20161033 Ver 1_401 Application_20161016

69
SPANGLEER
ENVIRONMENTAL, INC.
En. amental Plaru-ting Environmental Permitting Environmental Consulting Environmental Construction Management Expert Testimony
October 20,2016
Samantha Dailey
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive,Suite 105 1 ID 2 6'
Wake Forest,NC 27587 3 3
RE: Pre-Construction Notification for Waterstone
Dear Ms.Dailey,
Please accept the enclosed submission of a Pre-Construction Notification for Nationwide Permit 29 which contains various
supporting materials.This request is made on behalf of our client for the Waterstone tract located in Hillsborough,North Carolina.As a part
of the proposed residential development,there are impacts to Jurisdictional waters to be permitted.
You conducted a site visit for the property on July 26,2016 in response to our PJD submittal sent on June 30,2016.The PJD submittal
was revised according to changes determined during the site visit and the revised submittal is included in the attachments.
We have corresponded with a private mitigation bank as well as with NC Division if Mitigation Services(DMS)to determine the
availability of credits.We are awaiting copies of letters from DMS and the private bank to document this availability. In the interest of
time,we are submitting the PCN without the letters attached,however,we will update our submittal with the letters once they have
been received.
We are requesting authorization of impacts depicted in the enclosed impact exhibits.Thank you for your timely assistance in this matter.
Please contact me with any questions or concerns.
Sincerely,
Spangler Environmental,Inc.
Tomas Will
Environmental Project Scientist
Attachments: PCN Form
Site Plan Maps and Impact Exhibits
Revised PJD Submittal(Agent Authorization/Data forms/Topo Map/Soil Survey Maps/etc.)
Revised Stream Buffer Submittal
4338 Bland Road Raleigh,N.C.27609 phone [phone] fax [phone]
1-866-SPANGLER www.spanglerenvironmental.com

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DWQ proje
Form Versi
1 _
Pre-Construction Notification (PCN) Fo L-a11-E
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A. Applicant Information F ES
1. Processing
1a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit(NWP) number: 29 or General Permit(GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No
1d. Type(s)of approval sought from the DWQ (check all that apply):
NX 401 Water Quality Certification—Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification—Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
❑ Yes ❑X No ❑Yes ❑X No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank ❑X Yes ❑ No
or in-lieu fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h N Yes ❑X No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? El ❑ No
2. Project Information
2a. Name of project: Waterstone
2b. County: Orange
2c. Nearest municipality/town: Hillsborough
2d. Subdivision name: Waterstone
2e. NCDOT only,T.I.P. or state project no:
3. Owner Information
3a. Name(s)on Recorded Deed: SLF II NC Waterstone, LLC 5949
3b. Deed Book and Page No. Book: 3809 Page: 177
3c. Responsible Party(for LLC if
applicable):
3d. Street address: Sherry Lane, Suite 1750
3e. City, state,zip: Dallas,Texas 75225
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form—Version 1.4 January 2009

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

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 9873333376
1b. Site coordinates(in decimal degrees): Latitude: 36.0389 Longitude: -79.087
1c. Property size: 57.21 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Cates Creek
2b. Water Quality Classification of nearest receiving water: WS-V;NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The subject property is partially wooded and partially developed with dilapidated structures.The land use in the general vicinity is a mix of institutional,
residential,and undeveloped.
3b. List the total estimated acreage of all existing wetlands on the property: 0.82
3c. List the total estimated linear feet of all existing streams(intermittent and perennial)on the property: 1,185
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 using grading and excavating equipment
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑X Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
project(includingall prior phases)in the past? Comments:
4b. If the Corps made the jurisdictional determination,what type ❑x Preliminary ❑ Final
of determination was made?
4c. If yes,who delineated the jurisdictional areas? Agency/Consultant Company:Spangler Environmental
Name(if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Confirmation site visits were conducted by the Corps on July 26,2016 and Town of Hillsborough on July 1,2016.Revised submittal incorporating
changes from the site visits are attached to this PCN.
5. Project History
5a. Have permits or certifications been requested or obtained for ❑Yes ❑X No ❑Unknown
this project(including all prior phases)in the past?
5b. If yes,explain in detail according to"help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form—Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project(check all that apply):
❑X Wetlands ❑X Streams—tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site,then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of
number Corps(404,10)or impact
Permanent(P)or DWQ (401, other) (acres)
Temporary T
W1 Choose one Choose one Yes/No -
W2 Choose one Choose one Yes/No
W3 Choose one Choose one Yes/No
W4 Choose one Choose one Yes/No
W5 Choose one Choose one Yes/No
W6 Choose one Choose one Yes/No
2g.Total Wetland Impacts: 0.3102
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.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial(PER)or Type of Average Impact
number intermittent(INT)? jurisdiction stream length
Permanent(P)or width (linear
Temporary(T) (feet) feet)
S1 P Fill UT(stream K) INT DWQ 3 63
S2 P Fill UT(tributary K) Corps 2 48
S3 P Fill UT(tributary L) Corps 2 51
S4 P Velocity dissipator UT(stream K) INT DWQ 3 21
S5 - Choose one
S6 Choose one
3h.Total stream and tributary impacts 183
3i. Comments:
Impacts S1&S2 correspond to Impact Area A,which consists of impacts for a wet pond forebay.Impact S4 corresponds to riprap placed at the end of
an emergency spillway for a wet pond forebay in Impact Area A and is classified as nonmitigable.Impact S3 corresponds to Impact Area B,which
consists of impacts for lot fill.Impacts S2&S3 correspond to features classified by USACE as tributaries and were not identified as streams by NCDEQ.
Page 4 of 10
PCN Form—Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds,estuaries,tributaries, sounds,the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact(acres)
Permanent(P)or type
Temporary T
01 Choose one Choose
O2 Choose one Choose
03 Choose one Choose
04 Choose one Choose
4f.Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed,the complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts(acres) Stream Impacts(feet) Upland
purpose of pond (acres)
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:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts(for DWQ)
If project will impact a protected riparian buffer,then complete the chart below. If yes,then individually list all buffer impacts
below. If any impacts require mitigation,then you MUST fill out Section D of this form.
6a. Project is in which protected basin? ❑X Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number— mitigation impact impact
Permanent(P)or required? (square (square
Temporary T feet feet
B1 P SWM feature unnamed(identified as stream K on PCN) Yes 6,562 6,046
B2 P Level spreader grading unnamed(identified as stream K on PCN) No 587
B3 P Level spreader grading unnamed(identified as stream K on PCN) Yes 478
B4 P road fill slope unnamed(identified as stream F on PCN) Yes 793
B5 T S&EC unnamed(identified as stream F on PCN) No 148 689
B6 Yes/No
6h.Total Buffer Impacts: 7,188 8,115
6i. Comments:61 corresponds to a SWM feature in Impact Area A.B2&B3 correspond to grading&revegetation associated with a level spreader.
64 consists of road fill in Impact Area D.B5 corresponds to temporary S&EC devices in Impact Area D.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
During the design phase,various site layouts were explored.Design iterations took into account the importance of reducing the overall impact to
jurisdictional features.Stormwater BMPs were designed to avoid impacts to jurisdictional features as much as possible.Level spreaders and retaining
walls were used to minimize impacts.The final design was chosen based,in large part,on the minimization of impacts to wetlands.
1 b. 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
areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S.or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑X Yes ❑ No
impacts to Waters of the U.S.or Waters of the State?
2b. If yes, mitigation is required by(check all that apply): ❑X DWQX❑Corps
❑Q Mitigation bank
2c. If yes,which mitigation option will be used for this Payment to in-lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: EBX sponsored Upper Neuse Riparian Buffer Umbrella Mitigation Bank
Type:Choose one Quantity:
3b. Credits Purchased(attach receipt and letter) Type:Choose one Quantity:
Type:Choose one Quantity:
e appropriate amount of credits will be purchased upon permit approval. see attached a emen of Availabilityletter)
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a.Approval letter from in-lieu fee program is attached. ❑X Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0.53 acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal)wetland mitigation requested: acres
4h. Comments:Buffer and stream mitigation is available through private bank
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form—Version 1.4 January 2009

6. Buffer Mitigation(State Regulated Riparian Buffer Rules)—required by DWQ
6a.Will the project result in an impact within a protected riparian buffer that requires ❑x Yes ❑ No
buffer mitigation?
6b. If yes,then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 SWM feature&level spreader 7,040 3(2 for Catawba) 21,120
grading
Zone 2 SWM feature&road fill 6,839 1.5 10,258.5
6f. Total buffer mitigation required: 31,378.5
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).
Payment to private mitigation bank will be used to satisfy compensatory mitigation requirements.
According to the 15A NCAC 2B.0233 Neuse River Buffer Rules:Temporary sediment&erosion control devices in Zone 1&2 are
6h. Comments:classified as"allowable".The grading and revegetation in Zone 2 (disturbed areas will be stabilized)is classified as"allowable".
Therefore,these impacts are not included in the quantification of required mitigation.
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified x❑ Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes,then is a diffuse flow plan included?If no,explain why.
Velocity dissipators and level spreaders are used so no stormwater is discharged into riparian buffer
areas.Stormwater plans submitted to Town of Hillsborough. ❑Yes ❑X No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 36.32%
2b. Does this project require a Stormwater Management Plan? ❑X 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 Hillsborough for approval.Stormwater structures shown on attached utility plan.
2e. Who will be responsible for the review of the Stormwater Management Plan? Hillsborough
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject? Hillsborough
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply(check all that apply): ❑ USMP
❑Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been El Yes ❑X No
attached?
4. DWQ Stormwater Program Review
E]Coastal counties
❑HQW
4a. Which of the following state-implemented stormwater management programs apply ❑ORW
(check all that apply): ❑Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been ❑Yes ❑X No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑X Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑X Yes ❑No
Page 8 of 10
PCN Form—Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation(DWQ Requirement)
la. Does the project involve an expenditure of public(federal/state/local)funds or the ❑Yes ❑X No
use of public(federal/state) land?
1 b. If you answered"yes"to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State El Yes ❑No
(North Carolina) Environmental Policy Act(NEPA/SEPA)?
1 c. If you answered"yes"to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑Yes ❑No
Comments:
2. Violations(DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules(15A NCAC 2H .0500), Isolated
Wetland Rules(15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ❑X No
or Riparian Buffer Rules(15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑Yes ❑X No
2c. If you answered"yes"to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts(DWQ Requirement)
3a. Will this project(based on past and reasonably anticipated future impacts) result in ❑Yes ❑X No
additional development,which could impact nearby downstream water quality?
3b. If you answered"yes"to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered"no,"provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge)of wastewater generated from
the proposed project, or available capacity of the subject facility.
Municipal sanitary sewer 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 E]Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act []X 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 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 E] Yes Eg 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 maps,National Register of Historic Places maps.North Carolina State Historic Preservation Office maps
8. Flood Zone Designation(Corps Requirement)
8a.Will this project occur in a FEMA-designated 100-year floodplain? ❑Yes EX No
8b. If yes,explain how project meets FEMA requirements:
8c.What source(s)did you use to make the floodplain determination?
FEMA flood map panel#3710987300J with effective date of February 2,2007
% l
James A. Spangler )O
ApplfeentiAgent's Printed Name t]Agent's Signature Date
(AgeaL&sigfrature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

TOTAL:
WETLANC IMPACT AREA = 11,490 SF (C.26 AC)
ZONE 1 BUFFER IMPACT AREA - 6,562 SF (0.15 AC)
ZONE 2 BUFFER IMPACT AREA = 6,839 SF (0.1.6 AC)
STREAM CHANNE_. IMPACT = 63 LF
TRIBUTARY CHANNEL IMPACT = 99 LF EXIST1AG
LETC^'ER ROAD
.%(VAP':ABLE WIDTH PUBLIC
i
_ ..., 100' PERIMETER
1—
/ BUFFER
III
25' P-RIMETER
DUrI-ER
` �� „✓` I
VARIABLE WIDTH
STREET "B" PRIVATE ACCESS
(VARIABLE WIDTH EASEMENT)
PRIVATE ACCESS
EASEMENT)
1
IMPACT I IMPACT
AREA „D„
AREA „C„r---
��'` BUFFER
50'STREAM
BUFFER
_IIfit— _ STREET "A”
SWMF ' 'r'-� �\ i �--Ji (VARIABLE WIDTH
"A" �� - _.� 1 PRIVATE ACCESS
SWMF EASEMENT)
STREET "A"
-� v --- �� ----- STREET "E" (VARIABLE WIDTH
IMPACT / (40' WIDE PRIVATE PRIVATE ACCESS
--� 1 ACCESS EASEMENT) EASEMENT)
AREA "A'° -� \
STREET "A" [x
(VARIABLE WIDTHW°r AND
R
PRIVATE ACCESS YP.)EASEMENT) //x\ ,r— --
\\ ) '
c 15'JRY UTILITY CASEMENT 50 STREAM
\ � �
^ PB 112 ccs. 1a-1Tn \ \\� ;urE1R
a STREET "e" v -_��C YPj
e
(VARIABLE WIDTH \
� PUBLIC R/W) \
p�e`%tF
1
IMPACT r
AREA „D„
------ --
9
a
0
p X: h' f'N "M1-.10 anC xt EnieH
Yf PIMIRCI i10. CV 5[ ,l
WATERSTONE - PARCEL 17 �J
IBLLSBOROUGH, NORTH CAROLINARn,s
s n r ;n15 STREAM BUFFER AND WETLAND IMPACT EXHIBIT-IMPACT AREAS
McADAMS aow ra,.ne.e. aa.mc..�
R

' LEGEND
• EXISTING WETLAND ZONE 1 BUFFER STREAM CHANNEL IMPACT
.PACT
TRIBUTARY CHANNEL IMPACT
WETLAND IMPACT ZONE 2 BUFFER
AREAIMPACT NONMITIGATABLE
STREAM CHANNEL
IMPACT
TEMPORARY WETLAND
IMPACT AREA
i
TRIBUTARY CHANNEL \\ \\
VARIABLE WIDTH\6VATE'S76RMWATER
JIIANAGEMENT MAI�AENANOE*M
ACCESS EASEMENT
' `\ VELOCITYbISSIP&T(jR\\\
i / I CLASSB' RIPRAP \
REAM CHANNEL �1'1�Lzt 'Wx18'THICK
_ IMPACT = 63 \ \
PRIMABI' '� ZONE 1
WET POND �� IMPAGT ——
OUTLET�� AREA- 7,040 SF / RETAINING WALL/1
ZONE 2 BUFFER \ (DESIGN BY OTHERS)
b;633 SF
-iMP9CT \
AREA=
MULTIPURPOSE
i
—SWMF "A"
\ FOOTBALL/SOCCER
\ I
FIELD
\ \
640---
\ \ \ \\ \ 64
\ 644 POND
— NLET
PICNIC
642
SHELTER
\\\ \ \ \ � \ ——
\
\ SRR ER
\
lz
d� I.
y' \
BIKINGI TRAIL \\ \ \\//\
EMERGENCY'.. i
-;K— \fl SPILLWAY
NONMITIGATABLE
STREAM CHANNEL
VELOCFt.Y DISSIPATbR\ \ \ `r / - IMPACT =.21 LF
NCDOT CLASS B RIP
RAI2 \ \Q\)L /�
18'L X 9'W'*22•THICK\ \\ i\ 1111 A D
EXISTING VARAB
WIDTH PUBLIC STORM
DRAINAGE EASEMENT
\ PB. 11.2 PGS. \
113-114 \ ,�i'✓
CABANA
\ 50`STREAM \~ ` WETLAND IMPACT /
\ BUFFER ` '� � AREA= 860
(SEE SECTION •A7
TEMPORARY WETLAND II)dPACT
EENT
X. 15'DRY \ \\' l AREA= 319 SF /SWIMMING
.PB.LI 12 EPGS.M 13-114 �+ '`� S POOOOL
/\ � PLAYGROUND /
9 r PUBLICSEM
/ \ 9�J� •�`�fs EAENT
�l1`IIj� GRAPHIC SCALE
40 0 20 40 8o
�4J
1 inch = 40 ft.
z: e. -ismo Manx.w.uma im c�nnN.e�....i own ex-aa io a aao:sl w slr.e ��e
DRO1i''No. LEN-15010
�O1M'n' LEN15010.DWG WATERSTONE - PARCEL 17
»�ao�a MMWI!
"�"'° 1•=ao' HILLSBOROUGH, NORTH CAROLINA
�s
o.rz: SMW"BUFFER AND VMIAND MWACr E ilBrr-AREA•A" �.:
10—zs—zols MCADAMS

LEGEND
EXISTING WEILAND
VI'LANDIMPAC-AREA
TEMPORARY VIFTLAND
MPAC AREA
TRIBJTARY CHANNEL IMPACT
TFY-QRk'Y WETLAND IMPACT
ARE�'- 288 SF
\I I / \r TE M'ORARY WETLAND KIRAO7 TRIBUTARY CHANNC-
20' PRIVATE AREA 593 sl'
IMPACT 51 LF
SIORM DRAINAGE WETLAND IMPACT
EASEMEN J, AREA - 211-'b S-
SH SECTION -9')
*ITLA�D;11��l
A,�.
S=E SECTION '9'',
L WE-
w�,
All
650
6 �2�TCRV DRAINAGE A A
A EA§EME T
1�4
STREET "A"
(VARIABLE WIDTH PRIVATE
ACCESS EASEMENT)
GRAPHIC SCALE
40 0 20 40
I inch = 40 fl.
R.: 'T Vr 7 A F-YN
2' EN ,5017
RSTONE PARCEL 17
W
HILLSBOROUGH, NORTH CAROLINA
wee:
10 1 17 wrnAND IMPACT EMBIT-ARFA'"B" McADAMS

LEGEND
LXI'jllNG fti;ANI)
W111AND 11&1,11;: ARLA
STREET 9$C99
(VARIABLE WIDTH PRIVATE
ACCESS EASEMENT)
VELOCITY OISS;PATOR ` I ! i / �,
CLASS .9' RIPRAP
15'LXI 'Wxlb'THIGK
S"F -8: , 1 \ >1
X,
>1
L WETLAIND IMPACT
AREA - 1,287 SF
WETLAND
It
WETLAND
VELOCITY S,
N.CFPT CLASS 'I: C;:PRA' -RETANINC WALL-#4
R STI j
X 154 X THICK (d'Z!klCN BY OTHERS),.
VARIABLE�'�D PRIVA7 r - - — .------
i ST.R..ATE
MAN EM) .ANTENANCE AND
ACCESS
EASEMENT
It111 25V PERIMETER
auFf
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LEGEND
EXISTING WETLAND ZONE 1 BUFFER _ d��l WETLAND IMPACT AREA
TEMPORARY IMPACT Iy11�1,
ZONE 2 BUFFER ZONE 2 BUFFER TEMPORARY WETLAND
IMPACT TEMPORARY IMPACT IMPACT AREA
STREET "B" FUTURE PUBLIC
(VARIABLE WIDTH PRIVATE STREET CONNECTION
ACCESS EASEMENT) (60' PUBLIC R/W)
ZONE 2 BUFFER 60' PUBLIC)
25' PERIMETER l u� IMPACT
R/W /
/ BUFFER I /' I AREA - 793�F I
- ZONE 2 BUFFER)
I / TEMPORARY IMPACT 4ETLAND_1'
20' STORM f AREA 689 SF /
DRAINAGE
EASEMENT
STREET "B"
(VARIABLE WIDTH
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DRAINAGE \ \
EASEMENT
y
TEMPORARY WETL4ND IMPACT \ '/ — \
AREAD! 257 SF'
25' PE12A TER
BUFFER V
\ ZONE 1 BUFFER 50' STREAM,
TEMPORARY IMPACT BUFFER \
\ I AREA– 148 SIF
\\ \ I TEMPORARY WETLAND IMPACT \\ \
AREA= 569 SF
WETLAND IMPACT \ \ \
AREA– 6,432 SF \
(SEE SECTION 'D) \ '�
25' PERIMETER
\ BUFFER
EX. 15'DRY \
UTILITY EASEMENT
\ ——— PB. 112 PGS. 113–Ti4 \
` \\ 20' PERIMETER
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jurisdictional Determination Request
r
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/ReppulatoryPermitPro raspx , by
telephoning: 910-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers US Army Corps of Engineers
151 Patton Avenue,Room 208 2407 West Fifth Street
Asheville,North Carolina 28801-5006 Washington,North Carolina 27889
General Number: [phone] General Number: [phone]
Fax Number: [phone] Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105 69 Darlington Avenue
Wake Forest,North Carolina 27587 Wilmington,North Carolina 28403
General Number: [phone] General Number: 910-251-4633
Fax Number:[phone] Fax Number: [phone]
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

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 0 Waterstone Dr
City, State: Hillsborough, NC
County: Orange County
Directions: The property is located on the north side of Waterstone Drive.The property
can be accessed from either Waterstone Drive or College Park Road
Parcel Index Number(s) (PIN): 9873333376
B. REQUESTOR INFORMATION
Name: James Spangler
Mailing Address: 4338 Bland Road,Raleigh,NC 27609
Telephone Number: 919-875-4288
Electronic Mail Addressi: [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: SLF II NC WATERSTONE LLC
Mailing Address: 5949 Sherry Lane,Suite 1750
Dallas,TX 75225
Telephone Number:
Electronic Mail Address
3:
❑✓ 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

Exhibit"D"
jurisdictional Determination Request_
D. PROPERTY OWNER CERTir,ICATION4
1,lite undersigned,a duly authorized owner or 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 u determination associated with Waters of the U.S.subject to Federal jurisdiction
under Section 404 orthe Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
Property Owner(please print) Date
,�f�: 1�"'1�"'-',✓�'',e%' 4,:t:.E-�/f/.�'1✓'jf.tG..- ,i�:�r..1..+z,v_..
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
D1 am requesting that the Corps provide a preliminary JD for the property identified herein
This request docs include a delineation.
F] I am requesting that the:Corps provide a rQmliminary JD for the property Identified herein.
This request docs NOT include a delineation.
ElI am requesting that the Corps investigate the property/project area lbr lite presence or
absence of WoUSs and provide an nnpiQvcd JD ror the property idcnlilicd herein.This
request does NOT include a request fora verified delineation.
1 am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an approved JD(this may or may not include a survey plat).
I am requesting that the Corps cvoluaic and approve a delineation of Wous(conducted
by others)on a property/project area and provide an aDaroved JD(may or may not
include a survey plat).
'
For NCDOr requests folknving the current NCDOTNSACE protocols,skip to Part E.
s Waters of the United Staters
Version:December 2413 _ Page 4
US2008 7174294 20

SLF II NC-WATERSTONE, LLC,
a Texas limited liability company
By: The Stratford Company, L.P..
a Texas limited partnership,
its Manager and Managing Member
By: Stratford Management, Inc.,
a Texas corporation,
its General Partner
By: A-1
v
Mark Westerburg
Vice President
,r

•
Jurisdictional Determination Request
F. ALL REQUESTS
❑✓ 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 57.21 acres
III 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:
F0Completedand signed Preliminary Jurisdictional Determination Form6.
F,/ Project Coordinates: 36.0379 Latitude -79'0852 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
0 USGS Topographic Map
✓❑ Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, 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: Tributaries:
❑ Wetland Data Sheets g ❑ 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:
http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits/reg supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://Portal.ncdenr.org/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and,
http://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

t FM INA M
July 1, 2016
To Whom It May Concern:
The letter serves to inform you that Lennar Carolinas,LLC as the buyer of record and under
contract with the project owner, SLF II NC—Waterston, LLC, 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 Waterstone, located in Hillsborough and identified
with PIN#9873333376. 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, CET.,A.M.ASCE
Spangler Environmental, Inc
4338 Bland Road
Rqleigh,NC 27609
[phone]
Sincerely,
W
Mitch Barron
VP of Land Development
LENNAM
919-225-1078
909 Aviation Parkway, Suite 1500, Morrisville, NC 27560
Phone: [phone]• Fax: [phone] Q

i
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:
2613 Page Road,Morrisville,NC
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: wake and Durham City: Morrisville
Center coordinates of site (lat/long in degree decimal format):
Lat. 35.9158 °N; Long, -78.8118 °W,
Universal Transverse Mercator: NAD83
Name of nearest waterbody: Brier Creek
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
1185 linear feet: 6 width (ft) and/or acres.
Cowardin Class: R4SB,R2SB
Stream Flow: Intermittent and perennial
Wetlands: 0.82 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 THAT
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
❑ 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 maps:
❑ 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):
2

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"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.
3

This preliminary JD finds that there "ray be"waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information.-
IMPORTANT
nformation:IMPORTANT NOTE; The information recorded on this form has not
necessarily been verified b the Cor sand should not be relied u on for
later iurisdictional determinations
Signature and date of ---
Signature and d�te'of'
Regulatory Project Manager person requesting preliminary JD
(REQUIRED) (REQUIRED, unless obtaining
the signature is impracticable)
4

Site Number Latitude Longitude Cowardin Estimated Amount Class of Aquatic Resource
Class of Aquatic Resource
in Review Area
Wetland A 36.0379 -79.0852 PFOI 0.01 acres Non-section 10-wetland
Wetland B 36.0386 -79.0851 PFOI 0.08 acres Non-section 10-wetland
Wetland C 36.0404 -79.0874 PFOI 0.03 acres Non-section 10-wetland
Wetland D 36.0403 -79.0875 PF01 0.01 acres Non-section 10-wetland
Wetland E 36.0389 -79.0870 PFOI 0.09 acres Non-section 10-wetland
Wetland F 36.0380 -79.0886 PFOI 0.16 acres Non-section 10-wetland
Wetland G 36.0380 -79.0875 PFOI 0.04 acres Non-section 10-wetland
Wetland H 36.0379 -79.0852 PFOI 0.06 acres Non-section 10-wetland
Wetland I 36.0375 -79.0864 PFOI 0.01 acres Non-section 10-wetland
Wetland J 36.0398 -79.0914 PF01 0.08 acres Non-section 10-wetland
Wetland L 36.0400 -79.0905 PFOI 0.13 acres Non-section 10-wetland
Tributary L 36.0401 -79.0905 R4SB4 55 linear feet Non-section 10-non-wetland
Wetland M 36.0389 -79.0895 PFOI 0.12 acres Non-section 10-wetland
Stream K 36.0379 -79.0911 R4SB4 155 linear feet Non-section 10-non-wetland
Tributary K 36.0378 -79.0911 R4SB4 60 linear feet Non-section 10-non-wetland
Stream A 36.0379 -79.0852 R4SB4 250 linear feet Non-section 10-non-wetland
Stream C 36.0377 -79.0865 R4SB4 665 linear feet Non-section 10-non-wetland

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USGS SITE LOCATION MAP
WATERSTONE DUE DILIGENCE
Waterstone Drive
Hillsborough, North Carolina 27278
PREPARED FOR: Lennar Corporation
SPANGLER PROJ. MGR: Jim Spangler DATE: 5/23/2016
ENVIRONMENTAL INC. DRAWN BY: Adam Rieder PROJ. #: 201604041

7F I
Legend
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s
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stream K
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0 35 70 140 Feet
Waterstone Delineation 69
Waterstone Drive SPANGLER Paper-bound Soil Survey Map
ENVIRONMENTAL, INC
Hillsborough, NC 4338 Bland Road Raleigh, NC 27609 map source:
April, 2016 919-875-4288 USDA 1977 Orange County Soil Survey

Image Provided By Spangler Environmental,Inc.
v444
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NRCS WEB SOIL SURVEY MAP
WATERSTONE DUE DILIGENCE
Waterstone Drive
Hillsborough, North Carolina 27278
PREPARED FOR: Lennar Carolinas
SPANGLER PROJ. MGR: Jim Spangler DATE: 5/23/2016
ENVIRONMENTAL, INC. DRAWN BY: Adam Rieder PROJ. #: 201604041

Image Provided By EDR Aerials
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SITE MAP
WATERSTONE DUE DILIGENCE
Waterstone Drive
Hillsborough, North Carolina 27278
PREPARED FOR: Lennar Carolinas
SPANGLER PROJ. MGR: Jim Spangler DATE: 5/23/2016
ENVIRONMENTAL �jy�, DRAWN BY: Adam Rieder PROJ. #: 201604041

Legend t
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Tax Parcels
Tributary
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Intermittent Stream
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Waterstone Delineation �9 Post-Regulatory
Waterstone Drive SPANGLER Delineation Map
ENVIRONMENTAL, INC.
Hillsborough, NC 4338 Bland Road Raleigh, NC 27609 map source:
July, 2016 919-875-4288 nc one map orthoimagery

11114EE
NC 1690 DEED
Carolina Bk:RB3722 Pq:3
200507180002D Rea1 Estate Excise Tax 04/15/2005 01:10:08PM 1/9
Bk:03809 Pg:177 Exc 1 se Tax: $20000.00
07/18/2005 02:18:11PM 1/9
LAFILED Joyce H. Pearson
Register of Deeds Orange COUNTY,NC
pp DeputyC�� 1 —
�, _ FILED Jo ce H. Pearson
Register of gds Orange COUNTY,NC
BY:
Deputy
5201000.00 9�, 00'`"'�
Excise Tax g (��13'a�J. apje�/'�'• '
Tax Lot No. Parcel Identifier No. See Exhibi A q
Verified by County on the—day of
by
Mail after recording to: Charles E. Nichols, Jr., Esq., Manning, Fulton & Skinner, P.A., P.O. Bog
20389,Raleigh,NC 27619-0389
This instrument was prepared by:Kennedy Covington Lobdell&Hickman,L.L.P.(C.McCoy)
Brief Description for the index: F Several tracts-NC Hwy.86
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED made this 15'+�_day of April,2005, by and between
GRANTOR GRANTEE
NORCA HOLDINGS,LLC, SLF U NC-WATERSTONE,LLC,
a Delaware limited liability company a Texas limited liability company
3737 Glenwood Avenue,Suite 100
Raleigh,NC 27612
Enter in appropriate block for each party:name,address,and,if appropriate,character of entity,e.g.,corporation or
partnership.
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 Orange County,North Carolina,and more particularly
described as follows:
SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN BY THIS
REFERENCE.
i
The property hereinabove described(the "Property") was acquired by Grantor by instrument(s)recorded in
Book at Page in the Orange County,North Carolina,Public Registry(the"Registry").
This document is being re–recorded pg—tAttorney
ect some minor typographical errors
on Exhibit A.
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f
TO HAVE AND TO HOLD the Property and all privileges and appurtenances thereto belonging to the
Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor
received, and Grantor will warrant and defend the title against the lawful claims of all persons claiming by,
under or through Grantor,except for the exceptions hereinafter stated.
Title to the Property hereinabove described is subject to the following exceptions:
SEE EXHIBIT B ATTACHED HERETO AND INCORPORATED HEREIN BY THIS
REFERENCE.
IN WITNESS WHEREOF,the Grantor has caused this instrument to be signed in its company name by its duly
authorized officer,the day and year first above written.
NORCA HOLDINGS,LLC
a De 1e limited liability company
By: tF-^ �..�►
Name:Peter J.Henn
Title:Senior Vi
ce President 1
STATE OF &9 Carolina
COUNTY OF
�b u,rh are,
I, IIMC:G�21�� �'-aw.I� � , a Notary Public for said County and State,do hereby certify
that Peter J. Henn personally carrid before me this day and acknowledged that he is the Senior Vice
President of NORCA HOLDINGS, LLC, a Delaware limited liability company, and that he as Senior
Vice President, being authorized to do so, executed the foregoing as Senior Vice President of th,�\\01111►►►41/,,
corporation. CAMp�
I
Witness my hand and official stamp or seal,this the d'u'"-day of Apri \%0
l, O5. � ' OTA1Jj.
N T PUBLIC •
' pUBL%C
My Commission Expires: �! t �'b�j [NOTARIAL SEAL] ��OG•'••....•..11 Gp ``
hAme N
The toregoing Certificate(s)o 1.���
j is/are certified to be correct. This instrument and this certificate are duly registered at the date and time and
in the Book and Page shown on first page hereof.
REGISTER OF DEEDS FOR ORANGE COUNTY
By Deputy/Assistant-Register of Deeds.
2
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52
Ott
Joyce H. Pearson
Register of Deeds
Orange County
North Carolina
State of North Carolina,County of Orange
The foregoing certificate(s)of MICHELLE CAMPBELL,NOTARY PUBLIC for the Designated
Governmental units is/are certified to be correct. See filing certificate herein.
This day April 15,2005.
Joyce H. Pearson,Register of Deeds
-4411
4
Deputy/ Register of D eds
Yellow probate sheet is a vital part of your recorded document.Please retain with original document and submit for recording.

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EXHIBIT A
(Legal Description)
TRACT 1:
BEGINNING at an existing iron pipe,said pipe being distant South 49°27' 25"West 3,075.00 feet from
NCGS Monument "NEAL", said monument having NCGS grid coordinates N=840,518.3760 and
E=1,975,514.8760 (NAD 83), said pipe also being the northwest corner of Lot 69, Beckett's Ridge
Subdivision,Phase 1,Section 2,as shown on Plat Book 86,page 102,Orange County Registry;runs thence
from said point of beginning along and with the western property line of Beckett's Ridge Subdivision as
shown on Plat Book 86, pages 102 and 101, Orange County Registry the following three courses and
distances: (1) South 24° 31' 17" East 1,559.69 feet to an existing concrete monument; (2) South 350 40'
47"East 522.88 feet to an existing iron pipe;and(3)South 02°33'48"West 507.97 feet to an existing iron
pipe, said iron pipe being the northeast corner of Lot 2,Block B, Stagecoach Run Subdivision, Section 3;
runs thence along and with the northern property line of said Lot 2 and traversing the right of way of Fargo
Road,a sixty foot(60')private right of way,North 86°23' 19"West 372.40 feet to an existing nail located
in the western right of way line of said Fargo Road;runs thence along and with said western right of way
line of Fargo Road South 01° 43' 50" West 69.01 feet to an existing iron pipe, said iron pipe being the
northeast comer of Lot 6,Block A,Stagecoach Run Subdivision,Section 3;runs thence along and with the
northern property line of said Lot 6 North 88°27'49"West 305.30 feet to an existing iron pipe;runs thence
along and with the western property lines of Lots 6, 7, 8, and 9,Block A, Stagecoach Run Subdivision,
Section 3,the following two courses and distances: (1)South 010 41'45"West 278.55 feet to an existing
iron pipe;and(2)South 01*36'50"West 481.09 feet to an existing iron pipe located in the northern right
of way line of Fletcher Road, a sixty foot(60')private right of way; runs thence traversing said Fletcher
Road South 00°06' 01"West 71.17 feet to an existing iron pipe located in the northern property line of Lot
1,Block A,Stagecoach Run Subdivision,Section 2,runs thence along and with the northern property lines
of Lots 1 and 2,Block A,Stagecoach Run Subdivision,Section 2,the following two courses and distances:
(1)North 57°00' 29"West 27.56 feet to an existing iron pipe; and(2) along and with a curve to the left
having a radius of 533.10 feet, an arc length of 355.26 feet, and an exterior chord bearing and distance of
North 76°05' 58"West 348.73 feet to an existing iron pipe,said pipe being the northeast comer of Lot 2
Addition,Plat Book 33,page 123,Orange County Registry;runs thence along and with the northern line of
said Lot 2 Addition South 84°48'34"West 104.54 feet to an existing iron pipe;runs thence along and with
the western property lines of Lot 2 Addition and Lot 3 Addition,Plat Book 33,page 123,Orange County
Registry,South 04°01' 56"East 407.61 feet to a point,said point being in the northern line of the property
owned now or formerly by Gary Wayne Pollard and Deborah H. Pollard and being Tract 1 as shown on
Plat Book 26,page 193,Orange County Registry;runs thence along and with said northern line of Pollard,
South 860 26' 31"West 476.35 feet to a point;runs thence along and with the western line of said Pollard
property South 291 54' 20"East 717.83 feet to a point,said point being marked by found hub and tack in
rock pile;runs thence along and with the southern line of said Pollard property,the following two courses
and distances: (1) South 88' 11' 19"East 151.56 feet to an existing iron pipe; and(2) South 881 10' 00"
East 228.77 feet to an existing iron pipe, said pipe being the southwest corner of Lot 4, Block B,
Stagecoach Run Subdivision, Section 2; runs thence along and with the southern property lines of Lots 4
and 3, Block B, Stagecoach Run Subdivision, Section 2 South 890 42' 20"East 830.51 feet to an existing
iron pipe; runs thence along and with the eastern property line of Lot 2 Block B Stagecoach Run
Subdivision, Section 2 North 010 53' 13" East 338.67 feet to an existing iron pipe, said pipe being the
southwestern corner of Lot 1,Stagecoach Run Subdivision,Section 1 as shown on Plat Book 26,page 188,
Orange County Registry; runs thence along and with the southern property lines of Lots 1, 2, 3, and a
portion of Lot 4,said Stagecoach Run Subdivision, Section 1 the following three courses and distances:(1)
South 88° 27' 42"East 184.60 feet to an existing iron pipe; (2) South 88°24' 31"East 389.69 feet to an
existing iron pipe; and(3) South 88° 38' 43"East 44.67 feet to an existing iron pipe, said pipe being the
northwest corner of property owned now or formerly by James&Mary Terry as described in deed recorded
in Book 161,page 40, Orange County Registry;runs thence along and with the western line of said Terry
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property the following two courses and distances: (1)South 010 33' 13"West 715. 18 feet to an existing
iron pipe;and(2) South 01*36' 11"West 711.59 feet to an existing iron pipe; runs thence North 88*07'
j 21"West 618.35 feet to an existing iron pipe;nuns thence South 01°32'01"West 403.54 feet to an existing
iron pipe;runs thence North 88°43' 31"East 1,241.35 feet to an existing iron pipe;runs thence South 01°
57' 06" West 38.30 feet to an existing iron pipe; runs thence South 010 53' 37" West 148.05 feet to an
existing iron pipe; runs thence South 010 56' 00" West 277.71 feet to an existing iron pipe; runs thence
South 850 21' 57"West 1,281.70 feet to a rock pile;runs thence South 07°36' 04"East 410.38 feet to an
existing iron pipe, said pipe being the northwest comer of the property owned now or formerly by Deanna
&Worth Overman as shown on Plat Book 36,page 143, Orange County Registry; runs thence along and
with the western line of said Overman property South 07°36' 04"East 262.41 feet to an existing iron pipe,
said iron pipe being a northern corner of the property owned now or formerly by Woodsedge Properties,
LLC as shown on Plat Book 56, page 11, Orange County Registry; runs thence along and with the
boundary of said Woodsedge property the following three courses and distances: (1) South 55° 38' 42"
West 37.72 feet to an existing iron pipe;(2)South 00°19' 12"East 102.76 feet to an existing iron pipe;and
(3)North 89°59' 15"West 1,383.11 feet to an existing iron pipe located in the northern right of way line of
I-40, a public right of way, thence along and with said northern right of way line of I-40 the following
seven courses and distances: (1)North 42°44' 08"West 32.74 feet to an existing concrete monument;(2)
North 89°38' 14"West 9.73 feet to an existing concrete monument;(3)North 33*34'07"West 154.51 feet
to an existing concrete monument; (4) North 47° 36' 05" West 238.24 feet to an existing concrete
monument; (5)North 44° 11' 02"West 105.82 feet to an existing concrete monument; (6)North 44°28'
23"West 218.48 feet to an existing concrete monument; and(7)North 43°45' 53"West 31.66 feet to an
existing iron pipe, said iron pipe being the southeast corner of the property owned now or formerly by
Oliver D. Clayton et al. as described in deed recorded in Book 389, page 267, Orange County Registry;
runs thence along and with the eastern line of said Clayton property North 01°33' 31"East 984.63 feet to
an existing iron pipe;runs thence along and with the northern line of said Clayton property South 89°51'
12"West 1,023.47 feet to an existing concrete monument located in the eastern right of way line of Old
Chapel Hill—Hillsborough Road(SR 1009),a public right of way of variable width;runs thence along and
with said eastern right of way line of Old Chapel Hill—Hillsborough Road the following five courses and
distances: (1)North 13°50'00"West 122.39 feet to an existing concrete monument,said monument being
identified as Statio0+00;(2)North 120 47' 26"West 121.90 feet to an existing iron pipe;(3)North 12°
49' 31" West 843. feet to an existing iron pipe; (4)North 12°50' 24"West 608.30 feet to an existing
j concrete monument; and (5)North 18° 13' 43"West 274.95 feet to an existing concrete monument, said
monument being the southwest corner of the property owned now or formerly by Michael T.Brown et al.
and Rufus B.Blackley as described in deed recorded in Book 948,page 223,Orange County Registry;runs
thence along and with the southern line of said Brown property South 87° 28' 50" East 399.14 feet to an
existing iron pipe,said pipe being located in the western line of property owned now or formerly by Hugh
Moren as shown on Plat Book 94, page 149, Orange County Registry; runs thence along and with said
western line of the Moren property South 02°21'39"East 589.22 feet to an existing iron pipe;runs thence
along and with the southern line of said Moren property South 890 14' 35"East 947.71 feet to an existing
iron pipe;runs thence along and with the eastern line of said Moren property the following three courses
i and distances:(1)North 05°05'29"West 1,310.03 feet to an existing iron pipe;(2)North 16*20'39"West
722.05 feet to an existing iron pipe; and(3)North 33°33' 55"West 310.25 feet to an existing iron pipe;
runs thence along and with the northern line of said Moren property the following two courses and
distances: (1)North 82° 01' 55" West 1,199.64 feet to an existing iron pipe; and (2) South 740 02' 53"
West 400.40 feet to a calculated point located in the eastern right of way line of Old Chapel Hill —
Hillsborough Road (SR 1009), a public right of way of variable width; runs thence along and with said
Aastern right of way line North 160 05' 59"West 149.19 feet to a calculated point,runs thence North 730
_5' 11" �431.89 feet to an existing iron pipe;runs thence South 82° 0V 52"East 1,116.91 feet to a
point,said point being the southwest corner of Lot 22R as shown on Plat Book 76,page 39,Orange County
Registry;runs thence along and with the southern line of Old Mill Subdivision,Phase One-A,as shown on
Plat Book 76,page 39,Plat Book 78,page 40,Plat Book 78,page 64,Plat Book 87,page 62,Plat Book 80,
i page 158, and Plat Book 94,page 78, all of the Orange County Registry, the following eight courses and
distances: (1)North 52°28'09"East 200.83 feet to a calculated point;(2)North 53°01' 15"East 246.01
4
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feet to a calculated point;(3)North 52°28'41"East 379.86 feet to an existing iron pipe;(4)North 52°28'
41"East 172.23 feet to a calculated point;(5)North 38°39'26"East 377.71 feet to a calculated point; (6)
North 02°20' 55"West 281.24 feet to a calculated point;(7)North 25"22' 22"East 547.49 feet to a point;
and(8) North 80° 53' 52" East 500.87 feet to the POINT AND PLACE OF BEGINNING, containing
approximately 335.03 acres, all according to plat of survey entitled "WATERSTONE - OVERALL
BOUNDARY EXHIBIT W/EASEMENTS, TOWN OF HILLSBOROUGH, ORANGE COUNTY, NC"
prepared by The John R.McAdams Company,Inc.,dated April 9,2005.
SAVE AND EXCEPT from the above-described TRACT 1 that certain tract or parcel of land being shown
as Tract A,containing 20.00 acres,as shown on plat of survey entitled"DTCC TRACT&WATERSTONE
DRIVE DEDICATION - 20.00 ACRES - TOWN OF HILLSBOROUGH, ORANGE COUNTY, NC"
prepared by The John-R. McAdams Company, Inc., dated July 12, 2004, last revised April 5, 2005, and
recorded in Plat Book 'page 6_q_�Orange County Registry.
The above-described TRACT 1 being comprised of Orange County PINs 9873-33-1126(TMBL
4.49.B.14),9873-42-6534(TMBL 4.49.B.17),9873-43-2983(TMBL 4.49.B.15);9873-35-5270(TMBL
4.45E.A.12),9873.35.9245(TMBL 4.45E.A.10),9873.26.3893(TMBL 4.45..2),9873.25.4059(TMBL
4.45..2F),and 9873.04.8468(TMBL 4.49.B.5),
TRACT 2:
BEING ALL of Tract B, containing 1.90 acres as shown on plat of survey entitled "WATERSTONE -
RECOMBINATION PLAT, TOWN OF HILLSBOROUGH,HILLSBOROUGH TOWNSHIP, ORANGE
COUNTY,NC"prepared by The John R.McAdams Company,Inc.,dated March 28,2005,and recorded in
Plat Book 97,page 35,Orange County Registry.
The above-described TRACT 2 being designated as Orange County PIN 9873-52-4479 (TMBL
4.49.B.22B).
TRACT 3:
BEING ALL of Lot 6, Block A, Section Three of Stagecoach Run Subdivision, as shown on a map
recorded in Plat Book 42,page 110,Orange County Registry.
The above-described TRACT 3 being designated as Orange County PIN 9873-34-5979(TMBL 4.45E.B.4).
TRACT 4:
COMMENCING at an existing iron pipe located in the eastern right of way line of Old Chapel Hill-
Hillsborough Road(SR 1009),a public right of way of variable width,said pipe being distant South 35°56'
52"West 7,919.60 feet from NCGS Monument"NEAL",said monument having NCGS grid coordinates
N=840,518.3760 and E=1,975,514.8760(NAD 83),said pipe being the west t comer of that certain
15.88 acre parcel owned now or formerly by John Bratton as shown on Plat Book ,page ,
Orange County Registry;thence traversing said Old Chapel Hill-Hillsborough Ro running South 18°
50'25"West 228.93 feet to an existing concrete monument located in the western right of way line of said
Old Chapel Hill-Hillsborough Road,said existing concrete monument being the TRUE POINT AND
PLACE OF BEGINNING;runs thence from said true point and place of beginning along and with said
western right of way line of Old Chapel Hill-Hillsborough Road the following three courses and
distances: (1)South 12°52'46"East 429.75 feet to an existing iron pipe;(2)South 12°50' 17"East
340.69 feet to an existing concrete monument;and(3)South 14°29'23"East 95.86 feet to an existing iron
pipe;thence leaving said western right of way line of Old Chapel Hill-Hillsborough Road and running
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South 89°51' 12"West 152.40 feet to an existing iron pipe,said iron pipe being located in the eastern right
of way line of Rippy Lane,a public right of way of variable width;runs thence along and with said eastern
right of way line of Rippy Lane the following six courses and distances: (1)North 01*49'08"East 35.06
feet to an existing concrete monument;(2)along and with a curve to the left having a radius of 1,329.63
feet,an arc length of 303.59 feet,and an exterior chord bearing and distance of North 030 12'20"West
302.93 feet to an existing iron pipe;(3)North 09°44'48"West 250.83 feet to an existing iron pipe;(4)
along and with a curve to the right having a radius of 2,238.08 feet,an arc length of 148.89 feet,and an
interior chord bearing and distance of North 08°39'09"West 148.86 feet to an existing iron pipe;runs
thence North 05°57'27"West 114.03 feet to an existing concrete monument;runs thence South 880 51'
49"East 49.45 feet to the TRUE POINT AND PLACE OF BEGINNING,containing 1.72 acres,all
according to plat of survey entitled"WATERSTONE-OVERALL BOUNDARY EXHIBIT W/
EASEMENTS,TOWN OF HILLSBOROUGH,ORANGE COUNTY,NC"prepared by The John R.
McAdams Company,Inc.,dated April 9,2005.
The above-described TRACT 4 being comprised of Orange County PINs 9873-03-9867 (TMBL
4.49.B.6A), 9873-03-9577 (TMBL 4.49.B.6), 9873-03-8215 (TMBL 4.49.B.6B), and a small sliver of
9873-33-1126(TMBL 4.49.B.14).
It is the intention for all of the above-described Tracts 1, 2, and 4
to become one combined parcel for the Grantee, except fot that parcel
shown as Waterstone Drive, a A51 right of way, as shown' on plat of
survey recorded in Plat Book , Page, Orange County Registry.
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EXHIBIT B
(Permitted Exceptions)
I. [MOREN]Title to the property acquired by Grantor in Book 3501 at Page 326,Orange
County Registry,is subject to the following exceptions:
1. Taxes for the year 2005,and subsequent tax years,not yet due and payable.
2. Restrictions appearing of record in Book 1683 at Page 407 of the Orange County Public Registry
("Registry"),and Book 279 at Page 691 and re-recorded in Book 280 at Page 1715 of the Registry,
but this policy insures that a violation thereof will not cause a forfeiture or reversion of title.
3. Easement to Duke Power recorded in Book 146 at Page 547 of the Registry.
4. Easement to Morris Telephone Company recorded in Book 186 at Page 439 of the Registry.
5. Easement to Central Telephone Company recorded in Book 281 at Page 351 of the Registry and
Book 646 at Page 76 of the Registry.
6. Ordinance 030804-01 annexing certain contiguous property into the Town of Hillsborough, NC
recorded in Book 3396,Page 464 of the Registry.
7. Rights of others entitled thereto in and to the ditch(es)crossing insured premises.
II. [NORCA]Title to the property acquired by Grantor in Book 2195 at Page 23,Orange
County Registry,is subject to the following exceptions:
1. Taxes,dues and assessments for the year 2005,and subsequent years,not yet due and payable.
2. Easement to Board of Transportation recorded in Book 275,Page 1410,Orange County Registry.
3. Easement Department of Transportation recorded in Book 473, Page 615, Orange County
Registry.
4. Ordinance 030804-01 annexing certain contiguous property into the Town of Hillsborough, NC
recorded in Book 3396 at Page 464 of the Orange County Public Registry.
M. [DAVIS]Title to the property acquired by Grantor in Book 3661 at Page 106 and in Book
3661 at Page 114,Orange County Registry,is subject to the following exceptions:
1. Taxes,dues and assessments for the year 2005,and subsequent years,not yet due and payable.
2. Easement to Duke Power Company as recorded in Book 146 at Page 547 of the Orange County
Public Registry.
3. Ordinance 030804-01 annexing certain contiguous property into the Town of Hillsborough, NC
recorded in Book 3396 at Page 464 of the Orange County Public Registry.
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4. Easement to Morris Telephone Company as recorded in Book 186 at Page 439 of the Orange
County Public Registry.
5. Easement to Central Telephone Company as recorded in Book 281 at Page 351 and in Book 646 at
Page 76 of the Orange County Public Registry.
6. Restrictive Covenants as recorded in Book 279 at Page 691 and re-recorded in Book 280 at Page
1715 and Restrictive Covenants in Book 1683 at Page 407 of the Orange County Public Registry.
7. Plat recorded in Plat Book 53 at Page 140 of the Orange County Public Registry.
8. Report of Commissioners filed in the Superior Court of Orange County in File 89 SP 40.
IV. [BRATTON]Title to the property acquired by Grantor in Book 31vat Page ,
Orange County Registry,is subject to the following exceptions:
1. Taxes,dues and assessments for the year 2005,and subsequent years,not yet due and payable.
2. Easements to the North Carolina Department of Transportation recorded in Book 275 at Page
1406,Book 389 at Page 26 and Book 395 at Page 503 of the Orange County Public Registry.
3. Ordinance 030804-01 annexing certain contiguous property into the Town of Hillsborough,NC
recorded in Book 3396 at Page 464 of the Orange County Public Registry.
4. Plats recorded in Plat Book 94 at Page 17,Plat Book 50 at Page 133,Plat Book 32 at Page 36,Plat
Book 32 at Page 35,and Plat Book 49 at Page 112 of the Orange County Public Registry.
5. Easement in favor of Orange County,North Carolina more particularly described in deed recorded
in Book 3?21 at Page nfi ,Orange County Public Registry.
V. [HUCKABEE/GLENN]Title to the property acquired by Grantor in Book 3712 at Page
556,Orange County Registry,is subject to the following exceptions:
1. Easement(s)and/or Rights)of Way to Piedmont Electric Membership Corporation recorded in
Book 157 at Page 185.
2. Subject to matters shown on recorded Plat Book 97 at Page 35,Orange County Registry.
3. That certain tract consisting of 1.90 acres,more or less,designated as Tract B on the plat recorded
in Plat Book 97 at Page 35,Orange County Registry,remains subject to the Condition Subsequent
and use restrictions more particularly set forth in Deed Book 3712 at Page 556,Orange County
Registry.
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WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Project/Site: Waterstone City/County: Oran a Sampling Date:
Applicant/Owner: Lennar Carolinas, LLC. State: NC Sampling Point: Upland 1
Investigator(s): Tomas Will Section,Township,Range: Hillsborough
Landform(hillslope,terrace,etc.): hillslope Local relief(concave,convex,none): convex Slope(%): 5
Subregion(LRR or MLRA): 136 Lat: 36.0393 Long: -79.0879 Datum: NAD1983
Soil Map Unit Name: Herndon silt 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 Vegetation 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 No X Is the Sampled Area
Hydric Soil Present? Yes No x within a Wetland? Yes No X
Wetland Hydrology Present? Yes No x
Remarks:
Upland data form for wetlands A, B, C, D, E, F, G, H, I
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is reauired:check all that apply) ❑ Surface Soil Cracks(136)
❑ Surface Water(Al) El Aquatic Fauna(613) p❑� Sparsely Vegetated Concave Surface(68)
II High Water Table(A2) 1 Marl Deposits(B15)(LRR U) LJ Drainage Patterns(B10)
J
Saturation(A3) 1L� Hydrogen Sulfide Odor(Cl) E3 Moss Trim Lines(616)
Water Marks(61) 1L�Jf Oxidized Rhizospheres along Living Roots(C3) ❑ Dry-Season Water Table(C2)
Sediment Deposits(62) II Presence of Reduced Iron(C4) II Crayfish Burrows(C8)
_ Drift Deposits(133) LJ Recent Iron Reduction in Tilled Soils(C6) 0 Saturation Visible on Aerial Imagery(C9)
III Algal Mat or Crust(64) Thin Muck Surface(C7) 0 Geomorphic Position(D2)
Iron Deposits(65) 0 Other(Explain in Remarks) ❑ Shallow Aquitard(D3)
u Inundation Visible on Aerial Imagery(137) ❑ FAC-Neutral Test(D5)
II Water-Stained Leaves(139) 0 Sphagnum moss(D8)(LRR 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),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. Sampling Point: Upland 1
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 20 sq ft ) %Cover Species? Status
Number of Dominant Species
1 Pinus taeda 15 X FAC That Are OBL,FACW,or FAC: (A)
2 Acer rubrum 10 X FAC
Total Number of Dominant
3 Liriodendron tulipifera 5 FAC
Species Across All Strata: (B)
4.
Percent of Dominant Species
5• That Are OBL,FACW,or FAC: (A/B)
6.
7.
Prevalence Index worksheet:
8 Total%Cover of: Multiply by:
30 =Total Cover OBL species x 1 =
50%of total cover: 20%of total cover: FACW species x2=
Sa0ino/Shrub Stratum (Plot size: 10 sq ft ) FAC species x 3=
1 Pinus taeda 10 X FAC FACU species x4=
2 unidentified sapling UPL species x 5=
3.
Column Totals: (A) (B)
4• Prevalence Index =B/A=
5• Hydrophytic Vegetation Indicators:
6. II 1-Rapid Test for Hydrophytic Vegetation
7.
2-Dominance Test is>50%
8.
3-Prevalence Index is s3.0+
10 =Total Cover II +Problematic Hydrophytic Vegetation (Explain)
50%of total cover: 20%of total cover:
Herb Stratum (Plot size: 10 sq ft ) ,
Indicators of hydric soil and wetland hydrology must
1 unidentified grass be present,unless disturbed or problematic.
2. Definitions of Four Vegetation Strata:
3' Tree—Woody plants,excluding vines,3 in.(7.6 cm)or
4. more in diameter at breast height(DBH),regardless of
5 height.
6• Sapling/Shrub—Woody plants,excluding vines,less
7, than 3 in.DBH and greater than 3.28 ft(1 m)tall.
8.
Herb—All herbaceous(non-woody)plants,regardless
9. of size,and woody plants less than 3.28 ft tall.
10. Woody vine—All woody vines greater than 3.28 ft in
11. height.
12.
10 =Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5. Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover:
Present? Yes No X
Remarks: (If observed,list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

SOIL Sampling Point: Upland 1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % TvDe Loc Texture Remarks
0-4 2.5YR 3/1 100 loam
4-12 2.5YR 3/2 100 loam
'Type: 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':
Histosol(Al) ❑ Polyvalue Below Surface(S8)(LRR S,T,U) 1 cm Muck(A9)(LRR O)
J, Histic Epipedon(A2) Thin Dark Surface(S9)(LRR S,T,U) 2 cm Muck(A10)(LRR S)
�T.11 Black Histic(A3) Loamy Mucky Mineral(F1)(LRR O) Reduced Vertic(F18)(outside MLRA 150A,B)
❑ Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) TIjT-II Piedmont Floodplain Soils(F19)(LRR P,S,T)
Stratified Layers(A5) Depleted Matrix(F3) u Anomalous Bright Loamy Soils(F20)
Organic Bodies(A6)(LRR P,T,U) H Redox Dark Surface(F6) (MLRA 153B)
5 cm Mucky Mineral(A7)(LRR P,T,U) D Depleted Dark Surface(177) Red Parent Material(TF2)
Muck Presence(A8)(LRR U) D Redox Depressions(F8) u Very Shallow Dark Surface(TF12)
1 cm Muck(A9)(LRR P,T) Marl(F10)(LRR U) D Other(Explain in Remarks)
D Depleted Below Dark Surface(A11) n Depleted Ochric(F11)(MLRA 151)
0 Thick Dark Surface(Al2) D Iron-Manganese Masses(F12)(LRR O,P,T) 3Indicators of hydrophytic vegetation and
f, Coast Prairie Redox(A16)(MLRA 150A) Umbric Surface(F13)(LRR P,T,U) wetland hydrology must be present,
D Sandy Mucky Mineral(S1)(LRR O,S) Delta Ochric(F17)(MLRA 151) unless disturbed or problematic.
D Sandy Gleyed Matrix(S4) F] 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): Hydric Soil Present? Yes No X
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Project/Site: Waterstone City/County: Orange Sampling Date: 5/9/16
Applicant/Owner: Lennar Carolinas, LLC. State: NC Sampling Point: Upland 2
Investigator(s): Tomas Will Section,Township,Range: Hillsborough
Landform(hillslope,terrace,etc.): hillslope Local relief(concave,convex,none): convex Slope(%): 10
Subregion(LRR or MLRA): 136 Lat: 36.0406 Long: -790897 Datum: NAD1983
Soil Map Unit Name: Herndon silt 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 Vegetation 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 No X Is the Sampled Area
Hydric Soil Present? Yes No x within a Wetland? Yes No X
Wetland Hydrology Present? Yes No x
Remarks:
Upland data form for wetlands J, L, and M
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required:check all that apply) Surface Soil Cracks(66)
II Surface Water(Al) 1❑� Aquatic Fauna(613) Sparsely Vegetated Concave Surface(68)
II High Water Table(A2) 1uMarl Deposits(B15)(LRR U) Q Drainage Patterns(610)
-f
II Saturation(A3) 1 Hydrogen Sulfide Odor(Cl) II Moss Trim Lines(B16)
_II Water Marks(B1) LJ Oxidized Rhizospheres along Living Roots(C3) Dry-Season Water Table(C2)
❑ Sediment Deposits(132) 0 Presence of Reduced Iron(C4) g Crayfish Burrows(C8)
❑ Drift Deposits(133) u Recent Iron Reduction in Tilled Soils(C6) 0 Saturation Visible on Aerial Imagery(C9)
II Algal Mat or Crust(134) Thin Muck Surface(C7) ❑ Geomorphic Position(D2)
II Iron Deposits(85) 8 Other(Explain in Remarks) ❑ Shallow Aquitard(D3)
a Inundation Visible on Aerial Imagery(137) ❑ FAC-Neutral Test(D5)
a Water-Stained Leaves(69) ❑ Sphagnum moss(D8)(LRR 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),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. sampling Point: Upland 2
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 20 sq ft ) %Cover Species? Status
Number of Dominant Species
1 Pinus taeda 30 X FAC That Are OBL,FACW,or FAC: (A)
2 Acer rubrum 10 X FAC
Total Number of Dominant
3. Species Across All Strata: (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: (A/B)
6.
Prevalence Index worksheet:
7.
Total%Cover of: Multiply by:
8.
40 =Total Cover OBL species x 1 =
50%of total cover: 20%of total cover: FACW species x 2=
Sapling/Shrub Stratum (Plot size: 10 sq ft ) FAC species x 3=
1 Pinus taeda 10 X FAC FACU species x 4=
2 Acer rubrum 10 X FAC UPL species x 5=
Column Totals: (A) (B)
3.
4. Prevalence Index =B/A=
5. Hydrophytic Vegetation Indicators:
6. II 1 -Rapid Test for Hydrophytic Vegetation
7. II 2-Dominance Test is>50%
8. II 3-Prevalence Index is s3.0'
20 =Total Cover �--I
Problematic Hydrophytic Vegetation (Explain)
50%of total cover: 20%of total cover:
Herb Stratum (Plot size: 10 sq ft ) 'Indicators of hydric soil and wetland hydrology must
1 unidentified grass be present,unless disturbed or problematic.
2. Definitions of Four Vegetation Strata:
3. Tree—Woody plants,excluding vines,3 in.(7.6 cm)or
4. more in diameter at breast height(DBH),regardless of
5 height.
6• Sapling/Shrub—Woody plants,excluding vines,less
7 than 3 in.DBH and greater than 3.28 It(1 m)tall.
8. Herb—All herbaceous(non-woody)plants,regardless
g. of size,and woody plants less than 3.28 ft tall.
10. Woody vine—All woody vines greater than 3.28 It in
11. height.
12.
=Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5. Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes No X
Remarks: (If observed,list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

• SOIL Sampling Point: Upland 2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Type' Loc Texture Remarks
0-6 2.5YR 2.5/1 100 loam
6-12 2.5YR 3/2 100 silt loam
'Type: 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':
❑ Histosol(Al) Polyvalue Below Surface(S8)(LRR S,T,U) 1 cm Muck(A9)(LRR O)
n Histic Epipedon(A2) n Thin Dark Surface(S9)(LRR S,T,U) 2 cm Muck(Al 0)(LRR S)
T��Jf Black Histic(A3) LH Loamy Mucky Mineral(F1)(LRR O) Reduced Vertic(F18)(outside MLRA 150A,B)
T
❑ Hydrogen Sulfide(A4) ❑ Loamy Gleyed Matrix(F2) TTuii Piedmont Floodplain Soils(F19)(LRR P,S,T)
Stratified Layers(A5) Depleted Matrix(F3) u Anomalous Bright Loamy Soils(F20)
Organic Bodies(A6)(LRR P,T,U) H Redox Dark Surface(F6) (MLRA 15313)
H5 cm Mucky Mineral(A7)(LRR P,T,U) Depleted Dark Surface(F7) TI❑ Red Parent Material(TF2)
Muck Presence(A8)(LRR U) Redox Depressions(F8) u Very Shallow Dark Surface(TF12)
,❑ 1 cm Muck(A9)(LRR P,T) Marl(F10)(LRR U) D Other(Explain in Remarks)
El Depleted Below Dark Surface(Al 1) Depleted Ochric(F11)(MLRA 151)
Thick Dark Surface(Al 2) E1 Iron-Manganese Masses(F12)(LRR O,P,T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox(Al 6)(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) E] Reduced Vertic(F18)(MLRA 150A,15013)
Sandy Redox(S5) Piedmont Floodplain Soils(F19)(MLRA 149A)
Stripped Matrix(S6) Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C,153D)
D Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes No X
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Project/Site: Waterstone City/County: Orange Sampling Date: 5/9/16
Applicant/Owner: Lennar Carolinas, LLC. State: NC Sampling Point: B-1
Investigator(s): Tomas Will Section,Township,Range: Hillsborough
Landform(hillslope,terrace,etc.): hillslope Local relief(concave,convex,none): Concave Slope(%): 5
Subregion(LRR or MLRA): 136 Lat: 36.0379 Long: -79.0852 Datum: NAD1983
Soil Map Unit Name: Herndon silt 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 Vegetation 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
Hydric Soil Present? Yes X No X
within a Wetland? Yes No
Wetland Hydrology Present? Yes X No
Remarks:
Data form for wetlands A and B
Riparian wetlands
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two reauired)
IIIPrimary Indicators(minimum of one is required:check all that apply) ❑ Surface Soil Cracks(136)
Surface Water(Al) ❑-r tAquatic Fauna(613) Sparsely Vegetated Concave Surface(138)
High Water Table(A2) L-I Marl Deposits(615)(LRR U) Drainage Patterns(1310)
Saturation(A3) 0 Hydrogen Sulfide Odor(C1) Moss Trim Lines(B16)
Water Marks(131) 7❑� Oxidized Rhizospheres along Living Roots(C3) ❑ Dry-Season Water Table(C2)
Sediment Deposits(62) 7L--J� Presence of Reduced Iron(C4) 11 Crayfish Burrows(C8)
_ Drift Deposits(63) LJ Recent Iron Reduction in Tilled Soils(C6) ❑ Saturation Visible on Aerial Imagery(C9)
II Algal Mat or Crust(134) Thin Muck Surface(C7) ❑ Geomorphic Position(D2)
Q Iron Deposits(135) 8 Other(Explain in Remarks) ❑ Shallow Aquitard(133)
❑ Inundation Visible on Aerial Imagery(137) FAC-Neutral Test(D5)
Q Water-Stained Leaves(139) ❑ Sphagnum moss(D8)(LRR T,U)
Field 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

s
VEGETATION (Four Strata)—Use scientific names of plants. Sampling Point: B-1
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 20 sq ft ) %Cover Species? Status
1 Liquidambar styraciflua 15 X FAC Number of Dominant Species
That Are OBL,FACW,or FAC: (A)
2 Acer rubrum 10 X FAC
Total Number of Dominant
3• Species Across All Strata: (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: (A/B)
6.
7.
Prevalence Index worksheet:
8.
Total%Cover of: Multiply by:
25 =Total Cover OBL species x 1 =
50%of total cover: 20%of total cover: FACW species x 2=
Saplina/Shrub Stratum (Plot size: 10 sq ft ) FAC species x 3=
1 Liquidambar styraciflua 15 X FAC FACU species x4=
2 Ulmus americana 10 X FACW UPL species x 5=
3 Unidentified sapling Column Totals: (A) (B)
4• Prevalence Index =B/A=
5.
Hydrophytic Vegetation Indicators:
6. II 1 -Rapid Test for Hydrophytic Vegetation
7• II 2-Dominance Test is>50%
8. II 3-Prevalence Index is s3.0'
25 =Total Cover
II Problematic Hydrophytic Vegetation'(Explain)
50%of total cover: 20%of total cover:
Herb Stratum (Plot size: 10 sq ft )
Indicators of hydric soil and wetland hydrology must
1 Smilax rotundifolia 10 X FAC be present,unless disturbed or problematic.
2 Toxicodendron radicans 10 X FAC Definitions of Four Vegetation Strata:
3 Tree—Woody plants,excluding vines,3 in.(7.6 cm)or
4• more in diameter at breast height(DBH),regardless of
5 height.
6. Sapling/Shrub—Woody plants,excluding vines,less
7. than 3 in.DBH and greater than 3.28 It(1 m)tall.
8. Herb—All herbaceous(non-woody)plants,regardless
9. of size,and woody plants less than 3.28 ft tall.
10. Woody vine—All woody vines greater than 3.28 ft in
11. height.
12.
10 =Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5. Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes X No
Remarks: (If observed,list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

SOIL Sampling Point: B-1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Tvae Loc Texture Remarks
0-2 5YR 4/1 100 loam
2-6 5YR 5/1 90 2.5YR 5/6 10 silt loam
6-12 5YR 6/1 90 2.5YR 5/6 10 silt loam
'Type: C=Concentration D=De letion,RM=Reduced Matrix,MS=Masked Sand Grains. 2 Location: PL=Pore Lining,M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils':
❑ Histosol(Al) ❑ Polyvalue Below Surface(S8)(LRR S,T,U) 1 cm Muck(A9)(LRR O)
J, Histic Epipedon(A2) Thin Dark Surface(S9)(LRR S,T,U) 2 cm Muck(A10)(LRR S)
T��Jf 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 15313)
5 cm Mucky Mineral(A7)(LRR P,T,U) Depleted Dark Surface(F7) T❑-1 Red Parent Material(TF2)
Muck Presence(A8)(LRR U) Redox Depressions(F8) u Very Shallow Dark Surface(TF1 2)
❑ 1 cm Muck(A9)(LRR P,T) ❑ Marl(F10)(LRR U) D Other(Explain in Remarks)
n Depleted Below Dark Surface(A11) f] Depleted Ochric(F11)(MLRA 151)
D Thick Dark Surface(Al2) F-1 Iron-Manganese Masses(F12)(LRR 0,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)
D Sandy Redox(S5) Piedmont Floodplain Soils(F19)(MLRA 149A)
D Stripped Matrix(S6) Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C,153D)
Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Project/Site: waterstone City/County: Orange Sampling Date: 5/9/16
Applicant/Owner: Lennar Carolinas, LLC. State: NC Sampling Point: E-1
Investigator(s): Tomas Will Section,Township,Range: Hillsborough
Landform(hillslope,terrace,etc.): hillslope Local relief(concave,convex,none): Concave Slope(%): 5
Subregion(LRR or MLRA): 136 Lat: 36.0389 Long: -79.0870 Datum: NAD1983
Soil Map Unit Name: Georgeville silt 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 Vegetation 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
Hydric Soil Present? Yes X No X
within a Wetland? Yes No
Wetland Hydrology Present? Yes X No
Remarks:
Data form for wetlands C, D, and E
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
IIIPrimary Indicators(minimum of one is required:check all that apply) ❑ Surface Soil Cracks(136)
Surface Water(A1) El Aquatic Fauna(1313) ❑ Sparsely Vegetated Concave Surface(138)
High Water Table(A2) 1L�J Marl Deposits(615)(LRR U) ❑_ Drainage Patterns(B10)
Saturation(A3) 7L�J Hydrogen Sulfide Odor(Cl) g Moss Trim Lines(616)
_ Water Marks(131) LJ Oxidized Rhizospheres along Living Roots(C3) Dry-Season Water Table(C2)
QSediment Deposits(132) 0 Presence of Reduced Iron(C4) 0 Crayfish Burrows(C8)
❑ Drift Deposits(133) 0 Recent Iron Reduction in Tilled Soils(C6) ❑ Saturation Visible on Aerial Imagery(C9)
QI Algal Mat or Crust(B4) Thin Muck Surface(C7) ❑ Geomorphic Position(D2)
Iron Deposits(135) 8 Other(Explain in Remarks) Shallow Aquitard(D3)
u Inundation Visible on Aerial Imagery(137) FAC-Neutral Test(D5)
Q Water-Stained Leaves(139) ❑ Sphagnum moss(D8)(LRR T,U)
Field Observations:
Surface Water Present? Yes No X Depth(inches):
Water Table Present? Yes No x Depth(inches):
Saturation Present? Yes X No Depth(inches): 10 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. Sampling Point: E-1
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 20 sq ft ) %Cover Species? Status
Number of Dominant Species
1 Liquidambar styraciflua 15 X FAC That Are OBL,FACW,or FAC: (A)
2 Acer rubrum 10 X FAC
Total Number of Dominant
3 Species Across All Strata: (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: (A/B)
6.
7 Prevalence Index worksheet:
8. Total%Cover of: Multiply by:
25 =Total Cover OBL species x 1 =
50%of total cover: 20%of total cover: FACW species x 2=
Saplina/Shrub Stratum (Plot size: 10 sq ft ) FAC species x 3=
1 Acer rubrum 10 X FAC FACU species x 4=
2 UPL species x 5=
3 Column Totals: (A) (B)
4• Prevalence Index =B/A=
5. Hydrophytic Vegetation Indicators:
6. II 1 -Rapid Test for Hydrophytic Vegetation
7. II 2-Dominance Test is>50%
8. II 3-Prevalence Index is s3.0'
25 =Total Cover II Problematic Hydrophytic Vegetation'(Explain)
50%of total cover: 20%of total cover:
Herb Stratum (Plot size: 10 sq ft ) 'Indicators of hydric soil and wetland hydrology must
1 Microstegium vimineum 40 X FAC be present,unless disturbed or problematic.
2 unidentified grass Definitions of Four Vegetation Strata:
3. Tree—Woody plants,excluding vines,3 in.(7.6 cm)or
4. more in diameter at breast height(DBH),regardless of
5 height.
6• Sapling/Shrub—Woody plants,excluding vines,less
7 than 3 in.DBH and greater than 3.28 It(1 m)tall.
8• Herb—All herbaceous(non-woody)plants,regardless
g, of size,and woody plants less than 3.28 ft tall.
10. Woody vine—All woody vines greater than 3.28 ft in
11. height.
12.
40 =Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5. Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes X No
Remarks: (If observed,list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

SOIL Sampling Point: E-1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Tvoe Loc Texture Remarks
0-4 5YR 4/1 100 loam
4-12 5YR 5/2 90 2.5YR 5/6 10 silt loam
'Type: 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':
0 Histosol(A1) ❑ Polyvalue Below Surface(S8)(LRR S,T,U) 1 cm Muck(A9)(LRR O)
HHistic Epipedon(A2) n Thin Dark Surface(S9)(LRR S,T,U) 2 cm Muck(A10)(LRR S)
Black Histic(A3) 1H Loamy Mucky Mineral(F1)(LRR O) Reduced Vertic(F18)(outside MLRA 150A,B)
0 Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) --nn Piedmont Floodplain Soils(F19)(LRR P,S,T)
Stratified Layers(A5) ✓ Depleted Matrix(F3) LJ 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) T❑-I Red Parent Material(TF2)
Muck Presence(A8)(LRR U) Redox Depressions(F8) u Very Shallow Dark Surface(TF1 2)
❑ 1 cm Muck(A9)(LRR P,T) Marl(Flo)(LRR U) D Other(Explain in Remarks)
D Depleted Below Dark Surface(Al 1) Depleted Ochric(F11)(MLRA 151)
❑ Thick Dark Surface(Al 2) Iron-Manganese Masses(F12)(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) Lj Delta Ochric(F17)(MLRA 151) unless disturbed or problematic.
❑ Sandy Gleyed Matrix(S4) 1�-1 Reduced Vertic(F18)(MLRA 150A,150B)
F1 Sandy Redox(S5) Piedmont Floodplain Soils(F19)(MLRA 149A)
Stripped Matrix(S6) Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C,153D)
Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Project/Site: Waterstone City/County: Orange Sampling Date: 5/9/16
Applicant/Owner: Lennar Carolinas, LLC. State: NC Sampling Point: F-1
Investigator(s): Tomas Will Section,Township,Range: Hillsborough
Landform(hillslope,terrace,etc.): hillslope Local relief(concave,convex,none): concave Slope(%): 5
Subregion(LRR or MLRA): 136 Lat: 36.0380 Long: -79.0886 Datum: NAD1983
Soil Map Unit Name. Herndon silt 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 Vegetation 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
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Area of suspected former land disturbance associated with Waterstone Drive construction
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required:check all that apply) ❑ Surface Soil Cracks(66)
Surface Water(Al) ❑ Aquatic Fauna(B13) ❑ Sparsely Vegetated Concave Surface(138)
l�J High Water Table(A2) 0 Marl Deposits(B15)(LRR U) ❑ Drainage Patterns(B10)
LI Saturation(A3)r_Q1I---If Hydrogen Sulfide Odor(Cl) '_ Moss Trim Lines(B16)1 Water Marks(61) L.l Oxidized Rhizospheres along Living Roots(C3) ❑ Dry-Season Water Table(C2)
Sediment Deposits(132) ❑ Presence of Reduced Iron(C4) ❑ Crayfish Burrows(C8)
Drift Deposits(63) ❑ Recent Iron Reduction in Tilled Soils(C6) ❑ Saturation Visible on Aerial Imagery(C9)
a Algal Mat or Crust(B4) II Thin Muck Surface(C7) 0 Geomorphic Position(D2)
Q� Iron Deposits(135) ❑ Other(Explain in Remarks) ❑ Shallow Aquitard(D3)
u Inundation Visible on Aerial Imagery(137) ❑ FAC-Neutral Test(D5)
a Water-Stained Leaves(69) ❑ Sphagnum moss(D8)(LRR T,U)
Field Observations:
Surface Water Present? Yes No X Depth(inches):
Water Table Present? Yes No x Depth(inches): 8
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. Sampling Point: F-1
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 20 sq It ) %Cover Species? Status
Number of Dominant Species
1. That Are OBL,FACW,or FAC: (A)
2.
Total Number of Dominant
3• Species Across All Strata: (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: (A/B)
6.
7. Prevalence Index worksheet:
8 Total%Cover of: Multiply by:
=Total Cover OBL species x 1 =
50%of total cover: 20%of total cover: FACW species x 2=
Sapling/Shrub Stratum (Plot size: 10 sq ft ) FAC species x 3=
1 Liquidambar styriciflua 10 X FAC FACU species x4=
2 Unidentified sapling UPL species x 5=
3 Column Totals: (A) (B)
4• Prevalence Index =B/A=
5• Hydrophytic Vegetation Indicators:
6. II 1 -Rapid Test for Hydrophytic Vegetation
7• II 2-Dominance Test is>50%
8. II 3-Prevalence Index is:53.01
25 =Total Covera 1 Problematic Hydrophytic Vegetation (Explain)
50%of total cover: 20%of total cover:
Herb Stratum (Plot size: 10 sq ft ) 'indicators of hydric soil and wetland hydrology must
1 Typha latifolia 20 X FAC be present,unless disturbed or problematic.
2 Phragmites australis 10 X FACW Definitions of Four Vegetation Strata:
3 unidentified grass
Tree—Woody plants,excluding vines,3 in.(7.6 cm)or
4. more in diameter at breast height(DBH),regardless of
5 height.
6• Sapling/Shrub—Woody plants,excluding vines,less
7, than 3 in.DBH and greater than 3.28 ft(1 m)tall.
8. Herb—All herbaceous(non-woody)plants,regardless
g, of size,and woody plants less than 3.28 ft tall.
10. Woody vine—All woody vines greater than 3.28 ft in
11. height.
12.
30 =Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5 Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes X No
Remarks: (If observed,list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

SOIL Sampling Point: F-1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Tvge Loc Texture Remarks
0-3 5YR 3/1 100 loam
3-6 7.5YR 4/1 90 5YR 5/6 10 silt loam
6-12 7.5YR 5/1 90 5YR 5/6 10 silt loam
'Type: 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':
0 Histosol(A1) Polyvalue 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)
0 Hydrogen Sulfide(A4) 0 Loamy Gleyed Matrix(F2) Piedmont Floodplain Soils(F19)(LRR P,S,T)
Stratified Layers(A5) Depleted Matrix(F3) u Anomalous Bright Loamy Soils(1720)
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) T❑1 Red Parent Material(TF2)
Muck Presence(A8)(LRR U) Redox Depressions(F8) u Very Shallow Dark Surface(TF1 2)
1 cm Muck(A9)(LRR P,T) Marl(1710)(LRR U) D Other(Explain in Remarks)
0 Depleted Below Dark Surface(All 1) Depleted Ochric(F11)(MLRA 151)
Thick Dark Surface(Al2) 0 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.
n 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(F20)(MLRA 149A,153C,153D)
Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Waterstone Orange Sam 5/9/16
Project/Site: City/County: piing Date:
Applicant/Owner: Lennar Carolinas, LLC. State: NC Sampling Point: G-1
Investigator(s): Tomas Will Section,Township,Range: Hillsborough
Landform(hillslope,terrace,etc.): hillslope Local relief(concave,convex,none): concave Slope(%): 5
Subregion(LRR or MLRA): 136 Lat: 36.0380 Long: -79.0875 Datum: NAD1983
Soil Map Unit Name: Herndon silt 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 Vegetation 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
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data form for wetlands G and H
Riparian wetlands
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required:check all that apply) ill❑ Surface Soil Cracks(66)
Surface Water(Al) El Aquatic Fauna(613) Sparsely Vegetated Concave Surface(138)
High Water Table(A2) IT--- Marl Deposits(B15)(LRR U) Drainage Patterns(1310)
T1
II Saturation(A3) 1 Hydrogen Sulfide Odor(Cl) �_ Moss Trim Lines(B16)
II Water Marks(61) L1 Oxidized Rhizospheres along Living Roots(C3) ❑ Dry-Season Water Table(C2)
Sediment Deposits(82) 1❑f Presence of Reduced Iron(C4) ❑ Crayfish Burrows(C8)
_ Drift Deposits(133) LJ Recent Iron Reduction in Tilled Soils(C6) ❑ Saturation Visible on Aerial Imagery(C9)
a Algal Mat or Crust(134) Thin Muck Surface(C7) 0 Geomorphic Position(D2)
Iron Deposits(135) 8 Other(Explain in Remarks) f] Shallow Aquitard(D3)
a Inundation Visible on Aerial Imagery(67) 0 FAC-Neutral Test(D5)
Q Water-Stained Leaves(139) ❑ Sphagnum moss(D8)(LRR T,U)
Field Observations:
Surface Water Present? Yes No X Depth(inches):
Water Table Present? Yes x No Depth(inches): 6
Saturation Present? Yes x No Depth(inches): 3 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. Sampling Point: G-1
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 20 sq ft ) %Cover Species? Status
Number of Dominant Species
1 Liquidambar styraciflua 15 X FAC That Are OBL,FACW,or FAC: (A)
2' Total Number of Dominant
3• Species Across All Strata: (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: (A/B)
6.
7.
Prevalence Index worksheet:
8 Total%Cover of: Multiply by:
25 =Total Cover OBL species x 1 =
50%of total cover: 20%of total cover: FACW species x 2=
Sapling/Shrub Stratum (Plot size: 10 sq ft ) FAC species x 3=
1 Liriodendron tulipifera 10 X FAC FACU species x 4=
2 UPL species x 5=
3 Column Totals: (A) (B)
4• Prevalence Index =B/A=
5. Hydrophytic Vegetation Indicators:
6.
1 -Rapid Test for Hydrophytic Vegetation
7. 2-Dominance Test is>50%
8• II 3-Prevalence Index is s3.0'
10 =Total Cover
II Problematic Hydrophytic Vegetation (Explain)
50%of total cover: 20%of total cover:
Herb Stratum (Plot size: 10 sq ft )
Indicators of hydric soil and wetland hydrology must
1 Arundinaria gigantea 10 X FACW be present,unless disturbed or problematic.
2 Smilax rotundifolia 10 X FAC Definitions of Four Vegetation Strata:
3' Tree—Woody plants,excluding vines,3 in.(7.6 cm)or
4. more in diameter at breast height(DBH),regardless of
5 height.
6• Sapling/Shrub—Woody plants,excluding vines,less
7. than 3 in.DBH and greater than 3.28 ft(1 m)tall.
8. Herb—All herbaceous(non-woody)plants,regardless
9. of size,and woody plants less than 3.28 ft tall.
10. Woody vine—All woody vines greater than 3.28 It in
11. height.
12.
40 =Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5. T Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes X No
Remarks: (If observed,list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

• SOIL Sampling Point: G-1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Tvae Loc Texture Remarks
0-3 2.5YR 4/1 100 loam
3-6 5YR 6/2 90 2.5YR 5/6 10 loam
6-12 5YR 6/2 80 2.5YR 5/6 20 silt loam
'Type: 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':
❑ Histosol(Al) Polyvalue Below Surface(S8)(LRR S,T,U) 1 cm Muck(A9)(LRR O)
QHistic Epipedon(A2) f, Thin Dark Surface(S9)(LRR S,T,U) 2 cm Muck(A10)(LRR S)
Black Histic(A3) 1H Loamy Mucky Mineral(F1)(LRR O) T-I Reduced Vertic(F18)(outside MLRA 150A,B)
❑ Hydrogen Sulfide(A4) ❑ Loamy Gleyed Matrix(F2) -nu Piedmont Floodplain Soils(F19)(LRR P,S,T)
UStratified Layers(A5) ✓ Depleted Matrix(F3) u Anomalous Bright Loamy Soils(F20)
Organic Bodies(A6)(LRR P,T,U) Redox Dark Surface(F6) (MLRA 153B)
Q 5 cm Mucky Mineral(A7)(LRR P,T,U) Depleted Dark Surface(F7) TI❑� Red Parent Material(TF2)
TU Muck Presence(A8)(LRR U) Redox Depressions(F8) LJ Very Shallow Dark Surface(TF1 2)
f] 1 cm Muck(A9)(LRR P,T) ❑ Marl(F10)(LRR U) D Other(Explain in Remarks)
D Depleted Below Dark Surface(A11) n Depleted Ochric(F11)(MLRA 151)
0 Thick Dark Surface(Al2) n Iron-Manganese Masses(F12)(LRR O,P,T) 3Indicators of hydrophytic vegetation and
UCoast Prairie Redox(A16)(MLRA 150A) Umbric Surface(F13)(LRR P,T,U) wetland hydrology must be present,
Sandy Mucky Mineral(61)(LRR O,S) U Delta Ochric(F17)(MLRA 151) unless disturbed or problematic.
.❑ Sandy Gleyed Matrix(S4) Reduced Vertic(F18)(MLRA 150A,15013)
QSandy Redox(S5) Piedmont Floodplain Soils(F19)(MLRA 149A)
Stripped Matrix(S6) Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C,153D)
Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

1
WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Project/Site: Waterstone City/County: Oran a Sampling Date:
Applicant/Owner: Lennar Carolinas, LLC. State: NC Sampling Point: J-1
Investigator(s): Tomas Will Section,Township,Range: Hillsborough
Landform(hillslope,terrace,etc.): hillslope Local relief(concave,convex,none): Concave Slope(%): 5
Subregion(LRR or MLRA): 136 Lat: 36.0398 Long: -79.0914 Datum: NAD1983
Soil Map Unit Name: Herndon silt 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 Vegetation 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
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data form for wetlands I and J
Riparian wetlands located near culverts that carry streams off the subject property
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required:check all that aooly) ❑ Surface Soil Cracks(136)
❑ Surface Water(Al) El Aquatic Fauna(613) Sparsely Vegetated Concave Surface(138)
LI High Water Table(A2) 0 Marl Deposits(615)(LRR U) � Drainage Patterns(1310)
✓❑ Saturation(A3) LJ Hydrogen Sulfide Odor(C1) ❑ Moss Trim Lines(B16)
❑_ Water Marks(B1) ❑ Oxidized Rhizospheres along Living Roots(C3) 0 Dry-Season Water Table(C2)
Sediment Deposits(B2) Presence of Reduced Iron(C4) -0 Crayfish Burrows(C8)
_ Drift Deposits(B3) L-I Recent Iron Reduction in Tilled Soils(C6) ❑ Saturation Visible on Aerial Imagery(C9)
a Algal Mat or Crust(134) Thin Muck Surface(C7) 0 Geomorphic Position(D2)
a Iron Deposits(135) Other(Explain in Remarks) Q Shallow Aquitard(D3)
Q Inundation Visible on Aerial Imagery(137) Q FAC-Neutral Test(D5)
Q Water-Stained Leaves(B9) Q Sphagnum moss(D8)(LRR T,U)
Field Observations:
Surface Water Present? Yes No X Depth(inches):
Water Table Present? Yes No x Depth(inches): 6
Saturation Present? Yes x No Depth(inches): 3 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. Sampling Point: J-1
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 20 sq ft ) %Cover Species? Status Number of Dominant Species
1 15 X FAC That Are OBL,FACW,or FAC: (A)
2.
Total Number of Dominant
3. Species Across All Strata: (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: (A/B)
6.
Prevalence Index worksheet:
7.
Total%Cover of. Multiply by:
8.
25 =Total Cover OBL species x 1 =
50%of total cover: 20%of total cover: FACW species x 2=
Sapling/Shrub Stratum (Plot size: 10 sq ft ) FAC species x 3=
1 Quercus nigra 10 X FAC FACU species x 4=
2 Liquidambar sytraciflua 10 X FAC UPL species x 5=
Column Totals: (A) (B)
3.
4• Prevalence Index =B/A=
5• Hydrophytic Vegetation Indicators:
6. II 1 -Rapid Test for Hydrophytic Vegetation
7. II 2-Dominance Test is>50%
8. II 3-Prevalence Index is s3.0'
10 =Total Cover II Problematic Hydrophytic Vegetation'(Explain)
50%of total cover: 20%of total cover:
Herb Stratum (Plot size: 10 sq ft ) 'Indicators of hydric soil and wetland hydrology must
1 Arundinaria gigantea 10 X FACW be present,unless disturbed or problematic.
2 Smilax rotundifolia 10 X FAC Definitions of Four Vegetation Strata:
3 Osmunda cinnamomea 5 FACW+
Tree—Woody plants,excluding vines,3 in.(7.6 cm)or
4, more in diameter at breast height(DBH),regardless of
5 height.
6. Sapling/Shrub—Woody plants,excluding vines,less
7 than 3 in.DBH and greater than 3.28 It(1 m)tall.
8. Herb—All herbaceous(non-woody)plants,regardless
g of size,and woody plants less than 3.28 ft tall.
10. Woody vine—All woody vines greater than 3.28 ft in
11. height.
12-
40 =Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5. Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes X No
Remarks: (If observed,list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

w
SOIL Sampling Point: J-1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Tyae Loc Texture Remarks
0-3 2.5YR 4/1 100 loam
3-6 5YR 6/2 90 2.5YR 5/6 10 loam
6-12 5YR 6/2 80 2.5YR 5/6 20 silt 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':
0 Histosol(Al) Polyvalue Below Surface(S8)(LRR S,T,U) 1 cm Muck(A9)(LRR O)
Q Histic Epipedon(A2) f Thin Dark Surface(S9)(LRR S,T,U) 2 cm Muck(A10)(LRR S)
Jf
1LBlack Histic(A3) 1L"JI Loamy Mucky Mineral(F1)(LRR O) Reduced Vertic(F18)(outside MLRA 150A,B)
0 Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) TTII Piedmont Floodplain Soils(F19)(LRR P,S,T)
UStratified Layers(A5) ✓ Depleted Matrix(173) u Anomalous Bright Loamy Soils(1720)
Organic Bodies(A6)(LRR P,T,U) Redox Dark Surface(F6) (MLRA 15313)
0 5 cm Mucky Mineral(A7)(LRR P,T,U) Depleted Dark Surface(F7) T❑ Red Parent Material(TF2)
Muck Presence(A8)(LRR U) Redox Depressions(F8) D Very Shallow Dark Surface(TF1 2)
❑ 1 cm Muck(A9)(LRR P,T) Marl(F10)(LRR U) 1:1 Other(Explain in Remarks)
D Depleted Below Dark Surface(A11) Depleted Ochric(F11)(MLRA 151)
Thick Dark Surface(Al2) F1 iron-Manganese Masses(F12)(LRR O,P,T) 3Indicators of hydrophytic vegetation and
UCoast Prairie Redox(A16)(MLRA 150A) QUmbric Surface(F13)(LRR P,T,U) wetland hydrology must be present,
Sandy Mucky Mineral(S1)(LRR O,S) JLJ Delta Ochric(F17)(MLRA 151) unless disturbed or problematic.
D Sandy Gleyed Matrix(S4) Reduced Vertic(F18)(MLRA 150A,150B)
QSandy Redox(S5) Piedmont Floodplain Soils(F19)(MLRA 149A)
Stripped Matrix(S6) Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C,153D)
D Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Project/Site: Waterstone City/County: Orange Sampling Date: 5/9/16
Applicant/Owner: Lennar Carolinas, LLC. State: NC Sampling Point: M-1
Investigator(s): Tomas Will Section,Township,Range: Hillsborough
Landform(hillslope,terrace,etc.): hillslope Local relief(concave,convex,none): Concave Slope(%): 2
Subregion(LRR or MLRA): 136 Lat: 36.0389 Long: -79.0895 Datum: NAD1983
Soil Map Unit Name: Herndon silt 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 Vegetation 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
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
Data form for wetlands M and L
Riparian wetlands
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two reouired)
Primary Indicators(minimum of one is required:check all that apply) ❑n Surface Soil Cracks(B6)
❑ Surface Water(Al) ❑ Aquatic Fauna(B13) bI Sparsely Vegetated Concave Surface(138)
�Q High Water Table(A2) 1❑f Marl Deposits(B15)(LRR U) Drainage Patterns(B10)
IJ Saturation(A3) 1L�-If Hydrogen Sulfide Odor(C1) _ Moss Trim Lines(B16)
tI�—II Water Marks(61) LJ Oxidized Rhizospheres along Living Roots(C3) ❑ Dry-Season Water Table(C2)
Sediment Deposits(132) 0 Presence of Reduced Iron(C4) ❑ Crayfish Burrows(C8)
_ Drift Deposits(133) LJ Recent Iron Reduction in Tilled Soils(C6) ❑ Saturation Visible on Aerial Imagery(C9)
II Algal Mat or Crust(B4) II Thin Muck Surface(C7) II Geomorphic Position(D2)
II Iron Deposits(135) II Other(Explain in Remarks) 0 Shallow Aquitard(D3)
a Inundation Visible on Aerial Imagery(137) 0 FAC-Neutral Test(135)
u Water-Stained Leaves(139) 0 Sphagnum moss(D8)(LRR T,U)
Field Observations:
Surface Water Present? Yes No X Depth(inches):
Water Table Present? Yes X No Depth(inches): 6
Saturation Present? Yes x No Depth(inches): 2 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. Sampling Point: M-1
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 20 sq ft ) %Cover Species? Status
Number of Dominant Species
1 Liquidambar styraciflua 15 X FAC That Are OBL,FACW,or FAC: (A)
2 Acer rubrum 10 X FAC
Total Number of Dominant
3 Species Across All Strata: (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: (A/B)
6.
7 Prevalence Index worksheet:
$ Total%Cover of: Multiply by:
25 =Total Cover OBL species x 1 =
50%of total cover: 20%of total cover: FACW species x 2=
Saplina/Shrub Stratum (Plot size: 10 sq ft ) FAC species x 3=
1 Liquidambar styraciflua 15 X FAC FACU species x 4=
2 Ulmus americana 10 X FACW UPL species x 5=
3 Unidentified sapling Column Totals: (A) (B)
4• Prevalence Index =B/A=
5. Hydrophytic Vegetation Indicators:
6. 0 1 -Rapid Test for Hydrophytic Vegetation
7. 2-Dominance Test is>50%
8. II 3-Prevalence Index is s3.0'
25 =Total Cover
❑, Problematic Hydrophytic Vegetation (Explain)
50%of total cover: 20%of total cover:
Herb Stratum (Plot size: 10 sq ft )
Indicators of hydric soil and wetland hydrology must
1 Smilax rotundifolia 10 X FAC be present,unless disturbed or problematic.
2 Toxicodendron radicans 10 X FAC Definitions of Four Vegetation Strata:
3 Osmunda cinnamomea 5 FACW+
Tree—Woody plants,excluding vines,3 in.(7.6 cm)or
4. more in diameter at breast height(DBH),regardless of
5 height.
6. Sapling/Shrub—Woody plants,excluding vines,less
7. than 3 in.DBH and greater than 3.28 It(1 m)tall.
8. Herb—All herbaceous(non-woody)plants,regardless
9. of size,and woody plants less than 3.28 ft tall.
10. Woody vine—All woody vines greater than 3.28 ft in
11. height.
12.
25 =Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5. Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes X No
Remarks: (If observed,list morphological adaptations below).
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

•
SOIL Sampling Point: M-1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Tvae Loc Texture Remarks
0-2 5YR 4/1 100 loam
2-6 5YR 5/1 90 2.5YR 5/6 10 silt loam
6-12 5YR 6/1 90 2.5YR 5/6 10 silt loam
'Type: 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':
❑ Histosol(Al) ❑ Polyvalue Below Surface(S8)(LRR S,T,U) 1 cm Muck(A9)(LRR O)
J, Histic Epipedon(A2) Thin Dark Surface(S9)(LRR S,T,U) 2 cm Muck(A10)(LRR S)
1L"JI Black Histic(A3) Loamy Mucky Mineral(F1)(LRR O) Reduced Vertic(F18)(outside MLRA 150A,B)
❑ Hydrogen Sulfide(A4) ❑ Loamy Gleyed Matrix(F2) I Piedmont Floodplain Soils(F19)(LRR P,S,T)
Stratified Layers(A5) ✓ Depleted Matrix(F3) 0 Anomalous Bright Loamy Soils(F20)
Organic Bodies(A6)(LRR P,T,U) Redox Dark Surface(F6) (MLRA 1538)
f 1 5 cm Mucky Mineral(A7)(LRR P,T,U) Depleted Dark Surface(F7) T❑l Red Parent Material(TF2)
D Muck Presence(A8)(LRR U) Redox Depressions(F8) LJ Very Shallow Dark Surface(TF1 2)
II 1 cm Muck(A9)(LRR P,T) Marl(F10)(LRR U) 1:1 Other(Explain in Remarks)
D Depleted Below Dark Surface(Al 1) Depleted Ochric(F11)(MLRA 151)
Thick Dark Surface(Al 2) n Iron-Manganese Masses(F12)(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)
D Sandy Redox(S5) Piedmont Floodplain Soils(F19)(MLRA 149A)
D Stripped Matrix(S6) Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C,153D)
D Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes X No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

f '
Aria
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
Date Received
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)
1a. Name(s)on Recorded Deed SLF II NC WATERSTONE LLC
1 b. Responsible Party(for LLC)
1c. Mailing Address 5949 Sherry Lane, Suite 1750, Dallas, TX 75225
1d. Telephone Number 1e. Email Address
2. Location of Project Site-please include the county, nearest named town and highway number:
3. Has anyone from DWQ visited the site? I N I Staff Name Date of Visit?
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 [e-mail]
5. Project and Site Information
5a. Name of project Waterstone 5b. County Orange
5c. Nearest Named Stream Cates Creek 5d. River Basin Neuse
5e. Provide a brief description of this project(attach site plan if available):
This site is 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 Note:Submittals on Friday after 12:00 pm will be
Raleigh, NC 27699-1628 stamped as received on the next business
Fax: [phone] day.
Email: sara.kniesd_)ncdenr.gov
Please contact the Raleigh Regional Office at(919) 791-4200 if you have any questions.
For DWR Staff. Email following documents to applicant:
0 Riparian Buffer Authorization & Help Document 0 PCN & PCN Checklist
= Session Law 2012-200 = Minor/Major Variance

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WATERSTONE DUE DILIGENCE
Waterstone Drive
Hillsborough, North Carolina 27278
PREPARED FOR: Lennar Carolinas
SPANGLER PROJ. MGR: Jim Spangler DATE: 5/23/2016
ENVIRONMENTAL �NC. DRAWN BY: Adam Rieder PROJ. #: 201604041

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USGS SITE LOCATION MAP
WATERSTONE DUE DILIGENCE
Waterstone Drive
Hillsborough, North Carolina 27278
PREPARED FOR: Lennar Corporation
PANG E PROJ. MGR: Jim Spangler DATE: 5/23/2016
ENVIRONMENTAL, INC, DRAWN BY: Adam Rieder PROJ. #: 201604041

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Waterstone Drive SPANGLER Paper-bound Soil Survey Map
ENVIRONMENTAL. INC_
Hillsborough, NC 4338 Bland Road Raleigh, NC 27609 map source:
April, 2016 919-875-4288 USDA 1977 Orange County Soil Survey

Image Provided By Spangler Environmental,Inc.
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NRCS WEB SOIL SURVEY MAP
WATERSTONE DUE DILIGENCE
Waterstone Drive
Hillsborough, North Carolina 27278
PREPARED FOR: Lennar Carolinas
SPANGLER PROJ. MGR: Jim Spangler DATE: 5/23/2016
ENVIRONMENTAL INC, DRAWN BY: Adam Rieder PROJ. #: 201604041

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Intermittent Stream ..
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Waterstone Drive SPANGLER Delineation Map
ENVIRONMENTAL,INC.
Hillsborough, NC 4338 Bland Road Raleigh, NC 27609 map source:
July, 2016 919-875-4288 nc one map orthoimagery

A
NC DWQ Stream Identification Form Version 4.11
Date: 5/19/16 Pro'ect/Site Latitude:
1 Waterstone �
Evaluator: Tomas Will I County: Orange g Longitude
Total Points: -7 -7 --� Stream Det circle one) Other
Stream is at feast intermittent Hillsborough
if Z 19 or perennial rf>_30• `- ' - Ephemeral Intermitter Perennial e.g. quad Name:
A. Geomorphology (3uhtot2.1 = } F-Absent T-_Weak Moderate Strong
-- -
1 a Continuity of channel bed and bank p -�- 1 2 3 i
-_. --- -
2. Sinuosity of channel a!ohg thalweg
i p �- 1
- 2 3
3. In-channel structure:ex. riffle-pool,step-pool, i ripple-pool sequence 0
-2
1 3
I �}
4, Particle size of stream substrate 0 1
5.Active/relict floodplain 0 2 _ 3
--------- ----- --------
6. Depositional bars or benches 0 - 1
7. Recent alluvia!deposits 0 1 2 3
S. --
eadcuts ,�' � 1 2 3
9. Grade control - -- 05
- -- - 5 ---
10. Natural valley 0 0.5 1 ' I 1 5
11. Second or greater order channel __ 'No=0 Yes-3
-see- --------------- -- --- ---...-...-- ---- --
artificial ditches are not rated,see discussion manual -
B. Hydrology (Subtotal
12. Presence of Baseflow 0 2 3
( 13. Iron oxidizing bacteria 0' 1 2
14. ea litter 1.5 4 1 0.5 0
j 15. Sediment on plants or debris ! 0.5 1 I _ 1.5
16.Organic debris lines or piles 0 0.5 1 1.5
E 17. Soil based evidence of high water table? No=0 11 Yes=3
C. Biology,. Subtotal =
18. Fibrous roots in streambed3 2 1 0
19. Rooted upland plants in streambed 3 2 1 0
20. Macrobenthos(note diversity and abundance) 0 i 1 2 3
21.Aquatic Mollusks 0 1 2 3
_ _- - -- --- - --- -------------
22, Fish t) 0.5 1 1.5
23. Crayfish
0
--------------- .5 1 1.5
24.Amphibians 0.4 0.5 1 1.5
25. Algae �_____ 0 0 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:
E _.

NC DWQ Stream Identification Form Version 4.11
Date: 5/19/16 - Project/Site: Waterstone Latitude: ?I (?
Evaluator: Tomas Will County: Orange Longitude:
I 7L
Total Points: g-^ termination(circle one Other g
Stream is at least intermittent 1 Hillsborou h
f z 19 or perennial if>30' t Ephemeral Intermittent Perennial I e g. Quad Name:
A. Genmor,-hology (Subtotal = k� Absent Weak Moderate Stro nqn
_
1° Continuity of channel bed and bank j 0 -
1
- - _---- ------------------ _
2. Sinuosity of channel along thalweg 0 1` I -- 2 3
I
3. In-channel structure:ex. riffle-pool, step-pool,
n le- ooi-,sequence i 0 1 2 3
4 Particle size of stream substrate0 1 2 3
-------- --r -
5.Active/relict floodplain II 0 ?, 2 3
6. Depositional bars or benches p'r 2 3
7. Recent alluvial deposits i 0 1° 3
8. Headcuts 0 1 2 3
--- _-
9.Grade control -
0
10. Natural valley 0 0.5 1 1.5
- - --
11. Second or greater order channel No=0 Yes=3
- ------ ----------------- ---- - - - --
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal
12. Presence of Baseflow j 0 1 213. 3
14. Iron oxidizing pm`ddizing bacteria r 1 2 3
r --r 1 5 1 - 0.50
-- - - - �
15. Sediment on plants or debris 0 0.5 1 II 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
C. Biology (Subtotal
118. Fibrous roots in streambed 3 1
19. Rooted upland plants in streambed 2 1
20. Macrobenthos(note diversity and abundance) j ,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 1.5
24.Amphibians b? 0.5 1 1.5
25. '
Algae ,0 0 5 1 1.5
AI9 --
-----
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 tither=Q
'perennial streams may also be identified using other methods.See p 35 of manual
Notes:
Sketch:
/V

NC DWQ Stream Identification Form Version 4.11
Date: 5119/16 Project/Site: Waterstone Latitude: 3 -,,;7 ,7
Evaluator: Tomas Will County: Orange Longitude: _
Total Points: Stream Dete n circle one) Other —
Stream s at least intermittent Ephemeral eaDetermittent erennial e Other
Hillsborough
if>19 ornerenniai if>30• I 9
-- - —
A Geomorphology Suht� , Absent Weak —� Moderate Stm---na
_
1° Continuity of channel bed and bank p 1 — - .. --
---— --._.. — ------ -------- — — - - — -
2 Sinuosity of channel along th3!.', ,, p , - 3
_. .._ —
13. In-channel structure. ex riffle-pool, stag-pool 0 � 1 -:� # 3
ri le- ool sequence —
_ —
� 4 Particle size of stream substrate� p — , \.i 2 3
j 5.Active/relict floodplain 0 1 2
r--- ------------ — - --
j 6. Depositional bars or benches 0 1 ) 2 3
— - - — —--- ------- -—
7. Recent alluvial deposits 0 1 2 3
- —
18. Headcuts 0 > 2 3
------ - --..--------------------------— .._..- _
9 Grade control —r 0 0 5�--— 1 — —j-----1 5
--F-- -
10. Natural valley 0 0,5 11} 15
11 Second or greater order channel ' No=0`' Yes=3
artificial ditches are not rated,see discussions in manual
B. Hydrology (Subtotal
—_.— .. --.._.. r .
12. Presence of Baseflow 0 ('2) 3
1
13. Iron oxidizing bacteria 4J ( 1 2 3
----- — --- — — ---
14 Leaf litter 0.5 0
15 Sediment on plants or debris 00".5 > 1 1 5
16. Organic debris lines or piles _ 0 0 5 �— 11.5
1 r. Soli-based evidence of high water table? — No=0 �--mss_3 'l
C. Biology (Subtotal =
i 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 r 1 2 3
21 Aquatic Mollusks -— — 0 1 2 3
22. Fish0 , 0.5 1 1.5
23 Crayfish 0 0.5 1 1.5
24.Amphibians0 0.5 1 1.5
— -- r —
25.Algae 0, 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75: OBL= 1 5 Stther=_6
'perennial streams may also be identified using other methods.See p.35 of manual
Notes: —
Sketch:
�; Win•.. --�"

NC PWQ Stream Identification Form Version 4,12
Date: 5/19/16 ProjecVSite: Waterstone Latitude:
Evaluator: Tomas Will County: 0 ra n g e Longitude- -7
Total Points;
Stream is at least mtermirent Stream Dete,_aujjoQZ0TrjrircIe one) Other Hilalsborough
if?19 of perennial if��30* Ephemeral Intermittent Perennial e g. Quad)Vme:
AGenmornhnI(,(j,,, A T-------
eak
----------_.-I.------—-------—--------
Modpritp Strong
---------------
1� Continuity of channel bed and bank 2 3
2. Sinuosity of channei a!ong thalw0 eg 3
2 3
3. In-channel structure� ex riffle pool, step-p_001.
- r iP_PLe-_Pi�q!_s�euent?� 2 3
--_-----------
4, Particle size of stream substrate 0 1,. 2 3
5.Active/reli�i floodplain —-------—---- 0 2 3
--6—--------------
. Depositional bars or benches 2— 3
7 Recent alluvial deposits 0 2 3
8. Headcuts 0.. 2 3
.....—------
9. Grade control 0 . 0,5 _1 1.5
10. Natural valley 0____ -5 1 1.5
11. Second or greater order channel No='07-- Yes=_3
................. .......
e discussioas in manual
artificial —---—------
.B..Hydrology (Subtotal=
_
12. Presence of Baseflow
0 ti 2 3
13, Iron oxidizing bacteria -----------------
14. Leaf litter 2 3
0,5 0
15,Sedirnen�on—plants or debris 0 0.5
1�5
.............. t___.......
16. Organic debris lines or piles
O'� O 5
17, Soil-based_evidence of high water table? — ...
No=0 Yes=3'
C. Biology (Subtotal
18. Fibrous roots in streambed 2 0
19. Rooted upland plants in stream2 0
W Macrobenthos(note diversity and abundance) 1 2 3
21.Aquatic Mollusks Oi
1 2 3
22. Fish 0
23. Crayfish -.----_. __.. _' O�1 0.5 u. 7
_ _5
24.Amphibians0.5 1"
1.5
25.Algae -----------
0.5 1 1.5
26.Weiland_-plan'Is in streambed FAC_W 0,75; OBL;=]:,,��O_tker
*Perennial streams may also be identified using other methods.See p.'15 of manual
Notes:
Sketch:
iL