermittent Pial
Perennial
e. D - Quad Name:
A. Geomorphology (Subtotal
Absent
Weak
Moderate
Strong
1' Continuity of channel bed and bank
0
1.5 m 0.5
2
3
2. Sinuosity of channel along thalweg
0
13. Organic debris lines or piles
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool s uence
0
�'
2
3
4. Particle size of stream substrate
0
0.5
2
3
5. Active/relict floodplain
03
2
3
6. Depositional bars or benches
0
0.5
2
3
7. Recent alluvial deposits
0.5
2
3
S. Headcuts
1
2
3
9. Grade control
1
1.5
10 Natural valley
0.5
1
1,5
11 Second or greater order channel
No
0
Yes = 3
Sketch:
artificial ditches are not rated: see discussions in manual
B. Hydrology (Subtotal =
12. Presence of Baseflow
1 2
3
13. Iron oxidizing bacteria
1 2
3
14, Leaf litter
1.5 m 0.5
0
15. Sediment on plants or debris
0 1
1.5
13. Organic debris lines or piles
0 1
1.5
17. Soif-basad evidence of high water table?
No = 0 Yes
1
C. 50109Y (Subtotal - �( )
18. Fibrous roots in streamlined
3
0
1
0
19. Rooted upland plants in streambed
3
6
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
1
2
3
22, Fish
0.5
1
1,5
23. Crayfish
00.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other -
•perenniw streams may also be Wentifited uaing other methods. See p. 35 of manual.
Notes:
Sketch:
41

OttNk /'� -(3-M
c g
NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWO Stream Identification Form Version 4.11
Date: S /
Pro)ectISlte:
Latitude:
Evaluator: ��
County:
Longitude:
Total Points: /
g o rminatlon (circle one)
Other
Stream is at least intermittanr(,�
i12 19 or arennial If x 30•
phe eras termittent Perennial
e.9. Quad Neme:
'? C_
A. Geomorphology Subtotal = (• j )
Absent
Weak
Moderate
Strong
V Continuity of channel bed and bank
0
1.5 1 0.5
2
3
2. Sinuosity of channel along thalweg
1.5
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
/�
l5Y
1
2
3
4. Particle size of stream substrate
jtq
1
2
3
5. Activalrelict Floodplain
1
1
2
3
6. Depositional bars or benches
1.5
1
2
3
7. Recent alluvial deposits
*perennial streams may also be identified using other methods. See p. 35 of manual.
1
2
3
8. Headcuts
1
2
3
9. Grade control
0 1
1
1.5
10. Natural valla
0
0,5
1.5
11. Second or greater order channel
No
Yes = 3
artificial ditches are not rated: see discussions in manual
B. Hydrology Subtotal = I;
12. Presence of Baseflow
1 2
3
13. Iron oxidizing bacteria
1 2
3
14• Leaf litter
1.5 1 0.5
to
15. Sediment on plants or debris
0 1
1.5
16. Organic debris lines or piles
0 1
1.5
1 17. Soil -based evidence of high water tabe?
No Yes = 3
0.5
G. tJ.IOIO 3V (Subtotal=
18. Fibrous roots in streambed 3
2
0
19. Rooted upland plants in streambed 3
2
1
20. Macrobenthos (note diversity and abundance) Q
1
2
3
21. Aquatic Mollusks 01
1
2
3
22. Fish
0.5
1
1.5
23. Cra ish
0.5
1
1.5
24. Amphibians 0
0.5
1
1.5
25 Algae 10
0.5
1
1.5
28. Wetland plants In streambed
FACW = 0.75; OBI = 1.5
Other
*perennial streams may also be identified using other methods. See p. 35 of manual.
(Dotes:
Sketch:
41

NCDENR
North Carolina Department of Environment and
Division of Water Resources
Pat McCrory Thomas A. Reeder
Governor Director
Date Received
Natural Resources
John E. Skvarla, III
Secretary
DWQ Use Only: Project #
Stream Origin/Buffer Applicability Determination
Required Information
1. Owner Information (corporation/individual who is legally responsible for the property and its compliance)
1 a. Name(s) on Recorded Deed
See attached parcel table and deeds
1 b. Responsible Party (for LLC)
Lennar Carolinas, LLC
4338 Bland Rd., Raleigh, NC 27609
4c. Telephone no.
919-875-4288
1c. Mailing Address
909 Aviation Pkwy, Ste 700 Morrisville, NC 27560
5. Project and Site Information
5a. Name of project
D
1d. Telephone Number
Wake
1e. Email Address
Reedy Branch
5d. River Basin
M'K 2 2 2016
5e. Provide a brief description of this project (attach site plan if available):
Portions of this site are being considered for development.
2. Location of Project Site - please include the county, nearest named town and highway number:
Olive Chapel Road (multiple addresses), Apex, Wake County, North Carolina. DEQ -WATER RESOUR S
Nearest Town: Apex Nearest Highway: Highway 64 1401 & BUFFER PERM
3. Has anyone from DWQ visited the site? I Y I Staff Name I Mike Deaton I Date of Visit? 8/5/14
Additional Requested Information
4. Agent/Consultant Information (if applicable)
4a. Name, Company
Spangler Environmental
4b. Mailing address
4338 Bland Rd., Raleigh, NC 27609
4c. Telephone no.
919-875-4288
4d. Email address
Tomas@spanglerenvironmental.c
om
5. Project and Site Information
5a. Name of project
Smith Farm
5b. County
Wake
5c. Nearest Named Stream
Reedy Branch
5d. River Basin
Cape Fear
5e. Provide a brief description of this project (attach site plan if available):
Portions of this site are being considered for development.
Please attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
If you are unable to locate either of these maps, please contact the Regional Office for assistance.
DWQ Use Only: Is this stream call for the purpose of: buffer mitigation nutrient offset credit
Please return form to: Sara Knies
1628 Mail Service Center
Raleigh, NC 27699-1628
Fax: [phone]
Email: sara.knies(o)ncdenr.00v
For DWR Staff.- Email following documents to applicant.-
Riparian
pplicant:Riparian Buffer Authorization & Help Document
0 Session Law 2012-200
Note: Submittals on Friday after 12:00 pm will be
stamped as received on the next business
day.
PCN & PCN Checklist
0 Minor/Major Variance

LENNAR`"
March 10, 2016
To Whom It May Concern:
The letter serves to inform you that Lennar Carolinas, LLC. located at 909 Aviation
Parkway, Suite 1500, Morrisville, NC 27560, as the buyer of record and under contract
with the project owner, Mariou Smith Family Limited Partnership and other adjacent
Smith Family related parcels, hereby authorizes Spangler Environmental, Inc. to act as
our technical agent for the purposes of environmental issues, including wetland and
stream identification, permitting, mitigation planning and regulatory agency
coordination at the property known as Smith Farm Assemblage (see attached parcel
list) located North of Olive Chapel Road and south of US Highway 64 in Apex, NC. All
site visits by regulatory personnel must be coordinated in advance with our agent,
Spangler Environmental, Inc. This letter supercedes all previous Agent -related
correspondence.
The following contact should be copied on all correspondence:
Agent:
James A. Spangler, CEI, A.M.ASCE
Spangler Environmental, Inc
4338 Bland Road
Raleigh, NC 27609
[phone]
S1 cerely,rr
,,--
Barron
Vice President of Land Development
LENNAIT
909 Aviation Parkway, Suite 1500, Morrisville, NC 27560
Phone: [phone] - Fax: [phone]

Smith Farms Phase 2-4 Parcel List From Wake County GIS
PIN
Owner
Mail Address (owner)
City (owner)
Deed Book
Deed Page
Acres
Site Address
0722108872
HOFFLER, HALEY MILLS
SMITH
103 JORDAN CREEK DR
CARY
006906
00181
13.18
0 OLIVE CHAPEL RD
0722114592
SMITH, STALEY C SMITH,
AARON EARL JR TRUSTEE
PO BOX 640
APEX
016013
02524
14.41
0 OLIVE CHAPEL RD
0722127394
SMITH, STALEY C SMITH,
AARON EARL JR TRUSTEE
PO BOX 640
APEX
016013
02524
35.69
0 OLIVE CHAPEL RD
0722136412
SMITH, STALEY C SMITH,
AARON EARL JR TRUSTEE
PO BOX 640
APEX
016013
02524
18.9
0 AIR PARK DR
0722209585
MARTHA SMITH FAMILY
LTD PTNRP BACON,
MARLOU S
PO BOX 343
APEX
013327
01553
41.78
0 OLIVE CHAPEL RD
0722219780
BACON, L MARLOU
405 HUNTER ST
APEX
003372
00659
27.41
0 OLIVE CHAPEL RD
0722232736
HATCHER, SIDNEY DERK
1040 LAKE LOTELA DR
AVON PARK, FL
005049
00140
2.67
1615 AIR PARK DR
0722235508
DAVIS, MARGRADELL B
PO BOX 1312
APEX
003754
00668
1.9
836 AIR PARK DR
0722320646
WILLIAMS, HAROLD J
114 N MASON ST
APEX
003071
00268
24.62
0 OLIVE CHAPEL RD
107223306821
MCLAURIN, SARAH SMITH
3225 US 64 HWY W
APEX
1 002741
1 00472
32.39
3225 US 64 HWY W

w—
•yid
ky
„ •= Strea
E
Al rk,
t
Stream A
IStream QI,
II.
N
W E
5
Not observed
Stream o I
Not observed _ }
Legend
Property boundary
Stream N
Not observed
i J
Smith Assemblage An
Due Diligence Phase 2-4 Topographic Map
SPANGLER
Olive Chapel Road ENVIRONMENTAL. INC.
Apex, Wake County, NC 4338 Bland Road Raleigh, NC 27609 map source:
November, 2016 1
919-875-4288 2016 USGS 7.5' New Hill Quad

Not observed, I-
field;,;'
CrU
Legend �.f �
Approximate Subject Property Boundary
Smith Assemblage
Due Diligence
Olive Chapel Road
Apex, Wake County, NC
November, 2016
4
SPANGLER Paper -Bound Soil Survey Map
ENVIRONMENTAL, INC.
4338 Bland Road Raleigh, NC 27609 map source:
919-875-4288 1970 USDA Soil Survey of Wake County

Smith Assemblage A� Delineation Map Showing
Phases 2-4 Area Needing Stream Determination
Olive Chapel Road SPANGLER
p ENVIRONMENTAL, INC.
Apex, Wake County, NC 4338 Bland Road Raleigh, NC 27609 map source:
December, 2016 919-875-4288 Jones & Cnossen Preliminary Site Plan Data

C!VE_ of J l r- " r`at i; ruse lL
NC DWQ Stream Identification Form Version 4.11
Date: z
Project/Site:S!T FU'm
Latitude: 33,7371
Evaluator:
County:
Longitude: _ 9�
i
1
14. Leaf litter
Total Points:
Stream is at least intermittent
Stream Determination (circle one)
Other N2� u�'�/
Wit
if t 19 or perennial if t 30'
Ephemeral Intermittent Perennial
e.g. Quad Name:
A. Geomorphology (Subtotal = )
Absent
Weak
Moderate
Strong
1' Continuity of channel bed and bank
0
1
14. Leaf litter
3
2. Sinuosity of channel along thalweg
0
1
2)
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple-pooI sequence
0
6
2
3
4. Particle size of stream substrate
0
1
3
3
5. Active/relict floodplain
0
0.5
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
5
1
2
3
9. Grade control
0
0.5
3
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
CNo =
Notes:
Yes = 3
artificial ditches are not rated: see discussions in manual ------
B. Hydrology (Subtotal = _11115Li
12. Presence of Baseflow
0 1
2
3
13. Iron oxidizing bacteria
0 1
2
3
14. Leaf litter
1.5 1
0.5
0
15. Sediment on plants or debris
0
1
1.5
16. Organic debris lines or piles
0 0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes
3
G. Biology (Subtotal= }----��
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
Other = 0
"perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
oX
T
A411

Certificate of Attendance
JIM SPANGLER
Spangler Environmental, Inc.
June 25, 20`#2
Raleigh, NC
Credit Hours: 30.00 PDH
Curriculum provided by NC [Division of Water Quality
CEO/President Atkins North America Atkins University
L