2 Historical

ROY COOPER
,;,. ..
d:`•
MICHAEL S. REGAN
Water Resources S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY
Date Received 3&S
DWR Use Only:Project 0--19-0�
Buffer Determination Request Form
Property Owner Information
1.Owner Information
1 a.Name(s)on Recorded Deed Roy Noble Heirs
1b.Responsible Party(for LLC) Lee Jacob Anderson(buyer)
Ic.Mailing Address 7208 Falls of Neuse Rd.,Suite 101,Raleigh,NC 27615
Id.Telephone Number 919-239-9486 T le.Email Address I iacob!walliance_rouonacom
Address of Property:2337 HATHAWAY ROAD,RALEIGM NC 27608
Project Description(attach plan if available):single family residence
Consultant/Agent Information
4.Agent/Cortsultant Information
4a.Name,Company Bob Zar ecki,Soil&Environmental Consultants,PA (S&ECJ
4b.Mailing address 8412 Falls ofNeuse Road,Suite 104,Raleigh,NC 27615
4c.Telephone no. 919-846-5900 4d.Email address hmrzecAiiti.eandeL•.cnm
5.Project and Site Information
5a.Name of project 2337 Hathaway Rd.•Raleigh 5b.County Wake
5c,Nearest Named Stream Southeast Prong Beaverdam Creek 5d.River Basin Neuse
6.Has anyone from DWR visited the site? I Y/N I No I Staff Name I n/a I Date of Visit? a/a
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http:/Iportal.ncdem.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

2337 Hathaway Rd
t — - Raleigh NC
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• PIN:O]9e9B1644
PIN000
Real Estate 0050883
- J { Map Name:0794 08
Jj rt I Owner NOBLE,ROY HEIRS
Mal Address 1:2337 HATHAWAY RD
Mail Address 2:RALEIGH NC 2760&2062
Mail Address 3:
/ y ° '? flunpwey Ro nA Deed Book
r Dead Page:
i► �-.J /r
/ Dee Date:12/302016/ Deed
Acres:0.e:$
1 T — Building Value:t.750 0
i I J Land Value:$386650
Total Valve:$635b0u
Description:
Class:OTS52
Description:LOTS 52&53
_ _ \ Iia Site Address.EIG 2337 HATHAWAY RD
City:r ALship I al
Township:Year Built 1951
Sale Price:$0
BFAV ROAM -"I ` M Sale Date:
Use Type StyleN LFAM
Conventional
two
Design ass::Comentionel
�- Old Class:..W, E Less Then 10 Acres
Old Parcel Number:EO1SE0065-0000
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Real Estate ID:0050983
Map Name:0794 08
Owner:NOBLE,ROV HEIRS
ao 1 Y 3jfi _ _ Mall Address 1:2337 HATHAWAV RD
Mail Address 2:RALEIGH NC 27608-2062
Mail Address 3:
mm °
xao 1 a J oway Rd 3sa i Deed Book.
-- Deed Page:
1a 1e1 Deed Date:12/302016
Deed AcresValue $
LandValue
Value: 6 750 50
Land Value'$615,600
1sn y �f. ■ _ Total Value.$6dividu
p ■ V Billing class:Individual
N
.r � Description LOTS 52&53
Heal Area 06
�I star retake j Site Address:s.23 2337 HATHAWAV RD
City.RALEIGH
c .J ■■■ �` Township:Raleigh
Year BUIM1:1951
Sale Price.$0
SEA DAM- J `
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Use Type.51NGLGAM
r ti Design Style:Conventional
` l Land Class:Residential Less Than 10 Acres
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6 �41 — — Church)8 Rd —
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PAT MCCROY
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DONALD R.VAN DER VAARTRT
/Al .sarer®y
C
S.JAY ZIMMERMAN
o;.nr..
'`• Water Resources
INVIROWIeTAI MAL"
6R ;.
•"1" �a�9 DWR Use Only: Project# g'l�
DatIcei,vv ✓f
Buffer Determination Request Form
w'
r�
M1 ,.
Property Owner Information
1.Oweer hiosrnation
la.Name(s)on Recorded Deed WFINV,LLC
t: 1S.Wesponsible Parry(for LLC) Michael Roach
1 q,Mailing Address 4641 Paragon Park Rd.,Raleigh,NC 27616
.t 1d Teleplitine Number 919-270-5410 le.Email Address [e-mail]
V stddreis of Property: k Rd.
ojept Desc$ption(a ch plan if available): Ecological Engineering,LLP was contracted to provide natural resource inventories,
jdictional a ssesements,.and reporting for the proposed Thales Academy Rolesville project.Three mapped streams were located on
property. Additional site information and figures are provided.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Heather Smith,Ecological Engineering,LLP(for Stewart and Thales Academy)
4b.Mailing address 1151 SE Cary Parkway,Suite 101 Cary,NC 27518
4c.Telephone no. 919-999-0275 c 919-557-0929 0 1 4d.Email address hsmith-@ecolo¢icalene.com
5 ,otproject Thales.4 adatpy Rolesville �• ! 5b.County Wake
.5c.Nearest N!ned Stream • s TWps Creek I 5d.River Basin Neuse
r'- o . •" ' Date of Visit?
8as a}lyo e m DWQ visiCdd the site. :'F N Staff Name i� a
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCgSollftrkef,
Jr Ieajs eturn`4.r&0j" dyNeal
'to* 1 1628 Mail Service Cer er
• Raleigh,NC 27699-48:
1 �� ►> ; Email: nea�ll�@��n�e enr.gov
Please cunt ttft'+R'nlQigh-*#%d11Office at(919)791-4200 if you have any questions.
SA $I 's was , S�� e, flc%,� SA- oz
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Pond a
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Characteristics of Surface Waters within the Study Area
Map ID Field Classification NCD%NCI v4.11 On 2013 On 1970 Wake
Score Stream Flag Numbers USGS? Soil Survey?
SA-1 Start Channel H
SA-2 Stop Channel SAV) A
• Portions are Jurisdictional SA-3 Start Channel /.
Stream A . Portions are Subject to Neuse 24.0 SAA Start Channel Yes 7 Yes �•T"1
Buffers SA-5 Stop Channel Ill
SA-6 Stop Channel 7w of.
SA-7 Start Channel '�• A
Stream 8 . Intermittent SB-1 Start Channel
• Not Subject to Neuse Buffers 21.75 SB-2 TT SA Channel No
SC-1 TT SA Channel N h
SC-2 Start Channel
• Portions are Jurisdictional SC-3 Stop at Pond w
Stream C . Portions are Subject to Neuse 21.0/31.0 SC-4 Start Channel Y Yes G
Buffers SC-5 Stop Channel t�
SC-6 Start Channel I -^`
SC-7 Stop Channel V
SC-8 Start Channel
SD-1 tart Channel
SD-2 Stop Channel
SD-3 Start Channel
. Portions are Jurisdictional SDA Stop Channel
SD-5 Start Channel
Stream D • Portions are Subject to Neuse 23/35.5 SD-6 Stop Channel Ye;
�es
Buffers SD-7 Start Channel
SD-8 Stop Channel
SD-9 Start Channel i
SD-10 TT SC Channel
StreamE . Perennial SE-1 Start Channel
• Not Subject to Neuse Buffers 31.0 SE-2 TT SC Channel No No
StreamE • Intermittent SF-1 Start Channel
• Not Subject to Neuse Buffers 23.0 SF-2 TT SC Channel No No
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Pond flagged as
Wetland A
Pond flagged as /
cc JACKIJONF
�JQ Wetland F (\
f
Portions flagged as Stream A.
Several Ell points. 0 cc
PJ I
98
OPond exists on-site
Portions flagged as Stream C. l
Several Ell points. _
Portions flagged as Stream D.
Several Ell points. l
Prepared by: USGS Vicinity Map .A
Thales Academy Figure
MC CAL Rolesville,Wake County,NC
E Mnone
IN ING 2011 USGS Topographic Quad Rolesville w r

r
�y V V V
Pond flagged as V y V 0
Wetland A ` V `' 0 L- fiend
ra
�i.
V v 4k Ap Pond flagged as r
Portions flagged as Stream A. Wetland F
Several EII points. j -�
82 1.
ar i�4 !' t� Portions flagged as Stream D.
W m B� Several E/I points. I
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an � J ,
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f Portions flagged as Stream C.
Several E/I points.
,. VgC? V
Prepared by: Prepared for. U a
Soils Map
Thales Academy — W�
0 Figure
CAI Rolesville,Wake County,NC NOTe.
r, IN Printed NRCa I Wake County Soil Slimy
•a
Ma SNeels 15 a16 ><
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i�

ROY COOPER
v � MICHAEL S. REGAN
Secremry
/ S. JAY ZIMMERMAN
Water Resources Director
ENVIRONMENTAL QUALITY
Date Received: /.gyp J/� DWR Use Only:Project# g
( Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed N/A(Linear Transportation Project)
Ib.Responsible Party(for LLC) Town of Chapel Hill;ATTN:Jim Orr
lc.Mailing Address 200 Plant Road,Chapel Hill,NC
Id.Telephone Number 919-360-3777 1 le.Email Address I [e-mail]
Address of"Property:Fordham Boulevard—See Figure 1:Vicinity Map
Project Description(attach plan if available): Multimodal multi-use path along Fordham Blvd(US 15-501)from Ridgefield Rd to Willow
Dr,approximately 1,800 feet.Additionally,improve existing multi-use path from Cleland Or to Ridgefield Rd,approximately 1,700 feet.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company William Sullivan,Rimley-Horn
4b.Mailing address 421 Fayetteville St.,Suite 600,Raleigh,NC 27601
4c.Telephone no. 919-677-2113 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project EB-5721 Fordham Blvd 5b.County Orange County
5c.Nearest Named Stream Bolin Creek 5d. River Basin Cape Fear
6.Has anyone from DWQ visited the site? I No Staff Name I n/a I Date of Visit? I n/a
Attach a map of the site indicating project boundaries on the USGS 1:24.000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.nodem.org/webtwq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

Manuel, Vanessa
From: Manuel, Vanessa
Sent: Monday,April 02, 2018 1:25 PM
To: 'Sullivan, William'
Subject: Buffer Determination Request- Project#18-098 (EB-5721 Fordham Blvd)
Categories: Stream/Buffer Determinations
Hi William—
Below is a link to the buffer determination letter for the EB-5721 Fordham Blvd. (#18-098) project. The letter will be
mailed to the Town of Chapel Hill (Attn:Jim Orr)today.
To access the letter,you will need to click on the link. To print the document,you will need to click the Print(as PDF)
icon to download &print.
If you have questions, please feel free to contact me. It was great meeting you again and working with you.
Project# 18-098: httos://edocs.deci.nc.eov/WaterResources/o/doc/651536/Pagel.asox
Vanessa E. Manuel
Environmental Program Consultant
Division of Water Resources—Raleigh Regional Office
Department of Environmental Quality
919 791-4255 office
vanessa.manuelencdenr.00v
Physical: 3800 Barrett Drive, Raleigh, NC 27609
Mailing: 1628 Mail Service Center, Raleigh, NC 27699-1628
%"`"Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

North Carolina Division of Water Quality-Stream Identification Form,Version 4.11
Date: 2/14/2018 Project/Site: EB-5721FordhamBlvd Latitude: 35.924949 �� P(�S Stream S3 �ri- .!A r
Evaluator: J-Hartshorn(Kimley-Horn) County: Orange County Longitude: -79.025467 �4
Total Points: 29 Stream Determination lcir a Other
Stream is at least intermittent Ephemeral Intermitten erennial e.g.Quad Name: Chapel Hill Quad
if a 19 or perennial if z 30
A. Geomorphology Subtotal = 13 Absent Weak Moderate Strong Score
la. Continuity of channel bed and bank 0 1 2 3 3
2. Sinuosity of channel along thalweg 0 1 2 3 0
3. In-channel structure: ex. riffle-pool, step-pool, ripple 0 1 2 3 1
oolse uence
4. Particle size of stream substrate 0 1 2 3 3
5. Active/relic flood lain 0 1 2 3 3
6. Depositional bars or benches 0 1 2 1 3 11
7. Recent alluvial deposits 0 1 2 3 0
8. Headcuts 0 1 2 3 0
9. Grade control 0 0.5 1 1.5 1.5
10. Natural valley 0 0.5 1 1.5 0.5
11. Second or greater order channel No =0 Yes= 3 0
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal = 10
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 0
14. Leaf litter 1.5 1 0.5 0 1.5
15, Sediment on plants or debris 0 0.5 1 1.5 1
16. Organic debris lines or piles 0 0.5 1 1.5 1.5
17. Soil-based evidence of high water table? No = 0 Yes = 3 3
C. Biology Subtotal = 6
18. Fibrous roots in streambed 3 2 1 0 3
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos note diversity and abundance 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Crayfish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 0
25. AI ae 0 0.5 1 1 1.5 0
26. Wetland plants in streambed FACW= 0.75; OBL= 1.5; Other= 0 0
'perennial streams may also be identified using other methods. See p.35 of manual.
Notes:
Stream S3 is a short, perennial channel that carries stormwater from adjacent BKFW: 12'
development. The channel appears to have been dug/dredged to concentrate BKFD: 6'
flow. S3 discharges into Bolin Creek shortly after originating at a culvert outlet. WW: 4-
WD: 2-3'
Substrate: Sand,silt
Clarity: Clear
Flow: Slow

North Carolina Division of Water Quality-Stream Identification Form,Version 4.11
EB-5721 Fordham Blvd �/�Ky�e 't�
Date: 2/14/2018 Project/Site: Stream S4 Latitude: 35.921876
Evaluator: J.Hartshorn(Kimley-Horn) County: Orange County Longitude: -79.025164
Total Points: 30.5 Stream Determination (cir Other
Stream is at least intermittent Ephemeral Intermitten erennial e.g.Quad Name: Chapel HIII
if z 19 or perennial if z 30
A. Geomorphology Subtotal = 14 Absent Weak Moderate Strong Score
la. Continuity of channel bed and bank 0 1 2 3 3
2. Sinuosity of channel along thalweg 0 1 2 3 2
3. In-channel structure: ex. riffle-pool, step-pool, ripple. 0 1 2 3 2
ool se uence
4. Particle size of stream substrate 0 1 2 3 1
5. Active/relic flood lain 0 1 2 3 2
T. Depositional bars or benches 0 1 2 1 3 11
7. Recent alluvial deposits 0 1 2 3 1
8. Headcuts 0 1 2 3 1
9. Grade control 0 0.5 1 1.5 0.5
10. Natural valley 0 0.5 1 1.5 0.5
11. Second or greater order channel No=0 Yes= 3 0
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal = 9.5
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 1
14. Leaf litter 1.5 1 0.5 0 1
15. Sediment on plants or debris 0 0.5 1 1.5 0.5
16. Organic debris lines or piles 0 0.5 1 1.5 1
17. Soil-based evidence of high water table? No=0 Yes= 3 3
C. Biology Subtotal = 7
I& Fibrous roots in streambed 3 2 1 0 3
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos note diversity and abundance 0 1 2 3 0
21. A uatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Crayfish 0 0.5 1 1.5 1
24. Amphibians 0 0.5 1 1.5 0
25. AI ae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW= 0.75; OBL= 1.5; Other=0 0
'perennial streams may also be identified using other methods. See p.35 of manual.
Notes:
Stream S4 is a weak perennial channel that flows into Stream S5 within the BKFW: 2'
study corridor. S4 has an active floodplain and clear streambed. Crayfish were BKFD: i
observed within the channel. WW; 2'
WD: 3"
Substrate: S, Sri, Gr
Clarity: Clear
Flow: Moderate

North Carolina Division of Water Quality-Stream Identification Form, Version 4.11 YY
Date: 2/14/2018 Project/Site: EB-5721 Fordham Wd Latitude: 35.922867 T
Stream S5 � O� P
G
Evaluator: J.Hanshom(Kimley-Horn) County: orange County Longitude: -79.025006 Et
Total Points: 28.5 Stream Determination (cir Other
Stream is at least intermittent Chapel Hill
Ephemeral Intermitten erennial e.g.Quad Name:
if a 19 or perennial if z 30
A. Geomorphology Subtotal = 12 Absent Weak Moderate Strong Score
1a. Continuity of channel bed and bank 0 1 2 3 3
2. Sinuosity of channel alon thalwe 0 1 2 3 1
3. In-channel structure: ex. riffle-pool, step-pool, ripple. 0 1 2 3 1
ool se uence
4. Particle size of stream substrate 0 1 2 3 1
5. Active/relic flood lain 0 1 2 3 2
6. Depositional bars or benches 0 1 2 3 1
7. Recent alluvial deposits 0 1 2 3 0
8. Headcuts 0 1 2 3 1 0
9. Grade control 0 0.5 1 1.5 0
10. Natural valley0 0.5 1 1.5 0
11. Second or greater order channel No: 0 Yes= 3 3
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal = 9
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 0
14. Leaflitter 1.5 1 0.5 0 1.5
15. Sediment on plants or debris 0 0.5 1 1.5 0.5
16. Organic debris lines or piles 0 0.5 1 1.5 1
17. Soil-based evidence of high water table? No =0 Yes = 3 3
C. Biology Subtotal = 7.5
18. Fibrous roots in streambed 3 2 1 0 3
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos note diversity and abundance 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0.5
23. Crayfish 0 0.5 1 1.5 1
24. Amphibians 0 0.5 1 1.5 0
25. AI ae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW= 0.75; OBL= 1.5; Other= 0 0
'perennial streams may also be identified using other methods. See p.35 of manual.
Notes:
Stream S5 is a low quality perennial channel with low flow. S5 appears to have BKFW: 20'
been mechanically manipulated to turn and drain into Bolin Creek in the study BKFD: 4'
area. It appears as though S5 is hydrologically sourced from an offsite pond up WW: 18,
stream. WD: 2'
Substrate: S, Sri, Gr
Clarity: SI turbid
Flow: Slow

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Streams
.i
i
Wetlands
Project Study Area
0 500 1,000
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Figure 3: Jurisdictional Features Map
EB-5721
%P Fordham Blvd Sidewalk Improvements
Chapel Hill, Orange County, NC

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Legend
a Project Study Area
Chapel Hill
0 5,000 10,000 Feet Orange County
49 157
86
57
70
Project Location
S4 86
15
Figure 1: Vicinity Map
EB-5721
CM Fordham Blvd Sidewalk Improvements
NQW Chapel Hill, Orange County, NC

Manuel, Vanessa
From: Sullivan, William <[e-mail]>
Sent: Monday, March 26, 2018 10:11 AM
To: Manuel, Vanessa
Subject: [External] EB-5721 Fordham Blvd Buffer Determination
Categories: Stream/Buffer Determinations ✓R J` _ ��j'�
• emal email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Vanessa,
Thanks for the call.Just to reiterate,we are meeting at 11:00 at 443 Ridgefield Road in Chapel Hill on Thursday, March
29. Let me know if anything changes.
-Willie
William Sullivan
Kimley-Horn 1421 Fayetteville Street, Suite 600, Raleigh, NC 27601
Direct: 919 677 2113 1 Mobile: [phone] www.kimley-horn.com �[/✓'�j�il
")YI

ROY COOPER
Governor
`
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
WaterResources D,, cwr
ENVIRONMENTAL QUALITY
Date Received: DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
la.Name(s)on Recorded Deed N/A(Linear Transportation Project)
16.Responsible Party(for LLC) Town of Chapel Hill;ATTN:Jim Orr
lc.Mailing Address 200 Plant Road,Chapel Hill,NC
Id.Telephone Number 919-360-3777 le.Email Address I [e-mail]
Address of Property:Fordham Boulevard—See Figure 1:Vicinity Map
Project Description(attach plan if available):Multimodal multi-use path along Fordham Blvd(US 15-501)from Ridgefield Rd to Willow
Dr,approximately 1,800 feet.Additionally,improve existing multi-use path from Cleland Dr to Ridgefield Rd,approximately 1,700 feet.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company William Sullivan,Kimley-Hom
4b.Mailing address 421 Fayetteville St.,Suite 600,Raleigh,NC 27601
4c.Telephone no. 919-677-2113 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project EB-5721 Fordham Blvd 5b.County Orange County
5c.Nearest Named Stream Bolin Creek 5d.River Basin Cape Fear
6.Has anyone from D WQ visited the site? I No Staff Name I n/a I Date of Visit? I n/a
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdew.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

AGENT AUTHORIZATION FORM
Name: J//i'l ©�lZ p
Address: i ?(*Vf lei s /Va
Phone: y/9'3(oD 3 77'7
Project Name/Description:EB-5721 —Fordham Boulevard Multi-Use Path
Date: 11Acr
The Department of the Army
U.S.Army Corps of Engineers, Wilmington District
Attention: Ms. Samantha Dailey
Field Office: Raleigh Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The Town of Chapel Hill hereby designates and authorizes Kimley-Horn and Associates, Inc,to act in
my/our behalf as my/our agent solely for the purpose of processing Jurisdictional Determinations,
Section 404 permits/Section 401 Water Quality Certifications applications, and Jordan Lake Water
Supply Watershed Buffer Determinations, and to furnish upon request supplemental information in
support of applications, etc, from this day forward until successful completion of the permitting process
or revocation by the owner.
In addition,I,the undersigned, a duly authorized owner of record of the property/properties identified
herein,do authorize representatives of the Wilmington District,U.S. Army Corps of Engineers(Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations and
issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Authorized this the 2# day of /yAMLI
�11M ©RR
*rin4ropperty Owner's Name Property Owner's Signature
Cc: Karen Higgins
NC Division of Water Resources
401 &Buffer Permitting Unit
1650 Mail Service Center
Raleigh,NC 27699-1650

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r Chapel Hill
0 5,000 10,000 Orange County
Feet
49 157
86
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70
Project Location
54 86
15
Figure 1: Vicinity Map
EB-5721
Fordham Blvd Sidewalk Improvements
Chapel Hill, Orange County, NC

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Figure 2: USGS Topograhic Map
1
Fordham Blvd Sidewalk Improvements
Chapel Hill, Orange County, NC

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Figure 4: NRCS Soil Survey
1
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Chapel Hill, Orange County, NC

North Carolina Division of Water Quality-Stream Identification Form,Version 4.11
Date: 2/14/2018 Project/Site: Ee-5721 Fom S3 Blvd
j Stream S3 Latitude: 35.924949
Evaluator: J.Hanshom(Kimley-Horn) County: Orange County Longitude: -79.025467
Total Points: 29 Stream Determination (ci a Other
Stream is at least intermittent Ephemeral Intermitten erenma e.g.Quad Name: Chapel Hill Quad
if z 19 or perennial if z 30
A. Geomorphology Subtotal= 13 Absent Weak Moderate Strong Score
10. Continuity of channel bed and bank 0 1 2 3 3
2. Sinuosity of channel along thalweg 0 1 2 3 0
3. In-channel structure: ex. riffle-pool, step-pool, ripple 0 1 2 3 1
ool se uence
4. Particle size of stream substrate 0 1 2 3 3
5. Active/relic flood lain 0 1 2 3 3
6. Depositional bars or benches 0 1 2 3 1
7. Recent alluvial deposits 0 1 2 3 0
8. Headcuts 0 1 2 3 0
9. Grade control 0 0.5 1 1.5 1.5
10. Natural valley 0 0.5 1 1.5 0.5
11. Second or greater order channel No=0 Yes= 3 0
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal= 10
12. Presence of Baseflow 0 1 2 3 3
13 Iron oxidizing bacteria 0 1 2 3 0
14. Leaf litter 1.5 1 0.5 0 1.5
15. Sediment on plants or debris 0 0.5 1 1.5 1
16. Organic debris lines or piles 0 0.5 1 1.5 1.5
17. Soil-based evidence of high water table? No=0 Yes= 3 3
C. Biology Subtotal = 6
18. Fibrous roots in streambed 3 2 1 0 3
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos note diversity and abundance 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Crayfish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 0
25. AI ae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW= 0.75; OBL= 1.5; Other=0 0
'perennial streams may also be identified using other methods. See p.35 of manual.
Notes:
Stream S3 is a short, perennial channel that carries stormwater from adjacent BKFW: 12'
development.The channel appears to have been dug/dredged to concentrate BKFD: 6'
flow. S3 discharges into Bolin Creek shortly after originating at a culvert outlet. WW: 4'
WD: 2-3'
Substrate: Sand, silt
Clarity: Clear
Flow: Slow

North Carolina Division of Water Quality-Stream Identification Form,Version 4.11
Date: 2/14/2018 Project/Site: Ee-57 Fo Blvd
ttreamm 5 S4 Latitude: 35.921876
S4
Evaluator: J.Hartshorn tWmley-Hom> County: Orange County Longitude: -79.025164
Total Points: 30.5 Stream Determination (ci Other
Stream is at least intermittent Ephemeral Intermittenq erennial e.g.Quad Name: Chapel Hill
if a 19 or perennial if a 30
A. Geomorphology Subtotal= 14 Absent T Weak Moderate Strong Score
1a. Continuity of channel bed and bank 0 1 2 3 3
2. Sinuosity of channel along thalweg 0 1 2 3 2
3. In-channel structure: ex. riffle-pool, step-pool, ripple 0 1 2 3 2
aol se uence
4. Particle size of stream substrate 0 1 2 3 1
5. Active/relic flood lain 0 1 2 3 2
6. Depositional bars or benches 0 1 2 1 3 11
7. Recent alluvial deposits 1 0 1 1 2 3 1
8. Headcuts 0 1 2 3 1
9. Grade control 0 0.5 1 1.5 0.5
10. Natural valley 0 0.5 1 1.5 0.5
11. Second or greater order channel No=0 Yes= 3 0
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal = 9.5
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 1
14. Leaf litter 1.5 1 0.5 0 1
15. Sediment on plants or debris 0 0.5 1 1.5 0.5
16. Organic debris lines or piles 0 0.5 1 1.5 1
17. Soil-based evidence of high water table? No=0 Yes= 3 3
C. Biology Subtotal = 7
18. Fibrous roots in streambed 3 2 1 0 3
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos note diversity and abundance 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Crayfish 0 0.5 1 1.5 1
24. Amphibians 0 0.5 1 1.5 0
25. AI Be 0 0.5 1.5 0
26. Wetland plants in streambed FACW= 0.75; OBL= Ili; Other=0 0
'perennial streams may also be identified using other methods. See p.35 or manual.
Notes:
Stream S4 is a weak perennial channel that flows into Stream S5 within the BKFW: 2'
study corridor. S4 has an active floodplain and clear streambed. Crayfish were BKFD: 6"
observed within the channel. WW: 2'
WD: 3"
Substrate: S, Sri,Gr
Clarity: Clear
Flow: Moderate

a
North Carolina Division of Water Quality-Stream Identification Form,Version 4.11
Date: 2/14/2018 Project/Site: ES-57St 1ream S5= m S5 Blvd
i Latitude: 35.922867
St
Evaluator: .I.Hartshom(IOmley-Hom) County: Orange County Longitude: -79.025006
Total Points: 28.6 Stream Determination (ci Other
Stream is at least intermittent Ephemeral Intermitten e2trin al e.g.Quad Name: Chapel Hill
r a 19 or perennial if a 30
A. Geomorphology Subtotal= 12 Absent Weak Moderate Strong Score
1e. Continuity of channel bed and bank 0 1 2 3 3
2. Sinuosity of channel along thalweg 0 1 2 3 1
3. In-channel structure: ex. riffle-pool, step-pool, ripple 0 1 2 3 1
ool se uence
4. Particle size of stream substrate 0 1 2 3 1
5. Active/relic flood lain 0 1 2 3 2
6. Depositional bars or benches 0 1 2 1 3 1
7. Recent alluvial deposits 0 1 2 3 0
8. Headcuts 1 0 1 2 3 0
9. Grade control 0 0.5 1 1.5 0
10. Natural valley 0 0.5 1 1.5 0
11. Second or greater order channel No=0 Yes= 3 3
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal = 9
12. Presence ofBaseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 0
14. Leaf litter 1.5 1 0.5 0 1.5
15. Sediment on plants or debris 0 0.5 1 1.5 0.5
16. Organic debris lines or piles 0 0.5 1 1.5 1
17. Soil-based evidence of high water table? No= 0 Yes= 3 3
C. Biology Subtotal = 7.5
18. Fibrous roots in streambed 3 2 1 0 3
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos note diversity and abundance 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0.5
23. Crayfish 0 0.5 1 1.5 1
24. Amphibians 0 0.5 1 1.5 0
25. Algae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW= 0.75; OBL= 1.5; Other= 0 1 0
'perennial streams my also be identified using other methods. See p.35 of manual.
Notes:
Stream S5 is a low quality perennial channel with low flow. S5 appears to have BKFW: 20'
been mechanically manipulated to turn and drain into Bolin Creek in the study BKFD: 4'
area. It appears as though S5 is hydrologically sourced from an offsite pond up WW: 18,
stream. WD: 2'
Substrate: S, Sn, Gr
Clarity: SI turbid
Flow: Slow

t
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water Resources Atertm Director
ENVIRONMENTAL QUALITY
Date Received:03/20/2018 DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Various(entire subdivision)
lb.Responsible Party(for LLC) George Pittman,Ammons Pittman Property Management
lc.Mailing Address 10224 Durant Road,Suite 107,Raleigh,NC 27614
]d.Telephone Number 919-414-3603
le.Email Address [e-mail]
2.Address of Property:Emerald Pointe Subdivision off Old Knight Road,Knightdale,NC
3.Project Description(attach plan if available):
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company
4b.Mailing Address
4c.Telephone Number
4d.Email Address
5.Project and Site Information
5a.Name of Project Emerald Pointe Subdivision 5b.County Wake
5c.Nearest Named Stream Mark's Creek 5d.River Basin Neuse
6.Has anyone from DWR visited the site? I Y/N Staff Name I Date of Visit:
"Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map."
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.neal(dincdennizov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section hM?,//nortal ncdenr oWwebiwy!a)_s
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

18-099 : Emerald Pointe Subdivision
1 �
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Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary:
y :: Locations are approximate and are provided for reference only::

18-099 : Emerald Pointe Subdivision
1-0C Mark's Creek: Subject
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,,
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Sheet#

18-099 : Emerald Pointe Subdivision
A: Subject @headcut -300' downstream
of rip-rap (behind 406 Morganite Court)
obi B: Not Subject
LO Mark's Creek: Subject
A0CWn
C: Subject @ ,�
� t
headcut -75' - .
downstream of
culvert on ?
s
Zircon Road iraa ;�, , , ,. E: Not ubject
ApB2
D: Subject @ headcut --50' downstream
of culvert on Zircon Road OR
A PH?
Legend: nnh�
- ?:Approximate Site Boundary Map provided by NCDEQ Division of Water Resources
'�-':
Sheet#51 Locations are approximate and are provided for reference only
��

18-099 : Emerald Pointe Subdivision
ram—
Mark's Creek:
Subject
I
I ,
J
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s Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary
•�, " ::Locations are approximate and are provided for reference only
M
��qan�� �ILJI�\lJl�

L '
ROY COOPER
Gowmor
Kr&
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water Resources Interim Director
ENVIRONMENTAL QUALITY
Date Received: 03/20/2018 DWR Use Only: Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
la.Name(s)on Recorded Deed -Christine M.&Charles S.Holmes
1 b.Responsible Party(for LLC)
lc.Mailing Address 2809 Claremont Road,Raleigh,NC 27608
1d.Telephone Number
le.Email Address
2.Address of Property:2809 Claremont Road,Raleigh,NC 27608
3.Project Description(attach plan if available):
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company Ryan Johnson,Revolution Homes
4b.Mailing Address
4c.Telephone Number 919-536-2781
4d.Email Address rvan(mrevolutionhomes.biz
5.Project and Site Information
5a.Name of Project 2809 Claremont Road 5b.County Wake
5c.Nearest Named Stream Crabtree Creek 5d.River Basin Neuse
6. Has anyone from DWR visited the site? Y/N Staff Name Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.neal�tmcdenr.gov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section htto:.: cn tigl.n�denr.org/webhvg/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett(hive,Raleigh,NC 27609 Fax:[phone]

18-100 : 2809 Claremont Road
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Q '
Locations are approximate and are provided for reference only
Sheet#49

18-100 : 2809 Claremont Road
0
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U
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Legend:
Wit �•Approximate Site Boundary Map provided by NCDEQ Division of Water Resources
,g :: Locations are approximate and are provided for reference only

..w:e ::.._�..... 716
Date Received: 3/,�o�./�, DWR Use Only:Project# [ —
l` Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed
1 b.Responsible Party(for LLC) p i `to91
1c.Mailing Address [ C D
Id.Telephone Number
1e.Email Address
2.Address of Property: e*rqLV
3.Project Description(attach plan if available):
Consultant/Agent Information
4.ConsultantlAgent Information
4a.Name,Company
4b.Mailing Address
4c.Telephone Number
4d.Email Address 11 r1
5.Project and Site Information
Sa.Name of Project • 5b.County
5c.Nearest Named Stream 15d.RiverBasin
6.Has anyone from DWR visited the site? Y/N I Staff Name Date of Visit,
'Attach a reap of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey M21
Please return form to: Andy Neal
1628 Mail Service
Center
Raleigh,NC 27699-1628
Email:
ands.ncal aM1Cdenr.9Q%
Division of Water Resources,Raleigh Regional Office Water Quality Regional Operations Section ha a. onnl i ��1,nr ;aebhcore��}
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]
- h5� R�u,/ r -}(�L �Yt Mr� �^t�i �,�fJ�YI�✓t(� //.� �� �¢, r J�`L
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cc _ 440,- NoI w; , nIAvA/A S;ZQ 7as

18-101 : Wyntree Pond Walking Trail
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:: Locations are approximate and are provided for reference only::

18-101 : Wyntree Pond Walking Trail
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Locations are approximate and are provided for reference only
Sheet# 76

0 Wyntree Pond Lane, Raleigh
Wyntree Pond Walking Trail
Buffer Determination #18-101
x
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Legend: Water Resources
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0 Wyntree Pond Lane, Raleigh
Wyntree Pond Walking Trail
Buffer Determination #18-101
0
Pond 1:
1 l
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Map provided by NCDEQ Division of
Legend: Water Resources
Approximate Site Boundary , :: Locations are approximate and are pro-
vided for reference only ::

t
PAT MCCRORY
Governor
.f.
S. JAY ZIMMERMAN
D,r a.r
Water Resources
ENVIRONMENTAL QUALITY
Date Received March 26,2018 DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
la.Name(s)on Recorded Deed VOW
Ib.Responsible Party(for LLC)
1 c.Mailing Address 13atr
Id.Telephone Number 0 le.Ema Address
Address of Property:
Project Description(attach plan if available):
Consultant/Agent Information
4.Agent/Consultant Information Needs buffer determination at this address
4a.Name,Company David Mang
4b.Mailing address 1320 BaA6 Road,Raleigh,nc
4c.Telephone no. 919.757.3652 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project 3.20 b.County Wake
5c.Nearest Named Stream Southwest Prong Beav dam Creek I'm.River Basin I Neuse
6.Has anyone from DWQ visited the site? Y/N Staff Name Date of Visit'
Attach a map of the site indicating project boundaries on the I1SGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919) 791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.nodenr.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]
r s�.

18-102 : 1320 Banbury Road
a
Y
ter.
.k
M u
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Approximate Site Boundary:
Locations are approximate and are provided for reference only r.
Sheet#48 M

18-102 : 1320 Banbury Road
5
CL
r
r
A Legend: SCAha�' w�°
Approximate Site Boundary: Map provided by NCDEQ Division of Water Resources
y ::Locations are approximate and are provided for reference only::

/ ROY COOPER
Governor
.,L MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water Resources hwin.Dimcror
ENVIRONMENTAL QUALITY
L t��v
Date Received:3/27/15 DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Regency Park Property Owner LLC
lb.Responsible Party(for LLC)
lc.Mailing Address 3520 Piedmont Road NE,Suite 410,Atlanta,GA 30305
Id.Telephone Number 1e.Email Address
Address of Property:4612 Dansey Dr.Raleigh,NC
Project Description(attach plan if available):
Company needs to install a retaining wall but needs a buffer determination first.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Drew Culler,Smith&Jennings Inc.
4b.Mailing address 1020 Hedgecock Rd High Point,NC 27265
4c.Telephone no. 336-906-2089 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project 4612 Dansey Dr. 5b,County Wake
5c.Nearest Named Stream Beaverdam Creek 5d.River Basin Neuse
6.Has anyone from DWQ visited the site? I Y/N I I Staff Name I Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Sun ey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919) 791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.nedcnr.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

Regency Park Apartments
Wake County, NC-DWR Project # 18-0
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NRCS Soil Survey Sheet 40 srR
Locations are approximate
Wake CO., NC 1970 S� and are provided for refer-
s ence only:: W

Regency Park Apartments
Wake County, NC-DWR Project # 18-0
WAL��HG �
Feature A `�
OJ
DANSEY DR �
Z 300
USGS Topographical Map
Locations are approximate
Raleigh East Quadrangle 2016 _ and are provided for refer-
ence only
--

ly-
( _ ROY COOPER
MiCHAEL S. REGAN
'Namr Resources ni/� S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY
Date Received / Mg As J .%DkX;1tUse Only:Project# Ob
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed C&B Development,LLC
Ib.Responsible Party(for LLC) C&B Development,LLC
Ic.Mailing Address 2880 Elevation Rd Four Oaks,NC 27524
Id.Telephone Number 919-868-1508 le.Email Address I N/A
Address of Property:469 Elevation Rd Four Oaks,NC 27524
Project Description(attach plan if available):Proposed 20 lot subdivision with individual septic systems.Street typical to include a ditch
section.Project is in Johnston County.
Consultant/Agent Information
4.Agem/Consultant Information
4a.'Name,Company Adams and Hodge PC
4b.Mailing address 314 East Main Street Clayton,NC 27520 LZ
4c.Telephone no. 919-243-1332 4d.Email address andrew(madams:mdhodee.com
5.Project and Site Information
5a.Name of project Rowland Woods 5b.County Johnston
5c.Nearest Named Stream Gum Swamp 5d.River Basin Neuse
6.Has anyone from DWR visited the site? N Staff Name Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
ncdenr.gov
Please contact the Raleigh Regional Office at(919) 791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdenr,orwweblwq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

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Manuel, Vanessa
From: Manuel, Vanessa
Sent: Monday, April 09, 2018 8:27 AM
To: '[e-mail]'
Subject: FW: Buffer Determination Request - Project #18-107 (822 Manchester Drive Residence)
Categories: Stream/Buffer Determinations
From: Manuel,Vanessa
Sent: Monday, April 09, 2018 8:24 AM
To: '[e-mail]' <davv - -in.com>
Subject: Buffer Determination Request- Project#18-107 (822 Manchester Drive Residence)
David Blevins—
Below is a link to the buffer determination letter for the 822 Manchester Drive Residence (#18-107) project. The letter
will be mailed to Mr. David A. Borter today.
To access the letter, you will need to click on the link. To print the document,you will need to click the Print(os PDF)
icon to download & print.
If you have questions, please feel free to contact me. It was a pleasure meeting and working with you.
Project# 18-107: https://edocs deg nc gov/WaterResources/O/doc/654978/Pagel.aspx
Vanessa E. Manuel
Environmental Program Consultant
Division of Water Resources— Raleigh Regional Office
Department of Environmental Quality
919 791-4255 office
vanessa.manuel([e-mail]
Physical: 3800 Barrett Drive, Raleigh, NC 27609
Mailing: 1628 Mail Service Center, Raleigh, NC 27699-1628
!`'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records taw and may be disclosed to third parties.
t

ROY COOPER
covrnwr
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Water Resources Director
ENVIRONMENTAL QUALITY
Date Received: tll�l�Q DWR Use Only:Project#
I u Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Jernigan,Carolyn F
lb.Responsible Party(for LLC)
lc.Mailing Address 3310 Queensferry Dr.NW,Wilson,NC 27896
Id.Telephone Number le.Email Address
Address of Property:494 Fitzgerald Rd,Selma,NC 27576
Project Description(attach plan if available):
Consultant/Agent Information
4.Agent/Consultant Information
4a,Name,Company Chris Hopper,Carolina Ecosystems,Inc.
4b.Mailing address 3040 NC Highway 42 W,Clayton NC 27520
4c.Telephone no. 919-274-5979 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Micro Site 5b.County Johnston
5c.Nearest Named Stream Little Creek 5d.River Basin Neuse
6.Has anyone from DWQ visited the site? I Y/N Staff Name I Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdew.org/web/wglaps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

o
d Creech Rd '
Big
anch
v
Micro
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Lat: 35.5464/Long: -78.1954
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Project Location:
Johnston County
N North Wilkesboro Sewer
CAROLINA
ECOSYSTEMS Miles Q Mciro Site Study Area Wilkes County,NC
0 0.5 1 USGS Named Streams
April 2018 Figure 1:Vicinity Map

1 \ 4
Q
N Map D.W Apea 2818 Micro Site
CAROLINA �Fal n�'i I Johnston County,NC
ECOSYSTEMS 0 100 200 Figure 2:USGS Map
KenIY Wen 1:24088 Quell Mep Revised:
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Revis d:
CAROLiNA �rrA.l Johnston County,NC
ECOSYSTEMS 0 IM '-I"' lenaa�oaC.,$.ISa yS«,a � Figure
ReV1fN

ROY COOPER
/// Governor
1CHAEL S. REGAN
Secretary S. JAY ZIMMERMAN
Water Resources^ Director
ENVIRONMENTAL QUALITYiy�i i
Date Received: �l!'�ll
DWR Use Only:Project 4
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed City of Raleigh
lb.Responsible Party(for LLC) City of Raleigh Public Utilities Department
lc.Mailing Address One Exchange Plaza,Suite 620
Id.Telephone Number 919-996-3494 le.Email Address [e-mail]
Address of Property:3014 Arrowood Drive,Raleigh,NC
Project Description(attach plan if available):Sanitary sewer improvements along Beaman Lake
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Brian J.P.Oschwald,P.E.,The Wooten Company
4b.Mailing address 120 N.Boylan Avenue,Raleigh,NC 27603
4c.Telephone no. 919-828-0531 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Brentwood Estates Sewer Improvements 5b.County Wake
5c.Nearest Named Stream Marsh Creek 5d.River Basin Neuse
6. Has anyone from D%VQ visited the site'? No Staff Name I n/a Date of Visit? n/a
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Wed. /Vt&� (gr� 2 .o0
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at [phone] if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdenr.orglwcb/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

Brentwood Estates Sewer Improvements Project
USGS Impact Map
City of Raleigh Public Utilities Department
4/10/2018
J J % i/
a`�- New Hope
hurch Road
1 t '• ', l J r.. _ �Buffer Determination
� � needed here,this
I r lake is drained, only
1 ' G . ( reek flowing through
his area
sn� Existing 12"sewer,
replaced with 18" r
ewer
o
apital Boulevard
> Existing 12"sewer, /
•replaced with 24"
• sewer
�\ 1( Buffer Determination
` needed here
Buffer Determination
ell:
ded here
i •
CA�10✓t) 6tar naa 'n

3014 Arrowwood Drive, Raleigh (Wake)
Brentwood Estates Sewer Improvements
Buffer Determination #18-I10
Feature A:5r of
G 5fil Feature B:
L
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Feeature D:
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Feature K:
` Feature L:
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Map provided by NCDEQ Division of
Legend: Water Resources
-Approximate Site Boundary - :: Locations are approximate and are pro-
vided for reference only ::

3014 Arrowwood Drive, Raleigh (Wake)
Brentwood Estates Sewer Improvements
Buffer Determination#18-110
h
(/ Pond 1:
'- A
2
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IN 44
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Legend: Water Resources
- Approximate Site Boundary :: Locations are approximate and are pro-
�, 2 �, vided for reference only ::

ROY COOPER
Governor
MICHAEL S. REGAN
A� Secretary
G/ S. JAY ZIMMERMAN
Water Resources Direcror
ENVIRONMENTAL urces QUALITY
Date Received: Lf/,( j 'DWRUseOnly:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
I a.Name(s)on Recorded Deed City of Raleigh
lb.Responsible Party(for LLC) Diane B.Sauer
lc.Mailing Address 222 W.Hargett St.,Raleigh,NC 27602
Id.Telephone Number 919-996-3285 le.Email Address [e-mail]
Address of Property:8305 Camp Durant Rd.,Raleigh,NC
Project Description(attach plan if available):no plan at this time,due diligence
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Soil&Environmental Consultants,PA,atm. Kevin Martin
4b.Mailing address 8412 Falls of Neuse Rd.,Ste. 104,Raleigh,NC 27615
4c.Telephone no. 919-270-7941 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Upper Lake Camp Durant Nature Park 5b.County Wake
5c.Nearest Named Stream Perry Creek 5d.River Basin Neuse
6.Has anyone from DWQ visited the site? I No Staff Name I I Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

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Figure 2 - Soil Survey Map
Project Manager: i i i I i i i I
KM Durant Nature Park - Upper Lake Feet
Scale: 1"
_ 500 Wake County, NC
Source: O—Soll&Environmental Consultants, P
Date: Wake County .ww x�rxi,.v.m rvi+w.,+n•e..rmxsw
4/10/18 Soil Survey Sheets 29 & 30

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Figure 1 - USGS Map
Project Manager: I I
KM Durant Nature Park - Upper Lake Feet
Scale: 11' 0 500' Wake County, NC - A I
Date: Source: NC USGS B—So ll&Environmental consultants, PA
4/10/18 2016 Wake Forest Quad

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ROY COOPER
Gowmor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water-Resources lmerim Director
ENVIRONMENTAL QUALITY
Date Received: cf J�')O DWR Use Only:Project#
I 1 0 Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Vanessa Dale E.McMillan
1 b.Responsible Party(for LLC)
1 c.Mailing Address 5 Featherglen Court,Durham,NC 27703
1 d.Telephone Number 405-570.4774
le.Email Address
2.Address of Property:5 Featherglen Court,Durham,NC 27703
3.Project Description(attach plan if available):Proposed out-building behind house
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company
4b.Mailing Address
4c.Telephone Number
4d.Email Address
5.Project and Site Information
5a.Name of Project 5 Featherglen Court 5b.County Durham
5c.Nearest Named Stream Little Lick Creek 5d.River Basin Neuse
6.Has anyone from DWR visited the site? I Y/N Staff Name Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Nlap and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andv.nealnancdenr.gov
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section http://portal.ncdenr.ore/web/wQ/aos
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

18-112 : 5 Featherglen Court
Cyr
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Legend:
Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary Q '
Locations are approximate and are provided for reference only::

18-112 : 5 Featherglen Court
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Approximate Site Boundary: Map provided by NCDEQ Division of Water Resources
Locations are approximate and are provided for reference only
Sheet#32

ROY COOPER
0V
Governor
MICHAEL S. REGAN
/ � !ii✓3' Secretary
S. JAY ZIMMERMAN
Water Resources D�+w
ENVIRONMENTAL QUALITY
Date Received: i3'� DWR Use Only:Project# 1 A 113
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed See Attached
lb.Responsible Party(for LLC) See Attached
1 c.Mailing Address See Attached
ld.Telephone Number N/A le.Email Address N/A
Address of Property: See Attached
Project Description(attach plan if available):N/A
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Bob Zarzecki,S&EC
4b.Mailing address 8412 Falls of Neuse Road,Ste 104,Raleigh,NC 27615
4c.Telephone no. 919-846-5900 4d.Email address [e-mail]
5.Project and Site Information 1
5a.Name of project f f r'1` M t,,1A St, 1StMlo 5b.County Wake/Fmnkhn
5c.Nearest Named Stream Richland Creek 5d.River Basin Neuse
6.Has anyone from DWQ visited the site? No Staff Name I N/A Date of Visit? I N/A
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdem.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

PIN Owner Mail Address 1 Site Address Township
1842705407 RAY,CALVIN AJR HUGHES,MARY ANN 9205 BUD SMITH RD WAKE FOREST NC 27587-8059 1167 N MAIN ST Wake Forest
1842719001 LEWIS,SHARON G PO BOX 852 YOUNGSVILLE NC 27596-0852 0 STEPHEN TAYLOR RD Wake Forest
1842719092 RAY,CALVIN A 1R HUGHES,MARY ANN 9205 BUD SMITH RD WAKE FOREST NC 27587-8059 0 STEPHEN TAYLOR RD Wake Forest
1942803120 RAY,CALVIN A JR HUGHES,MARY ANN 9205 BUD SMITH RD WAKE FOREST NC 27587-8059 27 SPRING UN Wake Forest
1851094149 FRAZIER,FRED D 1244 N MAIN ST WAKE FOREST NC 27587-9403 1248 N MAIN ST Wake Forest
1852-01-8373 FRAZIER,FRED D 1245 N MAIN ST WAKE FOREST NC 27587-9404 YOUNGSVILLE BLVD Youngsville
1852-01-8373 FRAZIER,FRED D 1246 N MAIN 5T WAKE FOREST NC 27587-9405 823 YOUNGSVILLE BLVD Youngsville

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Project Number: Map Title: N
13461.W1 0 1,000 21000
Figure 1 - USGS Map
Project Manager: I I I I I I i I I
BZ North Main Street Assemblage Feet
Scale: 1 1000 Wake/Franklin County
Soil&Environmental Consultants, P
Date: Source: «.
Grissom,Wake Forest, � � �� ��^���*��� � � � ...... -••
3/21/18 Franklinton& Rolesville Quads

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13461 .W1 o 1 ,000 2,000
Figure 2.1 -Franklin Soil Survey Map
Project Manager: i i i I i i i I
Y• BZ North Main Street Assemblage Feet
1 1000
Scale: Wake/Franklin County
Source: EnvironntalConsultants, P.
Date: Franklin CountyUSo—il&
,•,rvw•..a »._
3/21/18 Soil Survey Sheets Franklin & Grissom

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Figure 2 - Wake Soil Survey Map
Project Manager: I i i i I i i i I
BZ North Main Street Assemblage Feet
Scale: 1" = 1000' Wake/Franklin County
Source: Soil& Environmental Consultants, P.
Date: Wake County .an........,x... ._ ••. �.:-...ti_ .,..... . ..
3/21/18 Soil Survey Sheet 11

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PM)eat No. Scale; Figure 3 - Sketch Map N
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82 41 Wake/Franklin County GIS 0 200 400 8150 1,200 '®
Feet

ROY COOPER
Governor
(a �`
MICHAEL S. REGAN
Secretary
c 7L LINDA CULPEPPER
Water Resources Interim Director
ENVIRONMENTAL OVALoY
Date Received:
DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
la.Name(s)on Recorded Deed City of Oxford Utility Right of Way
1 b.Responsible Party(for LLC) Amy Ratliff,P.E.,City Engineer,City of Oxford
1 c.Mailing Address PO Box 1307,Oxford,NC 27565
ld.Telephone Number 919.603.1113
le.Email Address aratliffna,oxfordnc.or¢
2.Address of Property:Four linear areas within City of Oxford City limits
3.Project Description(attach plan if available):The proposed sewer line improvements will replace existing sewer lines with new sewer
mains of modern materials including PVC and DIP pipes as well as all new precast concrete manholes.The proposed project will
improve the overall integrity of the wastewater system reducing UI and will clear debris and failing segments of pipe and manholes that
are causes for unexpected and intermittent maintenance.
This project will replace approximately 22,800 linear feet of 8-inch, 10-inch, 12-inch, 15-inch, 18-inch and 24-inch diameter gravity
sewer lines located along various streets and existing sewer line outfalls within the Oxford sewer system including manholes,service
connections and related appurtenances.
Consultant/Agent Information f 2 / 3
4.Consultant/Agent Information
4a.Name,Company Jon Swaim,Environmental Specialist II,McGill Associates,P.A.
4b.Mailing Address 1013 State Farm Road,Boone,NC 28607
4c.Telephone Number 828-386-1920
4d.Email Address [e-mail]
5.Project and Site Information
59.Name of Project 2017 Sewer Line Replacements 5b.County Granville
5c.Nearest Named Stream Foundry Branch 5d.River Basin Tar-Pamlico
6.Has anyone from DWR visited the site? I Y/N Staff Name I Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Sail Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section htto://vortal.ncdem.org/web/wa/aos
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

Raleigh,NC 27699-1628
Email: and�(2 cn denrov
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.

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Legend: TBRRO#18-114 a+ % Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary City of Oxford 2017 Locations are approximate and are provided for reference only
Sewer Line Replacement
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Dow, Jeremiah J
From: Jon Swaim <[e-mail]>
Sent: Monday, April 16, 2018 4:57 PM
To: Dow,Jeremiah J
Subject: [External] Oxford Site Visit
•
Hi Jeremiah,There is a Peebles and Roses strip mall near the longest section of the project. In front of Peebles should be
a good spot to meet. I'll be in a dark blue Honda Pilot.
716 Granville Corners,Oxford, NC 27565
https://goo.gi/maps/LK284CKwasN 2
Thanks, see you there at 10:30, let me know if you need to reschedule,
Jon Swaim
Environmental Specialist 11
aMcGfll
A S S O C I .4 T E S
1013 State Farm Road i Boone, NC 28607
Phone: [phone] i Fax: [phone]
[e-mail] I www.mcgillengineers.com
• 1

ROY COOPER
caYrnor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Water Resources o�Ror
ENVIRONMENTAL OUALITY
Date Received:
DWR Use Only:Project#
� I �6
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Miramonte Homeowners Association-PIN#0750168061
1 a.Name(s)on Recorded Deed Pemberley Property Owners Association-PIN#0750168881
Pemberley Property Owners Association-PIN#0750176279
1 b.Responsible Party(for LLC)
la Mailing Address PO Box 99149,Raleigh,NC 27624- Miramonte Homeowners Association
PO Box 97243,Raleigh,NC 27624- Pemberley Property Owners Association
_ ld.Telephone Number le.Email Address
Address of Property.Three parcels located between Straywhite Avenue and Merton Station Drive in Apex,NC
Project Description(attach plan if available): Greenway
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Lyle Phillips,WithersRavenel
4b.Mailing address 115 MacKenan Drive,Cary,NC 27511
4c.Telephone no. [phone] 4d.Email address [e-mail]
5.Project and Site Information
Sa.Name of project Middle Creek Greenway—Phase H 5b.County Wake County
Sc.Nearest Named Stream Middle Creek 5d.River Basin Neuse River Basin
Stream Index:27-43-15-(1) HUC:03020201
6.Has anyone from DWQ visited the site? I N I I Staff Name Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or MRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://poTtal.nedenr.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

GRAPHIC ICAll
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'NOTES:
1) DELINEATION PERFORMED BY WR ON 02/15/2018.
WAKE COUNTY GIS DATA,AND TOPOGRAPHIC INTERPRETATION.
..
BUFFER • EXHIBIT

GRAPHIC SCALE
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y APE% WAKE COIINiY NORiH UROLINA

ROY COOPER
Governor
r.a
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water Resources Inter m Director
ENVIRONMENTAL OVALITY
Date Received: 04/16/2018 DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
la.Name(s)on Recorded Deed Ann P.Pumphrey Hudson Heirs
lb.Responsible Party(for LLC) c/o Patty Marr
lc.Mailing Address 2401 E.4"Street,Greenville,NC 27858
1d.Telephone Number 252-714-9012
le.Email Address
2.Address of Property: 120 Cedar Lane,Garner,NC 27529
3.Project Description(attach plan if available):
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company
4b.Mailing Address
4c.Telephone Number
4d.Email Address
5.Project and Site Information
5a.Name of Project 120 Cedar Lane 5b.County Wake
5c.Nearest Named Stream Little Arm Branch 5d.River Basin Neuse
6.Has anyone from DWR visited the site? I Y/N Staff Name I Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000'ropographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andv.neal(a1ncdenr.eov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section http://portal.nedencoru:'wch'wu%aps
1628 Mail Service Center,Raleigh,NC 27699-1628 - Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

18-117 : 120 Cedar Lane
M SrATF u
Legend: �' W"•^�
- Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary: " S
! " :: Locations are approximate and are provided for reference only

18-117 : 120 Cedar Lane
I
�Pn -
L _ All
is
4 ,
_ 6 I
v M,
All
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Legend:
Approximate Site Boundary: - _ Map provided by NCDEQ Division of Water Resources
Sheet#78 Locations are approximate and are provided for reference only

ROY COOPER
Governor
t6 MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water Resources Inim Director
ENVIRONMENTAL QUALITY
Date Received: 4/18/18 DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Eugene and Katherine Monlar
Ib.Responsible Party(for LLC)
lc. Mailing Address 110 Bebington Drive,Cary,NC 27513
Id.Telephone Number
le.Email Address
2.Address of Property: 110 Bebington Drive
3.Project Description(attach plan if available):stairs and landing for deck
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company Doug Linscott
4b.Mailing Address
4c.Telephone Number 919-539-5309
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project 110 Bebington Drive 5b.County Wake
5c.Nearest Named Stream UT to Crabtree Creek 5d.River Basin Neuse
6.Has anyone from DWR visited the site? I Y/N I Staff Name I Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andv.nealAmcderingov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section httn:/ivortal.ncdeiit.om,web/w0/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

18-118 : 110 Bebington Drive
Y
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maw.®

18- 118 : 110 Bebington Drive
L
�1V
C�Rkr UST. DR:'IOgRio ST
380 '
b Stream A not
depicted on map �iq �\?�ysf� \ _Y
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Legend:
e Division of Water Resources
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-Approximate Site boundary: sty~ _
and are provided for
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��— ROl' COOPER
MICHAEL S. REGAN
Wa erResources v S. JAY ZIMMERNt:\\'
E A NMENTA QUALITY � n
Date Received .DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed CSX Transportation Inc.
1b.Responsible Party(for LLC)
Ic.Mailing Address 500 Water Street,Jacksonville,FL 32202
Id.Telephone Number See consultant information le.Email Address See consultant information
Address of Property:4839 College View Road,Battleboro,NC 27809
Project Description(attach plan if available): See attached project description,site plans,and figures.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Dynamic Environmental Associates,Inc.
4b.Mailing address 3850 Lake Street,Macon;GA 31204
4c.Telephone no. 478-745-7740 4d.Email address Djertnaklzn@DynamicEnvi..cutal.com
5.Project and Site Information
5a.Name of project STRELO Wesleyan College Tower Site 5b.County Edgecombe
5c.Nearest Named Stream Beech Branch Sd.River Basin Tar-Pamilco
6.Has anyone from DWR visited the site? 1 Y/N I N I Staff Name I NA I Date of Visit? I NA
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Son Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.nedem.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

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DYNAMIC USGS Topographic Map
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4SSOCIATES+ INC. STRELO Wesleyan College NC Site
www.DynamlcEnvImnmental.com • [phone] Edgecombe County, NC
For. AMERIC-M TOWER' DEA No.: 21711052 Date: 04/12/2018 Figure No.: 2
CORPORATION

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WASSOCIATES, INC. STRELO Wesleyan College NC Site
www.DynamicEnvironmental.com • [phone] Edgecombe County, NC
For: AMERiCAN TOWER" DEA No.: 21711052 Date: 04/12/2018 Figure No.: 3
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ENVIRONMENTAL Stream Determination Request
W14SSOCIATES, INC. STRELO Wesleyan College NC Site
www.DynamicEnvironmental.com • [phone] Edgecombe County, N`'
For: AMERICAN TOWER• DEA No.: 21711052 Date: 04/12/2018 Figure No.: 4
c 0 , 1 0 1 1 0 e

NC Division of Water Quality-Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: Z 6 Project/Site: Latitude:
Evaluator: GS` County: Na51, Longitude:
Total Points:
Steam is at least intermittentstr"m Determination(circle one) Other
I --
ff>_ig or erennial ifa 30- '�C� v Ephemeral Intermittent Perennial e.g.Quad Name:
A. Geomorphology (Subtotal= Absent Weak Moderate Strong
1`Continuity of channel bed and bank 0 1 2 3.:
2.Sinuosity of channel along thalweg 0 0 2 3
3. In-channel structure: ex. riffle-pool, step-pool, 0 2 3
ripple-pool sequence
4. Particle size of stream substrate 0 2 3
5.Active/relict floodplain 2 3
6. Depositional bars or benches 1 2 3
7. Recent alluvial deposits 0 1 2 $
8. Headcuts 1 2 3
9. Grade control fyd &AA- 0 1 1.5
10. Natural valley 0 .5 1 1.5
11. Second or greater order channel No= Yes=3
artifidal ditches are not rated;see discussiyn�in manual
B. H drolo Subtotal= �_y
12. Presence of Baseflow 0 1 2 3 .
13. Iron oxidizing bacteria 0 2 3
14. Leaf litter C 1 1 0.5 0
15. Sediment on plants or debris 0 1 1.5
16.Organic debris lines or piles 0 1 1.5
17. Soil-based evidence of high water table? No=0 Y s=D
C. Biology Subtotal= $.'
18. Fibrous roots in streambed 32 1 0
19. Rooted upland plants in streambed 3 2 1 0
20. Macrobenthos(note diversity and abundance) 2 3 y
21.Aquatic Mollusks 1 2 3
22. Fish 0 .5 1 5
23.Crayfish 0.5 1 1.5 T
24.Amphibians 0 0.5 1.5
25.Algae 0 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL=1.5 Oth r=0
'perennial streams may also be identtfied using other methods.See p.35 of manual.
Notes:
Sketch: 3 . L ila ai"x -06
r F6� Ntf N/c
4���i2 wi ten.
41

�"y,p� A%ote-- ROY COOPER
N
a �
MICHAEL S. REGAN
Water Resources / S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY
Date Received DWR Use Only:Project# .-
►f�I� Buffer Determination Request Form
Property Owner Information
1.Owner Information
1 a.Name(s)on Recorded Deed Marshall Village,LLC
lb.Responsible Party(for LLC) David and Sara Wilson
lc.Mailing Address 1016 Canterbury Road, Raleigh,N.C. 27607
id.Telephone Number [phone] le.Email Address [e-mail]
Address of Property: 2601 Cliff Drive, Wake Forest,N.C. 27587 (See attached Plan for Exact Location)
Project Description(attach plan if available): The current plan is to grade across the front of the property along Star Road and relocate the
existing riprap ditch.
Con nt/Agent IIlnformation
4.Agent/Consultant Information /fWq ()
4a.Name,Company Mitchell Design Group LLC
4b.Mailing address P.O.Box 2007 .Wake Forest,N.C. 27588
4c.Telephone no. [phone] 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Marshall Village 5b.County Wake
5c.Nearest Named Stream Smith Creek 5d.River Basin Neuse
6.Has anyone from DWR visited the site? I Y/N I N FStaff Name I Date of Visit'?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.nedmr.org(web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
r Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]
Ir

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.l V
Y �
ROY COOPER
V ' Go or
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Water Resources oiwx
FNVIRONMENTAL QUALITY
Date Received: /a 311 DWR Use Only:Project# LD — �d
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Michael J.Rigsbee
lb.Responsible Party(for LLC) Michael J.Rigsbee
Ic.Mailing Address 2010 Guemsdel Street,Durham,NC 27705
Id.Telephone Number 919-413-8236 le.Email Address
Address of Property: 1309 Junction Road
Project Description(attach plan if available):The site is a 33.28-acre wooded parcel located SW of the Ferrell Rd and Junction Rd.
intersection.The property will most likely be a residential subdivision however preliminary site plans have not been developed.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Sean Clark,Sage Ecological Services,Inc.
4b.Mailing address 3707 Swift Drive,Raleigh,NC 27606
4c.Telephone no. 919-559-1537 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Rigsbee Property 5b.County Durham
5c.Nearest Named Stream Goose Creek 5d.River Basin I Neuse
6.Has anyone from DWQ visited the site? I Y/N Staff Name I Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdem.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

A
Legend
0 Project Review Area
Map Location
SWELL PERSON USGS Topographic Map Figure 1
VANCE
GRANVILLE Rigsbee Property
Sage Project#2018.22
ORANGE FRANKLI
DURHAM Northeast Durham Quadrangle
Sage Ecological Services, Inc.
April 10, 2018 Office: 919-335-6757
WAKE Cell: 919-559-1537
cHATHAM 0 800 1600 ft

Location,shape and size of
tlepkted features on the evaluated site
v •+:s are aoproiimate and should be surveyed
-b es s try a licensed NC surveyor for final Vy� s' planning
A �i faA.r -r A. Fe"
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and the USAGE.
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VAN Wetland Sketch Map Figure 3
GnANVILLE
Rigsbee Property
ORANGE FRANK Sage Project#2018.22 Drawn by:David"My
pJRMRM
April 19,2018 Sage Ecological Services,Inc.
WAKE 0 100 200 R Office:919-335-6757
"cc aArnnM Cell:919-559-1537

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EASWELL
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GRANVILLE Rigsbee Property
Sage Project#2018.22
ORANGE FRANKLI
DURHAM USDA Soil Survey i
Durham county sheet 22 Sage Ecological Services, Inc.
April 10, zols Office: 9 -6757
WAKE Cell: 919-559-1-559-1537
cHArHAM 0 400 800 ft

Rigsbee Property
Durham County, NC-DWR Project # 18-122
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-Project boundary Q

Rigsbee Property
Durham County, NC-DWR Project # 18-122
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and are provided for refer-
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-project boundary Q

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
� Yl � LINDA CULPEPPER
Water-Resources Guerim DirecDirectorENVIRONMENTNMENTAL QUALITY �/
Date Received: 04/23/2018 DWR Use Only: Project 4 p '23
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Mohammed Amur Ryami&Morgan Raye Peterson
1b.Responsible Party(for LLC)
lc.Mailing Address 4641 North Fork Drive,Zebulon,NC 27597
ld.Telephone Number 919-744-0599
le.Email Address marivami(ancsu.edu
2.Address of Property:4641 North Fork Drive,Zebulon,NC 27597
3.Project Description(attach plan if available):Possible filling low areas on property and re-routing stream
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company
4b.Mailing Address
4c.Telephone Number
4d.Email Address
5.Project and Site Information
5a.Name of Project 4641 North Fork Drive 5b.County Wake
5c.Nearest Named Stream Cedar Fork 5d.River Basin Neuse
6. Has anyone from DWR visited the site'? I Y/N Staff Name I Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or MRCS Soil Survey Map.*
Please return form to: Andy Neal 'rue- /0Gr•1
1628 Mail Service Center /�
Raleigh,NC 27699-1628 I rl of
Email: andy.neal a ncdenr.gov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section httn'//nortsl ncdcnr or_/web,'wq.%ate
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

18-123 : 4641 North Fork Drive
Jill
ow
4—`'
assi ter '
--
Legend:
' � o
Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary: Q
y :: Locations are approximate and are provided for reference only::

18-123 : 4641 North Fork Drive
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Approximate Site Boundary: i Map provided by NCDEQ Division of Water Resources
Locations are approximate and are provided for reference only-.
Sheet#23 M

ROY COOPER
Govemff
M[CHAEL S. REGAN
Seeretary
LINDA CULPEPPER
Water Resources ' y nterimDirec(or
ENVIRONMENTAL QUALITY
Date Received: q ld,� DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed BULPITT,KRISTIN N&JOEL T
1b.Responsible Party(for LLC)
lc.Mailing Address 710 OLD APEX RD
CARY NC 27513-4233
Id.Telephone Number 919-244-6670
le.Email Address [e-mail]
2.Address of Property: 710 OLD APEX RD,CARY NC 275134233
3.Project Description(attach plan if available):Stream Determination
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company Howard Salberg
4b.Mailing Address
4c.Telephone Number 919-559-5929
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project 710 Old Apex Road 5b.County Wake
5c.Nearest Named Stream 5d.River Basin Neuse
6. Has anyone from DWR visited the site? Y/N Staff Name I Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000'Topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andv.nealLynedem.gov
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section hum//portal ncdenr orgim eMwa/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

18-124: 710 Old Apex Road
III
Legend:
Approximate Site Boundary: Map provided by NCDEQ Division of Water Resources
:: Locations are approximate and are provided for reference only::

18-124: 710 Old Apex Road
:. As(
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Legend:
Approximate Site Boundary: Map provided by NCDEQ Division of Water Resources
Locations are approximate and are provided for reference only
Sheet#56 M

Gl/ Grp � ROY COOPER
AMICHAEL S. REGN
WarerResources S. JAY ZIMMERMAN
E4VAONNE4TA; Ob4LITY
67
Date Received DWR Use Only:Project# /O—/i,r
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed St.Clair,Samuel K.St.Clair
Ib.Responsible Party(for LLC) Samuel Keith St.Clair 11
Ic.Mailing Address 1619 Oberlin Road,Raleigh,NC 27608
Id.Telephone Number 919-612-8869 le.Email Address [e-mail]
Address of Property:2015 Reaves Road,Raleigh,NC
Project Description(attach plan if available): residential home
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company George Buchholz
4b.Mailing address 5410 Trinity Road,Suite 102,Raleigh,NC 27607
4c.Telephone no. 919.866.2361 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project 2015 Reaves Road 5b.County Wake
5c.Nearest Named Stream Oxford Branch:27-33-16 5d. Ri%er Basin I Neuse 030202010804
6.Has anyone from DWR visited the site? Y i 1 Staff Name Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.nedem.org/web,wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barren Drive,Raleigh,NC 27609 Fax: [phone]

00,
• 7 A1;11 le
e son
Ile
pr
2015 REAVES ROAD �TIMMONS GROUP
COUNTY,WAKE •- CAROLINA
FIGURE 1:VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS,
• • •- • •
-• • • 2016
• • •-• • •• 030202010804

� Ns
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t
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ut
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5410 Trinity Road P 919.859.5663
T I M M O N S GROUP Site 102 www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS. Raleigh, NC 27607
April 25, 2018
Mr. Andy Neal NC Dept of Environmental Q ua I i q
North Carolina Department of Environmental Quality
Division of Water Resources APR 3 0 2018
Raleigh Regional Office—Water Quality Operations Section
1628 Mail Service Center
Raleigh, North Carolina 27609 Raleigh Regional Office
Re: Stream Buffer Determination Request
2015 Reaves Drive
Raleigh,Wake County, North Carolina
Project No.: 41560
Dear Mr. Neal,
On behalf of the Sullivan Surveying, Timmons Group is seeking confirmation of a stream buffer
determination conducted on April 24, 2018. The project site encompasses approximately 0.39 acres
and is located at 2015 Reaves Drive in Raleigh, North Carolina within Wake County (see Figure 1.
Vicinity Map). The project site is further described as Wake County Parcel Identification Number
(PIN) 1704791675. The project site is located within the Neuse River Basin (HUC 030202010804)
within the Lower Crabtree Creek sub-watershed. The project site drains northwest to Oxford Branch
which has a NC Division of Water Resources Stream Index Number of 27-33-16 and a Stream
Classification of Class C and NSW. The project site does not contain a floodplain or floodway
according to NC FIRM Map 3720170400J (map revised May 2, 2006). Approximately 60% of the
project site is comprised of a residential home and landscaping while there is a forested area located
in the western half of the project site.
The project site was delineated based upon the methodology outlined in the 1987 U.S. Army Corps
of Engineers (USACE) Wetland Delineation Manual and the Regional Supplement to the Corps of
Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0). In
addition, streams were delineated based upon the methodology outlined in the North Carolina
Division of Water Resources (NC DWR) Methodology for Identification of Intermittent and Perennial
Stream and Their Origins (Version 4.11). Based on our field investigations, one (1) ephemeral
feature was identified within the project site. A total of approximately 309 linear feet of ephemeral feature
stream was identified. The stream feature is depicted on Figure 3: Wetland and Waters of the U.S.
Delineation Map. Therefore, based on the Neuse River Basin: Nutrient Sensitive Waters
Management Strategy: Protection and Maintenance of Existing Riparian Buffer (15A NCAC 02B
.0233), riparian buffers are not applicable within the project site.
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

Timmons Group would appreciate your review of the enclosed maps and attachments, and
confirmation of the delineation for the project site. Please feel free to contact me at [phone],
or [e-mail] if you have any questions or would like to schedule a site visit to
confirm the jurisdictional boundaries.
Sincerely,
Timmons Group
George Buchholz, REM, PWS
Senior Environmental Project Manager
Enclosures
ATTACHMENTS
Appendix A DWR Buffer Request Form
Agent Authorization and Property Owner form
Appendix B Figure 1 Vicinity Map
Figure 2 NRCS Soil Survey Map
Figure 3 Wetland and Waters of the U.S. Map
Wake County iMaps PIN: 1704791675
Appendix C NC DWQ Stream Identification Form v. 4.11 (1 form)

APPENDIX A

ROY COOPER
c....,,,,,,
MICHAEL S. REGAN
Sri-rrrnn
Water Resources S. JAY ZIMMERMAN
ENV I RONMENIAL OU ALI TV
lllrra lur
Date Received DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
la.Name(s)on Recorded Deed St.Clair,Samuel K. St. Clair
I b.Responsible Party(for LLC) Samuel Keith St.Clair II
I c.Mailing Address 1619 Oberlin Road,Raleigh,NC 27608
1d.Telephone Number 919-6I2-8869 Ie.Email Address [e-mail]
Address of Property: 2015 Reaves Road,Raleigh,NC
Project Description(attach plan if available): residential home
NC Dept of Environmental Qu,1
Consultant/Agent Information
4.Agent/Consultant Information Meia Regional Offlu
4a.Name,Company George Buchholz
4b.Mailing address 5410 Trinity Road,Suite 102,Raleigh,NC 27607
4c.Telephone no. 919.866.2361 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project 2015 Reaves Road 5b.County Wake
5c.Nearest Named Stream Oxford Branch;27-33-16 5d.River Basin Neuse 030202010804
6. Has anyone from DWR visited the site? I Y/N I I Staff Name I Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdenT.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

Apr 24 18 08:37a st clair [phone] p.1
TIMMONS GROUP
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner I
The Department of the Army NCDENR—Division of Water Resources I ^o
US Army Corps of Engineers
401 &Buffer Permitting Unit l 1O
Wilmington District 1650 Mail Service Center
Raleigh.NC 27699-1650 `''
PO Box 1890 I a
Wilmington,NC 28402-1890 L
w �
s N
is a
K N
_ m
To Whom It May Concerm ry
o
1. the undersigned, current property owner designate and authorize representatives of Timmons Group,
Inc., to act on my behalf as my agent in the processing of permit applicatirns, to furnish upon request N
supplemental information in support of applications,etc., from this day forward.
This the A_day of April 20Z. � Q
(number) (Month) (year)
— ao
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do r a
authorize representatives of the Wilmington District,U.S.Army Corps of Engineers(Corps)to ever upon e a
the property herein described for the purpose of conducting on-site investigations and issuing e r
determination associated with Waters of the U.S.subject to Federal jurisdiction under Section 404 of the
Clean Water Act and!or Section 10 of the Rivers and Harbors Act of 1899.
E
0
This notification supersedes any previous correspondence concerning the agent for this project. e �
e N
t C
ProjedName: 2015 Reaves Roa E
d Location' Raletch SIC = o
`
Property Owner's Name(Print): SAm*t 1 5 t• '
Property Owner's Signature: t
a
Property Owner's Mailing Address: a* f 9 ohz/ %h rCopry /CA<eir. 7; 11/(i
q Cr I c
4 Property Owner's Telephone: (y -lulz x-369 Fax No.
/� _
Property Owner's Email Address: M ( S .� uNt �" ucL r e.vn, E
b
c
N I
i
I

qw
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Top
r
FIGURE 1:
WAKE COUNTY,NORTH CAROLINA
VISION ACHIEVED THROUGH OUR$.
TIMMONS GROUP JOB NUMBER . . .-.
PROJECT STUDY LIMITS: 039ACRES
..
.

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DATE o
� n 04/25/2018
4 DRAWN By
B.PURSGLOVE a
Np DESIGNED By
B PURSGLOVE
Legend _ • c
CHECKED By
[::]Project Limits 4 . ` G BUCHHOLZ
Q
• scuE
# 'C .
• S
NOTES: g
1. WATERS OF THE U.S.WITHIN THE PROJECT STUDY
LIMITS HAVE BEEN GPS LOCATED BY TIMMONS GROUP. n
2. WATERS OF THE U.S.HAVE NOT BEEN CONFIRMED
BY THE U.S.ARMY CORPS OF ENGINEERS.
3. PROJECT STUDY LIMITS ARE APPROXIMATE. -
4. AERIAL IMAGERY IS BASED ON ESRI ONLINE 2012. _
S. COWARDIN STREAM CLASSIFICATIONS ARE BASED
SOLELY ON FIELD OBSERVATIONS.NO FORMAL STREAM
ASSESSMENT METHODOLOGY WAS COMPLETED TO CL -
-
DETERMINETHESECOWAROINCLASSIFICATIONS. O Q 'O
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,oa 1704791675
PIN: 1704791675
PIN Ext 000
Real Estate ID:0004463
Map Name: 1704 07
Owner:ST.CLAIR,SAMUEL K STCLAIR,
MARIE T
d' Mail Address 1: 1619 OBERLIN RD
t, Mail Address 2: RALEIGH NC 27608-2039
V - Mail Address 3:
Deed Book:016947
Deed Page:01783
Deed Date:10/24/2017
Deed Acres:0.39
Building Value: $0
Land Value:$227,700
Total Value:$227,700
Billing Class:Individual
Description:LO8,9&14 PRT OF VILLA PARK&
VANGUARD PARK BM1956-00125
Heat Area:0
Site Address: 2015 REAVES DR
City: RALEIGH
w /oo Township: Raleigh
Year Built:0
Sale Price:$0
18 Sale Date:
0
� N o Use Type:
^ n Design Style:
2� Land Class:Vacant
v Old Parcel Number:F025-F0078-0022
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Sattain makes every effort m produce and possible.
3p8. the mosr current andaccurate information information
ation u
v However me peps are o warranties,
expression purposes,
and are NOT surveys.Na wenenhes,expressed or Implied
,are provided for the data therein,its use,or as interpretation.

io:p %ds
PAT MCCRORY
DONALD R. VAN DER VAART
� / �
Water Resources S. JAY ZIMMER
MAN
ENVIRONMENTAL tlUALITT r� �// '�/ (/
D�
Date Received l
Buffer Determination Request Form L 1
Property Owner Information
1.Owner Information
Ia.Names)on Recorded Deed S
1b.Responsible Party(for LLC) LavZolW , I I ' a S 'Kao w a
Ic.Mailing Address
I d.Telephone Number Z5.2- Iva- 1(o7 le.Email Address brwrLS 3SY1: hHt/•
Address of Property: L-' {14 1Cry ed. 09LfkO ,{ N C 0- 2 g 3 1
Project Description(attach plan if available): cist cJrclZ J
C ,t IrA { -C- c be tic u
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company
4b.Mailing address
4c.Telephone no. 4d.Email address
5.Project and Site Information
5a.Name of project /S�[�Q„� 5b.County
5c.Nearest Named Stream S e. 5d.River Basin _
6.Has anyone,from DWQ visited the site? Y/ Steff game Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
A./dy Newl
Please return form tiSLt
to: 1628 Mail Service Center
Raleigh NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional(Mice,Water Quality Operations Section http://ponW.nodenr.org/webtwglaps
1628 Mail Service Center,Raleigh,NC 27699-I628 Phpta(919)791-4200
Location: 3800 Barrett Drive,Raleigh,NC 27609 Pax:[phone]

Page 1 of I '
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18-126 : 415 West Beulah Road
a
1� �
A y RD
CQ
O `
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Q
t
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Legend: w
Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary
Locations are approximate and are provided for reference only

18-126 : 415 West Beulah Road
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Legend: �:' � '�
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Approximate Site Boundary.
Locations are approximate and are provided for reference only -.
Sheet# 4
�od� 31-n

V ROY COOPER
/�/�/� c�,......
��IV
MiCHAEL S. RE GA
Water Resources S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY
Date Received 7 as DWR Use Only:Project 17-719T—
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Vaughan Farms Limited Partnership/Rupert L.Vaughan,Jr.
lb.Responsible Party(for LLC)
Ic.Mailing Address 6724 Stepherly Way OR 824 Wilbon Road Holly Springs,NC 27540
Id.Telephone Number 919-291-3260 1 le.Email Address
Address of Property:2100 and 2106 Ralph Stephens Road Holly Springs,NC
Project Description(attach plan if available):Development of a commercial building(s)along with improvements including roadways,
parking areas,utilities,and stormwater management.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Matt Btamblett,PE,Hart&Hickman,PC
4b.Mailing address 2923 South Tryon Street,Suite 100,Charlotte,NC
4c.Telephone no. 704-586-0007 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Ralph Stephens Road Development 5b.County Wake
5c.Nearest Named Stream Basal Creek 5d.River Basin I Neuse
6.Has anyone from DA R visited the site? N Staff Name I Date of Visit?
Attach a map of the site indicafinq project boundaries on the USGS 1:24,000 Topo and/or MRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://poital.ncdenr.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barren Drive,Raleigh,NC 27609 Fax:[phone]

ROY COOPER.
MICHAEL S. REGAN
Water Resources S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY
Date Received DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
I.Owner Information
Ia.Name(s)on Recorded Deed Stancil Stancil—Lowes LLC
III.Responsible Party(for LLC) Mr. Freddie Stancil
Ic.Mailing Address 466 Stancil Road Angier,NC 27501
Id.Telephone Number 919-639-2073 1 le. Email Address
Address of Property: 1621 Little Moccasin Lane Holly Springs,NC
Project Description(attach plan if available):Development of a commercial building(s)along with improvements including roadways,
parking areas,utilities,and stormwater management.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Matt Bramblett,PE,Hart At Hickman,PC
4b.Mailing address 2923 South Tryon Street,Suite 100,Charlotte,NC
4c.Telephone no. 704-586-0007 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Ralph Stephens Road Development 5b.County Wake
5c.Newest Named Stream Basal Creek 5d. River Basin Neuse
6.Has anyone from DWR visited the site? I N Staft Name I Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Tope,and/or MRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

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SCALE IN FEET PROJECT PROPOSED DEVELOPMENT
RALPH STEPHENS ROAD
HOLLY SPRINGS, NORTH CAROLINA
U.S.G.S. QUADRANGLE MAP 14
hart hickman 29DS .ffiryo.s�l-swver.
ChA.,Nonh C."28Hu
SITE MAP: APEX, NC 2002 -'kiM-ODO-(p)-assay"'I'
SMARTER ENVIRONMENTAL SOLUTIONS
QUADRANGLE DATE: 02-20-18 REVISION NO: 0
7.5 MINUTE SERIES(TOPOGRAPHIC) JOB NO: FAK-119 FIGURE: 1

fq� U.S. Fish and Wildlife Service
National Wetlands Inventory Wetlands
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February 5, 2018 This map is for general reference only.The US Fish and Wildlife
Service is not responsible for the amuracy or currentness of the
Wetlands base data shown on this map.All wetlands related data should
Freshwater Emergent Wetland Lake be used in amordance with the layer metadeta found on the
Wetlands Mapper web site.
Estuarine and Marine Deepwater . Freshwater Forested/Shrub Wetland Other
Estuarine and Marine Wetland Freshwater Pond Riverine
Naeonal W°Ilends Invetnbry(NW)
This petite was produced by the NWI mapper

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2923 S.Tryon Street,Suite 100 PROPOSED DEVELOPMENT

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Photograph 5:Upland area in the eastern portion of the Site.
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2923 S.Tryon Street,Suite 100 PROPOSED DEVELOPMENT
hart hickman Charlotte,NC 28203 RALPH STEPHENS ROAD
a 704.586.0007(p) 704.586.0373(l) HOLLY SPRINGS, NORTH CAROLINA

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2923 S.Tryon Street. Suite 100 PROPOSED DEVELOPMENT
hart hickman Charlotte,NC 28203 RALPH STEPHENS ROAD
Q HOLLY SPRINGS, NORTH CAROLINA
a 704.586.0007(p) 704.586.0373(f)

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HOLLY SPRINGS, NORTH CAROLINA
U.S.G.S. QUADRANGLE MAP
hart hickman Chnl. uATnun Smc 2823
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SITE MAP: APEX, NC 2002 '/114s861KK1'!(p)�OCs86-03'13(f)
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QUADRANGLE DATE: 02-20-18 REVISION NO: 0
7.5 MINUTE SERIES(TOPOGRAPHIC) JOB NO: FAK-119 FIGURE. 1

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LINE TABLE L47 Lai 4 FREELAIYD
LINE LENGTH BEARING L48 L82 Y '45'
L1 4 L49 L83 su Rvayona . ENGINEERS IL
L2 L50 31.W N 29'20'20" L84
L3 N L52 71 L85 FREELAND 3 ASSOCIATES, INC.
L4 L53 1' L87 323 WEST STONE AVE.
CREENVILLE SG 29809
LS L54 Y L147 TIE TEL [phone] FAX [phone]
LB L55 Y L148 TIE N 1 E1ANL: k(90ftvWwd-aaaadataa.aom
L7 47. ' S 1 L56 1 .94' L749 TIE 31.71 N 1
L8 .1Y L57
L9 1' S 17 L58 74' Y DRAWN: W PARTY CHEF:RN/AO CNECKm: ,p0
L10 L59 W REF.PUT BOOK: SEE DRAWING
L71 L80 1 REF.DEm BO(K SEE DRAWING
L12 L81 TAX NAP : SEE p1AWNG
L13 4 ' L62 8' DATE OF SURVEY: 2-12-2018
L14 L63
L15 1 L84 N DATE DRAWN: 3-8-201a
L18 .4 ' Y L65 N
DRAWING N0: a9350HWETl+9D
L17 444' Lab 4. 14'55'
LIS 4 L87 1 DATE OF LAST RENSNMl: Oh23-2108
L19 L88 C IN' 2DC' �'
L20 7 L69 1
L21 L70 �'� i' - 100'
L22 L71
111"CA.1 rr i
L25 7 L74
L28 1 ' ' 5' E L75 51.1 83 0' '
SEAL F
L28 43,60, 1' L77 0' W
_ '�
L29 0' • L7B ' W PL JANES N. FREETAND �i`� I,yf
L30 L79 CO C NQ 6 '',""rrll�l l p 111c1`�```;
L31 TOT. -1 4' W L80
L32 501,02,
L33 4' N 15'49*42" W STATE OF NORTH CAROLINA
L34 1 7* IN
L35 1 28T N HOLLY SPRINGS TOWNSHIP
L36 •1 ' WAKE COUNTY
L37 1 Jr N 2'42'
L38 02' N '1 CURVE TABLE WETLAND PLAT
L39 CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA
L40 N Cl 1 FOR
L41 7 N '74' C3 1 11 .9 ' LOWE'S HOME CENTM LLC
L43N 11' W C4 5' 4 ' S 18 1' SITE ADDRESS:
L44IT
N 4' CS Y 45'0 '44' RALPH STEPHENS ROAD AND
L45N 00'31' CB GB ALFORD HIGHWAY
• HOLLY SPRINGS, NC
L46 N 48'30'03' W SHEET 5 OF 6

LINE TABLE WI31 N 13' ' W W200 48. ' S 19 '14' Er-5EELANLINE LENGTH BEARING W132 • W W201 16'4r E
1YB8 N W133 4' W202 47. 'I ' W OORA • ENGINEERS
W88 W134 7 W203 7, '07
W89 W135 W204 7 '49' FREELAND a ASSOCIATES. INC.
W90 7 ' WI36 W205 '4 ' 323 WEST STONE AVE.
W91 .93' 3 Y 1' WI37 w208 1 '4r GREENVILLE S.C. 298D9
TEL (6B4) 271-4924 FAX: [phone]
W92 2 4' W138 4 4' W207 21'19' E EMAIL In1oOk4Nmd—omocIotm om
W93 .61' S 3 •46' W139 5' N OIW'14* E W208 5.8 ' '51' W
W94 9' WI40 3 4 ' W"1091 27.30' 1 N OC43'32 E
W95 ,06' W141 1 W210 1 57.48, 1 N '13' E DRAWN: OF PARTY CHEF:RH/WD CHECKED: ADC
W98 1' S 2634'35" IN W142 W211 1 31.05' 1 N REF. PLAT BOOK: SEE DRAWNC
W97 1 1• W143 N ' W W212 1 30.49' 1 N REF. DEED Boat: SEE DRAWING
W98 7' WI44 .00' N ' IN TAX MAP : SEE DRAMWD
W99 W145 N 1' W
W100 5 25' W148 N 14 ' W DATE OF SMVEIC 2-12-2018
W101 6' W151 07' S 741 4' W DATE DRANK: 3-8-21118
W102 39 1' 1 N 4 W152 N 7 '04. 4' W DRAWNG NO. 6935D-WEn1ND
W103 N 11 5'0 ' W W153 29.1 Y N 301 '
W104 36.66' N •4Y ' W W154 4' W DATE OF LAST RENSION: 04-23-201B
W105 .9 ' N 1 '01'34' W W155 18 '09' W p 100' 200, 3D0'
WI06 45.83' N 04*41'01' W W156 1
W107 31.38' N 38 ' 1' E W157 ' W SCALE: i' - IOC
W108 28. W158 3 1 1' W
WI 0 30.04' WI80 6. r W `P`HIii�A�0�
WI51 5. 6O 1'1 ' W ;�o Essoq
W111 15.7 '
1e' rw `` -_
WI12 17.O7' N W182 '55' E = = =
W113 9.39' N 31'3 ' E W163 ' W _ _ EAIL a.
W114 29.56' N 14.37'2 ' W WI64 N
W115 17. N 19' W184 %'ems
'03' E NO. JAL1E5 R. FRflL1ND
WI78 5.8 ' '48' WIGS 14. 7
1 CDA C D�47B
W117 8 ' 1 '03'5 ' WI88
w118 W187 1 B '4 ' ' w
W119 3' w18 71 14' STATE OF NORTH CAROLNA
W120 7'41' W169 3 . W
W121 41.56' 8'58' W W190 52.54' S 21 '17' W I HOLLY .S'PRINW TOWNSW
W122 47 N 1 W191 47.2Y S 2520' ' W WAKE COUNTY
W123 1133'48' W W192 47.54' S 2411'S4' W
W12+ 31.63, N 39 WI93 17'58' IN WETLAND PLAT
W125 N 11' ' W W194 8 '39'
W128 WI95 7' W FOR
W127
Y wie 1
WI 2e 05"21'28' LOWE'S HOME CENTER LLC
WI29 141 81 WI98
WI30 3 .1 ' N 4033'1 ' W W199 SITE ADDRESS:
RALPH STEPHENS ROAD AND
GB ALFORD HIGHWAY
HOLLY SPRINGS, NC
SHEET 6 OF 6

MATCH LINE -D- (SHEET 2) ---
"Z' f FFtIREELAN
THE CENTERLINE OF RTYHORSEMAN CREER I. THE PROPEIttt LINEveroxs enameexe
PER BM. 201I-393 J
4h1 6\ FREEIAND h ASSOCIATES. INC.
T.L9 323 WEST STONE AVE.
-p GREENVIL E S.C. 29609
�W 10 �' TEL [phone] FAA: [phone]
NETIAND 11 EMAIL InfoOfr"and-o Iatmcam
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SUM ORAMN: OF PARTY CHEF:RN/WO CHECKED: ,m
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r WETLAND WATERS W136 WI N/'2
OF THE S. TRAVERSE LINE D. CARLYE ADAMS. JR. REF. DEED BOOK: SEE DRAWING
WETLAND 'C' WI20 ALONG CREEL( PER HEIRS
W119 BM. 2006—,,S k PIN p 0658-13-8067 TAX YAP ' SEE DRAWING
N� Wll +I BM. 2at4-393 P.B. BM201 4-01 46 7 DATE OF SURVEY: 2—
lx-xma
PATSY R. COLEY DALE DRAWN: 3-8-2010
PIN # 0658-04-9799 PTENTIAL WWEn O WATERS
a D.B. 2682-112 OF THE U.S. DRAWING NO: 69350--WETLAND
P.B. SM2 008-01 61 8 w116 POND 2
WI75--{ i DATE OF LAST REN90N: W-23-2016
1r061.W8 SQ.FT 5.260 SQ.FT.w1 q1 0.121 ACRES o' I 2O0' 'w.
EIP 5/6- 24.377 ACRES wlls�
REBAR NTH WIt STREAM
CAP (NO ID) WI11 B-2 BEGINS SCALE: 1' 100'
WI 16
AR
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WE THE
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WETLAND 'B'
0.145 ACRESB,
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M53 EIP I/2- WAKE COUNTY
OPEN TOP
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N 683894.4237 FVTI
1y+' E 2051562.3222
REF. EIP 1/2 LOWS HOME CENTER 1 1 C
OPEN TOP O 62fl6T WILDWOOD — PHASE 1 VWTG FIVMC CENTER GFl L.LV
SUBDIVISION
MON AREA LOTS 1-3, 89-100 AND SITE ADDRESS:
EIP 1/Y 146-157 RALPH STEPHENS ROAD AND
OPEN TOP OWNER: CDCG 3BZH LP GB ALFORD HIGHWAY
HOLLY SPRINGS, INC
SIET4OF6

FFt!REEIYORS EII OIrvf EPS
FREELAND k ASSOCIATES. INC.
323 NEST STONE AVE.
GREENVILLE S.C. 29608
TEL [phone] FAX [phone]
EMAIL Info0(raWmd-asao0latmc=
POTENTIAL NON- WEILAND a MATCH LINE 'B' (SW-ET 1)
WATERS OF THE U.S. \ I ^I DRAWN: OF PARTY CHIEF:RH/WD CHECKED' JCC
3.34G SOFT. e r M1 N/F Y REF. PLAT BOOK: SEE DRAWING
0.078 ACRES I �+I I� �I VAUGHN FARMS LIMITED REF DEED BOOK: SEE DRAWING
PARTNERSHIP k
PROPERTY LINE PER ' I1 RUPERT L VAUGHN, JR. TAX MAP : SEE DRAWING
BM. 2DDR-16IS AND ( DP 5/B' PIN / 0658-04-3671
BM. 2014-921 1 I e0� REBAR D.B. 015711-1395 'V DATE Of SURVEY: 2-12-2DI6
P.B. BM2014-393 i DATE DRAWN: 3-8-2016
SOUTHERN 539,525 SQ.FT. DRAWING NO: 09350-WETLAND
CROSSROADS, INC.
PIN / 0648-94-2619 \Im ' n 12.386 ACRESREVISION:REVISION:s DAIS OF LAST REVISION: 01-23-20I5
D.B. 16615-375 _ r W206 4 r 0' 100' 2OW 300'
BM2018-95 EIP REHAR4 L40v
(BENT) L147 L L44 L41 SCALE: 1' - 100'
L L4 / COMMON AREA - --- -
11,
GRID N:884224.OB FOUND ENT CAP REBAR 6• GpO,�/,�,'
GRID E.2049801'TTLID
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-
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RLINE WILDWOOD - PHASE 1 =•__ SEAL c
SUBDIVISION L 2e36 ` •�
(PAGE 8) LOTS 1-3. 89-100 AND
146-157 PLS: JAMES R. FREEI-MD
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STATE OF NORTH CAROLINA
HOLLY SPRINGS TOWNSHIP
= WAKE COUNTY
WETLAND PLAT
FOR
LOWE'S HOME CENTER LLC
SITE ADDRESS:
RALPH STEPHENS ROAD AND
GB ALFORD HIGHWAY
8437 3 OF 6 HOLLY SPRINGS, NC

RALPH STEPHENS ROAD FREELAN
(NCSR 1114) saaveraae • enomeeas
(VARIABLE WIDTH R/W)
FRIIlAND h ASSOCIATES, INC.
323 WEST R/W GREENVILIESSS.S.C.E29809
ate, (35 MPH SPEED LIMIT) TEL. [phone] FAX [phone]
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POTENTIAL WETLAND J \83 REBA DP 5/9'
WATERS OF THE US Ij o (BENT) REBAR DATE OF SURVEY: 2-12-201e
wETUND 'A' W #y^/ VA FARMS LIMITED (BENT) DATE ORANN: 3-8-2018
PARTNERSHIP 6:
b RUPERT L VAUGHN. JR. DRAWING NO. 89370—WELAND
PROPERTY UNE PER /N £/ PIN /0658-04 3671
ON. 200E-1618 AND D.B. 015711-1395 OATS OF LAST REVISION: 04-2}2018
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THE CENTERLINE OF LITTLE MOCCASIN EIP OP D.B. 015717-1884 „111111b1
BRANCH IS THE PROPERTY UNE PER O 5/8• RE9M P.B. BM201 5-0061 7 \ `r1tN CAR94rr
. P.............
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THE CEN7ERLNE OF LITTLE u1 R®AR LOWE'S HOME C8T ER LLC
SEE DETAIL
MOCCASIN BRANCH IS THE
PROPERTY UNE PER IF $, PAGE 8 SITE ADDRESS:
BM. 2018-95. #,/
RALPH STEPHENS ROAD AND
\ GB ALFORD HIGHWAY
8
MATCH UNE-8- (SHEET 3) SHEET 1 OF HOLLY SPRINGS, NC

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LONGITUDE: -7830'DO.713' �' 3599'051064' 323 NEST STONE AVE.
-78'4957.330' GREENVILLE S.C. 29609
1��1 TEAL LAKE TEL [phone] FAX: [phone]
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6754.15' TOT. TIE 1 REF PLAT BOON: SEE DRAWING
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R/W OP R/W (SOUTH MAIN STREET) TAX MAP : SEE DRAWING
EIP R/WMONUMENT
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< WETLAND WATERS W138� \ STATE OF NORTH CAROLINA
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WETLAN
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POIENTAL NON-
'AERAND WATERS •i
DF TME u.s S� LOWE'S HOME CENTER LLC
STREAM
CHANNEL 'B—Y _ DP 1/2-
REBARSITE ADDRESS:
7Q�,3g' OP I• �i\ CONTROL CORNERRALPH STEPHENS ROAD AND
OPEN TOP N 684734.4729 GI3 ALFORD HIGHWAY
E 2051596.906E HOLLY SPRINGS, NC
MATCH LINE 'D' (SHEET

SHEET 1 w BHff1`2 uever —
L .REELAND
RALPH STEPHENS ROAD DRK Yoss • cnaineese
(NCSR 1114) FREELAND R ASSOCIATES, INC.
(VARIABLE (NTH R/W) me HWY 55 BY—PASS 323 WEST STONE AVE.
\ (m.YP®" . S(SOUTEI PAIN SIREET) GREENNLLE S.C. 29609
5_ (GB AL.FORD KKiIWAI� L TEL [phone] FAX [phone]
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•,�`'�'• '�� lee p �' lup� REF. DEED 00Q(: SEE DRAWING
tA1MAan.*' • }'r _ - VALItY ROAD TAX NAP : SEE DRAWING
DATE OF SURVEY: 2-12-2018
LL7r F "- DATE DRAWN: 3-8-20I8
DRAWING NO 69350-WEILALD
DATE OF(AST REVISION: 04-23-2018
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.- - -- -, STATE OF NORTH CAROLINA
HOLLY SPRINGS TOWNSHIP
WAKE COUNTY
WETLAND PLAT
Y/M lem -swe�u� Y
FOR
Y
KEY MAP LOwE'S HOME CENTER LLC
�.Lim. SITE ADDRESS:
RALPH STEPHENS ROAD AND
(NTS)
SHEET 3 SHEET 4 S ALFORD
SPRINGS•HIGHWAY

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14
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS
Sent Via Email and 2`1 Day FedEx
April 25, 2018
NC Department of Environmental Quality NC Dept of Environmental Quality
Division of Water Resources
1628 Mail Service Center
Raleigh,North Carolina 27699
Attn: Andy Neal Raleigh Regional Office
Re: Buffer Determination Request
2100 Ralph Stephens Road, 2106 Ralph Stephens Road,
& 1621 Little Moccasin Lane
Holly Springs, Wake County,North Carolina
Wake Co. Parcel#s 0648949728, 0658043671, & 0658049799
41.5-Acre Property
H&H Job No. FAK-119
Dear Andy:
On behalf of Lowe's Home Centers, LLC, please find the enclosed Preliminary Stream and
Wetlands Survey for the above site in Holly Springs, NC. We are seeking a Buffer
Determination for the abovementioned property. A preliminary wetland and stream survey was
performed by Hart & Hickman, PC from February 13 to February 16, 2018. A Buffer
Determination request form and associated documents are attached in PDF format.
If needed, we would like to schedule a site visit as soon as possible. Please contact us if you
have any questions or require additional information.
Sincerely,
Hart and Hickman, PC n Matt Bramblett, PE Danielle Birmingham o
Principal Assistant Project Environmental Scientist
Attachments
cc: Mr. Travis Spicer,Lowe's Home Centers, LLC (Via Email)
Mr. Todd Simmons, PE, Freeland&Kauffman, Inc. (Via Email)
2923 South Tryon Street,Suite 10o 3921 Sunset Ridge Rd,Suite 301
Charlotte,NC 28203 Raleigh,NC 27607 www.harthickman.com
704.586.0007 main 919.947.4241 main

ROY COOPER
!:a
MICHAEL S. REGAN
Water Resources S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY
In r
Date Received DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
I.Owner Information
Ia.Name(s)on Recorded Deed Vaughan Farms Limited Partnership/Rupert L. Vaughan,Jr.
lb.Responsible Party(for LLC)
lc.Mailing Address 6724 Stepherly Way OR 824 Wilbon Road Holly Springs,NC 27540
Id.Telephone Number 919-291-3260 1 le.Email Address
Address of Property:2100 and 2106 Ralph Stephens Road Holly Springs.NC
Project Description(attach plan if available):Development of a commercial building(s)along with improvements including roadways,
parking areas,utilities,and stormwater management.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Matt Bramblett,PE,Hart&Hickman,PC
4b.Mailing address 2923 South Tryon Street,Suite 100,Charlotte,NC
4c.Telephone no. 704-586-0007 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Ralph Stephens Road Development 5b.County Wake
5c.Nearest Named Stream Basal Creek 5d.River Basin Neuse
6.Has anyone from DWR visited the site? Staff Name Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24.000-1opo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at [phone] if you have any questions.
Division of Water Resources,Raleigh Regional Office.Water Quality Operations Section http://portal.ncdenr.org/weh/wq/aps
1628 Mail Service Center.Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive.Raleigh,NC 27609 Fax:[phone]

ROY COOPER
N.- 0.
MICHAEL S. REGAN
WaterResource5 S. JAY ZIMMERMAN
ENVIRONMENTAL OUALITY
Date Received DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Stancil Stancil—Lowes LLC
lb.Responsible Patty(for LLC) Mr. Freddie Stancil
lc.Mailing Address 466 Stancil Road Angier,NC 27501
Id.Telephone Number 919-639-2073 le.Email Address
Address of Property: 1621 Little Moccasin Lane Holly Springs,NC
Project Description(attach plan if available):Development of a commercial building(s)along with improvements including roadways,
parking areas,utilities,and stormwater management.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Matt Bramblett,PE,Hart&Hickman,PC
4b. Mailing address 2923 South Tryon Street,Suite 100,Charlotte,NC
4c.Telephone no. 704-586-0007 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Ralph Stephens Road Development 5b.County Wake
5c.Nearest Named Stream Basal Creek 5d.River Basin Neuse
6.Has anyone from DWR visited the site? N Staff Name Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919) 791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center.Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax: [phone]

14
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS
Sent Via Email
April 25, 2018 NC Dept of Environmental Quality
Freeland & Kauffman, Inc.
209 West Stone Avenue
Greenville, SC 29609
Raleigh Regional Office
Attn: Mr. Todd Simmons, PE
Re: Preliminary Stream and Wetlands Survey
2100 Ralph Stephens Road,2106 Ralph Stephens Road,
& 1621 Little Moccasin Lane
Holly Springs, Wake County,North Carolina
H&H Job No. FAK-119
Dear Todd:
1.0 Introduction
Hart & Hickman, PC (H&H) is pleased to present this preliminary stream and wetlands survey
for the properties located at 2100 Ralph Stephens Road, 2106 Ralph Stephens Road, and 1621
Little Moccasin Lane in Holly Springs, Wake County, North Carolina (Site or subject Site; see
Figure 1). The three parcels total approximately 41.5 acres and are represented by Wake County
Parcel Numbers 0648949728, 0658043671, and 0658049799. The western and eastern portions
of the Site consist predominately of undeveloped wooded land, and the central portion of the Site
consists predominately of fallow agricultural field. Wildwood Farm Way and a small tract of
land (Wake County Parcel Number 0648949240) cross the west-central portion of the Site, and
there is a small mail structure used by the adjacent subdivision in the northern portion of this
tract of land. There are dilapidated vacant residential structures in the southeastern and eastern
portions of the Site. H&H representatives visited the Site and conducted the delineation from
February 13 to February 16, 2018. A summary of the preliminary stream and wetlands survey is
provided in the following sections. A Site location map is provided as Figure 1, and an aerial
2923 South Tryon Street,Suite too 3921 Sunset Ridge Rd,Suite 301
Charlotte,NC 28203 Raleigh,NC 27607 www.harthickman.com
704.586.0007 main 919.847A241 main

Mr. Todd Simmons, PE
April 25. 2018
Page 2
map with Waters of the US depicted is provided as Figure 2. A survey plat of the stream and
wetland boundaries prepared by Freeland & Associates, Inc., a North Carolina registered land
surveyor, is provided in Appendix A.
2.0 Preliminary Stream and Wetland Survey Methodology and Results
In order to evaluate the potential presence of streams and wetlands on the subject Site, H&H
conducted the following activities:
• reviewed the Apex, NC (2002) US Geological Survey (USGS) 7.5-minute topographic
map with coverage of the subject Site (Figure 1);
• reviewed the Wake County Government Geographical Information System (GIS) for Site
property boundaries, presence of water bodies, and presence of floodplains (Appendix B);
• reviewed the US Fish and Wildlife Service (FWS) National Wetlands Inventory (NWI)
map(Appendix B);
• reviewed the United States Department of Agriculture (USDA) Natural Resources
Conservation Service (MRCS) Web Soil Survey website for soil series present on the
subject Site (Appendix B);
• reviewed the USDA Soil Conservation Service (SCS) hardeopy Soil Survey of Wake
County (November 1970) for soil series and the presence of water bodies on the subject
Site(Appendix B);
• reviewed the FEMA Flood Insurance Rate Map(FIRM) for the Site (Appendix B);
• reviewed the North Carolina Department of Environmental Quality (DEQ) Division of
Water Resources (DWR) Basin Planning Branch Maps GIS website for river basin
information (Appendix A); and
hart � hickman
SMARTER ENVIRONMENTAL SOLUTIONS
S.\AAA-Mmmr R j®sTrelmd R6uR=-FAKIYAK-119 LOW Holy SprnMetlm&Vet a ds Me=o Stream S Wellmds Smq Ldoc

Mr. Todd Simmons, PE
April 25, 2018
Page 3
• conducted a Site-specific preliminary survey of the property for potential surface water
features and wetlands.
2.1 USGS 7.5-Minute Topographic Map
H&H reviewed the USGS 7.5-minute topographic map with coverage of the subject Site.
According to the USGS map, a topographic high point exists in the central portion of the Site.
The USGS map depicts water bodies along the western Site boundary that drain into an unnamed
intermittent tributary of Basal Creek that is located to the southwest of the Site. The USGS map
also depicts an unnamed intermittent tributary of Basal Creek with two in-line ponds in the
eastern portion of the Site. The topographic high point in the central portion of the Site directs
surface drainage to the southwest and to the southeast to water bodies and streams located in the
western and eastern portions of the Site, respectively. The streams convey drainage generally
towards the south to Basal Creek located approximately 1,800 feet to the south of the Site.
(Figure 1).
2.2 Wake County Government GIS
H&H reviewed the Wake County GIS website to determine if surface water bodies and
floodplains are depicted on the subject Site. According to the Wake County GIS website, no
floodplains are depicted on the subject Site. A surface water body and an unnamed tributary of
Basal Creek are depicted in the northeastern and eastern portions of the Site, respectively.
However, surface waters bodies are not depicted in the western portion of the Site. A surface
water body is depicted adjacent to the Site's southwestern corner(Appendix B).
,4111
hart hickman
SMARTER ENVIRONMEMAL SOLUTIONS
S\AAA-MasserF ,.i.FrM.d KeWfvpn-FAK\FAK-119 LOW Holly Sprmgs\Wellulds\West Memo\Slreamk Wetlands Surgl the

Mr. Todd Simmons, PE
April 25, 2018
Page 4
2.3 NWI Map
H&H reviewed a NWI map for potential jurisdictional wetlands and water bodies on the US
FWS NWI Mapper website. The NWI depicts two palustrine unconsolidated bottom
permanently flooded excavated (PUBHx) freshwater ponds in the northeastern and east-central
portions of the Site. The unnamed tributary of Basal Creek is depicted in the eastern portion of
the Site as a riverine intermittent streambed seasonally flooded (R4SBC) surface water feature.
Surface water features are not depicted in the western portion of the Site. A palustrine
unconsolidated bottom permanently flooded diked/impounded (PUBHh) freshwater pond is
depicted adjacent to the Site's southwestern comer(Appendix B).
2.4 USDA NRCS Web Soil Survey
H&H reviewed soil survey information and identified one potentially hydric soil series depicted
on the subject Site: Rains sandy loam, 0 to 2 percent slopes (RaA). The RaA series typically
meets the criteria for hydric soils. The RaA series is present in the western and eastern portions
of the Site (Appendix B).
2.5 USDA SCS Hardcopy Soil Survey
H&H reviewed soil information on the hardcopy soil survey and did not identify the RaA series
on the subject Site. The hardcopy soil survey depicts Lynchburg sandy loam (Ly) along with a
small water body and portions of an intermittent stream in the northeastern portion of the Site.
According to the USDA National Cooperative Soil Survey online website, the Lynchburg soil
series is somewhat poorly drained. The hardcopy soil survey also depicts Wehadkee and Bibb
soils (Wo) along with portions of an intermittent stream in the eastern portion of the Site.
According to the USDA National Cooperative Soil Survey online website, the Wehadkee soil
series consists of poorly drained and very poorly drained floodplain soils, and the Bibb soil series
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS
S:\AAA-Miner R,e ,Er.NMKau -PAK\EAK-114 LON'Holy SOrings\Wnlnids\Wnlands Mnm�S,rean&Wetlands SurveyI We

Mr. Todd Simmons, PE
April 25, 2018
Page 5
consists of poorly drained and moderately permeable floodplain soils. The hardcopy soil survey
depicts Wo soils along with an intermittent stream in the western portion of the Site (Appendix
B).
2.6 FEMA FIRM
H&H reviewed FEMA FIRM panels with coverage of the subject Site, which do not depict 100-
or 500-year flood zones on the subject Site (Appendix B).
2.7 DEQ DWR Basin Planning Branch Maps GIS
H&H reviewed river basin information on the DEQ DWR Basin Planning Branch Maps GIS
website, which indicated that the subject Site is located within the Neuse River Basin. DEQ
Division of Water Resources (DWR) Neuse River Basin Riparian Buffer Rules typically require
a 50-foot wide buffer to intermittent streams, perennial streams, lakes, ponds, and estuaries;
diffuse stormwater flow and other requirements.
2.8 Site Specific Survey
On February 13 to February 16, 2018, H&H performed a preliminary stream and wetlands survey
on the property in accordance with the 1987 US Army Corps of Engineers (Corps) Manual and
the Interim Regional Supplement to the Corps Wetland Delineation Manual—Atlantic and Gulf
Coastal Plain Region (Version 2.0) and the North Carolina Department of Environmental
Quality Division of Water Resources (DEQ DWR) Methodology for Identification of Intermittent
Streams and Their Origins (Version 4.11). Hydric soil, wetland hydrology, and wetland
vegetation must be present to classify an area as a wetland. H&H flagged potential streams and
wetland areas in the field using an alphanumeric system.
hart hickman
SMARTER ENVIRONMENTAL SOWTIONS
S]AAA-Mute Pro stt rmlend KnnfBaxn FAKVAK-119 LOW No1h M.St'.&Wetlands Su"Idoc

Mr. Todd Simmons, PE
April 25, 2018
Page 6
2.8.1 Streams
H&H surveyed the property for potential streams or surface water features. H&H observed two
streams on the subject Site: Stream Channel 'A' (SCA)and Stream Channel 'B' (SCB).
SCA is located within a natural valley in the western portion of the Site and receives surface
drainage from higher elevations to the west and east of the Site. SCA forms the western
boundary of the Site and is located within Wetland 'A', a riparian wetland that is discussed
below in Section 2.8.2. SCA and Wetland 'A' also receive drainage from an upgradient surface
water feature that is located off-Site to the north beyond Ralph Stephens Road. A culvert
beneath Ralph Stephens Road conveys drainage from the upgradient surface water feature into
SCA and Wetland 'A'. H&H observed ordinary high-water mark (OHWM), sinuosity along the
thalweg, and the presence of base flow within the stream channel. H&H used DEQ DWR's
Stream Identification Form (version 4.11), which indicates that SCA is intermittent (Appendix
Q. SCA is an unnamed tributary of Basal Creek and conveys drainage in a southerly direction
towards Basal Creek. SCA totals approximately 1,061.2 linear feet.
SCB is also located within a natural valley in the eastern portion of the Site and receives surface
drainage from higher elevations to the west and east of the Site and impervious surfaces to the
north (Ralph Stephens Road) and east (NC Highway 55). SCB forms the southeastern boundary
of the Site and originates at the downgradient portion of Wetland 'D', which appears to be a
former in-line agricultural pond that has since been drained. SCB flows underground within
Wetland `C' near the upgradient portion of Pond 2 and resurfaces at the downgradient portion of
Pond 2. The northern and southern sections of SCB are identified as SCB-I and SCB-2,
respectively, on Figure 2. Portions of SCB are surrounded by riparian wetlands, which are
discussed below in Section 2.8.2. H&H observed OHWM, weak sinuosity along the thalweg,
and weak in-channel structure within the stream channel. H&H used DEQ DWR's Stream
Identification Form (version 4.11), which indicates that SCB is intermittent (Appendix Q. SCB
hart hickman
SMARTER ENVIRONMENTAt SOW❑ONS
S\AAA-MsswrR 1 s&rmiwd"ulfiiw-FAK\FAK-1 Iv LOW'Nulh SOrmes�Wnlends\WeiWds Memo StrumC W'ellunds Swrry Ldoc

Mr. Todd Simmons, PE
April 25, 2018
Page 7
is an unnamed tributary of Basal Creek and conveys drainage in a southerly direction towards
Basal Creek. SCB-1 totals approximately 701.4 linear feet and SCB-2 totals approximately
351.3 linear feet with a total of approximately 1,052.7 linear feet of SCB on-Site.
Photographs are provided in Appendix D.
2.8.2 Wetlands
During our Site visit, H&H investigated the soils in potential wetland areas for hydric soil
indicators by advancing multiple soil borings across potential areas and throughout the Site.
H&H delineated four potential jurisdictional Wetland Areas: Wetland 'A', Wetland `B', Wetland
'C', and Wetland `D'. H&H noted that soils sampled in these wetland areas exhibited
characteristics consistent with those of a hydric soil. Observed soil types are documented on the
wetlands forms and photographs(Appendices C and D).
H&H also observed the primary hydrologic indicators and sufficient obligate to facultative
wetland vegetation located in multiple wetland data points throughout the potential wetland
areas. Observed hydrologic indicator types and wetland vegetation are documented on the
wetlands forms and photographs (Appendices B and Q.
Based on the hydric soils, hydrology and vegetation, the three criteria required for wetlands were
observed in certain areas of the Site. Wetland `A' is a riparian wetland that surrounds the
majority of SCA in the western portion of the Site. Portions of Wetland `A' are located off-Site
on the property to the west of the Site. Wetland 'A' originates at the downgradient section of a
culvert beneath Ralph Stephens Road that conveys drainage from an upgradient and off-Site
surface water feature. Wetland `A' drains into SCA, which conveys drainage to the south.
Vegetation consists primarily of intermediate growth hardwood trees, and emergent and vine
species. Wetland `A' encompasses approximately 0.969 acres of on-Site area.
hart hickman
SMARTEN ENVIRONMENTAL SOLU➢OI\S
S Kuffle -FAKTAK-119 LOWHole Sprmys\Wnlmds\Wfllmds Menn'SVeemB Wmle Su ,Ido<

Mr. Todd Simmons, PE
April 25, 2018
Page 8
Wetland 'B' is a riparian wetland that is located along the southwestern bank of SCB in the
southeastern portion of the Site. Wetland `B' originates near the downgradient portion of Pond 2
(further discussed below) located in the southeastern portion of the Site that discharges into SCB.
Wetland 'B' drains into SCB, which conveys drainage to the south. Vegetation consists
primarily of intermediate growth hardwood trees, and emergent and vine species. Wetland 'B'
encompasses approximately 0.145 acre.
Wetland 'C' is a riparian wetland that is located along the western bank of SCB in the eastern
portion of the Site. The southern portion of Wetland 'C' forms a narrow wetland fringe along the
western side of Pond 2. Wetland 'C' drains into SCB and Pond 2, which convey drainage to the
south. Vegetation consists primarily of intermediate growth hardwood trees and scrub-shrub
species. Wetland 'C' encompasses approximately 0.581 acre.
Wetland 'D' is a riparian wetland that is located north of the upgradient section of SCB in the
northeastern portion of the Site. Wetland 'D' exists within the footprint of a former agricultural
pond that has since been drained. Wetland 'D' likely receives surface runoff from the nearby
impervious Ralph Stephens Road to the north and NC Highway 55 to the east. Wetland `D'
drains into SCB. Vegetation consists primarily of intermediate growth hardwood trees and
emergent species. Wetland 'D' encompasses approximately 0.931 acre. Photographs are
provided in Appendix C.
2.8.3 Ponds
H&H also surveyed the property for surface water features other than streams and wetlands and
identified two ponds on-Site: Pond '1' and Pond '2'. Pond '1' is located in the southwestern
portion of the Site and straddles the Site's western boundary. Pond '1' is a shallow likely man-
made pond that appears to have been formerly diked at the downgradient portion. SCA runs
hart � hickman
SMARTER ENVIRONMENTAL SOLULONS
S\AAA-Mesta Fjws\FTMffld K ffi n FAK\FAK-119 LOW Holly Springs\Walm&WCIW Mero`Str e R Wetlands SunryI doc

Mr. Todd Simmons, PE
April 25, 2018
Page 9
through the center of Pond 'I'. Pond `1' encompasses approximately 0.077 acre of on-Site area.
Pond `2' is located in the southeastern portion of the Site and straddles the Site's eastern
boundary. Pond `2' is also a man-made pond that was formerly diked at the downgradient
portion. Pond '2' encompasses approximately 0.121 acre of on-Site area.
3.0 Permitting for Stream and Wetland Impacts
Proposed impacts to streams and/or wetlands require Section 404/401 permits from the Corps
and DWR, respectively. According to the DEQ Office of Environmental Education & Public
Affairs North Carolina River Basins GIS website, the subject Site is located within the Neuse
River Basin. DEQ DWR Section 401 permitting also includes buffer rules within the Neuse
River Basin, which typically requires a 50-foot wide buffer to intermittent streams, perennial
streams, lakes, ponds, and estuaries; and stormwater requirements such as diffuse flow. The
Town of Holly Springs requires a 100 ft buffer for perennial streams.
H&H recommends that the wetlands and streams be verified by the Corps and DEQ DWR during
a Preliminary Jurisdictional Determination (PJD) Site visit. In addition, H&H recommends that
a buffer rule applicability determination be made by DEQ DWR. If the Corps and DEQ DWR
concur with the preliminary findings of the survey, Section 404/401 permits will be required to
impacts wetlands and streams.
hart � hickman
SMARTER ENVIRONMENTAL SOLUTIONS
S.\AAA-Msbr N.p ,,f,M.dK..ffi. FAKTkKII9 LOW Holly Spr.,,Ve1.&WnWd M.1Sv.R Wed.&Sw,ldoc

Mr. Todd Simmons, PE
April 25, 2018
Page 10
Please contact us if you have any questions, or require additional information.
Sincerely,
Hart and Hickman, PC
Matt Bramblett, PE Danielle Birmingham
Principal Assistant Project Environmental Scientist
Attachments
cc: Mr. Travis Spicer, Lowe's Home Centers, LLC (Via Email)
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS
S.\AAA-Minter Pml s&—Imd EmuN=-FAA\FAA-II9LOWHolh Sprmps\Wetlwds\Wetlands Memo,Sti m&Weliwds SumryId

Appendix B
Wake County GIS Map, NWI Map,Soil Survey Maps,
FEMA Flood Map,and River Basins Map
hart hickman

USDA United States A product of the National Custom Soil Resource
�— Department of Cooperative Soil Survey,
Agriculture a joint effort of the United Report for
States Department of
Agriculture and other
NRCS Wake County
Federal agencies, State ,
Natural agencies including the
Resources Agricultural Experiment North Carolina
Conservation Stations, and local
Service participants
v
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0 MMMMM8,000 rt
February 5, 2018

Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers,developers, builders, and home buyers.
Also, conservationists,teachers, students, and specialists in recreation,waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local,and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments(hftp://www.nres.usda.govlwps/
portallnres/main/soils/health/)and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(hftps://offices.sc.egov.usda.gov/locator/app?agency=nres)or your NRCS State Soil
Scientist(hftp:/Iwww.nres.usda.gov/wps/portal/nrGs/detail/soils/contactus/?
cid=nres142p2053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields.A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies,State agencies including the
Agricultural Experiment Stations, and local agencies.The Natural Resources
Conservation Service(NRCS)has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture(USDA)prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age,disability,
and where applicable, sex, marital status,familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2

alternative means for communication of program information (Braille, large print,
audiotape,etc.)should contact USDA's TARGET Center at(202)720-2600(voice
and TDD). To file a complaint of discrimination,write to USDA, Director,Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C.20250-9410 or
call(800)795-3272(voice)or(202)720-6382(TDD). USDA is an equal opportunity
provider and employer.
3

Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................6
SoilMap..................................................................................................................8
SoilMap................................................................................................................9
Legend................................................................................................................10
MapUnit Legend................................................................................................ 11
MapUnit Descriptions.........................................................................................11
Wake County, North Carolina..........................................................................13
DoA—Dothan loamy sand,0 to 2 percent slopes....................................... 13
DoB—Dothan loamy sand,2 to 6 percent slopes....................................... 14
GrC—Gritney sandy loam,6 to 10 percent slopes......................................15
RaA—Rains sandy loam,0 to 2 percent slopes..........................................16
W—Water....................................................................................................18
WeD—Wedowee sandy loam, 10 to 15 percent slopes..............................18
References............................................................................................................21
4

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area.They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes;the general pattern of drainage;the kinds of crops and
native plants; and the kinds of bedrock.They observed and described many soil
profiles.A soil profile is the sequence of natural layers,or horizons, in a soil.The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses(USDA, 2006).Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed.Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however,soil
scientists must determine the boundaries between the soils.They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture,size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils.After describing the soils in the survey area and determining their
properties,the soil scientists assigned the soils to taxonomic classes(units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile.After the soil
5

Custom Soil Resource Report
scientists classified and named the soils in the survey area,they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confine data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components;the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions.Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping,design of map units, complexity of the landscape,
and experience of the soil scientist.Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined,a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components.The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component.Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions,and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records,and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farts records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area,they drew the boundaries of these bodies on aerial photographs and
6

Custom Soil Resource Report
identified each as a specific map unit.Aerial photographs show trees, buildings,
fields, roads,and rivers, all of which help in locating boundaries accurately.
7

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map.Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
8

Custom Soil Resource Report
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Custom Soil Resource Report
MAP LEGEND MAP INFORMATION
Area oflntemst(AOI) lg Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) Q Stony Spot 1:24.000.
Soils Very Stony Spot
Soil Map Unit Polygons � Warning:Soil Map may not be valid at this scale.
Wet Spot
N Soil Map Unit Lines " Enlargement of maps beyond the scale of mapping can cause
Other misunderstanding of the detail of mapping and accuracy of soil
� Soil Map Unit Points '' 9 PP 9 %'
Special Line Features line placement.The maps do not show the small areas of
Special Point Features contrasting soils that could have been shown at a more detailed
V Blowout Water Features scale.
Streams and Canals
® Borrow Pit
Transportation Please rely on the bar scale on each map sheet for map
x Clay Spot H-F-r Rails measurements.
U Closed Depression interstate Highways
Gravel Pit Source of Map: Nature)Resources Conservation Service
.y US Routes Web Soil Survey URL:
Gravelly Spot Major Roads Coordinate System: Web Mercator(EPSG:3657)
0 Landfill Local Roads Maps from the Web Soil Survey are based on the Web Mercator
Lava Flow Background projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
Jlf. Marsh or swamp . Aerial Photography Albers equal-area conic projection,should be used if more
�. Mine or Quarry accurate calculations of distance or area are required.
0 Miscellaneous Water This product is generated from the USDA-NRCS certified data as
O Perennial Water of the version date(s)listed below.
y Rock Outcrop
Soil Survey Area: Wake County,North Carolina
+ Sone Spot Survey Area Data: Version 16,Oct 2,2017
Sandy Spot Soil map units am labeled(as space allows)for map scales
,IB, Severely Eroded Spot 1:50,000 or larger.
o Sinkhole Date(s)aerial images were photographed: Apr 4,2014—Feb 4,
Slide or Slip 2017
or Sodic Spot The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps.As a result,some minor
shifting of map unit boundaries may be evident.
10

Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol Map Unfl Name Acres in AOI Percent of AOI
DoA Dothan loamy sand,0 to 2 14.3 28.8%
percent slopes
Doti Dothan loamy sand,2 to 6 18.3 36.9%
percent slopes
GrC Gritney sandy loam,6 to 10 9.3 18.8%
percent slopes
RaA Rains sandy loam,0 to 2 4.3 8.8%
percent slopes
W Water 0.1 0.3%
WeD Wedowee sandy loam,10 to 15 3.2 6A%
percent slopes
Totals for Area of Interest 49.5 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions,along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas.A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however,the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus,the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever,can be mapped without
including areas of other taxonomic classes. Consequently,every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit,and thus they do not affect use and management. These are called
noncontrasting, or similar, components.They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting,or dissimilar, components.They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area,the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each.A few areas of minor
components may not have been observed,and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
11

Custom Soil Resource Report
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements.The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer,slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series.The name of a soil phase
commonly indicates a feature that affects use or management. For example,Alpha
sift loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas.Alpha-Beta complex,0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately.The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar.Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management.The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform.An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them.Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
12

Custom Soil Resource Report
Wake County, North Carolina
DoA—Dothan loamy sand, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol. 2spp0
Elevation: 70 to 560 feet
Mean annual precipitation: 39 to 47 inches
Mean annual air temperature: 55 to 63 degrees F
Frost-free period, 200 to 250 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Dothan and similar soils: 94 percent
Minor components: 6 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Dothan
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Parent material., Loamy marine deposits
Typical profile
Ap-0 to 12 inches: loamy sand
Bt- 12 to 40 inches: sandy clay loam
Btv-40 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: 35 to 43 inches to plinthite
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately low to
moderately high (0.06 to 0.60 in/hr)
Depth to water table: About 34 to 40 inches
Frequency of flooding: None
Frequency of ponding., None
Available water storage in profile: Moderate (about 6.5 inches)
Interpretive groups
Land capability classification(irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: C
Hydric soil rating: No
Minor Components
Fuquay
Percent of map unit: 6 percent
Landform: I nterfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
13

Custom Soil Resource Report
Down-slope shape: Convex
Across-slope shape: Linear
Hydric soil rating: No
DoB—Dothan loamy sand, 2 to 6 percent slopes
Map Unit Setting
National map unit symbol: 2sppl
Elevation: 70 to 560 feet
Mean annual precipitation: 39 to 47 inches
Mean annual air temperature: 55 to 63 degrees F
Frost-free period: 200 to 250 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Dothan and similar soils: 92 percent
Minor components: 8 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Dothan
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Parent material., Loamy marine deposits
Typical profile
Ap-0 to 12 inches: loamy sand
Bt- 12 to 40 Inches: sandy clay loam
Btv-40 to 80 inches: sandy clay loam
Properties and qualities
Slope: 2 to 6 percent
Depth to restrictive feature: 35 to 43 inches to plinthite
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately low to
moderately high (0.06 to 0.60 inlhr)
Depth to water table: About 34 to 40 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate(about 6.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: C
Hydric soil rating: No
14

Custom Soil Resource Report
Minor Components
Fuquay
Percent of map unit. 4 percent
Landform: Interfluves
Landform position (two-dimensional): Summit
Landform position(three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Hydric soil rating: No
Gritney
Percent of map unit. 4 percent
Landform: Interfluves
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Hydric soil rating: No
GrC—Gritney sandy loam, 6 to 10 percent slopes
Map Unit Setting
National map unit symbol: 2xh9x
Elevation: 70 to 560 feet
Mean annual precipitation: 39 to 47 inches
Mean annual air temperature: 55 to 63 degrees F
Frost-free period., 200 to 250 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Gritney and similar soils: 94 percent
Minor components: 6 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Gritney
Setting
Landform: Interfluves
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Parent material. Loamy marine deposits
Typical profile
Ap-0 to 5 inches: sandy loam
Bt-5 to 43 inches: clay
BC-43 to 50 inches: sandy clay loam
C-50 to 80 inches: sandy loam
15

Custom Soil Resource Report
Properties and qualities
Slope: 6 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 18 to 36 inches
Frequency of flooding: None
Frequency of ponding. None
Available water storage in profile: Moderate(about 8.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: D
Hydric soil rating: No
Minor Components
Dothan
Percent of map unit., 6 percent
Landform: Interfluves
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Linear
Hydric soil rating: No
RaA—Rains sandy loam, 0 to 2 percent slopes
Map Unit Setting
National map unit symbol., 2ggm0
Elevation: 30 to 330 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period., 200 to 280 days
Farmland class cation: Prime farmland if drained
Map Unit Composition
Rains, undrained, and similar soils: 58 percent
Rains, drained, and similar soils: 24 percent
Minor components., 18 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Rains, Undralned
Setting
Landform: Carolina bays on marine terraces,flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip,talf
16

Custom Soil Resource Report
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Loamy marine deposits
Typical profile
A-0 to 6 inches: sandy loam
Eg-6 to 12 inches: sandy loam
Big- 12 to 65 inches: sandy day loam
BCg-65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 0 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.9 inches)
Interpretive groups
Land capability classification(irrigated): None specified
Land capability classification(nonimigated): 4w
Hydrologic Soil Group: AID
Hydric soil rating: Yes
Description of Rains, Drained
Setting
Landform: Carolina bays on marine terraces,flats on marine terraces, broad
interstream divides on marine terraces
Landform position (three-dimensional): Dip,talf
Down-slope shape: Linear
Across-slope shape: Linear
Parent material. Loamy marine deposits
Typical profile
Ap-0 to 6 inches: sandy loam
Eg-6 to 12 inches: sandy loam
Big- 12 to 65 inches: sandy Gay loam
BCg-65 to 80 inches: sandy clay loam
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage Gass: Poorly drained
Capacity of the most limiting layer to transmit water(Ksat): Moderately high to
high (0.20 to 1.98 in/hr)
Depth to water table: About 12 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate(about 7.9 inches)
Interpretive groups
Land capability classification(irrigated): None specified
Land capability classification(nonirrigated): 3w
Hydrologic Soil Group: B
17

Custom Soil Resource Report
Hydric soil rating: Yes
Minor Components
Lynchburg
Percent of map unit: 10 percent
Landform: Flats on marine terraces, broad interstream divides on marine terraces
Landform position (three-dimensional): Talf
Down-slope shape: Linear
Across-slope shape: Linear
Hydric soil rating: No
Pantego, undrained
Percent of map unit: 8 percent
Landform: Flats, stream terraces, broad interstream divides
Landform position (three-dimensional): Tread, tall
Down-slope shape: Linear
Across-slope shape: Concave
Hydric soil rating: Yes
W—Water
Map Unit Setting
National map unit symbol., 2ggjv
Elevation: 70 to 450 feet
Mean annual precipitation: 39 to 51 inches
Mean annual air temperature: 55 to 63 degrees F
Frost-free period: 200 to 250 days
Farmland classification: Not prime farmland
Map Unit Composition
Water: 100 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Water
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
WeD—Wedowee sandy loam, 10 to 15 percent slopes
Map Unit Setting
National map unit symbol: 2xn3y
18

Custom Soil Resource Report
Elevation: 70 to 560 feet
Mean annual precipitation: 39 to 47 inches
Mean annual air temperature: 55 to 63 degrees F
Frost-free period: 200 to 250 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Wedowee and similar soils: 94 percent
Minor components: 6 percent
Estimates are based on observations, descriptions, and transacts of the mapunit.
Description of Wedowee
Setting
Landform: Interfluves
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Convex
Parent material. Saprolite residuum weathered from granite and gneiss and/or
saprolite residuum weathered from schist
Typical profile
Ap-0 to 4 inches: sandy loam
E-4 to 7 inches: sandy loam
Bt-7 to 23 inches: clay
BC-23 to 35 inches: clay loam
C-35 to 80 inches: sandy clay loam
Properties and qualities
Slope: 10 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class., Well drained
Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately
low(0.00 to 0.06 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate(about 8.6 inches)
Interpretive groups
Land capability classification(irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: D
Hydric soil rating. No
Minor Components
Saw
Percent of map unit: 4 percent
Landform: Interfluves
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Convex
Hydric soil rating: No
19

Custom Soil Resource Report
Pacolet
Percent of map unit: 2 percent
Landform: Interfluves
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Convex
Hydric soil rating: No
20

References
American Association of State Highway and Transportation Officials(AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM).2005. Standard classification of
soils for engineering purposes.ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994.Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W.,and L.M.Vasilas,editors.Version 6.0,2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995.Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/
n res/deta iI/nationa I/soi Is/?cid=nres 142p2_054262
Soil Survey Staff. 1999. Soil taxonomy:A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nres.usda.gov/wps/porta l/nres/deta i I/nationa I/soils/?cid=nres 142 p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nres.usda.gov/wps/porta I/nres/deta i I/national/soils/?cid=nres 142 p2_053580
Tiner, R.W.,Jr. 1985.Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/
ho me/?cid=nres 142 p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/land use/rangepastu re/?cid=stelprdb 1043084
21

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook,title 430-VI. http://www.nres.usda.gov/wps/portal/
n res/detai I/soi Islscientistsl?cid=n res 142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean,and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid=nres 142 p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/lntemeVFSE DOCUMENTS/nrcs142p2 052290.pdf
22

Hydric Rating by Map Unit—Wake County,North Carolina s
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1 iSDA Natural Resources Web Soil Survey 2/5/2018
Conservation Service National Cooperative Soil Survey Page 1 of 5

Hydric Rating by Map Unit—Wake County,North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest(A01) Transportation The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) µ.t Rails 1:24,000.
Soils „y Interstate Highways Warning:Soil Map may not be valid at this scale.
Soil Rating Polyil ti US Routes
Hydric(100%) Enlargement of maps beyond the scale of mapping can cause
Major Roads misunderstanding of the detail of mapping and accuracy of soil
0 Hydric(66 to 99%) line placement.The maps do not show the small areas of
Local Roads contrasting soils that could have been shown at a more detailed
Q Hydric(33 to 65%) scale.
Background
I] Hydric(1 to 32%) penal Photography
Please rely on the bar scale on each map sheet for map
Not Hydric(0%) measurements.
Q Not rated or not available Source of Map: Natural Resources Conservation Service
Soil Rating Unea Web Soil Survey URL:
„y Hydric(100%) Coordinate System: Web Mercator(EPSG3857)
Maps from the Web Soil Survey are based on the Web Mercator
.� Hydric(66 to 99%) projection,which preserves direction and shape but distorts
. Hydric(33 to 65%) distance and area.A projection that preserves area,such as the
Albers equal-area conic projection,should be used if more
. I Hydric(1 to 32%) accurate calculations of distance or area are required.
~ Not Hydric(0%) This product is generated from the USDA-NRCS certified data as
. . Not rated or not available of the version date(s)listed below.
Soil Rating Points Soil Survey Area: Wake County,North Carolina
Hydric(100%) Survey Area Data: Version 16,Oct 2,2017
Hydric(66 to 99%) Soil map units are labeled(as space allows)for map scales
1:50,000 or larger.
Hyddc(33 to 65%) Date(s)aerial images were photographed: Apr 4,2014—Feb 4,
Hydric(1 to 32%) 2017
Not Hydric(0%) The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
13 Not rated or not available imagery displayed on these maps.As a result,some minor
Water Features shifting of map unit boundaries may be evident.
Streams and Canals
USDA Natural Resources Web Soil Survey 2/5/2018
SI= Conservation Service National Cooperative Soil Survey Page 2 of 5

Hydric Rating by Map Unit—Wake County,North Carolina
Hydric Rating by Map Unit
Map unit symbol Map unit name Rating Acres in AD] Percent of ADI
DoA Dothan loamy sand,0 to 0 14.3 28.8
2 percent slopes
Do8 Dothan loamy send,2 to 0 18.31 36.9%
6 percent slopes
GrC Ghtney sandy loom,6 to 0 9.3 18.8%
10 percent slopes
RaA Rains sandy loam,0 to 90 4.3 8.8%
2 percent slopes
W Water 0 0.1 0.3%
WeD Wedowee sandy loam, 0 3.2 6A%
10 to 15 percent
slopes
Totals for Ana of Internet49.5 100.0%
USDA Natural Resources Web Soil Survey 2/5/2018
1110 Conservation Service National Cooperative Soil Survey Page 3 of 5

Hydric Rating by Map Unit—Wake County,North Carolina
Description
This rating indicates the percentage of map units that meets the criteria for hydric
soils. Map units are composed of one or more map unit components or soil
types,each of which is rated as hydric soil or not hydric. Map units that are made
up dominantly of hydric soils may have small areas of minor nonhydric
components in the higher positions on the landform, and map units that are made
up dominantly of nonhydric soils may have small areas of minor hydric
components in the lower positions on the landform. Each map unit is rated based
on its respective components and the percentage of each component within the
map unit.
The thematic map is color coded based on the composition of hydric
components.The five color classes are separated as 100 percent hydric
components, 66 to 99 percent hydric components, 33 to 65 percent hydric
components, 1 to 32 percent hydric components, and less than one percent
hydric components.
In Web Soil Survey,the Summary by Map Unit table that is displayed below the
map pane contains a column named 'Rating'. In this column the percentage of
each map unit that is classified as hydric is displayed.
Hydric soils are defined by the National Technical Committee for Hydric Soils
(NTCHS)as soils that formed under conditions of saturation,flooding,or ponding
long enough during the growing season to develop anaerobic conditions in the
upper part(Federal Register, 1994). Under natural conditions, these soils are
either saturated or inundated long enough during the growing season to support
the growth and reproduction of hydrophytic vegetation.
The NTCHS definition identifies general soil properties that are associated with
wetness. In order to determine whether a speck soil is a hydric soil or nonhydric
soil, however, more specific information, such as information about the depth and
duration of the water table, is needed.Thus, criteria that identify those estimated
soil properties unique to hydric soils have been established (Federal Register,
2002). These criteria are used to identify map unit components that normally are
associated with wetlands.The criteria used are selected estimated soil properties
that are described in"Soil Taxonomy"(Soil Survey Staff, 1999)and"Keys to Soil
Taxonomy"(Soil Survey Staff, 2006)and in the"Soil Survey Manual"(Soil Survey
Division Staff, 1993).
If soils are wet enough for a long enough period of time to be considered hydric,
they should exhibit certain properties that can be easily observed in the field.
These visible properties are indicators of hydric soils.The indicators used to
make onsite determinations of hydric soils are specified in"Field Indicators of
Hydric Soils in the United States"(Hurt and Vasilas, 2006).
References:
Federal Register.July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18,2002. Hydric soils of the United States.
usDA Natural Resources Web Soil Survey 2/5/2018
10-0 Conservation Service National Cooperative Soil Survey Page 4 of 5

Hydnc Rating by Map Unit—Wake County,North Carolina
Hurt, G.W., and L.M. Vasilas,editors.Version 6.0, 2006. Field indicators of hydric
soils in the United States.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18.
Soil Survey Staff. 1999.Soil taxonomy:A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources
Conservation Service. U.S. Department of Agriculture Handbook 436.
Soil Survey Staff.2006. Keys to soil taxonomy. 10th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service.
Rating Options
Aggregation Method:Percent Present
Component Percent Cutoff..None Specified
Tie-break Rule:Lower
US�D.n Natural Resources Web Soil Survey 215/2018
Conservation Service National Cooperative Soil Survey Page 5 of 5

North Carolina River Basins Map
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Appendix C
DEQ DWR Stream Identification Forms and
U.S. Army Corps of Engineers Wetland Determination Forms
hart hickman
S� MK

WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region
Project(Site: Ralph Stephens Road Development City/County: Holly Springs/Wake Co. Sampling Date: 2/13118
ApplicanUOwner: Lowe's Home Centers LLC State: NC Sampling Point TPA
Investigator(s): DCB-Hart&Hickman, PC Section,Township,Range: Southern portion of Town of Holly Springs
Landform(hillslope,terrace,etc.): Riparian area of stream Local relief(concave,convex,none): Concave Slope(°/,): 0-2
Subregion(LRR or MLRA): LRR P MLRA 133A Let: 35.630326 Long: -78.832366 Datum:
Soil Map Unit Name: Rains sandy loam(Ra) NWI classification: PF01
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
Hydric Soil Present? Yes X Is the Sampled Area
_ No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
This data point appears to be located within a wetland - Wetland 'A'. Wetland 'A' is located within a
riparian area of an adjacent stream.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two reouired)
Primary Indicators(minimum of one is required check all that apply) ❑ Surface Soil Cracks(86)
Surface Water(At) ❑ Aquatic Fauna(B13) ���❑III Sparsely Vegetated Concave Surface(138)
✓ High Water Table(A2) ❑ Mart Deposits(B15)(LRR U) Drainage Patterns(B10)
Saturation(A3) 1❑f Hydrogen Sulfide Odor(CI) ✓ Moss Trim Lines(1316)
rrr-���✓ Water Marks(Ell 1L�Jf Oxidized Rhizospheres along Living Roots(C3) r}'¢7 Dry-Season Water Table(C2)
LJ Sediment Deposits(B2) 1Q Presence of Reduced Iron(C4) Ll Crayfish Burrows(C8)
Ia_I Drift Deposits(133) LJ Recent Iron Reduction in Tilled Soils(C6) Saturation Visible on Aerial Imagery(Cg)
u Algal Mat or Crust(64) Thin Muck Surface(C7) Geomorphic Position(D2)
Iron Deposits(135) Other(Explain in Remarks) ❑ Shallow Aquitard(D3)
❑ Inundation Visible on Aerial Imagery(B7) j] FAC-Neutral Test(D5)
Q Water-Stained Leaves(89) ❑ Sphagnum moss(D8)(LRR T,U)
Field Observations:
Surface Water Present? Yes_ No X Depth(inches):
Water Table Present? Yes X No— Depth(inches): 3„
Saturation Present? Yes x Ni Depth(inches): 0" Wetland Hydrology Present? Yes X No
includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available:
Remarks:
This data point appears to contain wetland hydrology indicators.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Version 2.0

VEGETATION (Four Strata)—Use scientific names of plants. sampling Point: TP-1
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30' ) %coverSpecies? Status Number of Dominant Species
1 Carpinus caroliniana 30 Y FAC That Are OBL,FACW,or FAC: 6 (A)
2 Salix nigra 10 Y OBL
Total Number of Dominant
3.
Species Across All Strata: 7 (8)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: 86 (A(B)
6.
7 Prevalence Index worksheet:
8 Total%Cover of: Multiply by:
40 =Total Cover OBL species x 1 =
50%of total cover: 20 20%of total cover: 8 FACW species x 2=
' FAC species x 3=
Sapling/Shrub Stratum (Plot size: 15 )
1 Rubus argutus 20 Y FAC FACU species x 4=
2 Smilax rotundifolia 20 Y FAC UPL species x 5=
3.
Column Totals. (A) (B)
4. Prevalence Index =BIA=
5.
Hydrophytic Vegetation Indicators:
6. _ 1 -Rapid Test for Hydrophytic Vegetation
7_ X 2-Dominance Test is>50%
8. _ 3-Prevalence Index is s3.0'
40 =Total Cover _ Problematic Hydrophytic Vegetation'(Explain)
50%of total cover: 20 20%of total cover. 8
Herb Stratum (Plot size: 5' ) 'Indicators of hydric soil and wetland hydrology must
1 Microstegium sp. 70 Y FAC be present,unless disturbed or problematic.
2 Arundinaria gigantea 20 Y FACW 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.
go =Total Cover
50%of total cover: 45 20%of total cover. 18
Woody Vine Stratum (Plot size: 30' )
1 Lonicera japonica 20 Y FACU
2.
3.
4.
5. Hydrophytic
20 =Total Cover Vegetation
50%of total cover: 70 20%of total cover: 4 Present? Yes x No
Remarks: (If observed,list morphological adaptations below).
This data point appears to contain hydrophytic vegetation.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

SOIL Sampling Point: TP-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) % Type' Loe Texture Remarks
0-20 2.5Y 512 90 10YR 5/6 10 C M sandy
'Type: C=Concentration,D=De letion RM=Reduced Matrix,MS=Masked Sand Grains. 'Location: PL=Pore Lining,M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils':
u Histosol(Al) Polyvalue Below Surface(SB)(LRR S,T,U) 1 cm Muck(A9)(LRR O)
Histic Epipedon(A2) L] Thin Dark Surface(S9)(LRR S,T,U) 2 cm Muck(A10)(LRR S)
Black Histic(A3) D Loamy Mucky Mineral(Fl)(LRR O) T�'I Reduced Vertic(F18)(outside MLRA 150A,B)
Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) T 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) Redox Dark Surface(F6) (MLRA 153B)
5 cm Mucky Mineral(A7)(LRR P,T,U) Depleted Dark Surface(F7) l❑1 Red Parent Material(TF2)
Muck Presence(A8)(LRR U) Lj Redox Depressions(F8) D Very Shallow Dark Surface(TF12)
1 km Muck(A9)(LRR P,T) Marl(F10)(LRR U) D Other(Explain in Remarks)
Depleted Below Dark Surface(Al 1) D Depleted Ochric(F11)(MLRA 161)
D Thick Dark Surface(At 2) 0 Iron-Manganese Masses(F12)(LRR O,P,T) 31ndicators of hydrophytic vegetation and
Coast Prairie Redox(A16)(MLRA 150A) Q 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.
D 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:
This data point appears to contain hydric soil indicators.
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: Ralph Stephens Road Development City/County: Holly Springs/Wake Co. Sampling Date: 2116/18
Applicant/Owner: Lowe's Home Centers LLC State: NC Sampling Point: TP-2
Investigator(s): DCB-Hart&Hickman, PC Section,Township,Range: Southern portion of Town of Holly Springs
Landform(hillslope,terrace,etc.): Hillslope Local relief(concave,convex, none): Concave Slope(%): 6-10
Subregion(LRR or MLRA): LRR P MLRA 133A Let: 35.630555 Long: -78.832113 Datum:
Soil Map Unit Name: Gritney sandy loam(Gr) NWI classification:
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,transacts,important features, etc.
Hydrophytic Vegetation Present? Yes X No
Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes_ No X
Remarks:
This data point does not appear to be located within a wetland.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is reouire&check all that apply) ❑ Surface Soil Cracks(B6)
Surface Water(Al) ❑ Aquatic Fauna(B13) ❑ Sparsely Vegetated Concave Surface(B8)
High Water Table(A2) ❑ Marl Deposits(B15)(LRR U) ❑_ Drainage Patterns(610)
❑ Saturation(A3) ❑ Hydrogen Sulfide Odor(C1) ❑'I Moss Trim Lines(616)
III--❑_---III Water Marks(B1) ❑ Oxidized Rhizospheres along Living Roots(C3) }� Dry-Season Water Table(C2)
Sediment Deposits(132) ❑ Presence of Reduced Iron(C4) ❑ Crayfish Burrows(C8)
Drift Deposits(B3) ❑ Recent Iron Reduction in Tilled Soils(C6) Saturation Visible on Aerial Imagery(C9)
u Algal Mat or Crust(134) Thin Muck Surface(C7) ❑ Geomorphic Position(132)
nQn Iron Deposits(65) Other(Explain in Remarks) ❑ Shallow Aquilard(D3)
Lnn1 Inundation Visible on Aerial Imagery(B7) ❑ FAC-Neutral Test(D5)
L1 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_ No X Depth(inches): Wetland Hydrology Present? Yes_ No X
includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),I available:
Remarks:
This data point does not appear to contain wetland hydrology indicators.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

VEGETATION (Four Strata)—Use scientific names of plants. Sampling Point: TP-2
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30' ) %CoverSpecies? Status Number of Dominant Species
1 Pinus taeda 50 Y FAC That Are OBL,FACW,or FAQ 2 (A)
2 Carpinus caroliniana 20 Y FAC
Total Number of Dominant
3 Species Across All Strata: 2 (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: 100 (AfB)
6.
7 Prevalence Index worksheet:
8 Total%Cover of: Multiply by:
70 =Total Cover OBL species x 1 =
50%of total cover: 35 20%of total cover: 14 FACW species x 2=
Saolino/Shrub Stratum (Plot size: 15, ) FAC species x 3=
1 FACU species x 4=
2 UPL species x 5=
3.
Column Totals: (A) (B)
4. Prevalence Index =B/A=
5. Hydrophytic Vegetation Indicators:
S. _ 1 -Rapid Test for Hydrophytic Vegetation
7. X 2-Dominance Test is>50%
B. _ 3-Prevalence Index is 53.0'
=Total Cover _ Problematic Hydrophytic Vegetation'(Explain)
50%of total cover. 20%of total cover.
Herb Stratum (Plot size: 5' ) 'Indicators of hyddc soil and wetland hydrology must
1. 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 If(1 m)tall.
B. Herb—Ali herbaceous(non-wood
y)y)plants,regardless
9. of size,and woody plants less than 3.28 it tall.
10. Woody vine—All woody vines greater than 3.28 ft in
11. height.
12.
Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: 30' )
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).
This data point appears to contain hydrophytic vegetation.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

SOIL Sampling Point: TP-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) °k Tvoe Lo Texture Remarks
0-20 10YR 4/4 100 loam
'Type: C=Concentration,D=De lotion,RM=Reduced Matrix,MS=Masked Sand Grains. 'Location: PL=Pore Lining,M=Matrix.
Hydric Soil Indicator;: (Applicable to all LRRs,unless otherwise noted.) IIIIn-----dlllicators for Problematic Hydric Soils":
0 Histosol(At) 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)
Blade Histic(A3) Loamy Mucky Mineral(F1)(LRR O) Reduced Vertic(F18)(outside MLRA 160A,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(AS)(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) Tut Very Shallow Dark Surface(TF12)
H1 cm Muck(A9)(LRR P,T) Marl(F10)(LRR U) y Other(Explain in Remarks)
Depleted Below Dark Surface(At 1) ❑ Depleted Ochric(F11)(MLRA 151)
Thick Dark Surface(Al2) ❑ Iron-Manganese Masses(F12)(LRR O,P,T) 'Indicators of hydrophytic vegetation and
Coast Prairie Redox(A16)(MLRA 150A) I1 Umbric Surface(F13)(LRR P,T.U) wetland hydrology must be present,
Sandy Mucky Mineral(S1)(LRR O,S) ❑ Delta Ochric(F17)(MLRA 161) unless disturbed or problematic.
❑ Sandy Gleyed Matrix(S4) Reduced Vertic(F18)(MLRA 150A, 150B)
Sandy Redox(S5) Piedmont Floodplain Soils(F19)(MLRA 149A)
Stripped Matrix(S6) Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C,163D)
Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Sal Present? Yes_ No X
Remarks:
This data point does not appear to contain hydric soil indicators.
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: Ralph Stephens Road Development City/County. Holly Springs/Wake Co. Sampling Date: 2/14/18
Applicant/Owner: Lowe's Home Centers LLC State: NC Sampling Point: TP-3
Investigator(s): DCB-Hart&Hickman, PC Section,Township, Range: Southern portion of Town of Holly Springs
Landform(hillslope,terrace,etc.): Riparian area of stream Local relief(concave,convex,none): Concave Slope(%): 0-2
Subregion(LRR or MLRA): LRR P MLRA 133A Lat: 35.630909 Long: -78.827297 Datum:
Soil Map Unit Name: Rains sandy loam(Ra) NWI classification: PF01
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,transacts, 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 Ni _
Remarks:
This data point appears to be located within a wetland - Wetland 'C'. Wetland 'C' is located within a
riparian area of an adjacent stream.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required:check all that aoolvl ❑ Surface Soil Cracks(B6)
I❑f Surface Water(At) ❑ Aquatic Fauna(B13) 7�0 Sparsely Vegetated Concave Surface(B8)
Q High Water Table(A2) ❑ Mad Deposits(B15)(LRR U) 7LL Drainage Patterns(810)
IJ Saturation(A3) ❑ Hydrogen Sulfide Odor(Cl) l Moss Trim Lines(B16)
❑_ Water Marks(Bi) ❑ Oxidized Rhizospheres along Living Roots(C3) Dry-Season Water Table(C2)
ElSediment Deposits(B2) ❑ Presence of Reduced Iron(C4) H�'I Crayfish Burrows(C8)
El Drift Deposits(83) ❑ Recent Iron Reduction in Tilled Soils(C6) 1"_t Saturation Visible on Aerial Imagery(C9)
Algal Mat or Crust(B4) Thin Muck Surface(C7) Q Geomorphic Position(D2)
Iron Deposits(B5) _ Other(Explain in Remarks) ❑ Shallow Aquitard(D3)
r❑ Inundation Visible on Aerial Imagery(B7) FAC-Neutral Test IDS)
u Water-Stained Leaves(B9) Sphagnum moss(D6)(LRR T,U)
Field Observations:
Surface Water Present? Yes No X Depth(inches):
Water Table Present? Yes X No— Depth(inches): 8„
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:
This data point appears to contain wetland hydrology indicators.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Version 2.0

VEGETATION (Four Strata)—Use scientific names of plants. sampling Point: TP-3
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30' ) %CoverSpecies? Status_ Number of Dominant Species
1 Acer rubrum 20 Y FAC That Are OBL, FACW,or FAC: 6
(A)
2 Liquidambar styraciflua 20 Y FAC
3. Ulmus amencana 20 Y FAC Total Number of Dominant 7
Species Across All Strata: (B)
4 Pinus taeda 10 N FAC
5 Percent of Dominant Species
That Are OBL,FACW,or FAC: 86 (A/B)
6.
7 Prevalence Index worksheet:
8 Total%Cover of: Multiply bv:
70 =Total Cover CBL species x 1 =
50%of total cover: 35 20%of total cover. 14 FACW species x 2=
Sapling/Shrub Stratum (Plot size: 15, ) FAC species x 3=
1 Rubus argutus 20 Y FAC FACU species x 4=
2 Smilax rotundifolia 20 Y FAC UPL species x 5=
3. Acer rubrum 10 N FAC Column Totals: (A) (B)
4 Liquidambar styraciflua 10 N FAC Prevalence Index =B/A=
5. Pinus taeda 5 N FAC Hydrophytic Vegetation Indicators:
6. _ 1 -Rapid Test for Hydrophytic Vegetation
7. 2-Dominance Test is>50%
8. _ 3-Prevalence Index is s3.0'
65 =Total Cover _ Problematic Hydrophytic Vegetation' (Explain)
50%of total cover: 32.5 20%of total cover. 13
Herb Stratum (Plot size: 5' ) 'Indicators of hydric soil and wetland hydrology must
1. 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
9. of size,and woody plants less than 3.28 it tall.
10. Woody vine—AII woody vines greater than 3.28 R in
it. height.
12.
=Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: 30' )
1 Lonicere japonica 20 Y FACU
2 Vdis rotundifolia 10 Y FAC
3.
4.
5.
Hydrophytic
30 =Total Cover Vegetation
50%of total cover: 15 20%of total cover: 6 Present? Yes X No
Remarks: (If observed, list morphological adaptations below).
This data point appears to contain hydrophytic vegetation.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

SOIL Sampling Point: TP-3
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
0-20 2.5Y 4/2 100 loam
'Type: C=Concentration,D=De lelion,RM=Reduced Matrix,MS=Masked Sand Grains. 'Location: PL=Pore Lining,M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils':
Histosol(At) Polyvalue Below Surface(S8)(LRR S,T,U) 1 om Muck(A9)(LRR O)
f�l Histic Epipedon(A2) n Thin Dark Surface(S9)(LRR S,T,U) 2 cm Muck(A10)(LRR S)
D Black Histic(A3) Loamy Mucky Mineral(F1)(LRR O) Reduced Vertic(F18)(outside MLRA 150A,B)
Hydrogen Sulfide(A4) L] Loamy Gleyed Matrix(F2) D Piedmont Floodplain Soils(1719)(LRR P,S,T)
Stratified Layers(A5) Depleted Matrix(173) U Anomalous Bright Loamy Soils(F20)
L_I
Organic Bodies(A6)(LRR P,T,U) Redox Dark Surface(F6) (MLRA 1538)
5 cm Mucky Mineral(A7)(LRR P,T,U) L] Depleted Dark Surface(F7) T❑I Red Parent Material(TF2)
Muck Presence(A8)(LRR U) El Redox Depressions(F8) 7u� Very Shallow Dark Surface(TF12)
1 cm Muck(A9)(LRR P,T) ❑ Marl(F10)(LRR U) D Other(Explain in Remarks)
Depleted Below Dark Surface(At 1) f] Depleted Ochric(F11)(MLRA 151)
D Thick Dark Surface(Al2) El Iron-Manganese Masses(F12)(LRR O,P,T) 'Indicators of hydrophytic vegetation and
Coast Prairie Redox(A16)(MLRA 150A) QUmbric Surface(1713)(LRR P,T,U) wetland hydrology must be present,
1 I Sandy Mucky Mineral(Sl)(LRR 0, S) i I Delta Ochric(F17)(MLRA 151) unless disturbed or problematic.
Lail Sandy Gleyed Matrix(S4) ❑ 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)
n Dark Surface(S7)(LRR P,S.T,U)
Restrictive Layer(if observed):
Type:
Depth(Inches): Hydric Soil Present? Yes X No
Remarks:
This data point appears to contain hydric soil indicators.
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/Sae: Ralph Stephens Road Development Ca /Coun Holly Springs/Wake Co. 2/14/18
y ry: Sampling Date:
Applicant/Owner: Lowe's Home Centers LLC State: NC Sampling Point: TP-4
Investigator(s): DCB-Hart&Hickman, PC Section,Township, Range: Southem portion of Town of Holly Springs
Landform(hilislope,terrace,etc.): Hillslope Local relief(concave,convex, none): Concave Slope(%): 10-15
Subregion(LRR or MLRA): LRR P MLRA 133A Let: 35.630883 Long: -78.827657 Datum:
Soil Map Una Name: Wedowee sandy loam (We) NWI classification:
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,transacts, important features, etc.
Hydrophytic Vegetation Present? Yes X No is the Sampled Area
Hydric Soil Present? Yes_ No x
within a Wetland? Yes No X
Wetland Hydrology Present? Yes_ No x
Remarks:
This data point does not appear to be located within a wetland.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required check all that apply) Surface Soil Cracks(B6)
❑ Surface Water(A1) ❑ Aquatic Fauna(B13) ❑ Sparsely Vegetated Concave Surface(138)
❑�rr High Water Table(A2) ❑ Marl Deposits(1315)(LRR U) ❑ Drainage Patterns(1310)
ILI�J Saturation(A3) 1❑-f Hydrogen Sulfide Odor(Cl) 0 Moss Trim Lines(B16)
rLf-�I Water Marks(Bt) �L-Jr Oxidized Rhizospheres along Living Roots(C3) ❑ Dry-Season Water Table(C2)
1� Sediment Deposits(132) LJ Presence of Reduced Iron(C4) ❑ Crayfish Burrows(C8)
Ll Drift Deposits(83) ❑ Recent Iron Reduction in Tilled Soils(C6) ❑ Saturation Visible on Aerial Imagery(C9)
❑ Algal Mat or Crust(134) Q Thin Muck Surface(C7) ❑ Geomorphic Position(D2)
❑ Iron Deposits(85) Q Other(Explain in Remarks) ❑ Shallow Aquitard(D3)
n❑n Inundation Visible on Aerial Imagery(87) ❑ FAC-Neutral Test(D5)
Ly Water-Stained Leaves(B9) ❑ Sphagnum moss(138)(LRR T,U)
Field Observations:
Surface Water Present? Yes_ No X Depth(inches):
Water Table Present? Yes_ No X Depth(inches):
Saturation Present? Yes_ No X 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:
This data point does not appear to contain wetland hydrology indicators.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

VEGETATION(Four Strata)—Use scientific names of plants. Sampling Point: TP-4
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30' ) %Cover Species) Status Number of Dominant Species
1 Liquidambar styraciflua 40 Y FAC That Are OBL,FACW,or FAC: 5 (A)
2. Acer rubrum 20 Y FAC
Pinus taeda 20 Y FAC Total Number of Dominant
3. Species Across All Strata: 5 (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: 100 (A/B)
6.
7 Prevalence Index worksheet:
8 Total%Cover of: Multiply bv:
80 =Total Cover OBL species x 1 =
50%of total cover: 40 20%of total cover: 16 FACW species x 2=
Saolina/Shrub Stratum (Plot sae: 15, ) FAC species x 3=
t, Smilax rotundifolia 20 Y 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.
X 2-Dominance Test is>50°h
8' 3-Prevalence Index is s3.0'
20
=Total Cover _ problematic Hydrophytic Vegetation'(Explain)
50%of total cover: 10 20%of total cover: 4
Herb Stratum (Plot sae: 5' )
Indicators of hydric soil and wetland hydrology must
1. 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
9. of sae,and woody plants less than 3.28 It tall.
10.
Woody vine—All woody vines greater than 3.26 It in
11. height.
12.
=Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: 30' )
1 Vitis rotundifolia 20 Y FAC
2.
3.
4.
5. Hydrophytic
20 =Total Cover Vegetation
50%of total cover: t0 20%of total cover: 4 Present? Yes X No
Remarks: (If observed,list morphological adaptations below).
This data point appears to contain hydrophytic vegetation.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

SOIL Sampling Point: TP-4
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) °h Tvoe Loc Texture Remarks
0-20 2.5Y 4/3 100 loam
'Type: C=Concentration,D=De letion,RM=Reduced Matrix,MS=Masked Sand Grains. 'Location: 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(SO)(LRR S,T,U) 1 cm Muck(A9)(LRR O)
Histic Epipedon(A2) Thin Dark Surface(S9)(LRR S,T,U) T}❑"y� 2 cm Muck(A10)(LRR S)
Black Histic(A3) Loamy Mucky Mineral(Fi)(LRR 0) LJ Reduced Vedic(F18)(outside MLRA 160A,B)
0 Hydrogen Suede(A4) L] Loamy Gleyed Matrix(F2) - 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) ❑ Red Parent Material(TF2)
Muck Presence(AS)(LRR U) Redox Depressions(F8) Very Shallow Dark Surface(fF12)
i cm Muck(A9)(LRR P,T) Ln n_I Marl(F10)(LRR U) Other(Explain in Remarks)
Depleted Below Dark Surface(Al1) 1_.1 Depleted Ochric(F11)(MLRA 151)
D Thick Dark Surface(Al 2) ,❑ Iron-Manganese Masses(F12)(LRR 0,P,T) 'Indicators of hydrophytic vegetation and
Coast Prairie Redox(A116)(MLRA 150A) E] Umbric Surface(F13)(LRR P,T,U) wetland hydrology must be present,
Sandy Mucky Mineral(St)(LRR O,S) fl Delta Ochric(F17)(MLRA 151) unless disturbed or problematic.
Sandy Gleyed Matrix(S4) ❑ Reduced Vertic(F18)(MLRA 150A,150B)
Sandy Redox(S5) Piedmont Floodplain Soils(F19)(MLRA 149A)
Stripped Matrix(S6) Anomalous Bright Loamy Soils(F20)(MLRA 149A,163C,163D)
L] Dark Surface(S7)(LRR P,S,T,U)
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes_ No X
Remarks:
This data point does not appear to contain hydric soil indicators.
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: Ralph Stephens Road Development City/County. Holly Springs/Wake Co. Sampling Date: 2/15/18
Applicant/Owner: Lowe's Home Centers LLC State: INC Sampling Point: TP-5
Investigator(s): DCB-Hart 8. Hickman, PC Section,Township,Range: Southern portion of Town of Holly Springs
Landform(hillslope,terrace,etc.): Depression Local relief(concave,convex, none): Concave Slope(%): 0-2
Subregion(LRR or MLRA): LRR P MLRA 133A Let: 35.632538 Long: -78.828338 Datum:
Soil Map Unit Name: Rains sandy loam(Ra) NWI classification: PF01
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 IN or Hydrology N naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS— Attach site map showing sampling point locations,transacts, important features,etc.
Hydrophytic Vegetation Present? Yes X No
Hydric Soil Present? Yes X No Is the Sampled Area
within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
This data point appears to be located within a wetland - Wetland 'D'. Wetland 'D' is located within a
drained agricultural pond.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required check all that apply) ❑ Surface Soil Cracks(B6)
Surface Water(All ❑ Aquatic Fauna(1913) p❑f Sparsely Vegetated Concave Surface(138)
High Water Table(A2) ❑ Marl Deposits(1315)(LRR U) Drainage Patterns(610)
LJ Saturation(A3) ❑ Hydrogen Sulfide Odor(C7) ❑ Moss Trim Lines(Bi 6)
�Qr Water Marks(61) 1❑f Oxidized Rhizospheres along Living Roots(C3) ❑ Dry-Season Water Table(C2)
LJ Sediment Deposits(132) 1Uf Presence of Reduced Iron(C4) I❑I Crayfish Burrows(C8)
IQ-I Drift Deposits(B3) LJ Recent Iron Reduction in Tilled Soils(C6) Lt Saturation Visible on Aerial Imagery(C9)
u Algal Mat or Crust(B4) ❑ Thin Muck Surface(C7) ❑✓ Geomorphic Position(132)
0 Iron Deposits(85) 0 Other(Explain in Remarks) ❑ Shallow Aquitard(D3)
n❑n Inundation Visible on Aerial Imagery 187) ❑ FAC-Neutral Test(D5)
L1 Water-Stained Leaves(139) ❑ Sphagnum moss(D8)(LRR T,U)
Field Observations:
Surface Water Present? Yes X No_ Depth(inches): 2-3
Water Table Present? Yes X No_ Depth(inches): 0"
Saturation Present? Yes X No_ Depth(inches): 0" Wetland Hydrology Present? Yes X No
includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available:
Remarks:
This data point appears to contain wetland hydrology indicators.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

VEGETATION(Four Strata)—Use scientific names of plants. Sampling Point: TP-5
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30' ) %Cover Species? Status
1 Salix nigra 40 Y OBL Number Dominant Species 5
That Are O OBL, FACW,or FAC: (A)
2 Liquidambar styraciflua 20 Y FAC
g Pinus taeda 10 N FAC Total Number of Dominant 5
Species Across All Strata: (B)
4.
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: 100 (A/B)
B.
7 Prevalence Index worksheet:
8 Total%Cover of: Mutioly by,
70 =Total Cover OBL species x i =
50%of total cover: 35 20%of total cover: 14 FACW species x 2=
Sapling/Shrub Stratum (Plot size: 15' ) FAC species x 3=
1 Rubus argutus 30 Y 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%
6. _ 3-Prevalence Index is 53.0'
30 =Total Cover +
_ Problematic Hydrophytic Vegetation (Explain)
50%of total cover: 15 20%of total cover: 6
Herb Stratum (Plot size: 5 ) 'Indicators of hydric soil and wetland hydrology must
1 Microstegium sp. 70 Y FAC 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.
6. Herb—All herbaceous(non-woody)plants,regardless
9. of size,and woody plants less than 3.28 it tall.
10.
Woody vine—All woody vines greater than 3.28 It in
11. height.
12.
70 =Total Cover
50%of total cover: 35 20%of total cover: 14
Woody Vine Stratum (Plot size: 30' )
1 Vitis rotundifolia 10 Y FAC
2.
3.
4.
5' Hydrophytic
10 =Total Cover Vegetation
50%of total cover 5 20%of total cover: 2 Present? Yes X No—
Remarks: (If observed,list morphological adaptations below).
This data point appears to contain hydrophytic vegetation.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

SOIL Sampling Point: TP-5
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' Loe Texture Remarks
0-20 2.5Y 4/2 90 10YR 5/6 10 c M loam
'Type: C=Concentration,D=De letion, RM=Reduced Matrix,MS=Masked Sand Grains. Location: 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)
Histic Epipedon(A2) Thin Dark Surface(S9)(LRR S,T,U) E 2 cm Muck(A10)(LRR S)
Black Histic(A3) Loamy Mucky Mineral(F1)(LRR O) IJ Reduced Vertic(F18)(outside MLRA 160A,B)
Hydrogen Sulfide(A4) 1rI Loamy Gleyed Matrix(F2) ID Piedmont Floodplain Soils(F19)(LRR P,S,T)
�i Stratified Layers(A5) IV Depleted Matrix(F3) LJ Anomalous Bright Loamy Soils(F20)
D Organic Bodies(A6)(LRR P,T,U) LnJ Redox Dark Surface(F6) (MLRA 153B)
5 cm Mucky Mineral(A7)(LRR P,T,U) Depleted Dark Surface(F7) ❑ Red Parent Material(TF2)
Muck Presence(A8)(LRR U) H Redox Depressions(FS) ��I Very Shallow Dark Surface(TF12)
1 cm Muck(A9)(LRR P,T) ❑ Mad(F10)(LRR U) D Other(Explain in Remarks)
❑ Depleted Below Dark Surface(At 1) Depleted Ochric(F11)(MLRA 161)
L_In Thick Dark Surface(Al2) ❑ Iron-Manganese Masses(F12)(LRR O,P.T) 'Indicators 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(Si)(LRR O,S) � Delta Ochric(F17)(MLRA 151) unless disturbed or problematic.
Sandy Gleyed Matrix(S4 nn) LI Reduced Vertic(F18)(MLRA 150A,150B)
HSandy Redox(S5) Piedmont Floodplain Soils IN 9)(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:
This data point appears to contain hydric soil indicators.
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: Ralph Stephens Road Development City/County: Holly SpringsMake Co. Sampling Date. 2/15/18
Applicant/Owner: Lowe's Home Centers LLC State: NC Sampling Point: TP-6
Investigator(s): DCB-Hart& Hickman, PC Section,Township,Range: Southern portion of Town of Holly Springs
Landform(hillslope,terrace,etc.): Interfluve Local relief(concave,convex,none): None Slope(%): 2-6
Subregion(LRR or MLRA): LRR P MLRA 133A Let: 35.632656 Long: -78.828711 Datum:
Soil Map Unit Name: Dothan loamy sand (Do) NWI classification:
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 No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes_ No X
Remarks:
This data point does not appear to be located within a wetland.
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two reouired)
Primary Indicators(minimum of one is repuired:check all that apply) ❑ Surface Soil Cracks(86)
Surface Water(At) ❑ Aquatic Fauna(B13) ram�❑r— Sparsely Vegetated Concave Surface(138)
II�91'' High Water Table(A2) ❑ Marl Deposits(B15)(LRR U) LJ Drainage Patterns(B10)
pLJ Saturation(A3) ❑ Hydrogen Sulfide Odor(CI) I�-I Moss Trim Lines(816)
LJ Water Marks(B1) ❑ Oxidized Rhizospheres along Living Roots(C3) Dry-Season Water Table(C2)
El Sediment Sediment Deposits(82) ❑ Presence of Reduced Iron(C4) Crayfish Burrows(CB)
1L' I J Drift Deposits(B3) ❑ Recent Iron Reduction in Tilled Soils(06) ❑ Saturation Visible on Aerial Imagery(C9)
u Algal Mat or Crust(B4) 0 Thin Muck Surface(C7) ❑nn Geomorphic Position 02)
❑ Iron Deposits(B5) Other(Explain in Remarks) Ly Shallow Aquitard(D3)
Q Inundation Visible on Aerial Imagery(B7) FAC-Neutral Test(D5)
El Water-Stained Leaves(B9) ❑ 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_ No X 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:
This data point does not appear to contain wetland hydrology indicators.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region-Version 2.0

VEGETATION (Four Strata)—Use scientific names of plants. sampling Point: TP-6
Absolute Dominant Indicator Dominance Test worksheet:
Tree Stratum (Plot size: 30' ) r Species? Status
L' s raciflua 40 Y FAC Number of Dominant Species 5
1. Wuidambar 1Y That Are OBL,FACW,or FAC: (A)
2 Pinus taeda 20 Y FAC
3 Acer rubrum 10 N FAC Total Number of Dominant 5
Species Across All Strata: (B)
q Quercus nigra 10 N FAC
Percent of Dominant Species
5. That Are OBL,FACW,or FAC: 100 (AfB)
6.
7 Prevalence Index worksheet:
8 Total%Cover of: Multiply by
80 =Total Cover OBL species x 1 =
50%of total cover. 40 20%of total cover 16 FACW species x 2=
Saplina/Shrub Stratum (Plot size: 15, ) FAC species x 3=
1 Liquidambar styrad8ua 20 Y FAC FACU species x 4=
2 Acer rubrum 20 Y FAC UPL species x 5=
3 Smilax rotundifolia 5 N FAC Column Totals: (A) (B)
q Rubus argutus 5 N FAC
Prevalence Index =BIA=
5. Hydrophytic Vegetation Indicators:
6• _ 1 -Rapid Test for Hydrophytic Vegetation
7. 2-Dominance Test is>50%
8.
_ 3-Prevalence Index is 53.0'
50 =Total Cover _ Problematic Hydrophytic Vegetation' (Explain)
50%of total cover 25 20%of total cover 10
Herb Stratum (Plot size: 5' ) 'Indicators of hydric soil and wetland hydrology must
1. 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.
6. Herb—All herbaceous(non-woody)plants,regardless
g. of size,and woody plants less than 3.28 It tall.
10.
Woody vine—All woody vines greater than 3.28 ft in
11, height.
12.
=Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: 30' )
1 Vdis rotundifolia 10 Y FAC
2.
3.
4.
5. Hydrophytic
10 =Total Cover Vegetation
50%of total cover: 5 20%of total cover 2 Present? Yes x No
Remarks: (If observed,list morphological adaptations below).
This data point appears to contain hydrophytic vegetation.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

SOIL Sampling Point: TP-6
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
0-20 2.5Y 4/3 100 loam
'Type: C=Concentration, D=De lotion,RM=Reduced Matrix MS=Masked Sand Grains. 'Location: PL=Pore Lining,M=Matdx.
Hydric Soil Indicators: (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils':
[� Histosol(A I) L] 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(171)(LRR O) Reduced Venic(Fi 8)(outside MLRA 150A,B)
❑ Hydrogen Sulfide(A4) L] Loamy Gleyed Matrix(F2) T� Piedmont Floodplain Soils(F19)(LRR P,S,T)
Stratified Layers(A5) Depleted Matrix(F3) u Anomalous Bright Loamy Soils(F20)
Organic Bodies(As)(LRR P,T,U) Redox Dark Surface(F6) (MLRA 153B)
5 cm Mucky Mineral(A7)(LRR P,T,U) D Depleted Dark Surface(F7) T❑'1 Red Parent Material(TF2)
Muck Presence(AS)(LRR U) Redox Depressions(F8) �uI Very Shallow Dark Surface(TF12)
1 cm Muck(A9)(LRR P,T) Marl(1`10)(LRR U) D Other(Explain in Remarks)
Depleted Below Dark Surface(At 1) ❑ Depleted Ochric(F11)(MLRA 151)
D Thick Dark Surface(Al2) ❑ Iron-Manganese Masses(F12)(LRR O,P.T) 'Indicators of hydrophytic vegetation and
Coast Prairie Redox(Ali(MLRA 150A) 0 Umbric Surface(F13)(LRR P,T,U) wetland hydrology must be present,
Sandy Mucky Mineral(S1)(LRR O,S) Delta Ochric(1717)(MLRA 151) unless disturbed or problematic.
D Sandy Gleyed Matrix(S4) ❑n Reduced Vertic(F18)(MLRA 150A,150B)
HSandy Redox(S5) Piedmont Floodplain Soils(F19)filli 149A)
Stripped Matrix(S6) Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C,153D)
❑ Dark Surface(S7)(LRR P,5,T,U)
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes_ No X
Remarks:
This data point does not appear to contain hydric soil indicators.
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0

Appendix D
Site Photographs
hart hickman
s unv- wff- I, M.1-

Photograph l: Upland area in the western portion of the Site.
Photograph 2: Upland area in the central portion of the Site.
2923 S.Tryon Street,Suite 100 PROPOSED DEVELOPMENT
hart "` hickman Charlotte,NC 28203 RALPH STEPHENS ROAD
LL 704.586.0007(p)704.586.0373(Q HOLLY SPRINGS, NORTH CAROLINA

i
Photograph 1 l:Wetland `D' in the eastern portion of the Site.
a 2923 S.Tryon Street,Suite 100 PROPOSED DEVELOPMENT
hart ^. hickman Charlotte,NC 282C RALPH STEPHENS ROAD
< 704.586.0007(p) 704.586.0373(f) HOLLY SPRINGS, NORTH CAROLINA

ROY COOPER
+ / Governor
MICHAEL S. REOAN
Secretary
J / S. JAY ZIMMERMAN
Water Resources /�� ' - Dvec(ar
ENVIRONMENTAL QUALITY
Date Received: -i ,3�j o DWR Use Only:Project#J 0
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Franklin Acquisitions,LLC
lb.Responsible Party(for LLC) Bob Polanco
lc.Mailing Address 8804 Albright Rd.,Raleigh,NC 27612
Id.Telephone Number 919-614-1733 le.Email Address [e-mail]
Address of Property: 2982&2994 US I HWY,Franklinton,NC 27525
Project Description(attach plan if available):no plan at this time,due diligence
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Soil&Environmental Consultants,PA,atm.Kevin Martin
4b.Mailing address 8412 Falls of Neuse Rd.,Ste. 104,Raleigh,NC 27615
4c.Telephone no. 919-270-7941 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Essex Place 5b.County Franklin
5c.Nearest Named Stream Cedar Creek 5d.River Basin Tar
6.Has anyone from DWQ visited the site? I No Staff Name I Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at [phone] if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http:Hportal.ncdenr.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

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Project Number: Map Title: N
13512.W1 0 750 1.500
Project Manager: Figure 1 - USGS Map I
KM Essex Place Feet
Scale: 1 = 750 Franklin County, NC
Source: Soil& Environmental Consultants, PA
Date: NC USGS
4/26/18 2016 Franklinton Quad

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Figure 2 - Soil Survey Map �, , ,�i���
Project Manager: Feet
KM Essex Place
Scale: Franklin County, NC
1" = 750' g' p
Soll&Environmental Consultant
Source: Franklin County "
Date: 4126/18 Soil Survey Franklinton Sheet

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' h s://www. ure-gas.org/extensions/map.htmi
3e EEE ONmd&gg W.
JEnvironrnental,Engineering and Educational Solutions
4/30/2018
Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email:andv.neal@ncdenr.¢ov
Re: Request for Buffer Determination,
Project Number 00358-0138,Buffalo Road to Wilson's
Mills WTP,Wilson's Mills,Johnston County,NC
Dear Mr.Neal,
Johnston County's water service districts own and operate water transmission and distribution facilities that currently serve
35,000 retail customers and 9 bulk customers. Due to significant residential growth and commercial and industrial
development,additional water transmission mains and booster pumping improvements are required.The water districts have
been awarded low interest loans for three separate projects from the NCDECt — Division of Water Infrastructure for
construction of the improvements.
This Request for Buffer Determination for Project Number 00358-0138 pertains to a project area extending from the Water
Treatment Plant(WTP)in Wilson's Mills west to Wilson's Mills Road.The project falls within the Neuse River watershed and
riparian buffers are regulated. EEE Consulting, Inc. (3e) conducted jurisdictional waters delineations and located all of the
streams mapped within the project area as intermittent or perennial on the USGS or NRCS Soil map for Johnston County and,
using the NCDWR Methodology(ver 4.11),determined those to be subject to the Neuse River buffer rules. Please see the
attached maps and data.
Please contact me with any questions or comments and to schedule a site verification at your earliest convenience at
rbode@eee-consultin¢.com or(919)650-2463,ext.225.
Thank you,
Ray Bode, PWS
Senior Environmental Scientist/Associate
EEE Consulting,Inc
enc:Jurisdictional Determination Request Form and Preliminary Jurisdictional Determination Form
8525 Bell Creek Road, Mechanicsville, Virginia 23116 • [phone]
[phone](fax)
201 Church Street, Suite C, Blacksburg,Virginia 24060•[phone]
[phone] (fax)Virginia Beach,Virginia • Field Office • (757)645-
7379
601 Cascade Pointe Lane, Suite 101, Cary, North Carolina 27513•(919)
650-2463
'Professional services in North Carolina are provided by EEE Consulting of INC,
PC Lic.#C-3945

3580138
Riparian Buffers
Site NC DWQ Flow Shown on Buffer
number Stream Regime USGS Required
ID Form and/or
Score NRCS
SG 39 Perennial Y 50
SH 43 Perennial Y SO
SI (NEUSE) - Perennial Y 50
SM 23 Intermitent Y SO
SL 23.5 Intermitent N Not Subject
SK 28.5 Intermitent N Not Subject
SJ 43 1 Perennial Y 50

h s:Hwww. ure-gas.org/extcnsions/map.html
1 3ee EEE Consulting, Inc.
L� J Environmental,Engineering and Educational Solutions
4/30/2018
Andy Neal
1628 Mail Service Center
Raleigh, NC 27699-1628
Email:[e-mail]
Re: Request for Buffer Determination,
Project Number 00358-0138,Buffalo Road to Wilson's
Mills WiP,Wilson's Mills,Johnston County,NC
Dear Mr.Neal,
Johnston County's water service districts own and operate water transmission and distribution facilities that currently serve
35,000 retail customers and 9 bulk customers. Due to significant residential growth and commercial and industrial
development,additional water transmission mains and booster pumping improvements are required.The water districts have
been awarded low interest loans for three separate projects from the NCDEQ — Division of Water Infrastructure for
construction of the improvements.
This Request for Buffer Determination for Project Number 00358-01M pertains to a project area extending from the Water
Treatment Plant(WTP)in Wilson's Mills west to Wilson's Mills Road.The project falls within the Neuse River watershed and
riparian buffers are regulated. EEE Consulting, Inc. (3e) conducted jurisdictional waters delineations and located all of the
streams mapped within the project area as intermittent or perennial on the USGS or NRCS Soil map for Johnston County and,
using the NCDWR Methodology(ver 4.11),determined those to be subject to the Neuse River buffer rules. Please see the
attached maps and data.
Please contact mewithany questions or comments and to schedule a site verification at your earliest convenience at
[e-mail] or(919)650-2463,ext.225.
Thank you,
Ray Bode, PWS
Senior Environmental Scientist/Associate
EEE Consulting,Inc
enc:Jurisdictional Determination Request Form and Preliminary Jurisdictional Determination Form
8525 Bell Creek Road, Mechanicsville, Virginia 23116 • [phone]
[phone](fax)
201 Church Street, Suite C, Blacksburg,Virginia 24060•[phone]
[phone] (fax)Virginia Beach, Virginia . Field Office • (757)645-
7379
601 Cascade Pointe lane, Suite 101, Cary, North Carolina 27513•(919)
650-2463
*Professional services in North Carolina are provided by EEE Consulting of NC,
PC Lic.#C-3945

ROY COOPER
Govemor
'• MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water-Resources Interim Director
ENVIRONMENTAL QUALITY
Date Received: DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed
lb.Responsible Party(for LLC) Rick Hester,Johnston County District Manager
lc.Mailing Address 309 E.Market Street,Smithfield,NC 27577
Id.Telephone Number 919-898-5100
le.Email Address [e-mail]
2.Address of Property:
3.Project Description(attach plan if available):The project is to install a new water transmission line.At this stage,the project is still in
planning phase and this buffer determination will be used for avoidance,minimization,and evaluation of potential impacts.
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company Ray Bode,EEE Consulting
4b.Mailing Address 601 Cascade Pointe Lane
4c.Telephone Number 919-650-2463
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project 00358-0138- Buffalo Rd to WTP 5b.County Johnston
5c.Nearest Named Stream Neuse River 5d.River Basin Neuse
6.Has anyone from DWR visited the site? I Y/N Staff Name I Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andv.neal0mcdenr.2o<•
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section http'//portal ncdcnr orefweh'wafaps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

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FIGURE S
SOILS AND PROJECT ELEMENTS
3e EEE Consulting, Inc. PROJECT NO. ;5•0138; BUFFALO 1,000 7-18 HYDRAULIC IMPROVEMENTS
0 1,00o z.00a
Envlrorwriental.Engineering and Educational Solutions Feet
• Johnston County,North Carolina
• Sources:USDA NRCSJohnston County Soil Survey 1994
ho}cNert NAD 1983 SUItlY .1ne Nonh Caa9M RK 12M het I•10,150 Neperecl by TJR.March 2018

Legend
OProjectArea * WIb
,.
Streams
Flow Regime
— Intermittent V t
— Perennial
Wetlands
Cowardian Class
PEM
® SG
PFO
I P!;S Wo WP
SG
SG
nI"
dir
S
FIGURE 2: JURISDICTIONAL FEATURES
r3e EEE Consulting, Inc. PROJECT N0. 00358-0138; BUFFALO WD-2017-18 HYDRAULIC IMPROVEMENTS
o 225 asD
1 F 3
Environmental,Engineering and Educational Solutions Feet
Johnston Counry,North Carolina
Sources:ESN 6 IECS Selma 1:24,000 Scale Topo Quad
nip.Ian:MAD 1993 Su&lane M.h Crolna a5 32M Fwt 1'2,000 Prepared by 71 K April 2018

Legend
Project Area
Streams •-e (•
Flow Regime
— Intermittent �� \'
— Perennial \ Figure 4.
Wetlands 11 •
Cowardian Class _ �/ •
® PEM \ B Ia
_ PFO •`
PSS I ,� ••� ,
Figu 3. 1
• �� Figure
- W W A �2
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WT
S R
t�
•
O •
�•\I I \ WS
(\' • ' y. 7
V
Inc. INDEX MAP: JURISDICTIONAL FEATURES
3e EEE Consulting� � IV PROJECT NO. 003 5 8-01 38; BUFFALO WD-2017-78 HYDRAULIC IMPROVEMENTS
o a.I o.s
Environmental,Engineering and Educational Solutions mue=
Johnston County,North Carolina
Sources:ESM&USGS Selma 1 24,000 Scale Topo Quad
nokcNoc NAD I983 Auerhne North cuolpoa Firs 3mo Fnt 1:1 2,000 Prepared by TJ K A pri1 2018

t i<
Legend
Q Project Area
Streams
Flow Regime z
Intermittent Pere
---- Perennial , r
Wetlands •
Cowardian Class r
PEM
® PFO
PSS
•Nw�
,r
SK
FIGURE 4: JURISDICTIONAL FEATURES
3e EEE Consulting, Inc. PROJECT N0. 00358-0138; BUFFALO WD-2077-18 HVDRAULIC ;MPROVEMENTS
0 390 680
EplVlronmental,Engineering and Educational Solutions Feet
Johnston County,North Carolina
e Sources:ESRi&IISGS Selena 1:24,000 Scale Topo Quad
eoknlen'.MV 1983 Sutaeiane Nonh Cverna nr5 1100 Fen 1-3,000 Prepared by TJ ri April 2018

F
X'11
wu s
WQ e.
` SM
e a • ,
s
t
SL
t
i
Legend
Q Project Area
Streams
Flow Regime 000,
Intermittent
Perennial WS
Wetlands
Cowardian Class
PEM r
® PFO
PSS 1
V
FIGURE 3: JURISDICTIONAL FEATURES
3e EEE Consulting Inc. PROJECT NO. 00L 58.01 38; BUFFALO WD-2017-18 HYDRAULICIIMPROVEMENTS
0 390 90
EnvirorowntN,Engirl"rinq and Educational Solutions Feet
Johnston County.North Carolina
Sources:ESR16 IECS Selma 1:24,000 Yale TDpD Quad
• 9oknlon:MD NOSIStat&lane Nosh Cuobs RN 32M Pm 1;3,500 Prepared by TJ K April 2018

L_ Project Area NOG
f�l
STREAM SJ
t
brill y
STREAM SK (UN-MAPPED)
y i �
- ' w STREAM SI
(NEUSE)
STREAM SH STREAM SM
f a
NQh
41
41
"• k THIS STREAM
f ty ` ,' r NEVER CROSSED
INTO PROJECT
Crr rvE AREA IN THE
IREAM SG + .N�� � � FIELD
11
In Nod
a` STREAM SL (UN-MAPPED)
FIGURE S
SOILS AND PROJECT ELEMENTS
1.000 2,00
3e EEE Consulting, Inc.
NO. `5.0138; BUFFALO WD-2017-18 HYDRAULIC IMPROVEMENTS
0 0
Environmental,Engir ing and Educational Solutions Feet
Johnston County,North Carolina
Sources:USDA NRCSJohnston County Soil Survey 1994
wokeeon:NNG 1913 31ate lane Nona Cwolna nK 3200 Fat 1 10,150 Prepared by lj r March 2018

ROY COOPER
YGoremar
i
MICHAEL S. REGAN
Secretary
L
Water Resources INDA CULPEPPERrecbr
ENVIRONMENTAL QUALITY fnrerimDl
Date Received: DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
1 a.Name(s)on Recorded Deed
1 b.Responsible Party(for LLC) Rick Hester,Johnston County District Manager
Ic.Mailing Address 309 E.Market Street,Smithfield NC 27577
Id.Telephone Number 919-898-5100
le.Email Address [e-mail]
2.Address of Property:
3.Project Description(attach plan if available):The project is to install a new water transmission line.At this stage,the project is still in
planning phase and this buffer determination will be used for avoidance,minimization,and evaluation of potential impacts.
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company Ray Bode,EEE Consulting
4b.Mailing Address 601 Cascade Pointe Lane
4c.Telephone Number 919-650-2463
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project 00358-0140-WTP in Wilson's Mills
I Wilson's Mills Rd 56.County Johnston
5c.Nearest Named Stream DC is UT to Neuse River 5d.River Basin Neuse
6.Has anyone from DWR visited the site? N Staff Name Date of Visit
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email:andv.nealnn,ncdenr.gov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section httn•//Donal ncdenr.ore/web/wa/aos
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

L3Environniientall,Ergneenno and Educational Solutions
4/30/2018
Andy Neal
1628 Mail Service Center
Raleigh, NC 27699-1628
Email:[e-mail]
Re: Request for Buffer Determination,
Project Number 00358-0140,Wilson's Mills WTP to
Wilson's Mills Road,Wilson's Mills,Johnston County,
NC
Dear Mr.Neal,
Johnston County's water service districts own and operate water transmission and distribution facilities that currently serve
35,000 retail customers and 9 bulk customers. Due to significant residential growth and commercial and industrial
development,additional water transmission mains and booster pumping improvements are required.The water districts have
been awarded low interest loans for three separate projects from the NCDEQ — Division of Water Infrastructure for
construction of the improvements.
This Request for Buffer Determination for Project Number 0035"140 pertains to a project area extending from the Water
Treatment Plant(WTP)in Wilson's Mills west to Wilson's Mills Road.The project falls within the Neuse River watershed and
riparian buffers are regulated.EEE Consulting,Inc.(3e)conducted jurisdictional waters delineations and found that one of the
streams mapped as intermittent on the NRCS Soil map for Johnston County did not score high enough to be considered
intermittent by the NCDWR Methodology(ver4.11).Please see the attached maps and data.
Please contact me with any questions or comments and to schedule a site verification at your earliest convenience at
[e-mail] or(919)650-2463,ext.225.
Thank you,
Ray Bode, PWS
Senior Environmental Scientist/Associate
EEE Consulting,Inc
enc:Jurisdictional Determination Request Form and Preliminary Jurisdictional Determination Form
8525 Bell Creek Road, Mechanicsville, Virginia 23116 . [phone]
[phone](fax)
201 Church Street, Suite C, Blacksburg, Virginia 24060• [phone] a
[phone] (fax)Virginia Beach,Virginia . Field Office • (757)645-
7379
601 Cascade Pointe Lane, Suite 101, Cary, North Carolina 27513.(919)
650-2463
'Professional services in North Carolina are provided by EEE Consulting of NC,
PC Lic. #C-3945

3580140
Riparian Buffers
Site number NC DWQ Flow Regime Shown on Buffer
Stream ID USGS Required
Form Score and/or
NRCS
SD 30 Perennial N Not Subject
SC 31.5 Perennial Y SO
SB (REACHI ) 24.5 Intermittent Y 50
SB (REACH 2) 22 Intermittent Y 50
SA 33 Perennial Y 50
DD - N Not Subject
DC 16 Ephemeral Y Not Subject
r DB - N Not Subject

Cb•
�•: • f� _--'�� Legend
a s o I ' `�" Q Project Area
• •� to + • •••••• Jurisdictional Ditches
Streams
�• • •: s ,a< • Flow Regime
)A y, i]sons uai l_ F : - - - Stream in Culvert
• • �•i_7i_l�$ Intermittent
. BM • S_ - Fig re 2. — Perennial
•• �,;! `' •q yi' / Wetlands
• •.� Cowardian Class
•ti, . _ PEM
ism) PFO
PUBx
Wibn Mill• � �6 a • _ ^ � ~ y�� � ��
Cw , . G
'� •` D K Fi ure�
- .� '4r,� � f✓
I L j S Figure 4.0 �.M I f
n •\- Sir-
h. W WC
•W
• �aJ s •
v
INDEX MAP: JURISDICTIONAL FEATURES
3e EEE Consulting, inc. PROJECT NO. 00358-0140; WILLSON'S MILLS WD-WTP SERVICE LINE
0 o.2s o.s
Environmental,Englnearing and Educational Solutions "its r
Johnston County,North Cardin
Sources:ESRI&ISCS Sekna 1:24,000 Srale Topo Quad
moJ.man:two uns..m.,x.ne C.ror..Hn tz.o 1., 1:1 2,O00 Prepared by TJK April 2018

Legend
Q Study Area
y�
f.
d
J ��, �.Pr..-Fn j...•
1
t
1
r
/r
/
lye,
9Mmn
_ � I
l f
V
FIGURE 1: VICINITY MAP
roe EEE Consulting, Inc. PROJECT NO. 00358-01 40; WILSON'S MILLS WD-WTP SERVICE LINE
0 ; q
Environmental,Engineering and Educational Solutions wren
Johnston County,North Carolina
Sources[SW
v p.... pap i>ev nuerune uonh Ca-1,na 93 3200 rwl 1:100,000 Prepared by TJKMarch 2018

'". .
Legend
•• Q Project Area
S Jurisdictional Ditches
• Streams
• . • Flow Regime
. - Stream in Culvert
. . — Intermittent
Perennial
•�� ►.� • Wetlands
Cowardian Class
4 r — PEM
PFO
• _ PIJBx
I
�e
•
'�► • • WIG
DD
— • s i
FIGURE 2: JURISDICTIONAL FEATURES
r3e�I EEE Consulting, Inc.
N0. 00358-0140; WILLSON'S MILLS WD-WTP SERVICE LINE
0 340 680
_J Environmental,Engineering and Educational Solutions Feet
Johnston County,Nordl Carolina
Sources'.ESM&IISGS SeBna 1:24,000 Scale Top.Quad
rlopmem xAD I..I swevp v m n.xonh celle3 3m.rem 1:3,000 Prepared by TJK,April 20i8

t
Legend
Q Project Area
••• Jurisdictional Ditches
Streams
Flow Regime
! + • - -- Stream in Culvert
j — Intermittent
� — Perennial
Wetlands
Cowardian Class
E _ PEM
1 PFO
>. PUBx
i
Po A
SB ( ach 2)
WE SB ( ach 1)
49!0�.
46
I
FIGURE 3: JURISDICTIONAL FEATURES
JEEE Consulting Inc. PROJECT NO. 00358-0140;WILLSON'S MILLS WD-WTP SERVICE LINE
0 340 680
Environmental,Engineering and Educational solutions Feet
Johnston County,North Carolina
Sources:ESR18 LEGS Sakna 1:24.000 Sale Topo Quad
vm}aion:MD North a..rn.11 IN r.<, 1,3,000 Prepared by TJK April 2018

Legend
Project Area s
•••••• Jurisdictional Ditches - +
Streams +
ili Flow Regime - Jr
i
- - - Stream in Culvert t I► 7 -
d or
— Intermittent • �'
— Perennial
w n�
Wetlands ' ..
Cowardian Class
_ PEM
_ PFO
_ PUBx
SA
♦ WD WC
WB
L
r
tt6
tt
DB
�M
Y
!t
FIGURE 4: JURISDICTIONAL FEATURES
r3e�EEE Consulting, Inc. PROJECT N0. 00358-01 40; WILLSON'S MILLS WD-WTP SERVICE LINE
0 40 680
_�EnWronmental,Engineering and Educational Solution, fear
Johnston County,North Carolina
Sources:ESN&ISGS Seh.1:24,000 Scale Top.Quad
� Ion.NAD Tressnmannt North Camii-ros 3200 F«, 1:3,000 Prepay ed by TJ K,APrl 12018

tided Is
's'. �' r, v�-�1" '� Project Area
NjjAOaf
WH
!I wl� WA R V'
•F7V1i, 01 cas
Is ,r MOB
t V.Vt7 4
EAR
tD
N,.A :, Was
i w r
MAR Ka
Yu Aft mid
Cos Lp
MA H
All
r [
tl Vrh GcnA
EEL l�+ Its ly Tn
FIG U RE 5
PROJECT
SOILS AND PROJECT ELEMENTS
"3e7EEE Consulting, Inc. PROJECT N0. 0035-0140; WILSON'S MILLS WD-WTP SERVICE LINE
0 SO 2,600
L r
EnWrorvnantal,Eng{neering and Educational Solubom Fee,
Johnston County,North Carolina
Sources:USDA NRCSJohnston County Soil Survey 1994
�kmoo:Nno ina s sra.ruw xonn C.,oc..nrs Imo 1:.r 1:13,150 Repared by TJK March 2018

� e EM hW �dacaml Solutbns
Agent Authorization
I(we)authorize representatives of EEE-Consulting, Inc. to act as my (our) agent regarding the
proposed project as described below; to act on my (our) behalf; to take all actions necessary to
the processing, issuance, and acceptance of permits and any and all standard and special
conditions attached.
Project name: Project No. 00358-0140;Wilson's Mills WD-WTP Service Line
Located attin: Wilson's Mills, North Carolina
Owner/applicant e: Johnston County and Town of Wilson's Mills, North Carolina
Signed,
: `1�16 11�
Date:
8625 Bell Creek Road,Mechanicsville,Virginia 23116 . [phone] . [phone](fox)
201 Church Street,suite C.Blacksburg,Virginia 24060 . [phone] . [phone] (fox)
272 Bendix Road,Suite 260.Virginia Beach,Virginia 23462 . [phone] . [phone](fax)
601 Cascade Pointe Lane,Suite 101,Cary,NC 27513 . [phone]

Robinson, Jason
From: Ray Bode <[e-mail]>
Sent: Friday, May 25, 2018 3:23 PM
To: Robinson, Jason; Tyson Kurtz
Cc: Trone, Rick V
Subject: RE: [External] RE: Scanned from 2nd Floor Xerox
Attachments: Figure 1 Buffer Check.pdf; photolog 5-25 addition.pdf
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an
attachment to Report Spam.<mailto:[e-mail]>
Hi Jason
We went to the 00358-0138(Buffalo Road) project area yesterday to get resolution about the buffer for the offsite
reaches of stream Si.
We took GPS points at locations on the bank closest to the project and used that to determine the buffer proximity to
the project area and proposed LOD.Although the USGS mapping shows the stream within the project area, stream SJ
does not cross our survey boundary. We found that the LOD just clips Zone 2 of that buffer in two places(Figure 1).The
design team has indicated that they will adjust the LOD to stay out of the buffer,so there will be no impacts.
Let me know if you have further questions.Thanks. Have a good weekend.
- Ray
o: [phone] x 225
c: [phone]
-----Original Message-----
From: Robinson,Jason<[e-mail]>
Sent:Wednesday, May 23, 2018 4:35 PM
To: Ray Bode<[e-mail]>;Tyson Kurtz<[e-mail]>
Cc:Trone, Rick V<[e-mail]>
Subject: RE: [External] RE: Scanned from 2nd Floor Xerox
Thanks Ray. Before you provided the most recent labeled NRCS map, I was wondering about the stream to the far east
that it crosses through the project area multiple times on the NRCS map. You state on the map that it never crosses in
the project area in the field. Can you confirm that it doesn't,as well that its potential 50' buffer would not affect the
project?.... I'll ask my supervisor if your confirmation is enough (because he signs the letter),although usually we verify
this in the field, and he may ask me to go back out there to confirm that this stream and it's(potential)50' buffer will not
have an impact on the project.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
1

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
-----Original Message-----
From: Ray Bode [mailto:[e-mail]]
Sent:Wednesday, May 23,2018 4:14 PM
To: Robinson,Jason<[e-mail]>;Tyson Kurtz<[e-mail]>
Subject: RE: [External] RE:Scanned from 2nd Floor Xerox
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an
attachment to Report Spam.<mailto:repo [e-mail]>
Jason
See the attached marked up soils map. Note that Stream S1 was in the project area at the northernmost end, but never
re-entered the area south of Buffalo Road.On the map it appears that it does.The corridor parallels the stream.
- Ray
o: [phone] x 225
c: [phone]
-----Original Message-----
From: Robinson,Jason<[e-mail]>
Sent:Wednesday, May 23,2018 3:56 PM
To: Ray Bode<[e-mail]>;Tyson Kurtz<[e-mail]>
Subject: RE: [External] RE:Scanned from 2nd Floor Xerox
Ray, I'm having trouble transferring the streams you show on the USGS map on the NRCS map....the NRCS map seems to
show multiple streams running through the project that don't align with what you show on the USGS maps. Could you
label the streams on the NRCS maps? You could do it my hand and scan it if that's easier than making an electronic map.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
-----Original Message-----
From: Ray Bode [mailto:[e-mail]]
Sent:Wednesday, May 23,2018 2:38 PM
To: Robinson,Jason<[e-mail]>;Tyson Kurtz<[e-mail]>
Subject: RE: [External] RE:Scanned from 2nd Floor Xerox
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an
attachment to Report Spam.<mailto:[e-mail]>
2

Ok,Jason.Sounds good,thanks.
The two streams identified within the project area were determined "not subject" because they were not indicated on
USGS or NRCS mapping.
See attached.
-Ray
o: [phone] x 225
c: [phone]
-----Original Message-----
From: Robinson,Jason<[e-mail]>
Sent:Wednesday, May 23, 2018 2:31 PM
To: Ray Bode<[e-mail]>;Tyson Kurtz<[e-mail]>
Subject: RE: [External] RE:Scanned from 2nd Floor Xerox
Ok Ray, since you're not claiming any of the streams on the third project are"not subject" (ephemeral), I'll include them
on this letter.
DO you have a list of table of the streams on the third project with their score, like you did for the other two?
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
-----Original Message----
From: Ray Bode [mailto:[e-mail]]
Sent: Wednesday, May 23, 2018 10:17 AM
To: Robinson,Jason<[e-mail]>;Tyson Kurtz<[e-mail]>
Subject: [External] RE:Scanned from 2nd Floor Xerox
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an
attachment to Report Spam.<mai Ito:[e-mail]>
Jason
Before you send that:
3

The third project runs from the Wilson's Mills WTP to Buffalo Road on the east side of the river. We located all of the
streams mapped within the project area as intermittent or perennial on the USGS or NRCS Soil map and those all scored
high enough to be subject to the Neuse River buffer rules.There were a couple that were not mapped,so non-subject. I
did not submit this info for buffer confirmation with the other two since there was no question about status, but seems
like that info should go into the letter you are sending. See the attached.
Please call with questions.
Thanks
-Ray
o: [phone] x 225
c: [phone]
-----Original Message-----
From: Robinson,Jason<[e-mail]>
Sent: Wednesday, May 23,2018 9:48 AM
To: Ray Bode<[e-mail]>;Tyson Kurtz<[e-mail]>
Subject: FW: Scanned from 2nd Floor Xerox
Attached is the 2nd letter,a hard copy will be sent to Rick Hester of Johnston County.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
-----Original Message-----
From: [e-mail] [mailto:[e-mail]]
Sent:Wednesday, May 23,2018 8:50 AM
To: Robinson,Jason<[e-mail]>
Subject:Scanned from 2nd Floor Xerox
See attached document
Attachment File Type: pdf, Multi-Page
Multifunction Printer Location: machine location not set Device Name: Xerox 5955 2nd Floor Multifunction Printer IP
Address: 10.251.193.234
4

Project No. 00358-0138; Buffalo WD-2017-I8 Hydraulic Improvements
Johnston County,North Carolina
Photos taken: May, 25,2018 By: EEE Consulting,Inc.
Zoom IX t
si outside of area
AW
�V+
d .F
p 1
1. "Stream J"Looking down stream,just south of Buffalo Road.
2. "Stream d" Looking down stream,approximately half way between Buffalo Road and the
Neuse River.

QProject Area !
- Proposed LOD
A
Right Bank"Stream X
- LOD& Buffer Overlap
_ "Stream X Buffer
1
_ _ - - 7Geooraph,cSocie
i©._2013 National
' ty.. i-cub
1
e s
202 Sq. FL
Copyright©2013 National 1
Geo raphic Society, i-cubed
F
rr 1
•
Copyright®2013 National Geographic Society, icubed
N
r— FIGURE 1: BUFFER CHECK
3 EEE Consulting, Inc. PROJECT NO. 00358-0138; BUFFALO WD
e
�!:j Environmental,Englneering and Educational Solutions o 350 700
3 1
aey.nd by TIK Mq 2018 rest
Sources:uses z.K Top DuW Johnston County,NC
No}Nan:MAD 19838utelPlene Nonh C.rornenrs 3500 Fat

�CneerinEducational SoNrtions
4/30/2018
Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email:andv.neal0ncdenr,gov
Re: Request for Buffer Determination,
Project Number 00358-0139,Wilson's Mills WTP to
Wilson's Mills Road,Wilson's Mills,Johnston County,
NC
Dear Mr.Neal,
Johnston County's water service districts own and operate water transmission and distribution facilities that currently serve
35,000 retail customers and 9 bulk customers. Due to significant residential growth and commercial and industrial
development,additional water transmission mains and booster pumping improvements are required.The water districts have
been awarded low interest loans for three separate projects from the NCDEQ — Division of Water Infrastructure for
construction of the improvements.
This Request for Buffer Determination for Project Number D0358-0139 pertains to a project area extending west from the
pump station on Wilson's Mills Road to Gordon Road.The project falls within the Neuse River watershed and riparian buffers
are regulated.EEE Consulting,Inc.(3e)conducted jurisdictional waters delineations and found that two of the streams mapped
as intermittent on the NRCS Soil map for Johnston County did not score high enough to be considered intermittent by the
NCDW R Methodology(ver 4.11).Please see the attached maps and data.
Please contact me with any questions or comments and to schedule a site verification at your earliest convenience at
rbode@eee-consukingcom or(919)650-2463,ext.225.
Thank you,
Ray Bode,PWS
Senior Environmental Scientist/Associate
EEE Consulting,Inc
enc:Jurisdictional Determination Request Form and Preliminary Jurisdictional Determination Form
8525 Bell Creek Road, Mechanicsville,Virginia 23116 • [phone]
[phone](fax)
201 Church Street, Suite C, Blacksburg,Virginia 24060•[phone]
[phone] (fax)Virginia Beach,Virginia • Field Office • (757)645-
7379
601 Cascade Pointe Lane,Suite 101,Cary, North Carolina 27513•(919)
650-2463
'Professional services in North Carolina are provided by EEE Consulting of NC,
PC Lic.#C-3945
n

ROY COOPER
fro,wrnor
MICHAEL S. REGAN
,S'eo et6,y
LINDA CULPEPPER
Water Resources /nrrrm,nbeemr
ENVIRONMENTAL QUALITY
Date Received: D WR Use Only: Project ti
Buffer Determination Request Form
Property Owner Information
I.Owner Information
1 a. Name(s)on Recorded Deed
I b. Responsible Party(for LLC) Rick Hester,Johnston County District Manager
Ic.Mailing Address 309 E.Market Street,Smithfield,NC 27577
1 d.Telephone Number 919-898-5100
le. Email Address riclehester(njohnstonne.com
'.Address of Propert):
3.Project Description(attach plan if available):The project is to install a new water transmission line.At this stage,the project is still in
planning phase and this buffer determination will be used for avoidance,minimization,and evaluation of potential impacts.
Consultant/Agent Information
4.Consultant/Agent Infomtation
4a.Name,Company Ray Bode,EEE Consulting
4b.Mailing Address 601 Cascade Pointe Lane
4c.Telephone Number 919-650-2463
4d. Email Address Rbcdctaccc-consulting.com
5.Project and Site Infomtation
5a. Name of Project 003580139-Wilson's bolls Rd to Gordon Rd 5b.County Johnston
5e.Nearest Named Stream DA is UT Little Poplar Creek,DE is UT 5d.River Basin Noose
Poplar Creek
6.I Ins anyone from DWR visited the site? N Staff Namc Date of Visit:
Vlach it map of the site indicating project boundaries on the LISGS I:14,000 Topographic N1ap and!ur N RCS Soil Surcec Map.-
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andv.neal.,ilnulenr.«ov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section htm:/loortafncdenr.orY%webhv0.'ans
1628 Mail Service Center,Raleigh,NC 27699-1629 Phone.[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:(919)7S8-7159

3580139
Riparian Buffers
Site NC DWQ Flow Shown on USGS and/or NRCS Buffer
number Stream ID Regime Required
Form
Score
SE 28 ntermitten Y 50
SF 41 Perennial Y 50
DA 14 Ephemeral Y Not Subject
DG - N Not Subject
DF - N Not Subject
DE 14 Ephemeral Y Not Subject

r •
_ r
tPt4 l� Legend
g , [Q Project Area
L r +'" ...... Jurisdictional Ditches
Streams
• �v y * � * ``°� - Flow Regime
7
- -- Stream in Culvert
�t /"^ti. — Intermittent
Figure 2. 1 ; 1
_ - � — Perennial
Wetlands
J ` ' Cowardian Class
PEM
• • +
PFO
• Figure 3.
• F
N WM
J DE
N,
Hi
.
• gh t
Seh
n:
3 Ch
Inc. INDEX MAP: JURISDICTIONAL FEATURES
EEE Consulting, C PROJECT N0. 00358-01 39;WILLSON'S MILLS WD-2017-18 HYDRAULIC IMPROVEMENTS
a MILLS
o.s
3e]
Environmental,Engineering and Educational Solutions
l.h.1M County,North Cardin.
Sources ESRI&MGSSkna&Po .mn 124,000ScAl Top.Qua
vroka,on:w.n way suta•ne unnn carAma Fin axoo r.av 1-1 2,000 Prepared by TJK April 2018 ,

Legend Coro.
Q Study Area
"h
pr
MYh
4#
i
i
p
�� 4w
In
FIGURE 1: VICINITY MAP
PROJECT r3e NO. 0O3S8-01 39;WILSON'S MILLS WD-2017-18 HYDRAULIC IMPROVEMENTS
EEE Consulting, Inc. a
t
Emironmental,Englnaering and Educational Solutions t"
Johnston County,North Carolina
Sourtes:ESW
11 00.00 Prepared by TJK March 2018
Pm Nnan:rN0,981 LtleiNna NONE Cuobna FlVS 32U0leer

7� Legend
®Project Area
••••-• Jurisdictional Ditches
Streams
Flow Regime I
- -- Stream in Culvert
— Intermittent
— Perennial
.�' Wetlands
Cowardian Class
PFO
...
FIGURE 2: JURISDICTIONAL FEATURES
[3]EEE Consulting, Inc. PROJECT N0. 00358-0139; WIL;SON'S MILLS WD-2017-18 HYDRAULIC IMPROVEMENTS
0 360 UL
r 1
Environmental,Engineering and Educational Solutions r"r
1.h.1L.County,N.nh Cm.U..
S.mres:ESN&U G5 Sella&P.w.w 1:24,000 Scale Top.Quad
Nok.,on:MD 1993 so.eMm Nonb Caro4ne Nrs 3300 reee 1:3,200 Repared by T)K April 2018

DF .•, .
s�
c%
v
„.r
WL ,.. :_ WK J
Legend DE ''
Q Project Area ap ; SE `
Jurisdictional Ditches
Streams
Flow Regime
Stream in Culvert _. 6
--- Intermittent
Perennial A
Wetlands
Cowardian Class
PEM
PFC,
FIGURE 3: JURISDICTIONAL FEATURES
PROJECT NO. 00358-0139:WILLSON'S MILLS WO-2017-18 HYDRAULIC IMPROVEMENTS
3e EEE Consulting, Inc. p 360 �2R
t
Environmental,Enginaering and Educatlenal Solutions r�.r
Johnston County,North Carolina
Sources:ESRI&WGS Sekna&Powh.m.1:24,000 S We Top.Quad
1:3,200 Prepared byTJK April201R
FmkaOn:Wl.1983 Sul<Fkne NonM1<tloLne FlPS 3I00 i^<,

Project Area
j.
�I t
TIS
DA J 4
DE
Math
A,rrl B t�
1
i FIGURE 4
SOILS AND PROJECT ELEMENTS
]eEEE Consulting, Inc. PROJECT N0. 0035-0139;WILSON'S MILLS WD-2017-18 HYDRAULIC IMPROVEMENTS
0 940 880
ErMironmental,EngiDAerIng and ECUcaticnal Solutions Farr
Johnston County,Norm Carolina
Sources:USDA NRCSJohnston County Sol]Survey M4
Aahnlon:N lr c—I.-nvs 1:8,950 Prepared tv TJK,March 2018 -

L3 J EEE Constalti Vq Inc.
Envirorunental,Engineering and Educational Solutions
Agent Authorization
I(we) authorize representatives of EEE-Consulting, Inc. to act as my (our) agent regarding the
proposed project as described below; to act on my (our) behalf, to take all actions necessary to
the processing, issuance, and acceptance of permits and any and all standard and special
conditions attached.
Project name: Project No. 00358-0139; Wilson's Mills WD-2107-18 Hydraulic Improvements
Located atriin: Wilson's Mills, North Carolina
Owner/applicant na Johnston County and Town of Wilson's Mills, North Carolina
t
Signed: Date: cf 1161 il&
8526 Bell Creek Road,Mechanicsville,Virginia 23116 • [phone] • [phone](fax)
201 Church Street,Suite C,Blacksburg,Virginia 24060 • [phone] . [phone] (fax)
272 Bendix Road,Suite 260,Virginia Beach,Virginia 23452 • [phone] • [phone](fax)
601 Cascade Pointe Lane,Suite 101,Cary,NC 27513 . [phone]

ROY COOPER
courmw
MIC HAEL S. REGAN
Secretare
S. JAY ZIMMERMAN
Water Resources Director
ENVIRONMENTAL QUALITY
Date Received: I/-kDl 0 DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
L Owner Information
Ia.Name(s)on Recorded Deed The City of Durham
lb.Responsible Parry(for LLC) Edward Venable
Ic.Mailing Address 101 City Hall Plaza—Public Works;Durham,NC 27701
Id.Telephone Number 919-560-4326 le.Email Address I Ed.vcnable(aWuthamnc.eov
Address of Property:See Figure 1:Vicinity Map
Project Description(attach plan if available):The City of Durham in coordination with NCDOT proposes to improve the sidewalk and
traffic signals along N.Duke Street in Durham,NC.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company William Sullivan;Kimley-Horn
4b.Mailing address 421 Fayetteville St.,Suite 600
4c.Telephone no. 919-677-2113 4d.Email address William sullivan(ti,kimlev-hom.com
5.Project and Site Information
5a.Name of project SW-50/EB-5715 N.Duke Street Sidewalk 5b.County Durham County
5c.Nearest Named Stream Ellerbe Creek 5d.River Basin Neuse
6.Has anyone from DWQ visited the site? I No Staff Name I n/a I Date of Visit? I n/a
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at 919 7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.nedenr.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

n
Water 'dr
It
elf
� f
�.`
101,
. 1
"+ CAN h` _
i
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Duke _
HortN ft�a P • U�um •t • ~• ^•r
+' `, yti • ii is
•00
P Arm
Legend
Stl�ddsbu�n
TWA
ED Project Study Area
-
/. ►'�! 0 1,200 2,400
�` > Feet
Figure 2: USGS Topograhic Map
EB-5715 / SW-50D
CITY OF Duke Street Sidewalk
DURHAM Durham, Durham County, NC

- � Ur
is
. MfB
s r N, a .M
B Ws f MiII Grov
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uI 4' M Project Study Area
I• Sp!
cn wWc 0 1,100 2,200
06
Feet
Figure 4: NRCS Soil Survey
EB-5715/ SW-50D
I CITY OF Duke Street Sidewalk
DURHAM Durham, Durham County, INC

North Carolina Division of Water Quality- Stream Identification Form,Version 4.11
SA
Date: 3/14/2018 Project/Site: stream EB-5715/SW-50 Duke St. Latitude: 36.036238
Jason Hartshorn and William
Evaluator: Sullivan(Kimley-Horn) County: Durham County Longitude: -78.905599
Total Points: 35 Stream Determination (cir Other
Stream is at least intermittent Northwest Durham
Ephemeral Intermitten rennial e e.g.Quad Name:
if z 19 or perennial if z 30
A. Geomorphology Subtotal = 18 Absent Weak Moderate Strong Score
1 a. Continuity of channel bed and bank 0 1 2 3 3
2. Sinuosity of channel along thalweg 0 1 2 3 2
3. In-channel structure: ex. riffle-pool, step-pool, ripple 0 1 2 3 2
poolsequence
4. Particle size of stream substrate 0 1 2 3 2
5. Active/relic flood lain 0 1 2 3 2
6. Depositional bars or benches 0 1 2 3 2
7. Recent alluvial deposits 0 1 2 3 2
8. Headcuts 0 1 2 3 1
9. Grade control 0 0.5 1 1.5 1
10. Natural valley 0 0.5 1 1.5 1
11. Second or greater order channel No=0 Yes = 3 0
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal = 10
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 1
14. Leaf litter 1.5 1 0.5 0 1
15. Sediment on plants or debris 0 0.5 1 1.5 1
16. Organic debris lines or piles 0 0.5 1 1.5 1
17. Soil-based evidence of high water table? No = 0 Yes = 3 3
C. Biology Subtotal= 7
18. Fibrous roots in streambed 3 2 1 0 3
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos note diversity and abundance) 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Crayfish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 0
25. AI ae 0 0.5 1 1.5 1
26. Wetland plants in streambed FACW =0.75; OBL= 1.5; Other= 0 0
-perennial streams may also ne identified using other methods. See p.35 of manual.
Notes:
Stream SA is a perennial channel that orginates outside of the study area flows BKFW: 6'
west. SA has low banks and an active floodplain. The stream is located within a BKFD: 2'
narrow corridor east of Duke St. before entering a culvert which discharges W W: 4'
outside the study area to the west. Algae was observed within the pools of SA. W D: 1'
Substrate: si, sn, gr
Clarity: clear
Flow: moderate

North Carolina Division of Water Quality- Stream Identification Form,Version 4.11
Date: 3/14/2018 Project/Site: Stream SB Latitude: 36.035262
EB-57151SW-50 Duke St.
Evaluator: Jason Hartshorn and William County: Durham County Longitude: -78.905395
Sullivan(Kimley-Horn)
Total Points: 33.5 Stream Determination{ci Other
Stream is at least intermittent Ephemeral Intermitten erennial e.g.Quad Name Northwest Durham
0 k 19 or perennial if 2 30
A. Geomorphology Subtotal = 17 Absent WeakD2rate
Strong Score'
1'. Continuityof channel bed and bank 0 1 3 3
2. Sinuosityof channel alon thalw 0 1 3 2
3. In-channel structure: ex. riffle-pool, step-pool, ripple 0 1 3 2
ool se uence
4. Particle size of stream substrate 0 1 3 3
5. Active/relic flood lain 0 1 3 0
6. Depositional bars or benches 0 1 3 2
7. Recent alluvial deposits 0 1 2 3 2
8. Headcuts 0 1 2 3 1
9. Grade control 0 0.5 1 1.5 1
10. Natural valley 0 0.5 1 1.5 1
11. Second or greater order channel No=0 Yes=3 0
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal= 10
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 2
14. Leaf litter 1.5 1 0.5 0 0.5
15. Sediment on plants or debris 0 0.5 1 1.5 1
16. Organic debris lines or piles 0 0.5 1 1.5 0.5
17. Soil-based evidence of high water table? No=0 Yes=3 3
C. Biology Subtotal = 6.5
18. Fibrous roots in streambed 3 2 1 0 3
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos note diversity and abundance 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 0
23. Crayfish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 0.5
25. Algae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW =0.75; OBL= 1.5; Other= 0 0
'perennial streams may also be identified using other methods. See P.35 of manual.
Notes:
Stream SB is a short perennial stream that originates at a pipe outlet. SB BKFW: 4'
daylights briefly before entering a culvert under Duke Street.Amphibians eggs BKFD: 1'
were observed on cobbles within the channel. W W: 3'
W D: 6'
Substrate: si,sn,gr,cc
Clarity: clear
Flow: moderate

ROY COOPER
` Governor
re t
�L `� MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Wote rces / ) Interim Dvecror
ENVIRONMENTAL
QUALITY Date Received: DWR
p DWR Use Only:Project# L DA
—/3 3
Buffer Determination Request Form
Property Owner Information
1.Owner Information
la.Name(s)on Recorded Deed Wake Technical Community College
lb.Responsible Party(for LLC) Tommy Moorman(Wake County Facilities Design and Construction,Project Manager)
lc.Mailing Address 336 Fayetteville Street, I I"Floor
Id.Telephone Number 919-856-6354
le.Email Address [e-mail]
2.Address of Property:7731 Fox Road
3.Project Description(attach plan if available): Wake County is leasing a portion of this parcel for a new EMS station.
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company Jonathan Allen,CALYX Engineers
4b.Mailing Address 6750 Tryon Road,Cary,NC 27518
4c.Telephone Number 919-858-1831
4d.Email Address [e-mail]
5.Project and'Site Information
5a.Name of Project New Hope EMS 5b.County Wake
5c.Nearest Named Stream Neuse River 5d.River Basin I Neuse
6. Has anyone from DWR visited the site? I S' N Staff Name I Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic NIap and/or NRCS Soil Suney Nlap.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.neal6iimcdenngov
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section httn'i;rxnTal.ncdenr ore%wcbhva'aos
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

77 )373. 70 Ill Lxrv✓t--
• LI3S IZ . z t'
18-133 : 7731 Fox Road
1 i OW
-�- �►} J r
ll `r, ►►►111 r
evs
r I
a7 If � r
°� ,/•/yy F-x
1 fff is
CD
Project Site J' r
•'
I
l 1
~ STAw
Legend:
Approximate Site Boundary: y Map provided by NCDEQ Division of Water Resources
Q � '��
9 ::Locations are approximate and are provided for reference only

18-133 : 7731 Fox Road
F _
4 mB '
AD82 W kE '
,per LwC?
\, Wy - (.
r 0� .� W M
MC
ApB2 LoC ®,
2
F
�lokT WmB2
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.. �* Lob �-
mC2
WmB2
G wM '
me2 �
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Legend:
Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary
Locations are approximate and are provided for reference only n n
Sheet# 30
� �' w

c�l ssi@i�
11 _
TTTYY
� f
/ n
TCA +1-3.3425E
a
TCA=./-2.564 SF �! 1 '{ o� W 0
r
} f NEED TO IDENTIFY EXACT
a };, LOCATION OF STREAM
ORIGIN TO DETERMINE TREE - `° z
u !` CONSERVATION AREAS
TOTAL TCA LOST =4,263 SF FINt EXHIBR ONLY JEX�H-1
zwf slTOTAL NEW TCA= +/-5,906 SF

ROY COOPER
Goreenor
MICHAEL S. REGAN
/ Secretary
�� /) LINDA CULPEPPER
Water Resources �'� / Interim Director
ENVIRONMENTAL QUALITY
Date Received:5/2/18 DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Roger Burt Humphry
lb.Responsible Party(for LLC)
lc.Mailing Address 6856 Windover Drive,Durham,NC 27712
ld.Telephone Number
le.Email Address
2.Address of Property:6864 Windover Drive(2 parcels)Durham,NC 27712
3.Project Description(attach plan if available):
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company JoEllen Mason,JEM Realty
4b.Mailing Address
4c.Telephone Number 919-4524099
4d.Email Address JEMta7_jemrealtoccom
S.Project and Site Information
5a.Name of Project 6864 Windover Drive 5b.County Durham
5c.Nearest Named Stream Little River 5d.River Basin Neuse
6. Has anyone from DWR visited the site? I Y/N Staff Name Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or MRCS Soil Survey'.*lap.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.neal6cmdenngov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional(Mice,Water Quality Regional Operations Section hayii/pLrtal.ncdenr.orgrwebiwQiaus
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

6864 Windover Drive
Durham County
A /` Feature A
VO G� D
Feature BM
Wn '+
H r B TaE
Af
�.. OA
`J
oft
NRCS Soil Survey Sheet 9 R
rr
Durham Co NC 1976 p'. � � r.Locations are approximate
}
Legend: �. �' and are provided for refer-
-project only::
-project boundary Q
M.p

6864 Windover Drive
Durham County
O�
500�
uFeature A
SS0
ac
Q
CIC
LAJ
4
600 Ln
O a
USGS Topographical Map M5F
Rougemont Quadrangle 2016 � rpm
Locations are approximate
Legend: _ and are provided for refer-
enceonly:: nn
-Project boundary Q �, �< �LI^`iVf

ROY COOPER
eovenor
"ra
MICHAEL S. REGAN
Seeren
LINDA CULPEPPER
Water Resources
lmerin,Dvector
ENVIRONMENTAL QUALITY
May 21,2018
Roger Burt Humphry
6865 Windover Drive
Durham,NC 27712
Subject: Neuse River Riparian Buffer Rules
Address of Site: 6864Windover Drive Durham
Durham County
Mr. Humphry,
On May 9, 2018, Gary Kreiser from the Raleigh Regional Office(RRO)of the Division of Water
Resources(DWR)performed the requested buffer determination at this location.On the day of the
determination,there were impacts noted in the streamside area as well as to the stream.Rocks and fill had
been brought into the buffer area and to the stream to create a small pool. There was small pipe that
allowed for the flow of water out of the pool. The purpose of this letter is to inform you about the Neuse
riparian(streamside)buffer rules and water quality rules to help ensure that unauthorized impacts to the
stream and streamside area does not occur
Item 1. Neuse River Basin Riparian Buffer—Vegetation
Title 15A North Carolina Administrative Code 02B .0233 (4)of the Neuse River Riparian Buffer Rules
requires that Zones 1 and 2 of the riparian buffer remain in vegetation that is undisturbed except for those
uses provided for in Item(6) of this Rule.
• A riparian buffer is a strip of forested or vegetated land bordering a body of water.The vegetation
and root systems in a riparian buffer stabilize the streambank,preventing soil from eroding into
the water. Riparian buffers also act as a filter to remove pollutants.
• Riparian buffer rules apply to the following types of water bodies: perennial streams, intemuttent
streams, lakes,ponds, estuaries and rivers.
• A riparian buffer is required to be 50-feet wide and is divided into two zones.The 30 feet closest
to the water(Zone 1)must remain undisturbed.The outer 20 feet(Zone 2)can be managed
vegetation such as grass and shrubs.
• For streams,the riparian buffer is measured landward from the top of the streambank on each side
of the stream.
• The benefits of riparian buffers ara%aximized when there is diffuse flow of stormwater runoff.
• Diffuse flow refers to overland water flow that is spread out over the landscape,not concentrated
into a defined channel.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section hup://portal.ncdenr.org/web/wglaps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

f land use
. r must remain undisturbed regardless ofproperty size or type o ,
The riparian buffer , g
unless the use is listed in the rules as exempt, potentially allowable or potentially allowable with
mitigation.
Item II. Stream Standards-Removal of Use
Title 15A North Carolina Administrative Code 02B .0211 (2) requires that"The waters shall be
suitable for aquatic _. agation and maintenance of biological integrity, wildlife, secondary
recreation,_and_agric rees_Qf water pollution which preclude any of these uses on either
a short-term or long- basis shall be considered to be violating a water quality standard.
A
This letter is to ensure you know thil basUs of riparian buffer rules in the Neuse River Basin and to
prevent a violation in the future. If you plan on doing anymore activities either in the riparian
buffer or the stream please contact this office regarding your plans. Please contact Gary Kreiser at
(919)7914241if you have any questions.
Soerel
Danny Smith
Water Quality Regional Operations
Raleigh Regional Office
cc:DWQ RRO file copy

Kreiser, Gary
From: Gary Kreiser <g [e-mail]>
Sent: Wednesday, May 09, 2018 10:49 PM
To: Kreiser, Gary
Subject: [External] Stream
Follow Up Flag: Follow up
Flag Status: Completed
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an
attachment to Report Spam.<mailto:reoort.soam nc.eov>
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NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11 / �
Date: Project/Site: r 441/[ Latitude:
Evaluator: County: L , Longitude:
Total Points: 5. 'j Stream Determination(circle one) Other
Stream is at least intermittent 11' Ephemeral Intermittent Perennial e.
it z 19 or erennia/d z 30' P 9. Quad Name:
A. Geomorphology Subtotal= Absent Weak Mod ate Strong
Al
la Continuity of channel bed and bank 0 3
2.Sinuosity of channel along thalweg 0 3
3. In-channel structure:ex. riffle-pool, step-pool, 0 2 4- 3
ripple-pool sequence
...
4. Particle size of stream substrate 0 2 3
5.Active/relict floodplain 1 2 3
6. Depositional bars or benches 1 2 3
7. Rec6pt Iluvial deposits 0 2 3
8. He4ogillits 0 1 3
9. Grade control 0.5 1.5
10. Natural valley 0 0.5 1.5
No=0
11.Second or greater order channel Yes=3
artificial ditches are not rated;see discuss'' is in manual '
B. Hydrology Subtotal= y S
12. Presence of Baseflow 1 2
13. Iron oxidizing bacteria 2 3
14. Leaf litter 1 1 0
15.$edment on plants or debris #• 0.5 1.5
16,;- rganicdebris lines or piles 0 0.5 1.5
17 Soil-based evidence of high we table? No Yes=3
C. Biology, Subtotal= 9.
18. Fibrous roots in streambed 2
19. Rooted upland plants in streambed 1 0
20. Macrobenthos(note diversity and abundance) 1 �t 2 3
21.Aquatic Mollusks Y 1 2 3
22. Fish 0.5 1 1.5
23. Crayfish ♦ 0.51j; 1 1.5
24.Amphibians 1!' 0.5 1 1.5
3
25.Algae 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Other it
'perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch: 01
� I
d' I Sl�a
OA
41
opo
r„St• � I �I►
5 rr^-

NC Division of Water Quality-Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
Date: 0 Project/Site: &ruY Latitude:
� NC
Evaluator: County: Longitude:
Total Points: Stream Determination circle one Stream is at least intermittent Z ( ( ) Other
it>_19 or perennial it z 30• 3' Ephemeral Intermittent Perennial e.g.Quad Name:
A. Geomorphology Subtotal = Absent Weak Mod ate Strong
1° Continuity of channel bed and bank 0 1 2 3
2. Sinuosity of channel along thalweg p 1 3
3. In-channel structure:ex. riffle-pool,step-pool, 0 1 ripple-pool s uence 2 3
4. Particle size of stream substrate 0 1
5.Active/relict floodplain 0 1 2
6. Deposifional bars or benchesin 1 2 3
7. Recent alluvial deposits CD 1 3
8. Headcuts 0 1 3
9. Grade control 0 1 1.5
10. Natural valley 0 0.5 1.5
11. Second or greater order channel hl =0 Yes=3
artificial ditches are not rated;see discussions in manual
jPresence
olo Subtotal=
nce of Baseflow 0 2 3
xidizing bacteria 0 1 23
itter 1.5 050ent on plants or debris 0.5 1 7.5ic debris lines or piles 0 01 i 5
ased evidence of high water table? No=0 Yes(-:3
C. Biology Subtotal=
18. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streambed 2 1 0
20. Macrobenthos(note diversity and abundance) 0 1 2 3
21.Aquatic Mollusks 1 2 3
22. Fish 0.5 1 1.5
23. Crayfish 0.5 1 1.5
24.Amphibians 05 1 1.5
25.Algae 1 1 5
26. Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0
*Perennial streams may also be Identified using other methods.See p.35 of manual.
Notes:
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May 11, 2018d 1:1,128
0 0.0075 0.015 0.03 mi
0 0.015 0.03 0.06
INormfim depicted hereon Is fn reference purposes oNy and c canpiled Iron iha hest aralade smmes.The Clry N DurhaMprhan Cavpyassumes ro respxsidliryla errors arising ham use a msu

ROY COOPER
Governs.
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Water Resources Dir or
aNVIaOIINaNTAL QUALITY
Date Received: S/�'' DWR Use Only:Project k 3 S
111 Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Names)on Recorded Deed Wake County Board of Education
lb.Responsible Party(for LLC) N/A
Ic.Mailing Address 1551 ROCK QUARRY RD RALEIGH NC 276104145
Id.Telephone Number N/A le.Email Address N/A
Address of Property:0 OPTIMIST FARM RD,Cary, NC
Project Description(attach plan if available):
Consultant/Agent Information
4,Agent/Consultant Information
4a.Name,Company S&EC—Steven Ball
4b.Mailing address 8412 Falls of Neuse Road,Ste 104,Raleigh,NC 27615
4c.Telephone no. [phone] 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project WCPSS-Middle Creek Transportation 5b.County Wake
5c.Nearest Named Stream Camp Branch 5d.River Basin Neuse
6.Has anyone from DWQ visited the site? I No Staff Name I N/A Date of Visit? N/A
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

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Project Numbe13473.Wl Map Title: N
USGS Ma o soo 1,000
Project Manager: p I i i i I i i
SB WCPSS Feet
Scale: Middle Creek Transportation *4
1" = 500'
Wake County, NC
Date: Source: Soil R Environmental Consultants, P
3/27/2018 L USGS Apex Quad m

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Project Number Map Title:
13473.W1 o soo 1.000
Project Manager: SOII Survey Map I . I
SIB WCPSS Feet
Scale: Middle Creek Transportation
1" = 500' Wake County, NC
Source: Soil & Environmental Consultants, P
Date: ��... ,.... »� ..,.
3/27/2018 Soil Survey Sheet 84 �,.a„° "' w ' "^"'�'•

ROY COOPER
� Caceraw
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water Resources rkmm DwemT
ENVIRONMENTAL QUALITY
Date Received: 5 Ij 11 $ DWR Use Only:Project# 1 8-136
/ ( Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed City of Henderson Utility Right of Way
lb.Responsible Party(for LLC) Franklin Frazier,City Manager,City of Henderson
Ic.Mailing Address 134 Rose Avenue,Henderson,NC 27536
Id.Telephone Number 252A30-5700
le.Email Address [e-mail]
2.Address of Property:Two linear areas along Newton Dairy Road,Birch and Bobbit Street
3.Project Description(attach plan if available): The project site consists of a proposed 3800 foot-long(approx.)sewer line easement
corridor with proposed 30 foot-wide permanent easement and an additional 20 foot-wide temporary construction easement.The corridor
roughly parallels Newton Dairy Road on the south side,crosses US Hwy. 1,and passes through undeveloped scrub and forest land as it
follows Sandy Creek Currently,adjacent land uses consist of a mix of wooded and undeveloped areas,with residential neighborhoods at
either end.Initial easement clearing was completed in February of 2018 and the project has been put on hold pending reismance of
expired permits.
ConsultantlAgent Information
4.Consultant/Agent Information
4a.Name,Company John Vilas,Program Services Manager Environmental,McGill Associates,P.A.
4b.Mailing Address 1013 State Farm Road,Boone,NC 28607
4c.Telephone Number 828-386-1920
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project Newton Dairy Rd./Birch and Bobbit St. Sb.County Vance
Sewer Extension Project
5c.Nearest Named Stream Sandy Creek 5d.River Basin Tar-Pamlico
6.Has anyone from DWR visited the site? I Y/N Staff Name I Date of Visit: rIllot 1-0 1 8 l�Ci/ry
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section hav://vortal.ncdem.org/web/wci/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:(919)791A200
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

Raleigh,NC 27699-1628
Email: andy.neaK4ncdenr.gov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
I

Map rJame VICKSBORO Scale 1 inch = 2.000 ft Horizontal Datum tJAD27
Print Date 04,02 18 Map Center 036.3306175' N 078.3805
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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
�— �S AY ZIMMERMAN
Ware rces. rnramr
EN VIRONMFNTALEXTXL OUALITV
Date Received: s/C6�I DWR Use Only:Project#
( Buffer Determination Request Form
Property Owner Information
1.Owner Information
1 a.Name(s)on Recorded Deed Mary Bunch Smiley&Linda Bunch Harris / Patricia M.Council&Jeannean M.Herman
lb.Responsible Party(for LLC)
Ic.Mailing Address P.O.Box 833,Warrenton,NC 27589 / 2808 White Road,Wilmington,NC 28411
1 d.Telephone Number I l e.Email Address
Address of Property:8201 &8205 Holly Springs Road,Raleigh,NC 27606 / 8408 Southbriar Drive,Raleigh,NC 27606
Project Description(attach plan if available):The project area is composed of three adjacent parcels that total 41.6 acres.The project will
consist of residential home lots.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Sean Clark,Sage Ecological Services,Inc.
4b.Mailing address 3707 Swift Drive,Raleigh,NC 27606
4c.Telephone no. 919-559-1537 4d.Email address SClarkA.SaeeEcoloeical.com
5.Project and Site Information
5a.Name of project Holly Springs Road Subdivision 5b.County Wake
5c.Nearest Named Stream Dutchman Branch 5d.River Basin I Neuse
6.Has anyone from DWQ visited the site? I Y/N I I Staff Name I Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soll Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdcw.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barren Drive,Raleigh,NC 27609 Fax:[phone]

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Map Location USGS Topo Map Figure 1
FRANKLIN
DURHAM Holly Springs Road Subdivision Aftk
Sage Project# 2018.24 N
WAKE NASH Apex, NC Quadrangle
CHATHAM December 2013 USGS Topography UI@
April 25. 2018
JOHNSTON Sage Emlogical Sewices,Inc.
0 500 1,000 Office: 19-35-6757
LEE HARNETT mommmoff::�Feet Cell:919-559-1537

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Map Location NRCS Soils Map Figure 2
FRANKLIN
DURHAM Holly Springs Road Subdivision
Sage Project# 2018.24 N
WAKE NASH
Wake County Soil Survey, 1970
cHArHAM Soil Sheet 76
April 25, 2018
JOHNSTON Sage Ecological Services,Inc.
LEE 0 500 1,000 Office:919-335-6757
HARNETT Feet Cell:919-559-1537

NOTE: Location, shape and size of depictedy;,
features on the evaluated site are approximate and should should be surveyed by a licensed IN
surveyor for final site planning.
r.
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a
Pontl 1 •y., WetlanO WP a
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Map Location Wetland and Stream Sketch Map Figure 3
FRANKLIN ■
DURHAM Holly Springs Road Subdivision
Sage Project# 2018.24 N
WAKE NASH
CHATHAM 0 May 2, 2018
JOHNSTON Sage Ecological Services,Inc.
0 250 500
LEE Office:919-335-6757
HARNETT Feet Cell:919-559-1537

tit
/)) U ROY COOPER
U2�i Gore nor
MICHAEL S. REGAN
CX� Secretary
JAY ZIMMERMAN
WOfe'rR ES I^ Director
ENVINONMFNTAL iAL GU OUAUTY
aw
00 rr
Date Received: S'% f i t — DWR Use Only:Project# b 3
Buffer Determination Request Form
Property Owner Information
1.Owner Information
1 a.Name(s)on Recorded Deed Century Field LLC
lb.Responsible Party(for LLC) Madhu Ravindran
1 c.Mailing Address 415 Powers Ferry Road,Cary,NC 27519
1d.Telephone Number I le.Email Address
Address of Property:7700,7712,&7720 Barefoot Road,Fuquay-Varina,NC 27526
Project Description(attach plan if available):The Project area is composed of three adjacent parcels that total 14.91 acres.The proposed
project will be a Cricket sports facility.
Consultant/Agent information
4.Agent/Consultant Information
4a.Name,Company Sean Clark,Sage Ecological Services,Inc.
4b.Mailing address 3707 Swift Drive,Raleigh,NC 27606
4c.Telephone no. 919-559-1537 4d.Email address SClark(wSageEcoloaical.com
5.Project and Site Information
5a.Name of project Barefoot Road Property 5b.County Wake
5c.Nearest Named Stream UT to Avent Creek 5d.River Basin Cape Fear
6.Has anyone from DW Q visited the site? I Y/N I I Staff Name I Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Sail Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://POTW.ncdem.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

Legend
Project Review Area
Map Location
USGS Topographic Map Figure 1
CHATHAM WAKE ; 7721 Barefoot Roat Cricket Facility
Property
- Sage Project#2018.20
` quay-varina Quadrangle
LEE JOHNSTON]0) ON Sage Ecological Services, Inc.
April a, 2018 Office: 919-335-6757
HARNEfT Cell: 919-559-1537
CORE 0 800 1600 ft rij

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Legend
Project Review Area
LVttdc J' <- ✓Qe2
Map Location
NRCS Soils Map Figure 2
CHATHAM WAKE 7721 Barefoot Road Cricket Facility
o. Property
Sage Project#2018.20
JOHNSTON USDA Soil Survey Sage Ecological Services, Inc.
LEE Wake County Sheets 101A 7 101B Office: 919-335-6757
HARNETT May 4,2018 Cell: 919-559-1537
00RE 0 400 800 ft

$ Note:Location,shape and sure of ey ' All features on site must he
depicted features on the evaluated site '� t` confined by the NC-DWR
are approximate and should be surveyed and the USAGE.
by a licensed NC surveyor for final
planning
Y syy,
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8
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96♦ .
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Ilk
Legend
R
,y ® Wetland
Project Review Area
Map Location
Wetland Sketch Map Figure 3
WAKE 7721 Barefoot Raod Cricket Facility Property
Sage Project#2018.20 Drawn by:Dwid Gainey
JONNsroN Aril 4, 2016
LEE P Sage Ecological Services,Inc.
NAn'+ET* 0 100 200 ft Office:919-335-6757
RE Cell:919-559-1537

ROY COOPER
Gareram
MICHAEL S. REGAN
54rrcrrrrr
LINDA CULPEPPER
Water Resources
Grrerim Director
Ea:iromractit Qwtiry
May 9,2018
Jason Brown
Town of Knightdale
950 Steeple Square Ct.
Knightdale,NC 27545
Subject: Surface Water Determination Letter
NBRRO#18-140
Wake County
Determination Type:
Buffer Call Isolated or EIP Call
® Neuse(15A NCAC 213.0233)
❑Tar-Pamlico(15A NCAC 213.0259) ❑ Ephemeral/Intermittent/Perennial Determination
❑Jordan (15A NCAC 213 .0267) ElIsolated Wetland Determination
Project Name: Mingo Creek Greenway(2)
Location/Directions: The projected area include two parcels,one off McKnight Dr.,the other off
Laurens Way,in Knightdale,Wake County
Subject Stream: UTs to Mingo Creek
Determination Date: 5/2/2018 Staff: Cheng Zhang
Stream E/I/P* Not Subject Subject to StartC StopC Soil USGS
to Buffers Buffers Survey To 0
Pond Not present X X
D-1** P X Culvert DWR flag X X
crossing
McKie ht Dr.
D-2** P X DWR flag Joins Mingo X X
Creek
F P X I X X
*EIIIP=EphemeraUlntermittenilPerennia/
**Feature D drains into(D-1)and out(D-2) ofa wetland
Explanation: The feature(s)listed above has or have been located on the Soil Survey of Wake County,North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject"has been determined not to be a stream or is not present on the property. Features that are checked
"Subject"have been located on the property and possess characteristics that qualify it to be a stream. There maybe
other streams located on your property that do not show up on the maps referenced above but,still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http:/ideq.nc.gov/about/divisions/water-resources
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Paz:[phone]

Mingo Creek Greenway(2)
Wake County
5/2/2018
Page 2 of 2
.a
This on-site deter W
a(5)years from the date of this letter. Landowners or affected parties that
dispute a dete made by or Delegated Local Authority may request a determination by the
Director.An appeal reques 9RtraP4w„plgde within sixty(60)days of date of this letter or from the date the affected
party(including downstream and/or adjacent owners)is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing If sending via US Postal Service c/o Karen Higgins DWR—401&
Buffer Permitting Unit 1617 Mail Service Center Raleigh,NC 27699-1617.If sending via delivery service(UPS,FedEx,
etc.) Karen Higgins DWR—401&Buffer Permitting Unit,512 N.Salisbury Street Raleigh,NC 27604
This determination is final and binding unless,as detailed above,you ask for a hearing or appeal within sixty(60)
days.
The owner/future owners should notify the Division of Water Resources(including any other Local,State, and
Federal Agencies)of this decision concerning any future correspondences regarding the subject property(stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources(Central Office) at(919)-807-6300,and the US Army Corp of Engineers
(Raleigh Regulatory Field Office)at(919)-554-4884.
If you have questions regar ' s determination,please feel free to contact Cheng Zhang at(919)7914259.
S cerel ,
Q/th
Danny Smith
Supervisor, ater Quality Regional Operations Center
cc: RRO DWR File Copy

a C)
r*I
Stream D-Subject L
4. Stream F-Subject P Q
dJ
u
-IGH&DUT
L�
r
RIn
Pond Not Present Q
Not Subject ,P A
"I
N USGS VICINITY AREA MAP ADDITIONAL AREA
0 300 600 1,200 1,800 MINGO CREEK GREENWAY county:Wake Figure
KNIGHTDALE, NC Date: May 2018
1"=600' 2013 USGS Topographic Quadrangle:
Knightdale

Legend n3
AlDB2
Original Study Area Reviewed by NBRRO# 17-183 UB
Additional Study Area -
Stream D-Subject
APB
¢ T ar e
A 62
' DUB Stream F-Subject
yy J
APS
V.
-,,,,.�.�._,:� � • "'."._-�" "n'�-^�-�"j �� �-',` T .� III J
,tU 8 Lb D
iy 1 I f z
sn
5d 4
s M1
ApG2 X4.
ApB
SOILS MAP ADDITIONAL AREA
0 300 600 1,200 1,800 MINGO CREEK GREENWAY County:Wake Figure
KNIGHTDALE, NC Date: May 201R 2
1"=600' 1970 NRCS Printed Wake County Soil Survey
Maps Sheets 51 &61

ROY COOPER
Gowmor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water Resources /nlerim Director
ENVIRONMENTAL QUALITY
Date Received:April 30,2018 DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
I.Owner Information
1 a.Name(s)on Recorded Deed
lb.Responsible Party(for LLC) Jason Brown Town of Knightdale
lc.Mailing Address 950 Steeple Square Ct,Knightdale,NC 27545
Id.Telephone Number 919-217-2245
le.Email Address [e-mail]
2.Address of Property: one parcel off McKnight Dr.;one parcel off Laurens Way,in Knightdale,Wake County
3.Project Description(attach plan if available):Greenway project
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company Heather Smith,Ecological Engineering,LLP(for Alta and Town of Knightdale)
4b.Mailing Address 1151 SE Cary Parkway,Suite 101 Cary,NC 27518
4c.Telephone Number 919-999-0275 c 919-557-0929 o
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project Mingo Creek Greenway(2) 5b.County Wake
5c.Nearest Named Stream Mingo Creek 5d.River Basin Neuse
6.Has anyone from DWR visited the site? I Y/N Staff Name Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.neaMricdennizov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section httn:Hi)ortal.ncdenr.ore/web/wci/aos
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

Legend w.. AIPB2
uB
Original Study Area Reviewed by NBRRO# 17-183
Q Additional Study Area
4
4 Stream D-Subject
Ap B t
r A 82
DUB Stream F-Subject , ,
l aac k, ,
C ,•.
�2 ) - DUB'
Ape UDD ` y
APBLLO
� f.
y
Apg
N
SOILS MAP ADDITIONAL AREA
0 300 600 1,200 1,800 MINGO CREEK GREENWAY County:Wake Figure
KNIGHTDALE, NC Date: May 2016 2
1"=600 1970 NRCS Printed Wake County Soil Survey
Maps Sheets 51 &61

rill 7T-
-A Stream D-Subject
Stream F-Subject
.0
KNIGH�T•DAL�
r
JU7'SOh/ ,S
Pond Not Present
Not Subject
T
N USGS VICINITY AREA MAP ADDITIONAL AREA
0 300 600 1,200 1,800 MINGO CREEK GREENWAY county:Wake Figure
KNIGHTDALE, NC Date: may 2018
1°=600' 2013 USGS Topographic Quadrangle:
Knightdale

y rLiE CAMEO LN
. a<� �r"1. 4 1�Py� .See Inset 7 • � ,, ; X �� .v !F4 Lr-
COSTMARY
W
;.. ' Ak y: VVE
we
< , SF-11 TT Mingo Creek
T WD
Inset Scale 1"=25'
wn k:' SF-1 TT Study
�r Mingo Creek f � WJ-1 TT SF '
Legend
r
® Wetlands
Additional Study Area wJ
Q Original Study Area
Intermittent Stream
Perennial Stream WJ-4 TT SIF
d �
N
JURISDCITIONAL RESOURCES
0 75 150 300 450 MINGO CREEK GREENWAY County:Wake Figure
KNIGHTDALE, NC 3b
1 =1SO Date: April 2078
2013 NC Onemap Aerials
NCDOT Contours

s -
SD-0.4 TT Culvert
MCKNtGHT pR :' WH-22.8 TT Study
'' ff WI
1'
WH-22.5 TT SD
,� i�%,; SD-0.6 End '�' - :Z•
SD-0.7 Start
WH-22.1 `
t,
t10
r
c WH
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Legend
Study Area
� ~ Additional Study Area
Intermittent Stream
0. ' cP�yR�NGjpN K �• Perennial Stream
"3• Wetland
_ 4
N JURISDCITIONAL RESOURCES
0 50 100 200 MINGO CREEK GREENWAY
KNIGHTDALE, NC County:Wake Figure
1 I 1"=100' 2013 NC Onemap Aerials Date: April 2079 3d
NCDOT Contours

V
CJl ROY COOPER
Govereor
MW
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
WorerResources 1\ D1K'wr
ENVIRONMENTAL QUALITY
4�
Date Received: S��'I DWR Use Only:Project#
Buffer Determination Request Form
PropertN Owner Information
1.Owner Information
Is,Name(s)on Recorded Deed Supreme Car Wash Inc
lb.Responsible Party(for LLC) Barry Smith
lc.Mailing Address 1508 Leanne Ct, Raleigh, NC 27606
1d.Telephone Number N/A le.Email Address N/A
Address of Property:312 Hwy 70,Gamer NC
Project Description(attach plan if available):
ConsultantlAgent Information
4.Agent/Consultant Information
4a.Name,Company S&EC—Steven Ball
4b.Mailing address 8412 Falls of Neuse Road,Ste 104,Raleigh,NC 27615
4c.Telephone no. [phone] 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project 312 Hwy 70 Site 5b.County Wake
5c.Nearest Named Stream Mahlers Creek 5d.River Basin Neuse
6.Has anyone from DWQ visited the site? I No Staff Name I N/A I Date of Visit? N/A
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email:[e-mail]
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdem.org/webtwq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

v1� X.
A 70
SM/TH 0
HOL ANTR
R
Project Numbe�3517 Map Title: N
0 500 1,000
Project Manager: USGS Map L I i i i
SB 312 Highway 70 Feet
Scale: 1 = 500' Wake County, INC
Date: Source: Soil A Environmental Consultants, PA
4/27/18 USGS Garner Quad _.W...

� •
ri
4� '1
40
A
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Project Number 13517 P' Ma Title:
0 1
N
500 .000 a
Project Manager: Soil Survey Map I i i i I
SIB 312 Highway 70 Feet
Scale: 1 -— 500 Wake County, NC
A I
Date: Source: Soil & Environmental Consultants, PA
4/27/18 Soil Survey Sheet 78

W
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off
FoUNDRY
COMMERCIAL
-f W-�—j
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5 \
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312 US 70 HIGHWAY EAST
COMMERCIAL LAND FOR SALE
C
Morrisville � � _ Knightdale Zebu
RALEIGH Wendell
v _
Cary o
o �
Q
Apex
- ® Garner SITE
sa,
Holly Springs
O � Clayton
3 O
Foundry Commercial is pleased to present
approximately 5.04 acres of land located in PROPERTY FEATURES
Garner's prime commercial corridor. The property LAND SIZE t5.04 acres a
is located along US 70 Highway and in close PIN # 1710991886
proximity to 1-40, the future 1-540, and White Oak
Crossing. ZONING SB and 1-1
UTILITIES Municipal water and sewer
The surrounding area features numerous amenities r ,
05 well as a .diverse collection of national, LIST PRICE $695,000
regional, and local retail tenants such as Target,
Kohl's, Best Buy, and the region's only Cobelas. DEMOGRAPHICS I MILE 3 MILES 5 MILES
The site is located within the SB and 1-1 zoning 2017 ESTIMATED POPULATION 4,587 37,089 102,001
districts within the City of Garner, which allows for
a variety of commercial uses including retail, office, 2022 PROJECTED POPULATION 4,994 41,818 1 15,220
hospitality, and self- storage. 2017 EST. HOUSEHOLDS 1,791 14,276 36,618
2022 EST. HOUSEHOLDS 2,000 16,032 41,288
US 70 HIGHWAY EAST 26,000 VPD AVERAGE HH INCOME $65,900 $69,742 $70,622
NEW RAND ROAD 4,000 VPD MEDIAN HH INCOME $54,897 $64,742 $60,147
JONES SAUSAGE ROAD 12,000 VPD 2017 TOTAL BUSINESSES 333 1,330 2,832
1-40 100,000 VPD 2017 TOTAL EMPLOYEES 3,246 14,711 30,555
For more information,please contoct:
MATT GILLIAM KARL HUDSON IV,CCIM
Vice President Senior Vice President C O M M E R C I A L
[phone] (9191 987 1012 2301 Sugar Bush Road,Suite 520
[e-mail] [e-mail] Raleigh,NC 27612

�4OR3H GARNER
MIQ611ESCHOOL
• CREECH.ROAD
ELEMENTARY ;
�_ UTo-vlerr �NEW GARNER SCHOOL
�. INDOOR •' Z FIVE GUYS
L:H
RECREATION
` CENTER J
D
C
�- GARNER
RECREATION'L O
PARK
' FOREST HILLS MA6ySTRFET 'Oqq v
SHOPPING CENTER - NfRR040 N ,y. .4kopo
�2
�O� W E -AK£ROSSING
O 15\\\
YQ Z B S SDiREg KOXL'S ��4b ^r \
Z
i
� • Welli 0 10601'

312 US 70 HIGHWAY EAST
COMMERCIAL LAND FOR SALE
TOPOGRAPHIC & STREAM MAP
- �- Wake County IMAPS incorrectly
represents the location of the
_ I stream on the West side of the
- 4C property. This illustration shows
ease
j r the correct location of the stream
r.
.r which is assumed to be a DWR
ri
recognized stream with a 50'9
.r ; _. .. ;•i , " # buffer.
H W
_ 3
1e
4J ,
title
rA
Legend Ae�
c` R
Evaluation Boundary • ' - r
Streams&Linear Wetlands
^•Perennial Stream i,•
^.� Intermittent Stream
^/Jurisdictional Linear Welland
Potential 50'Neuse River Buffer
Potential) Jurisdictional Wetland
Y
Prelect Numbe13517 Map Title: N
0 150 300
Prefect Manager: Sketch Map I I �,�,.
SB 312 Highway 70 Feet
1"= 150'
scale. Wake County,NC
Daie Seurca: wliwea•srrnm¢nu Cmaf unu,
5/4/18 Wake GISINC One MaP ----___...... .._. _.__.."..__
For more information,please contact:
MATT GILLIAM KARL HUDSON N,CCIM c o m m e R c l n t
Vice President Senior Vice President
[phone] [phone] 2301 Sugar Bush Road,Suite 520
[e-mail] [e-mail] Raleigh,NC 27612

ROY COOPER
✓'� 1 MICHAEL S. REGAN
'
Secretory
C� S. JAY ZIMMERMAN
Water / LL:2 > o.
ENVIRONMENTAL RNTAL QUALITYy
Date Received:
�l�r�g DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Pamela McLean
lb.Responsible Party(for LLC)
lc.Mailing Address 2901 Homegrown Place,Zebulon NC 27597
Id.Telephone Number N/A le.Email Address N/A
Address of Property: 1529 Pearces Road,Zebulon NC
Project Description(attach plan if available):
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company S&EC—Steven Ball
4b.Mailing address 8412 Falls of Neuse Road,Ste 104,Raleigh,NC 27615
4c.Telephone no. [phone] 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project i SlW IS01 raj fpa 5b.County Wake
5c.Nearest Named Stream Moccasin Creek 5d. River Basin I Neuse
6.Has anyone from DWQ visited the site? I No I I Staff Name I N/A I Date of Visit? N/A
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
06A. " 2-1 S r a f- ?NPO
Please return form Andy Neal Qe4.�ud p r
to: 1628 Mail Service Center �'� on ►cwU
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://porW.ncdem.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

Project No.
1352 1 W I ficjure I -U5G5
Project M,3r.: Quaa Map
5B McLean Tract Soil & Environmental Consultants, PA
Wake County, NC Piz W�.N'.R�� R.I.,b\k 2w,14-
Zebulon Quad
2013

i.
Me
r Apt >
J Dub � Me APB VBC2
DUB
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Project No.
13521.W1 Figure 2 NKC5
Project M9 r.• 5od Survey Map
55 McLean Tract Soil & Environmental Consultants, PA
Wake County, NC 6.N Nw [utl[IIM `A ('III•U•IT.M[IYIYIMMYXu'Ia.IYIYI FM.YN:
sale:
I" = 1 ,0001 Wake County 5od 5urvey
5/4/18 Sheets 43/33

ROY COOPER
Governor
N
a MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water Resources Interim Director
ENVIRONMENTAL QUALITY
Date Received: DWR Use Only:Project tt—!EW�
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed CWEST,LLC
lb.Responsible Party(for LLC) William Curtis Westbrook,Sr.
lc.Mailing Address 701 E.Chatham Street,Suite 201,Cary,N.C.27511
Id.Telephone Number [phone]
le.Email Address unknown
2.Address of Property:325 S.Walker Street,Cary,N.C.27511
3.Project Description(attach plan if available):Demolition of existing structure and construction of triplex.
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company Robert A.Brady,Attorney at Law
4b.Mailing Address 160 Iowa Lane,Suite 104,Cary,N.C.27511
4c.Telephone Number [phone]
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project 325 South Walker Street 5b.County Wake
5c.Nearest Named Stream UT to Walnut Creek 5d.River Basin Neuse
6.Has anyone fi-om DWR visited the site? No Staff Name Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Sure} Nlap.
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.neal(6�ncdetingov
Please contact the Raleigh Regional Office at [phone] if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section http://portaLnedcnr.ore/webhva/aos
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett(hive,Raleigh,NC 27609 Fax:[phone]

18-144: 325 South Walker Street
PO
�n E PARK
rn
-- way
i
}
- n
Ua
Legend: ° ''a°"
Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary
Locations are approximate and are provided for reference only
°Q aw v.6•

18-144: 325 South Walker Street
47h
aA
# I
{10-
4-1
AIL
bs
y
3 p
p
Y,
J
-6C
��SrATjq
Legend:
Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary:
Locations are approximate and are provided for reference only
Sheet# 56

ROY COOPER
Governor
r_
MICHAEL S. REGAN
Secretary
Water Resources S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY Director
A31
Date Received: May 11, 2018 DWR Use Only:Project# 18-146
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Mike Schroeder
lb.Responsible Party(for LLC)
lc.Mailing Address 1017 Brookgreen Drive,Cary NC 27511
1d.Telephone Number 317 908-9831 le.Email Address [e-mail]
Address of Property: 1017 Brookgreen Drive,Cary
Project Description(attach plan if available):He wants to build a retaining wall. Cary needs a letter from us about whether the stream is
buffered.
Consultant/Agent Information
4.AgentlCons iltant Information
4a.Name,Company
4b.Mailing address
4c.Telephone no. 4d.Email address
5.Project and Site Information
5a.Name of project 1017 Brookgreen Drive 5b.County Wake
5c.Nearest Named Stream Swift Creek 5d. River Basin Neuse
6.Has anyone from DWQ visited the site? IY/N Staff Namc IDate of Visit?
Attach a map of the site indicating,project boundaries on the CSGS 1:24,000 Topo and/or MRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Nothing Compares�-
State of North Caroena I Environmental Quality I Water Resources
512 N.Salisbury Street I I617 Mail Service Center I Raleigh,NC 2.7699-1611
919.707,9000
mot.

Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Nothing Compares..
State of North Carolina I Environmental Quality I Water Resources
512 N.Salisbury Street 11011 Mali Service Center I Raleigh,NC 2 769 9-1611
919.707.9000

18-xxx 1017 Brookgreen Drive
t 4
}`W �n i A
5 T
_ 5
{ ♦.R _
i
N
m�a
W
%. Map provided by NCDEQ Division of Water Resources
PP P y ::
Locations area approximate and are provided for reference only
"E111P = Ephemeral//ntermittentIPerennial

i • 1017Brookgreen Drive
t
i �..+. .NEW
' *
i
1Lti.��►�1'1
� s
Map provided by NCDEQ Division of Water Resources
Locations are approximate and are provided for reference only
OU'A.")

ROY COOPER
MICHAEL S. REGAN
WaterResourees S. JAY ZIMMERMAN
ENVIRONMENTAL OUALITY
Date Received DWR Use Only:Project# T
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Kevin E Miller,Elizabeth Miller
Ib.Responsible Party(for LLC)
lc.Mailing Address 111 Council Gap Ct. Cary,NC 27513-8738
1d.Telephone Number 919-619-5325 le.Email Address I [e-mail]
Address of Property: I I I Council Gap Ct. Cary,NC 27513-8738
Project Description(attach plan if available):New 12'x16' covered screen porch and 12'x8' open wood deck.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Thomas Madre,Robco Fence and Deck
4b.Mailing address 1521 Gavin St. Raleigh,NC 27608
4c.Telephone no. 704-651-4867 4d.Email address thomas.madre@robcofenceanddeck.c
om
5.Project and Site Information
5a.Name of project Miller Porch and Deck 5b.County Wake
5c.Nearest Named StreamCAM 5d.River Basin
6.Has anyone from DWR visited the site? Y/N I I Staff Name I Date of Visit?
Attach a map of the site indicating project boundaries on the CSGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NW7699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at (919) 7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

18-147 : 111 Council Gap Court
f
COUN ( IL G
z
� P •
Legend:
y Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary
y - :: Locations are approximate and are provided for reference only

18-147 : 111 Council Gap Court
Cry; �f
Cr 2
y. WVE
n , ' =
Cnc
WSE
CrC2 f. ',
Cr t 4P
N
co ill
y U`
_ 4
i
Legend:
= -I _, Map provided by NCDEQ Division of Water Resources
Approximate Site Boundary:
� Locations are approximate and are provided for reference only
Sheet#46 I

ROY COOPER
Governor
t,a
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water Resources Interim Director
ENVIRONMENTAL QUALITY p
Date Received: 5/16/18 DWR Use Only: Project# a '�
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Carlos J.Sibel
1b.Responsible Parry(for LLC)
lc.Mailing Address 106 McWaine Lane,Cary,NC 27513
Id.Telephone Number 919-597-1516
le.Email Address [e-mail]
2.Address of Property: 106 McWaine Lane
3.Project Description(attach plan if available): N%Wr) q r add,-Ei,,
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company
4b.Mailing Address
4c.Telephone Number
4d.Email Address
5.Project and Site Information
5a.Name of Project 106 McWaine Lane 5b.County Wake
5c.Nearest Named Stream UT to Black Creek 5d.River Basin Neuse
6.Has anyone from DWR visited the site? I Y/N Staff Name I Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.neal(a)nedenr.goV
Please contact the Raleigh Regional Office at [phone] if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section litto::Iwrtal.nedcnr.omtwcb/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett(hive,Raleigh,NC 27609 Fax:[phone]

18- 148 : 106 McWaine Lane
\9-R
HARRnON �,o
DR
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_� .. _ vii. �Rqv� HyiT owµ✓• � ��
460
F
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,a ROSPDOW R_ NF;h•��EI. ,
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Q ASNI_Y DR9't'V - �W ytA .--4RROn LN
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pp _ .A�._ _ uRANN!ff DR�
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Q :° Ian i yLeaflet
e.AAlt'o Map provided by NCDEQ
Legend: s � Division of Water Resources
Locations are approximate
-Approximate Site boundary: ED - and are provided for
reference only::

18- 148 : 106 McWaine Lane
P4 83
CgC AgC
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SP r r t
CeD
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CeF
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G962 Ag6? ram.
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Legend: Division of Water Resources
� ,
-Approximate Site boundary: Locations are approximate
y and are provided for
P „re reference only::

ROY COOPER
Governor
M[CHAEL S. REGAN
Secretary
LINDA CULPEPPER
li
WnrerResources /nrerirnDirecror
ENVIRONMENTAL QUALITY
Date Received: D%%R Use Only:Project# ' S
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Wayne and Mary Taylor
lb.Responsible Party(for LLC)
Ic.Mailing Address 215 Hillcrest Road Raleigh,NC 27605
Id.Telephone Number
le.Email Address
2.Address of Property: 1716 Towee Trail
3.Project Description(attach plan if available):
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company William Durham
4b.Mailing Address
4c.Telephone Number 919-272-3841
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project 1716 Towee Trail 5b.County Wake
Sc.Nearest Named Stream Walnut Creek 5d.River Basin
6. Has anyone from DWR visited the site? Y/N Staff Name Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.ilea 1iu;ncdenr.gov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section htm:/.fnortal.nedencorm,weh/wa/aos
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

• Towee
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. � I i�
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Legend:
-Approximate Site boundary: Division of Water Resources
Mreference only:: I

• Towee
,4
; ,
jr
241
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1
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61�. Locations are approximate
;-Approximate Siteboundary: _
"" N

North Carolina Division of Water Quality
OF WAT
9YC
Neuse & Tar-Pamlico Riparianw�
3 Buffer Rule Changes 2012 WDENR
Revised December 2012
Session Law 2012-200 became effective on Aug. 1, 2012. This law GLOSSARY OF TERMS
changed the application of the Neuse Riparian Buffer Rules (15A
NCAC 02B .0233) and Tar-Pamlico Riparian Buffer Rules (15A Riparian Buffer Area of
NCAC 02B .0259). vegetated land next to a body
of water.
The new law and related rule changes apply only to the construction
of single-family residences on existing lots located in the counties Coastal Marsh Same as
shown on the map below. coastal wetlands shown in
` diagram on page two.
Diffuse Flow Overland flow of
water that is spread out over
,�- the landscape, not concen-
trated into a defined channel.
r� uwvAwcQ. Existing Lot A lot of two acres
in size or less that was platted
and recorded in the appropriate
county Register of Deeds prior
to Aug. 1, 2000.
r Impervious Surface Land
cover that prevents infiltration
of water into the ground (e.g.,
=Neuse roof top, concrete).
I/ � =TAR-PAMUCO
For the session law's buffer otherwise be prevented by the mal water level or normal high
rule changes to apply, all of Neuse or Tar-Pamlico Buffer -water level (whichever is ap-
the following requirements Rules. plicable). It must be designed
must be met: to minimize encroachment
If all of the previously listed into the protected riparian
• The property must be in the requirements are met, what buffer.
Neuse or Tar-Pamlico river does that mean for my
basin; property? • The single-family residence
must be a minimum of 30 feet
• The property must meet the The protected riparian buffer landward of the top of the
definition of an existing lot; has not changed with this law. bank, the normal water level
However, a single-family home or normal high-water level
• The development must be for may potentially be built adjacent (whichever is applicable).
the construction of a single- to a waterway or marsh if the
family residence and its nec- following requirements are met: Stormwater generated by
essary infrastructure; new impervious surface must
• The single-family residence be treated and diffuse flow
• And, construction of the single must be set back the maxi- maintained through the pro-
-family residence and its nec- mum feasible distance from tected riparian buffer.
essary infrastructure would the top of the bank, the nor-
continued on reverse side f

Neusefrar-Pamlico Buffer Rule Changes Revised December 2012
• No part of a septic tank or
drainfield may encroach into EHf HufferrZonesron
the protected riparian buffer. ^G L . CAMA Wetlands..
How do I obtain approval to
apply the provisions of the N} ,
session law to my property? 7;
If you meet all of the
requirements outlined in this •t x `r
document and wish to apply No mamiyn
the session law provisions to waterlevet
your property, please contact q�► f
the N.C. Division of Water
Quality regional office nearest Y" F
your property's location. �''� �. '-�'f *,���, 't '' , 4 X '�'`�1,'• ^, L.�.. [rt
Division staff will verify that all
requirements of the law have b
been met and will evaluate • '�. ' ' ' ;?i
whether the No Practical '� '•` - '
Alternatives requirement of the In the Neuse and Tar-Pamlico river basins, there is a 50-foot
Neuse and Tar-Pamlico Buffer protected riparian buffer that is divided into two zones. The 30
Rules has been met. feet closest to the water or coastal marsh (Zone 1) must remain
A Buffer Authorization or undisturbed; the outer 20 feet(Zone 2) may be managed vegetation.
Variance may be required for
impacts to the protected it Buffer2oneson
riparian buffer.
Streams and Ponds
Who should I contact at the
Division of Water Quality? as
Raleigh Regional Office
danny.smithCcDncdenr.gov
919-791-4252
Washington Regional Office 't "
Top of bang or
s(amv.adamoncdenr.gov normal water le
vel
252-948-3917
Wilmington Regional Office
ioanne.steenhuis(o)ncdenr.gov
910-796-7306
Central Office
karen.higgins(oDncdenr.gov • • '
919-807-6360
Additional information can be found at these websites:
0Arf DWQ Regional Offices Map www,ncwaterguality.org
C, Coastal Stormwater Permitting http://oortal.ncdenr.org/web/wq/ws/su/statesw#tab-2
r=— DWQ Buffer Rules Information http://i)ortal.ncdenr.org/web/wq/swp/ws/401/riparianbuffers
I

ROY COOPER
`� Gn�ernor
MICHAEL S. REGAN
Secretary
Water Resources !/ —� S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY
Dimwr
Date Received S DWR Use Only:Project#�—
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed RABBIT RUN LLC
III.Responsible Party(for LLC) Robert M.Logan,Jr.
1 c.Mailing Address 4705 Woodsmith Ct.,Raleigh,NC 27609
Id.Telephone Number Email consultant. I le.Email Address Email consultant.
Address of Property:7102 Rabbit Run,Wake Forest,Wake County,NC
Project Description(attach plan if available): Potential future residential subdivision.
Consultant/Agent Information
4.AgentlConsultant Information
4a.Name,Company Bob Zatzecki,Soil&Environmental Consultants,PA
4b.Mailing address 8412 Falls of Neuse Road,Suite 104,Raleigh,NC 27587
4c.Telephone no. 919-846-5900 4d.Email address bzarzecki(�ilsandec.com
5.Project and Site Information
5a.Name of project 7102 Rabbit Run 5b.County Wake
5c.Nearest Named Stream Horse Creek,27-17-(0.7),WS-IV;NSW 5d.River Basin Neuse 03020201
6.Has anyone from DWR visited the site? I Y/N I No I Staff Name I n/a I Date of Visit9 n;a
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.nedenr.org/web/wgtaps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

_ j

Utz
r
Mtn A
Feature "A"
Y J�-
MOC2 ` •4 Ce
i COaC2 0�/ + �` � ADC
Cn
f
`+ CeC2
Project Number: Map Title: N
13533.W1 0 500 �,000
Project Manager: Figure 2 - Soil Survey Map I I i i
BZ Rabbit Run Site Feet
Scale: Wake County, INC
1" = 500'
Soil & Environmental Consultants, P
Date: Source: Wake County
_..W ,,....,.. ..:,.,,. ........—......... .,.
5/15/18 Soil Survey Sheet 10

Manuel, Vanessa
From: Manuel, Vanessa
Sent: Thursday, May 31, 2018 3:40 PM
To: 'Bob Zarzecki'
Subject: Buffer Determination Request - Project#18-152 (7102 Rabbit Run)
Categories: Buffer/Stream Determination
Hi Bob—
Below is a link to the buffer determination letter for the 7102 Rabbit Run (#18-152) project. The letter will be mailed to
Robert M. Logan,Jr.with Rabbit Run LLC today.
To access the letter,you will need to click on the link. To print the document,you will need to click the Print(as PDF)
icon to download & print.
If you have questions, please feel free to contact me. It was great working with you again.
Project# 18-152: https://edocs deg.nc.gov/WaterResources/0/doc/677433/Pagel.aspx
Vanessa E. Manuel
Environmental Program Consultant
Division of Water Resources—Raleigh Regional Office
Department of Environmental Quality
919791-4255 office
vanessa.manuel [e-mail]
Physical: 3800 Barrett Drive, Raleigh, NC 27609
Mailing: 1628 Mail Service Center, Raleigh, NC 27699-1628
!'"Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1
1

/
�',� 'ry 'W \.\ \\ lt„y' zy\ / fY-R i ye• .t,� _; /l +� l' • \\\ '.
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AV 'ri

ii / ROY COOPER
Ld/, ✓ Z Governor
11C
MICHAEL S. REGAN
Secretary LINDA CULPEPPER
Water Resources 7� Interim Director
ENVIRONMENTAL QUALITY
Date Received:5/21/18 DWR Use Only:Project# I8-153
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed The Barnhill Company
lb.Responsible Party(for LLC)
le.Mailing Address PO BOX 7948,800 Tiffany BLVD Suite 200 Rocky Mount,NC 27804
Id.Telephone Number
le.Email Address
2.Address of Property:202 Lost Tree Lane,Cary,N C
3.Project Description(attach plan if available):
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company JR Thompson
4b.Mailing Address
4c.Telephone Number 919-422-5621
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project 202 Lost Tree Lane 5b.County Wake
5c.Nearest Named Stream 5d.River Basin Neuse
6.Has anyone from DWR visited the site? Y/N Staff Name Date of visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map.*
P_L. F:
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.neal u!nedenngov
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section littD://Dortal.nedcncoreiweb%wQ/aos
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

202 Lost Tree Lane
Wake County, NC-DWR Project # 18-153
W9C2 - V 1
y y ..
4 r Feature A
WSB
r
POW
CrC2 W.
rB2
NRCS Soil Survey Sheet 56
Wake CO., NC 1970 ::Locations are approximate
Legend: t - and are provided for refer-
ence only:: �n
-project boundary QY W

202 Lost Tree Lane
Wake County, NC-DWR Project # 18-153
j SARABANL
J ARV
Z .o
Q
Q
CC
O
iURCH R {
1 t
USGS Topographical Map
UU
Cary Quadrangle 2016 Locations are approximate
Legend: and are provided for refer-
enceonly::-Project boundary Q Il�^'iVl

ROY COOPER
+ G G
f MICHAEL S. REGANAN
/ Secretary
LINDA CULPEPPER
Water QUALITY
/me im Director
LNTAL QUALITY
Date Received: 5123/18 DWR Use Only:Project# 18-155
Buffer Determination Request Form
1.Owner Information
Ia.Name(s)on Recorded Deed Cook
Ib.Responsible Party(for LLC)
lc.Mailing Address 3008
Id.Telephone Number
le.Email Address ,\
2.Address of Property:3006 Beech Grove Drive
3.Project Description(attach plan if available): -l�
4.Consultant/Agent Information
4a.Name,Company Chris Hams(prospective buyer)
4b.Mailing Address
4c.Telephone Number M 97-6823
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project 06 Beech Grove DJ:' Sb.County Durham
5c.Nearest Named Stream Eno River Sd.River Basin Neuse
6.Has anyone from DRR%isited the site? I Y/N Staff Name I Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic flap and/or MRCS Soil Suney Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.neal a�tcdcnngov
Please contact the Raleigh Regional Office at(919) 7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section h�71/ rtal.nedenr.orgiweb/wa!aos1/ rtal.nedenr.orvweb/wa!aos
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

3006 Beech Grove Drive
Durham County, NC-DWR Project # 18-155
• f Feature A
G®C GI E '
TaE HrB
IrC Gt
r
A.
M
NRCS Soil Survey Sheet 16
�
d 4ATto
Durham Co NC 1976 qTY �-V,
Locations are approximate
Legend: ' f. S and are provided for refer-
ence only
-project boundary I`jA`rJl

3006 Beech Grove Drive
Durham County, NC-DWR Project # 18-155
I
n M
� � C
m
Op �
0 'BRACADA DR
r
USGS Topographical Map sr�
Northwest Durham Quadrangle 2016 Tyafi�� V
Locations are approximate
Legend:
�_ S' and are provided for refer-
ence oniy:: r\n
-Project boundary

ROY COOPER
Govemor
MICHAEL S. REGAN
Water Resources S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY
p � r
Date Received S"��' �� DWR Use Only:Project# p
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Bethpage Acquisition Partners II,LLC
lb.Responsible Party(for LLC) Rob Griffin,Tri Properties,Inc.
Ic.Mailing Address 4309 Emperor Blvd.,Ste 110,Durham,NC 27703
1d.Telephone Number 919-281-2318 le.Email Address [e-mail]
Address of Property: 5203 Chin Page Road,Durham,NC
Project Description(attach plan if available): A determination was completed on this project as indicated below,but it has expired. The
site is zoned industrial. A preliminary plan has not yet been developed.
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Kelly Roth,McAdams Company
4b.Mailing address 2905 Meridian Parkway,Durham,NC 27713
4c.Telephone no. 919-361-5000 x210 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Chin Page Road Site 5b.County Durham
5c.Nearest Named Stream Stirrup Iron Creek 5d.River Basin Neuse
6.Has anyone from DWR visited the site? Y/NI obb Date of Visit? I NBRRO#07-073
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
At
Please return form Andy Neal /� ✓(mil
to: 1628 Mail Service Center r' "
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdem.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

° 1
.Wtoi
frill IF -_w
QUAD, . NORTH
TOPOGRAPHIC
CHIN PAGE INDUSTRIAL its
DURHAM, DURHAM COUNTY, NC
McADAMS
. . ,

� 1
C + 'Gu1 1 1 I
111 F t
W.
i waC
Gu - 'WsE
1.. . Ws& _
/ T c.e c e
A - � '' wsc
wac
wsG
cn 1I
MR)
MIS G'C W'C -WE _
Mee
/ MfC MIC.
wsE WsE —T
A L
--NSR!
Wss
E Pr P
R.
MMlp� r
Gu Am M C ✓
WSE
C,R 'J "
.ore � •� "`�e�
� Pfc � 1.
MfB NCB -..�
NOTES:
1.USGS;SOIL SURVEY SHEET 36,DURHAM COUNTY.NC
2.LAT:35.897790,LONG:—78.834516 -
" " FIGURE 2. NRCS SOIL SURVEY Feet
J CHIN PAGE INDUSTRIAL 1 IONch: .320 feet
DURHAM, DURHAM COUNTY, NC VERSION: 2
DATE: 5/1/2018
MCADAMS JOB NO: SPEC-18010
DRAWN BY: roth
:\Pm*ts P 2018 PE 1 010 torm\Wellands\GI t.SPEC18010 FIGURE 2 SOIL SURVEY v2.mxd,5/12018 8:35:24 AM,m

I r
PROJECTAREA
Pond A '7
(isolated)
DWR-confirmed start Marginal channel
Stream A(519/2007)
Start Stream A
(415/2018) )
t �
`w DWR confirmed start
am D(5/9/2007) 4
a'✓lrt, d
yL 1j 1s` v
/ i
! K. Start
Stream D
All
(415/2018)
e Pa
LEGEND
• DNR-confirmed stream start points(2007) Approximate Neuse Buffers
—Intermittent stream Existing Pond(isolated)
--- Marginal channel 0 Project area t :
2-fit contours NC tbfitter for(311123h,c lnforaat.'- & nalysis
NOTES:
1)Field work completed 4/5/2018 3)Jurisdictional features have not been field surveyed by geomatiu.
2)Junstlxtional limns haw not been confirmed by USACE. 4)Size and dimensional limits of all streams and wetlands are approximate.
0 300
FIGURE 3. EXISTING CONDITIONS Feet
CHIN PAGE INDUSTRIAL 1 inch=300 feet
DURHAM, DURHAM COUNTY, NC VERSION: 4
DATE: 5/1/2018
W A DA M S JOB NO: SPEC-18010
DRAWN BY: roth
rejects\ 2018\ PE -18010 torn ands\ E 18010 F U E 3 EX G _v4.mxd,5/l/2018 9:17:17 AM.Toth

5203 Chin Page Road, Durham
Buffer Determination #18-165
50
Pond4'
J lam'
Ale?
- N
Map provided by NCDEQ Division of
Legend: Water Resources
Approximate Site Boundary :: Locations are approximate and are pro-
vided for reference only ::

5203 Chin Page Road, Durham
Buffer Determination #18-165
Ws�
u
PtE
✓. �' :°�. . c1
F tF
Cr
a
Feature C: Featu ri.
N C
��rE4
Map provided by NCDEQ Division of
Legend: Water Resources
Approximate Site Boundary :: Locations are approximate and are pro-
vided for reference only ::

ROY COOPER
douses
MICHAEL S.REGAN
�r
LINDA CULPEPPER
Water Resources twdwtNnrw
ENVIRONMENTAL QUALITY
January 3,2018
- Duke Energy Progress .
410 S.Wilmington St,NCRH2
Raleigh,NC 27601
Subject: Buffer Determination Letter
RRO#17-446
Durham County
Determination Type:
Buffer Intern fttdonf/Perennial
®Neuse(15A NCAC 2B.0233)
❑Tar-Pamlico(15A NCAC 213.0259) Elti Intermittent/Perennial Determinaon(where local buffer
ordinances apply)
❑Jordan(15A NCAC 2B.0267)
(govemmental and/or Intedurisdictional
projects)
Project Name: Chin Page Road Retail
Address/I.ocation: Chin Page Road adiacent to existing transmission line
Stream(s): Stirrup Iron Creek .
Determination Date: January 2,2018 Staff: Gary Kreiser
Stream FJI/P* Not i, Subject Start@ stop@ Soil USGS
Subject Survey To o
A X X
B X X
*F✓IP=EphemeraUlntertnittentIPerenntal
Explanation: The stream(s)listed above has been located on the most recent published NRCS Soil Survey of
Durham County,North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale.
Each stream that is checked"Not Subject'has been determined to not be at least intermittent or is not present.
Streams that are checked"Subject'have been Iodated on the property and possess characteristics that qualify'it to be
at least an intermittent stream. There may be other streams located:on the property that do not show up on the maps
referenced above but may be considered jurisdictional according to the US Army Corps of Engineers.
This on-site determination shall expire five(5)years from the date of this letter. Landowners or affected
parties that dispute a determination made by theIDWR may request a determination by the Director. An
appeal request most be made within sixty(60)days of date of tdis letter. A request for a determination by the
Director shall be referred to the Director in writing. If sending.via US Postal Service. c/o Karen Higgins;
Division of.Water Resources,Raleigh Regional Office,Water Quality Operations Section btlp://portal.ncdear.org/weblwq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 1 Phone:[phone]
Locatiow. 3800 Barrett Drive,Raleigh,NC 27609: Fax:[phone]

Chin Page Road Retail
Durham County
January 3.2018
Page 2 of 2
DWR—401& Buffer Permitting Unit; 1617 Mail Service Center;Raleigh,.NC 17699-1617. If sending via
delivery service(UPS,FedEx,etc.):Karen Higgins;DWR—401& Buffer Permitting Unit:512 N.Salisbury
Street;Raleigh,NC 17604.
This determination is final and binding unless,as detailed above,unless an appeal is requested within sixty
(60)days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of Engineers(Raleigh Regulatory Field Office)at(919)-554-4884.
P
questions regard' 's d emuna' .please feel free to contact Gary Kreiser at(919)791-4241.
hth
Supervisor. ater Quality Regional Operations Center
cc: Kevin Mutphrey.Environmental Services, Inc.(electronic copy)kntunihrr�ace,inacc
RRO DWR File Copy

17-446 Chin Page Road Retail
� x
0
r
! B:Not Depicted,
`.. � Not Subject
r
a
1 �
d�.54vto Map provided by NCDEQ
Legend: Division of Water Resources
Locations are approximate
-Approximate Site boundary: and are provided for ref-
erence only::

17-446 Chin Page Road Retail
all ♦ } w�..t!•' + Mile ,• �s '•,llqu. ,�.
t+
N
., B:Not Subject
MfE
Mf
TfE
/ r
. 1
j A:Not Subject
.Y
.47111.W4 .
0511 Map provided by NCDEQ
is
Legend: j Division of Water Resources
.Y ,
Approximate Site boundary: ::Locations are approximate
;
and are provided for ref-
erence only::

�-
,
PROJECT AREA
• r-Kl
Pond A
(Isolated) r
DWR-confirmed start Marginal channel
Stream A(519/2007)
Start Stream A
(4l5/2018)
i
DWR-confirmed start
Stream D(5l9/2007)
Start
Stream D
(4/5/2018) Chin Page Rd.
LEGEND
DWR-confirmed stream start points(2007) Approximate Neuse Buffers
—Intermittent stream r7 Existing Pond (isolated)
--- Marginal channel Q Project area
2-ft contours „>
NC Center for Geogra Amal`sl
NOTES:
1)Field work mmpleted 4/5/2018 3)Jurisdictional features have not been field surveyed by geomatics.
2)Jurisdictional limits have not been confirmed by USACE. 4)Size and dimensional limits of all streams and wetlands are approximate.
0 150 300
FIGURE 3. EXISTING CONDITIONS Feet
CHIN PAGE INDUSTRIAL l inch=300 feet
DURHAM, DURHAM COUNTY, NC VERSION: 4
DATE: 511/2018
JOB NO: SP�APEC-18010
DRAWN BV: roth
rolects - tonn et an s v mx ,ro

i G ROY COOPER
GmBrnnr
l.a
MICHAEL S. REGAN
Water Resources ENVIRONMENTAL QUALITY JAY ZIMMERMAN
Direnor
(/ r-7T
Date Received �� 0 DWRUseOnly:Project# ( '-
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Edd.K.Roberts c/o Franklin Village,LLC(contract purchaser)
lb.Responsible Party(for LLC) Andy Ammons
lc.Mailing Address PO Box 97487,Raleigh,NC 27624
Id.Telephone Number 919-845-6415 1 le.Email Address I andvt7.ammonsDG.com
Address of Property: 1320 Wendell Falls Parkway, Wendell,Wake County,NC
Project Description(attach plan if available):potential subdivision
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Bob Zarzecki,Soil&Ermironmental Consultants, PA (S&EC)
4b.Mailing address 8412 Falls ofNeuse Road,Suite 104,Raleigh, NC 27615
4c.Telephone no. 919-846-5900 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Falls Parkway 5b.County Wake
5c.Nearest Named StreamLgE
(Lake Myra),27-38,C;NSW 5d.River Basin Neuse 03020201
6.Has anyone from DWR visiteNo IStaff Name n/a Date of Visit? I n a
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return
etu n form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdem•.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

G'1 '
r
m
a
0
r-
Miss
~-C
A
d
N RD
Project Number: Map Title: N
13554.W1 0 500 1,000
Project Manager: Figure 1 - USGS Map I I i i i I
BZ 1320 Wendell Falls Parkway Feet
LDate:
Wake County, INC
„ 500, Source: NC USGS Soil&Environmental Consultants, l'22/2018 2016 Knightdale Quad

n Ft v
AID
RpB7 An
Feature "13" APC
Stream does not exist.
0
DUB �r
-•AO.
Feature "A" *�
Stream does not exist.
• DuB ,.Ape
DuB
APB
• LAC s.
Ap82
Project Number: 13554.W1 Map Title:Figure 2 - Soil Survey Map N
I 500 1,000
Project Manager: i i i i i i I
BZ 1320 Wendell Falls Parkway Feet
Scale: 1 500' Wake County, NC
" =
Date: Source: Wake County
Soil A Environmental Consultants, P
i
5/22/2018 Soil Survey Sheet62 W..,. ..,.. . ,.., -,..,.._..,,. ..,„.w

Approximate Location of Feature B' on Soil Survey
Stream does not exist. ` ' b � � R� • ,I ---------
as
111 t�� yy
at
�N\4 *L
-
t 4 d f 4r, I
/ Approximate Location of Feature"A"on Soil Survey.
Stream does not exist. ,
If
Pmpct No.
tass..w, Sketch Map
PartialMar. WI: 1320 Wendell Falls Parkway �
M S Wake Coounty,NC Soil & Environmental Consultants, PA
B.W 0 200 400 800 NOTE Parcel boundary shown is based on a geomfemnced image Imam wcr�.r�...wd.ruu.W.rvcmu•w."rvrn w.wa•,..mi•n w.ov.r
V-xov Me Wake Co.GIS mapping warane.signed based on NCDOT roads GIS •y.m
layer.A such, all calculated areas shown herein are approximate and
aavaots ���=2W subject to change based on new or better information.

Wendell Falls Parkway
Wake County, NC-DWR Project # 18-157
� i
- - I
i
N RD
00,
LAT/GO LN
USGS Topographical Map
d Ado
Knightdale Quadrangle 2016 TYi rA�
Locations are approximate
and are provided for refer-
Legend: `' ence only:: (�n
-Project boundary Q � �, ILLLIIItVVVIII

Wendell Falls Parkway
Wake County, NC-DWR Project # 18-157
i
Feature B: Not Subject
ApB-2
V
DuB i
Feature A: Not Subject
uB2
DuB y
DuB
r
Cn 2 oC
ApB2
AoR
NRCS Soil SurveySheet 62
M SrAi[y
Wake Co.,NC 1970Rr.A
Locations are approximate
Legend: _ and are provided for refer-
_ ence only
-project boundary Q W

ROY COOPER
Governor
K�rf
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Water Resources Mm im Director
ENVIRONMENTAL QUALITY
Date Received: 5/24/18 DWR Use Only:Project# 18-158
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Rahul&Dharma Kachalia
ib.Responsible Party(for LLC)
Ic.Mailing Address 104 William Henry Way,Cary,NC 27519
ld.Telephone Number 919-389-0715
le.Email Address [e-mail]
2.Address of Property: 104 William Henry Way,Cary
3.Project Description(attach plan if available):Mr.Kachalia wants to build a fence
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company
4b.Mailing Address
4c.Telephone Number
4d.Email Address
5.Project and Site Information
5a.Name of Project 104 William Henry Way 5b.County Wake
5c.Nearest Named Stream UT An Crab 5d.River Basin Neuse
6.Has anyone fi om D%%R visited the site'? I Y/N I Staff Name Date of Visit:
*Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.neal(�ncdenngov
Please contact the Raleigh Regional Office at(919) 7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section http:!ipcnta Lncdenr.ora�web!wq!aos
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

i
Goss, Stephanie
From: Rahul Kachalia <[e-mail]>
Sent: Thursday, June 21, 2018 3:24 PM
To: Goss, Stephanie
Cc: Srini; NAGARAJU VIPPARLA; Ravi K
Subject: [External] Riparian Buffer Clearance.
CAUTION: External email. D. not click links or open attachments unless verified.Send all suspicious email as an attachment to
Hello Stephanie,
I hope you had good relaxing time off this season!
We truly appreciate for your help to the condition of riparian buffer in our backyard. We are glad to know the buffer
does not fall in highly restricted category in which we are allowed to install fence in that zone to solve key challenges
that we all homeowners are currently facing.As a follow up from our meeting I m providing following homeowner's
name and addresses so that it can be updated on your system.
Appreciate if we can get supporting documents permitting us to work with our HOA team:
Homeowner-1
Name : Ravi Kandukuri
Address : 619, April Bloom Lane, Cary, NC 27519
Homeowner-2
Name : Rahul Kachalia
Address : 104,William Henry Way, Cary, NC 27519
Homeowner-3
Name : Srinivas Vudutha
Address : 106,William Henry Way, Cary, NC 27519
Homeowher-4
Name : Nagaraju Vipparla
Address : 108, William Henry Way, Cary, NC 27519
Thanks again, please let us know if you have any further qn...
Regards,
Rahul Kachalia.
919-389-0715
1

18- 158 : 104 William Henry Way
or_ '
1 4I 31 O _ _ ROZELLE
VALLfY LN
V
BRAEBR I �'ON
VALLEYADR U3�Z VI2
TTAPR'L BLOOM N - 2
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Stream A not
depicted on map
GRACEDe " ( \
�Awn-
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�l
1 55
ll - 0 PC
d 4Alto Map provided by NCDEQ
Legend: a Division of Water Resources
-Approximate Site boundary: : Locations are approximate
4 and are provided for
M.a reference only::

18-158 - 104 William Henry Way
CrB2 w3a
MfB2 CrE
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Map provided by NCDEQ
Legend: r^� Division of Water Resources
-Approximate Site boundary: o S locations are approximate
and are provided for
,,,{ reference only::

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11
late: �� Project/Site::
Wm Latitude:
< ' �, County: Ll Longitude:
Evaluator: J
total Points: S Determination(circle one) Other
,,tream is at least intermittent I S hemoral I termittent Perennial e.g. Quad Name:
ra 19 or perennial if 2 30' 1
V Geomorphology Subtotal= Absent Weak Moderate Strong
la'Continuity of channel bed and bank 0 1 2 3
L Sinuosity of channel along thalweg 0 1 2 3
3. In-channel structure:ex.riffle-pool,step-pool, 0 2 3
ripple-pool se uence 2 3
3. Particle size of stream substrate 2 3
3.Active/relict floodplain 2 3
3. Depositional bars or benches 0
0 2 3
r. Recent alluvial deposits 2 3
3. Headcuts 0 1
0 0 1 1.5
3. Grade control
10. Natural valley 0 0. 1 1 5
11. Second or greater order channel o=0 Yes=3
artificial ditches are not rated;see discuswehs in manual
B. H drolo Subtotal
12. Presence of Baseflow 3iumo
13. iron oxidizing bacteria 14. Leaf litter 15. Sediment on plants or debris 16. Organic debris lines or piles 17. Soil-basedevidenceofhighwaetae
C. Biology Subtotal = 1 1 0
18. Fibrous roots in streambed 3 2
19. Rooted upland plants in streambed 2 1 0
2 3
20. Macrobenthos(note diversity and abundance) 0 1
21. Aquatic Mollusks 0 1 2 3
22. Fish 0.5 1 1.5
23. Crayfish 0.5 1 1 5
24.Amphibians 0.5 1 1.5
25.%Algae 0 5 1
Wetland plants in streambed FACW= 0.75; OBL= 1.5 Other=0
26.
'petennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:
41

NC Division of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4A1
NC DWQ Stream Identification Form Version 4.11
)ate: Project/Site: Latitude:
?valuator: County: Longitude:
rotal Points: Stream Determination(circle one) Other
stream is at leas[Intermident Ephemeral Intermittent Perennial e.g.Quad Name:
f a 19 or perennial if t 30'
k. Geomorphology Subtotal= Absent Weak Moderate Strong
I' Continuity of channel bed and bank 0 1 2 3
L Sinuosity of channel along thalweg 0 1 2 3
3. In-channel structure:ex. riffle-pool, step-pool, 0 1 2 3
ripple-pool sequence
t. Particle size of stream substrate 0 1 2 3
3.Active/relict floodplaln 0 1 2 3
3. Depositional bars or benches 0 1 2 3
r. Recent alluvial deposits 0 1 2 3
3. Headcuts 0 1 2 3
3. Grade control 0 0.5 1 1.5
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 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14. Leaf litter 1.5 1 0.5 0
15. Sediment on plants or debris 0 0.5 1 1.5
16. Organic debris lines or piles 0 0.5 1 1.5
17. Soil-based evidence of high water table? No=0 Yee=3
C. Biology Subtotal=
18. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streambed 3 2 1 0
20. Macrobenthos(note diversity and abundance) 0 1 2 3
21.Aquatic Mollusks 0 1 2 3
22. Fish 0 0.5 1 1.5
23. Crayfish 0 0.5 1 1.5
24.Amphibians 0 . 0.5 1 1.5
I25.oJgae 0
28.1Nefland plants in streambed FACW=0.75: OBL=1.5 Other=0
Vejennial streams may also be identified using other methods.See p.35 of manual.
Notts:
Sketch:
41

ROY COOPER
Gowmw
clG�� MICHAEL S. REGAN
Secretary
� LINDA CULPEPPER
Water Resources n Interim Dimdor
ENVIRONMENTAL QUALITY
Date Received: 5/24/18 DWR Use Only:Project#_18-159
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Robert&Yvonne King MCA ✓Vl
lb.Responsible Party(for LLC)
1 c.Mailing Address 5001
Id.Telephone Number
le.Email Address
2.Address of Property: 104 Trailing Oak Cary,NC
3.Project Description(attach plan if available):Needs buffer call in order to determine applicability of buffers for sunroom project.
Consultant/Agent Information
4.Consultant/Agent Information
4a.Name,Company Gary Weicker
4b.Mailing Address
4c.Telephone Number 919-244-8300
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project 104 Trailing Oak 5b.County Wake
5c.Nearest Named Stream Hoffman Lake 5d.River Basin Neuse
6.Has anyone from DWR visited the site? Y;N Staff Name Date of Visit:
*Attacb a map of the site indicating project boundaries on the USGS 1:24,000 'topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal
1628 Mail Service Center
Raleigh,NC 27699-1628
Email: andy.nealw=denngov
Please contact the Raleigh Regional Office at(919)7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section http'//nortnl.nedenr.or¢Iweb.'wdaos
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive, Raleigh,NC 27609 Fax:[phone]

104 Trailing Oak
Wake County, NC-DWR Project # 18-159
e 0% i
do I ¢
� S Cry
r
}. Hr D2 lj C
WtB Ge •
=� H rH2
HrB2
eG, ,
CrH.?
r 1
NRCS Soil Survey Sheet 56
.SrAT[
Wake Co., INC 1970
Locations are approximate
Legend: . S and are provided for refer-
ence only:: �n
-project boundary Qi W

104 Trailing Oak
Wake County, NC-DWR Project # 18-159
1
'Nake
tilgRI
LYN
Aso
U565 Topographical Map
�a STArto
Cary Quadrangle 2016
locations are approximate
Legend: �i and are provided for refer-
" 88kk
ence only Rn
:: ILJAI`JI
-Project boundary

v
ROY COWER
Govemor
MICHAEL S. REGAN
�j� 7 Secremry S�ti�
I
Waoe Q rr rRessourrces / S. ]AY ZIMMERMAN N
Dlrecror
Date Receiveq:S �( DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed WKI INVESTORS LLC/G&G Properties
lb.Responsible Party(for LLC)
Ic.Mailing Address 10 Constance Way, Durham NC 27713/3700 Laurel Hills Road. Raleigh NC 27612
Id.Telephone Number I le.Email Address
Address of Property:351 Green Oaks Parkway/401 Green Oaks Parkway, Holly Springs NC
Project Description(attach plan if available):
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company David Gainey,Sage Ecological Services
4b.Mailing address 3707 Swift Drive Raleigh NC 27606
4c.Telephone no. 919-771-9136 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Ferguson Site 5b.Co#Basin
ake
Sc.Nearest Named Stream Utley Creek Sd.Rivape Fear
6.Has anyone from DWR visited the site? Y/N Staff Name of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section httpl/portal.nedem.org/web✓wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

A
Legend
Q Project Boundary
Map Location
ORANGE DURHAM
FRANK USGS Topographic Map Figure 1
Ferguson Enterprises Property
WAKE Sage Project#2018.10
CHATHAM Apex Quadrangle
Sage Ecological Services, Inc.
HARNETT
JOHNSTON February 17, 2018 Office: 919-335-6757
SEE 0 800 1600 ft Cell: 919-559-1537
OGRE mmmmmmr7::� 1 is ......J

�yC'
M
f/ m�az
B a
A f>il�Dz
FA
Legend
0 Project Boundary
Map Location
ORANGE DURHAM
FRANK NRCS Soils Map Figure 2
Ferguson Enterprises Property
WAKE Sage Project#2018.10
CHAT AM
USDA Soil Survey
Wake County sheet 82&83 Sage Ecological Services, Inc.
LEE
JOHNSTON February 17, 2018 office: 919-335-6757
Cell: 919-559-1537
OGRE HARNETr 0 600 1200ft

AW.
.
1 'tmlnc� T
�/ •141ft�
Legend
Intermittent Stream
Perennial Stream
Wetland Sketch Map
Ferguson Enterprises Property
CWH� Sage Project#2018.10 Dmwn by:David Gainey
March 14,
2
t
k � 'sP f l'9✓— - _ �`��� 1 r ' t ti
t
4-
�• ,18 SAGE
300 ft Office:'

Jurisdictional Determination Request L?��
A. PARCEL INFORMATION
Street Address: 7104 Cleveland school Rd (J
City, State: Garner.NC
County: wake
Directions: SR 50 south to Cleveland Road East to Walkkrg Horne Trail North
Parcel Index Number(s) (PIN): 1627292845
15272W190
B. REQUESTOR INFORMATION
Name: Mark Vosberg.dba EoMek
Mailing Address: 333 E.park street
Telephone Number: e19-e94-5aso
Electronic Mail Address l: [e-mail]
Select one:
❑ I am the current property owner.
© I am an Authorized Agent or Environmental Consultant2
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: Fields Carlisle
Mailing Address: 813 Triton Court
WBmington,NC 28408
Telephone Number: 919a14-8353
Electronic Mail Address 3: [e-mail]
©Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Paroel/Tax Record data)
loarO
1 If available L C v L
z Must attach completed Agent Authorization Form
3 If available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION
I,the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District,U.S. Army Corps of Engineers(Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
KG Plaza, LLC May 24, 2018
Property Owner(please print) Date
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
I am requesting that the Cotes provide a preliminary JD for the property identified herein.
This request does include a delineation.
I am requesting that the Corps provide a Rre ' inary ID for the property identified herein.
This request does NOT include a delineation.
ElI am requesting that the Corps investigate the property/project area for the presence or
absence of WoUS5 and provide an a rove JD for the property identified herein. This
request does NOT include a request for a verified delineation.
I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an approved JD(this may or may not include a survey plat).
0✓ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others)on a property/project area and provide an approved JD (may or may not
include a survey plat).
°For NCDOT requests following the current NCDOT/USACE protocols,skip to Part E.
s Waters of the United States
Version:December 2013 Page 4

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 116 acres
nI verify that the property(or project)boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
❑✓ Completed and signed Preliminary Jurisdictional Determination Form6.
❑ Project Coordinates: 35,37',02.59"N Latitude 78,35',19.21"W 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, LIDAR maps, FEMA floodplain maps)
`See Appendix A of this form.From Regulatory Guidance Letter No.0"2,dated June 26,2008
Version:December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable)':
Wetlands: Tributaries:
❑✓ Wetland Data Sheets8 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:
VProject Coordinates: 35,37',02.59"N Latitude 78,36,19.21" Longitude
Maps(no larger than 11 x 17)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:
htto://www.usace.armvmil/Missions/CivilWorks/ReeulatoryProeramandP rmi /r a supp.aspx
Wetland and Stream Assessment Methodologies can be found at:
http://oortal.ncdenr.org/c/document library/eet file?uuld=76f3c58b-dab8-4960-ba43-45b7faf06f &ero old=38a64 and,
htto// sa usace v mil/Portals/59/does/eaulato / blic of ces/201 /N SAM Draft User Manual 130318.06f
°Delineation information must include,at minimum,one wetland data sheet for each wetland/community type.
Version:December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands: Tributaries:
© Wetland Data Sheets9 ❑ USACE Assessment Forms
❑ Upland Data Sheets ❑ Other Assessment Fortes
(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
Supporting Jurisdictional Information (for Approved JDs only)
❑ Approved Jurisdictional Determination Form(s)(also known as"Rapanos
Fotm(s)")
❑ Map(s)depicting the potential (or lack of potential)hydrologic connection(s),
adjacency,etc.to navigable waters.
°Delineation information must include,at minimum,one wetland data sheet for each wetland/community type.
Version:December 2013 Page 7

00��i
I
, I
1 •If 001
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,/
Ile
+F• 1�IIIt
L � .� ' •
Source: USGS Topographic Quadrangle, 1993
Location: 7104 Cleveland School Rd.,Gamer,NC
Scale: 1"=+800'
Project Name ±I 16-Acre Cleveland Place Site
GTEK Project No. 18-02
333 E.Park Stteet Figure No. I of 3
Cary.NC 27511 USA
mur*@cvllermekxY,,n Date May 21, 2018

11
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No82
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VV218 �IoB�
Source: Wake County Soil Survey, 1970
Location: 7104 Cleveland School Rd.,Garner, NC
Scale: I"_+660'
!1 • w •r.. rojec, I+!We ±I ItAcW CI eland Fla l•
Project Na 1 x-02
�t�� . .. :Figure No. ; 2 0l•3 � ^
�7511 USA 1 ,a
nwrk ca0exnmk.rtim US ` Date �• ` My 21.204 8

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#
Source: Wake County GIS,2010 Legend
Location: 7104 Cleveland School Rd.,Gamer,NC Y Water's of the U.S.
Scale: I"—±500' tS Upland � 1
ov Stream
Classification
IO f` 4CSWctlandDataPointAI � Photo Point
- N A Vc PIUCe IO a �h
T
OTEK
�Project No. 18-02
333 E.Park 97i {� • , 5 If i _ � � �• � `�
Cary.NC 2751 USA`, • ��/� V
[e-mail] WiL May 18.2018 �

SG-
NC DWQ Stream Identification Form Version 4.11
Date: h 1 i$ Project/Site: C r+r; n !' Latitude: T
Evaluator: _ County: k r a� Longitude: r
Total Points:
3;� Stream Determination(circle one} Other
Stream is at least intermittent Ephemeral Intermltten erennial e.9. Quad Name: f5nrte-U)Nq
i1 z Igor perennial if 2!30'
A. Geomorphology Subtotal = Absent Weak Moderate Strong
1' Confinuity of channel bed and bank 0 1 2
2.Sinuosity of channel along thalweg 0 1CZ 3
3. In-channel structure:ex. riffle-pool, step-pool, 0 1 3
ripple-poolsequence
4. Particle size of stream substrate 0 2 3
5.Active/relict floodplain 0 2 3
6.Depositional bars or benches 0 1 3
7. Recent alluvial deposits 01 2
8. Headcuts 1 2 3
9.Grade control 0 1 1 1.5
10. Natural valley 0 1 0.5 1
11.Second or greater order channel No=0 es=
artificial ditches are not rated;see dieGuseions m manual
B. H drolo Subtotal = f
12. Presence of Baseflow 0 1 2
13. Iron oxidizing bacteria 1 2
14. Leaf litter 1 0.5 0
15. Sediment on plants or debris 0.5 1 1.5
16.Organic debris lines or piles 0 .5 1 1.5
17. Soil-based evidence of high w at table? Nc= Yes=3
C. Biology Subtotal = 14
18. Fibrous roots in streambed 2 1 0
19. Rooted upland plants in streambed 3-, 2 1 0
20. Macrobenthos(note diversity and abundance) 1 2 3
21. Aquatic Mollusks 1 2 3
22. Fish 0.5 1 1.5
23.Crayfish 0.5 1 1.5
24.Amphibians 0.5 1 1.5
25.Algae 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL
-perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:

WETLAND DETERMINATION DATA FORM—Eastern Mountains and Piedmont Region
ProjocUSite: City/County: n�^luw_ Sampling Date:
Applicant/Owner j�{�n,. a State:� Sampling Point:
Investigator(s): L/ i7r Section,Township,Range: alk-
Landform(hillslope,terrace,etc.):^Temnuvc Local relief(concave,convex,none):,dad& Slope(%): tiIfr 6
Subregion(LRR or MLRA): Let: 7 Long: !Z&r xT //.o±': ) Datum:-fixczp�
Soil Map Unit Name:_Qro_:j&myL-pey\ NWlclassification: PFn1C
Are climatic I hydrologic conditions on the site typical for this time of year? Yes_ No_ Qf no,explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes ZINO
Are Vegetation_,Soil_,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS—Attach site rpap showing sampling point locations, transects, important features,etc.
Hydrophytic Vegetation Present? Yes Nq Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes i No
Wetland Hydrology Present? Yes No
Remarks:
�',yGcnRo ScCr.+r FJ>T.� A�rTc...n ffrnr-
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required:check all that apply) _ Surface Soil Cracks(Be)
_ Surface Water(A1) _ True Aquatic Plants(1314) _ Sparsely Vegetated Concave Surface(B8)
_ High Water Table(A2) _ Hydrogen Sulfide Odor(Cl) _ Drainage Patterns(B10)
_ Saturation(A3) Oxidized Rhizospheres on Living Roots(C3) _ Moss Trim Lines(816)
_ Water Marks(Bt) _ Presence of Reduced Iran(C4) _ Dry-Season Water Table(C2)
_ Sediment Deposits(132) _ Recent Iron Reduction in Tilled Sills(Ce) _ Crayfish Burrows(CS)
_ Drift Deposits(133) _ Thin Muck Surface(C7) _ Saturation Visible on Aerial Imagery(C9)
_ Algal Mat or Crust(B4) _ Omer(Explain in Remarks) _ Stunted or Stressed Plants(D1)
_ Iron Deposits(BS) _ Geomorphic Position(132)
_ Inundation Visible on Aerial Imagery(B7) _ Shallow Aquitard(133)
Water-Stained Leaves(89) _ Microtopographic Relief(04)
_ Aquatic Fauna(B19) _ FAC•Neutral Test(DS)
Reid Observations:
Surface Water Present? Yes_ No_ Depth(inches):
Water Table Present? Yes_ No_ Depth(Inches).
Saturation Present? Yea X No_ Depth(inches): Wetland Hydrology Prasent? Yes No
includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well.aerial photos.previous inspections),if available
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont-Version 2.0

VEGETATION (Five Strata)-Use scientific names of plants. Sampling Point:
Absolute Dominant Indicator Dominance Test worksheets
Tree Stratum (Plot size: 4A10qF7- ) %Cover Species? Status Number of Dominant species
1 rc _ .� r�c� That Are OBL, FACW,or FAC: _ (A)
2. Total Number of Dominant
3. Species Across All Strata: (B)
4. Percent of Dominant Species f
5. That Are OBL,FACW,or FAC: �/60 (AIB)
6. Prevalence Index worksheat:
r) =Total Cover
Total%Cover of: Multiply by:
50%of total cover: 20%of total cover. OBL species '�,� x 1 = .2 1)
Sapling Stratum (Plot size: ''2 1 FACW species ,17 6 _ X2. !42 _
1. Limnnl mil'.'"-.7 �� .r- FAC species x 3= 1121_
2. FAGU species x 4=
3. UPL species x 5=
4. Column Totals: _�� (A) trA (B)
5.
6. Prevalence Index
Total Cover Hyslrophytic Vegetation Indicators:
5D% of total cover: 20% total cover. f 1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 1 2-Dominance Test is>501Y.
1 _ 3-Prevalence Index is s3.0'
2 _ 4-Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
3.
_ Problematic Hydrophytic Vegetation' (Explain)
4.
5.
'Indicators of hyddc soil and wetland hydrology must
6. be present,unless disturbed or problematic.
=Total Cover Definitions of Five Vegetation Strata:
50%of total cover: 20%of total cover.
Tree-Woody plants,excluding woody vines,
Herb Stratum (Plot size:�dm ) approximately 20 ft(6 m)or more in height and 3 in.
1. S nun a Cri t,r.-w �2 C7 �6 (7.6 cm)or larger in diameter at breast height(DBH).
2. � -Jgdr� Sapling-Woody plants,excluding woody vines,
3 approximately 20 It(6 m)or more in height and less
4 than 31n.(7.6 cm)DSH.
5, Shrub-Woody plants,excluding woody vines,
6 approximately 3 to 20 It(1 to 6 m)in height.
7. Herb-All herbaceous(non-woody)plants,including
S herbaceous vines,regardless of size,and woody
plants,except woody vines,less than approximately 3
g• ft(1 m)in height.
10.
t t Woody vine-All woody vines,regardless of height.
-Total Cover
50%of total cover: 20%of total cover:
Woody Vine Stratum (Plot size: )
i.
2.
3.
4.
5.
=T HYdr�lf
Total Cover
Yegetaton
50%of total cover: 20%of total cover. Present? Yea Y No
Remarks: (Include photo numbers here or on a separate sheet.)
nAon
US Army Corps of Engineers Eastern Mountains and Piedmont-Version 2.0

SOIL Sampling Point:
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 Locr Texture Remarks
'Type: C=Concentration D=Deplelion,RM=Reduced Matrix,MS=MasKed Sand Grains. rLocation: PL=Pore Lining,M=Matrix.
Hydric,Sal Indicators: Indicators for Problematic Hydric Soils':
_ Histosol(Al) _ Dark Surface(S7) _ 2 cm Muck(A10)(MLRA 147)
_ Hlstic Epipedon(A2) _ Polyvalue Below Surface(S8)(MLRA 141,148) _ Coast Prairie Redox(A16)
_ Black Histic(A3) _ Thin Dark Surface(S8)(MLRA 147,148) (MLRA 147,148)
_ Hydrogen Sulfide(A4) _ Loamy Gleyed Matrix(F2) _ Piedmont Floodplain Soils(F19)
_ Stratified Layers(A5) _ Depleted Matrix(F3) (MLRA 136,147)
_ 2 cm Muck(Al0)(LRR N) _ Redox Dark Surface(F6) _ Very Shallow Dark Surface(TF12)
_ Depleted Below Dark Surface(Al 1) _ Depleted Dark Surface(F7) _ Other(Explain in Remarks)
_ Thick Dark Surface(Al2) _ Redox Depressions(FS)
Sandy Mucky Mineral(S1)(LRR N, _ Iron-Manganese Masses(F12)(LRR N,
1MLRA 147,148) MLRA 136)
Sandy Gleyed Matrix(S4) �Umbric Surface(F13)(MLRA 136,122) 'Indicators of hydrophytic vegetation and
11 Sandy Redox(SS) �/ Piedmont Flmdplain Soils(F19)(MLRA 148) wetland hydrology must be present,
_ Stdpped Matrix(S6) _ Red Parent Material(F21)(MLRA 127,147) unless disturbed or problematic.
Restrictive Layer(if observed):
Type: ////
Depth(inches): Hydric Soil Present? Yee l" No—
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont—Version 2.0

WETLAND DETERMINATION DATA FORM-Eastern Mountains and Piedmont Region
Project/Site: -I i nc..cr City/County: G-At _(r I),ar_ Sampling Dater 6ZI5/[
Applicant/Owner: L �- State:� Sampling Point
Investigator(s): .ofPdn�...{•rf Section,Township,Range:_A"
Landform(hlllslops,terrace,etc.): Local relief(concave,convex,none): ^ r Slope I%):• r
Subregion(LRR or MLRA): Let: Long: - ` Datum: 4inscr.'f-..ri,
Soil Map Unit Name: ✓ • NWI aasificatlon:
Are climatic/hydrologic conditions on the site typical fo 4s time of year? Yes No (If no,explain in Remarks.)
Are Vegetation_,Soll_,or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes_ No
77
Are Vegetation Soil_,or Hydrology_naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS-Attach site map showing sampling point locations,transects, ' portant features,etc.
Hydrophytic Vegetation Present? Yes No Is the Sampled Area
Hydric Soil Present? Yes No within a Wetland? Yes No
Welland Hydrology Present? Yes No
Remarks:
�f n Sron. —,4 r1 at-G*tcat-ixjT r�.n Fstc 5 rnra411, wc-Cu rxed C cwut—
HYDROLOGY
Wall of Hydrology Indicators Secondary Indicators(minimum of two required)
Pfxl m Indicators(minimum of one is reuuired�check all that apply) _ Surface Soil Cracks(66)
_ Surface Water(At) _ True Aquatic Plants(131/4) _ Sparsely Vegetated Concave Surface(B8)
High Water Table(A2) _ Hydrogen Sulfide Odor(Cl) _ Drainage Patterns(B10)
_ Saturation(A3) _ Oxidized Rhizospheres on Living Roots(C3) _ Moss Trim Lines(B16)
_ Water Marks(Bt) _ Presence of Reduced Iron(04) _ Dry-Season Water Table(C2)
_ Sediment Deposits(B2) _ Recent Iron Reduction in Tilled Solis(C6) _ Crayfish Burrows(C8)
_ Drat Deposits(B3) _ Thin Muck Surface(C7) _ Saturation Visible on Aerial Imagery(C9)
_ Algal Mat or Crust(134) _ Other(Explain in Remarks) _ Stunted or Stressed Plants lot)
_ Iron Deposits(85) _ Geomorphic Position(D2)
_ Inundation Visible on Aerial Imagery IV) _ Shallow Aquitard(03)
_ Water-Stained Leaves(B9) _ Microtopographic Relief(D4)
_ Aquatic Fauna(B13) _ FAC-Neutral Test(D5)
Field Observations: /
Surface Water Present? Yea ! No_ Depth(inches): �
Water Table Present? Yes T No_ Depth(inches): "
Saturation Present? Yea No_ Depth(inches): Wetland Hydrology Present? Yes No
includes capillary things)
Describe Recorded Data(stream gauge,monitoring well.aerial photos,previous inspections),if available:
Remarks.
US Army Corps of Engineers Eastern Mountains and Piedmont-Version 2.0

VEGETATION (Five Strata)- Use scientific names of plants. Sampling Point:
Absolute Dominant Indicator Dominance Test worksheef:
Tree Stratum (Plot size: �50m_ ) %Cover Species? Status
Number of Dominant Species
1. k 0f ror)MI09 l ,we al:7 ?,j A- That Are OBL,FACW,or FAG. �_ (A)
2.
Total Number of Dominant
3. Species Across All Strata:
4.
Percent of Dominant Species
5_ That Are OBL, FACW,or FAC: _�_ (A/B)
6.
Total Cover Prevalence Index workshe ll
Total 9( Multiply by*
50%of total cover: 20%of total cover. J
Sadk)a SVaWm (Plot size: I OBL species t z t= ,
FACW species x2=�_
t.
FAC species X 3= ?�
2.
FACU species x4=
3.
UPL species z 5=
4. Column Totals: �_ (A) (B)
5.
6. Prevalence Index =B/A= Z.n
=Total Cover Hy rophytic Vegetation Indicators:
50%of total cover: 20%of total coi 1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: ) -2-Dominance Test is>50%
1 3-Prevalence Index is s3o'
2 _ 4-Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
3.
4 _ Problematic Hydrophytic Vegetation'(Explain)
6.
6 'Indicators of hytlric soil and wetland hydrology must
be present,unless disturbed or problematic.
=Total Cover Definitions of Five Vegetation Strata:
50%of total cover: 20%of total cover.
Tres-Woody plants,excluding woody vines,
Herb 3lresxn (Plot size: OrA ) approximately 20 It(6 m)or more in height and 3In.
1 uarni ys�r�1„ - nA r (7.6 cm)or larger in diameter at breast height(DBH).
2. Sapling-Woody plants,excluding woody vines,
3, approximately 20 R(6 m)or more in height and less
4 than 3 in.(7.6 cm)DBH.
S. Shrub-Woody plants,excluding woody vines,
6 approximately 3 to 20 If(1 to 6 m)in height.
T. Herb-All herbaceous(non-woody)plants,including
9 herbaceous vines,regardless of size,and woody
plants,except woody vines,less than approximately 3
g. ft(1 m)in height.
10.
11 Woody vine-All woody vines,regardless of height.
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
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont-Version 2.0

SOIL Sampling Point:
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) % Twe Lx° Texture Remarks
U ✓E T
'T e: C=Concentration,D=De letlon,RM=Reduced Matrix.MS=Masked Sand Grains. 'Location: PL=Pore Lining,M=Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils
_ Histosol(Al) _ Dark Surface(S7) _ 2 cm Muck(A10)(MLRA 147)
_ Hlsdc Epipedon(A2) _ Polyvalue Below Surface(S8)(MLRA 147,148) _ Coast Prairie Redox(Al6)
_ Slack Histic(A3) _ Thin Dark Surface(S9)(MLRA 147,148) (MLRA 147,148)
_ Hydrogen Sulfide(A4) _ Loamy Gleyed Matrix(F2) _ Piedmont Floodplain Soils(1719)
_ Stratified Layers(A5) _ Depleted Matrix(F3) (MLRA 135,147)
_ 2 cm Muck(A10)(LRR N) _ Redox Dark Surface(F6) _ Very Shallow Dark Surface(TF12)
_ Depleted Below Dark Surface(At 1) _ Depleted Dark Surface(F7) _ Other(Explain In Remarks)
_ Thick Dark Surface(Al2) _ Redox Depressions(178)
_ Sandy Mucky Mineral(St)(LRR N, _ Iron-Manganese Masses(F12)(LRR N,
MLRA 147,149) / MLRA 136)
Sandy Gleyed Matrix(S4) -tY/Umbric Surface(F13)(MLRA 136,122) 'Indicators of hydrophytic vegetation and
_ Sandy Redox(S5) _ Piedmont Fl"ciplain Soils(F19)(MLRA 148) wetland hydrology must be present,
_ Stripped Matrix(S6) _ Red Parent Material(F21)(MLRA 127,147) unless disturbed or problematic.
Restrictive Layer(R observed):
Type:
Depth(inches): Hydric Soil Present? Yea No
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont-Version 2.0

NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude: T
Total Points: 1-7.4-- Stream Determin tiaiX4cIrcle one) Other
if Stream rperes at perst ennial
ifannif- Ephemeral ermitt Perennial e. Quad Name: rW"r)
Hi 19 or rannialih 30• p 9�
A. Geomorphology Subtotal = Absent Weak Moderate Stron
1' Continuity of channel bed and bank 0 1 2
2.Sinuosity of channel along thalweg 0 2 3
3.In-channel structure: ex. riffle-pool,step-pool, 0 1 3
ripple-pool sequence
4. Particle size of stream substrate 0 2 3
5.Active/relict floodplain CVt 2 3
6.Depositional bars or benches 0 2 3
7. Recent alluvial deposits 0 2 3
8. Headcuts 0 jn1 2 3
9.Grade control 0 0.5 Cj3 1.5
10. Natural valley 0 0.5 1 .5
11. Second or greater order channel OM Yes=3
artificial ditches are not rated:see discussions in manual
B. Hydrology Subtotal=
12. Presence of Baseflow 0 1 2 63>
13. Iron oxidizing bacteria 0 2 3
14. Leaf litter 1.5 0.5 0
15. Sediment on plants or debris 0 1 1.5
16.Organic debris lines or piles 0 1 1.5
17.Soil-based evidence of high water table? No=0 es=
C. Biology Subtotal=
18. Fibrous roots in streambed 2 1 0
19. Rooted upland plants in streambed 2 1 0
20. Macrobenthos(note diversity and abundance) 1 2 3
21.Aquatic Mollusks 1 2 3
22. Fish 0.5 1 1.5
23.Crayfish ea 0.5 1 1.5
24.Amphibians 79 0.5 1 1.5
25.Algae 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75 OBL= 1. er=
*perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: Projectisite: Latitude:
Old
Evaluator: County: Longitude: a
Total Points: Stream Determin n(circle one) Other
Stream is at least intermittent Ephemeral mitten Perennial e.g. Quad Name: r
if x 19 or erennial iR 30•
A. Geomorphology Subtotal=_ 0 Absent Weak Moderate Strong
1° Continuity of channel bed and bank 0 1 2 3
2.Sinuosity of channel along thalweg 0 1 3
3. In-channel structure:ex. riffle-pool,step-pool, T 1 2 3
ripple-pool sequence C.%
4. Particle size of stream substrate 0 Qi 2 3
5.Active/relict floodplain 0 2 3
B.Depositional bars or benches 0 2 3
7. Recent alluvial deposits 0 2 3
8. Headcuts 1 2 3
9.Grade control 0 1 1.5
10. Natural valley 0 1
11. Second or greater order channel ito= Yes=3
amficial ditches are not rated:see discussions In manual
B. Hydrology Subtotal =
12. Presence of Baseflow 0 1 2
13. Iron oxidizing bacteria 4=21 2 3
14. Leaf litter 0.5 0
15. Sediment on plants or debris 0.5 1 1.5
16.Organic debris lines or piles 0 1 1.5
17.Soil-based evidence of high water table? No=0 =3
C. Biology Subtotal =
18. Fibrous roots in streambed ev 2 1 0
19. Rooted upland plants in streambed A 2 1 0
20.Macrobenthos(note diversity and abundance) 70 1 2 3
21.Aquatic Mollusks 1 2 3
22. Fish 0.5 1 1.5
23. Crayfish 0.5 1 1.5
24.Amphibians 0.5 1 1.5
25.Algae iTo
t 1 1.5
26.Wetland plants in streambed FACW=0.75; OB 5 Other=0
'perennial streams may also bs identified using other methods.See p.35 of manual.
Notes: A,rX
Sketch:

t
NC DWQ Stream Identification Form Version 4.11
Date: Projeot/Site:
Evaluator: County: Longitude: .i
r
Total Points: E
Stream is at ieasr interrm ent Stream Determination(circle one) Other
ffz 19 or Perennial Hz 30- Ephemeral Intermittent Perennial a. Quad Name:�- n
A. Geomorphology( Subtotal= Absent Weak Moderate Strong
,a,Continuity of channel bed and bank 0 1 2
2.Sinuosity of channel along thalwe p 2
3. In-channel structure:ex. riffle-pool,step-pool, 0 2 3
ripple-pool sequence
4. Particle size of stream substrate 0 2 3
5.Activetrelict floodplain 1 2 3
6. Depositional bars or benches 1 2 3
7. Recent alluvial deposits 2 3
8. Headcuts 0 2 3
9.Grade control 0 0.5 1.5
10. Natural valley 0 0.5 1 .5
11.Second or rester order channel No=0 es=
ertifidal dachas are not rated;we discussions in manual
B. Hydrology Subtotal =
12. Presence of Baseflow 0 1 2
13. Iron oxidizing bacteria 0 1 2 3
14.Leaf litter 1.5 1 0
15. Sediment on plants or debris 0 1.5
16.Organic debris lines or piles 0 1.5
17.Soil-based evidence of high water table? No=0 =3
C. Biolo Subtotal
18. Fibrous roots in streambed 2 1 0
19. Rooted upland plants in streambed 2 1 0
20. Macrobenthos(note diversity and abundance) 2 3
21.Aquatic Mollusks 1 2 3
22. Fish 0.5 1 1.5
23. Crayfish 0.5 1 1.5
24.Amphibians 0 5 1 1.5
25.Algae 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 er=
'perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: f Project/Slte: ejr4r A Latitude: r r
Evaluator: County: Longitude: .
Total Points: �j,h Stream Determination(circle one) Other
Stream is at least intermittent
ift 19 or erennial ifz 30' Ephemeral Intermittent Perennial e.g. Quad Name:
A. Geomorphology Subtotal= Absent Weak Moderate Strong
1`Continuity of channel bed and bank 0 2 3
2.Sinuosity of channel along thalweg 0 1 3
3. In-channel structure: ex. riffle-pool, step-pool, 0 1� 2 3
ripple-pool sequence
4. Particle size of stream substrate 0 1 2
5.Active/relict floodplain 0 2 3
6. Depositional bars or benches 0 2 3
7. Recent alluvial deposits 0 2 3 Ej
B. Headcuts 0 1 2
9. Grade control 0 0.5 1.5
10. Natural valley 0 0.5 1 1.
11. Second or greater order channel No=0 ea=
areflcial ditches are not rated;see discussions in manual
B. Hydrology Subtotal =
12. Presence of Baseflow 0 1 2
13. Iron oxidizingbacteria 1 2 3
14.Leaf litter 1.5 0.5 0
15. Sediment on plants or debris 0.5 1 1.5
16.Organ ic debris lines or piles o 0.5 1.5
17.Soil-based evidence of high water table? No=0 es=
C. Biolo Subtotal =
1 B. Fibrous roots in streambed 2 1 0
19. Rooted upland plants in streambed 2 1 0
20. Macrobenthos(note diversity and abundance) 2 3
21.Aquatic Mollusks 1 2 3
22. Fish 0.5 1 1.5
23.Crayfish 0.5 1 1.5
24.Amphibians 0.5 1 1.5
25.Algae 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75• L=1. Other=0
'perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:

s r
f � �`� �''_� ".y++��ss��ty��,, ,� a d1��!4 r ..�iC�. •w�L.
� � z
,� icy :_,Ay► `�' x: 9
.a
A .
o.
d
"op l
1 ' •

rOil(.t�.�"t'. �� Lam " �• -
x lt
Li
WWI
lippill
' r
• r.
• . 1 I 1 • . • . . • 1 1 - • . • 1 - - . I.
� 1 R
.A Y
K
n .

ROY COOPER
Governor
CJ�3�
MICHAEL S. REGAN
` ppI11 secretary
Water Resources 4t S. JAY ZIMMERMAN
DirectorENVIRONMENTAL QUALITY
Date Received May 24, 2018 DWR Use Only:Project
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed B Michael MacGregor
lb.Responsible Party(for LLC)
lc.Mailing Address
Id.Telephone Number le.Email Address
Address of Property: 13202 Boyce Mill Road,Durham
Project Description(attach plan if available):
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company Ed Shipman
4b.Mailing address 721 Holloway Street Durham,NC 27701
4c.Telephone no. 919 491-7686 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project 13202 Boyce Mill Road 5b.County Durham
5c.Nearest Named Stream Laurel Creek 5d.River Basin Neuse
6.Has anyone from DWQ visited the site? Y/N Staff Name I Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or MRCS Soil Survey.
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919) 7914200 if you have any questions.
Nothing Compares
State of North Carolina I Environmental Quality I Water Resources
512 N.Salisbury Street 11611 Mail Service Center I Raleigh,NC 27699-1611
919,707.9000

18-163 13202 Boyce Mill Road
� OP r
f
04��I
Map provided by NCDEQ Division of Water Resources
Locations are approximate and are provided for reference only
'F✓!/P =EphemeralllntermrdenUPerennial

ROY COOPER
Guocrnur
A
� MICHAEL S. REGAN
- Secremry
Water Resources S. JAY ZIMMERMAN
ENVIRONMENTAL QUALITY
D,renur
Date Received DWR Use Only:Project# �� I
Buffer Determination Request Form
Property Owner Information
(.Owner Information
1 a.Name(s)on Recorded Deed CIP Brier Creek LLC
1 b.Responsible Party(for LLC) C.Patrick Crosby,Jr.(Member Manager);Crown Triangle Acquisitions,LLC,The Crown
Companies,LLC
Ic.Mailing Address I I I E Hargett Street,Suite 300;Raleigh,NC 27601-1482
1d.Telephone Number I le.Email Address
Address of Property: 10400 Little Brier Creek Lane,Raleigh,North Carolina within Wake County
Project Description(attach plan if available): commercial development
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company George Buchholz
4b.Mailing address 5410 Trinity Road,Suite 102,Raleigh,NC 27607
4c.Telephone no. 919.866.2361 4d.Email address [e-mail]
5.Project and Site Information
5a.Name of project Little Brier Creek Lane 5b.County Wake
5c.Nearest Named Stream Little Brier Creek 5d.River Basin I Neuse 030202010801
6.Has anyone from D WR visited the site? I Y/N I I Staff Name I Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Please return form Rick Trone
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdem•.orgtweb/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

APPENDIX A

TIMMONS GROUP
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army NCDENR—Division of Water Resources n
US Army Corps of Engineers 401 &Buffer Permitting Unit
Wilmington District 1650 Mail Service Center N
PO Box 1890 Raleigh,NC 27699-1650 U
z
Wilmington,NC 28402-1890
c n
a ,p
'-y m
m c
To Whom It May Concern: — 00
N �
1, the undersigned, current property owner designate and authorize representatives of Timmons Group,
Inc., to act on my behalf as my agent in the processing of permit applications, to furnish upon request LL
supplemental information in support of applications,etc.,from this day forward. Ln
This the day of 2018.
9a' m
(number) (Month) (Year) , e
Y_ �0
C �
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do A
authorize representatives of the Wilmington District,U.S.Army Cotes of Engineers(Corps)to enter upon c m
the property herein described for the purpose of conducting on-site investigations and issuing a a W
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the
Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the agent for this project. o 0
N
Project Name: Little Brier Creek Lane Location: 10400 Little Brier Creek Lane.Raleigh.NC l E
nGovn 't'i-c..j1t 1ac1b31 E
Property Owner's Name(Print): CxT 13ny Cev_ 17U Gra.tw� c ," L� Z r
i
Property Owner's Signature: s
A
Property Owner's Mailing Address: _
•
v
Property Owner's Telephone: Fax No.
Property Owner's Email Address: `
E
0
i
0
u
h

Path R:\805\41564-Little Brier Creek Lane\GIS\Commoe @0bitsM1564-NRCS.mrd
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Site limits are approbmate.
Soils from NRCS web soil survey.
0 e00 we 1.2v
at
LITTLE BRIER CREEK TIMMONS GROUP 00000
WAKE COUNTY,NORTH CAROLINA �•
FIGURE B:NRCS SOIL SURVEY MAP YOUR VISION ACHIEVED THROUGH OURS. •
TIMMONS GROUP JOB NUMBER. 41-964 U.S.G.S.OUADRANGLE(S): SOUTHERNOURHAM
PROJECT STUDY LIMITS: 5.02ACRES DATE(S): 2016
LATITUDE: 35.913221 WATERSHED(S): UPPERNEUSE
LONGITUDE: -78.788922 HYDROLOGIC UNIT CODES). 03020201
«.putt «« nnn • pp« ra MY^e npra u« n .tpr P t ews ar erhewwe a«x,
«YIeO b Pontbuclbn.ppElnp,enCbr wntbuelbn tyltinp M1rgM IM aynn wrllnn wnM 01 TMMONS GROUP

_. . �
rA
It
IF P _- !
GROUPLITTLE BRIER CREEK TIMMONS
WAKE COUNTY,NORTH CAROLINA
FIGURE 1:VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS.
SOUTHEASTOURHAM
PROJECT STUDY LIMITS: 502ACRES DATE(S): : '

NC DWQ Stream Identification Form Version 4.11 Stream PER 30-A
Date: 04/26/2018 Project/Site: Little Brier Creek Lane Latitude:35.912748
Evaluator: BP County:Wake Longitude:-78.788410
Total Points: Stream Determination (ci (tiler e.g. Quad Name:
Stream is at/east intermittent it z 19 or perennial if>_30` Ephemeral Intermitten Perennial South East Durham
37
A. Geomorphology (Subtotal = 18.5 ) Absent Weak Moderate Strong
1 a Continuity of channel bed and bank 0 1 2
2. Sinuosity of channel along thalweg 0 1 2 3
3. In-channel structure: ex. riffle-pool,step-pool, ripple- 0 1 02 3
pool sequence
4. Particle size of stream substrate 0 1 2 3
5.Active/relict floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9.Grade control 0 1 1.5
10. Natural valley 0 0.5 © 1.5
11. Second or greater order channel o=0 Yes=3•
a
artificial ditches are not rated;see discussions in manual
B. Hydrology (Subtotal = 10 )
12.Presence of Baseflow 0 1 2
13.Iron oxidizing bacteria 0 1 2 3
14.Leaf litter 1.5 1 0.5 0
15.Sediment on plants or debris 0 0.5 1 1.
16.Organic debris lines or piles 0 0.5 1
17.Soil-based evidence of high water table? No=0 Yes=3
C. Biology (Subtotal= 8.5 )
18. Fibrous roots in streambed 2 1 0
19. Rooted upland plants in streambed 3 2 1 0
20. Macrobenthos(note diversity and abundance) 0 1 2 3
21.Aquatic Mollusks 0 1 2 3
22. Fish 0.5 1 1.5
23.Crayfish 0 0.5 1 1.5
24.Amphibians 0 0.5 1 1.5
25.Algae 0.5 1 1.5
26.Weiland plants in streambed FACW=0.75, BL= 1. Other=0
'perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
L
Water Resources INDA CULPEPPERInterim Director
ENVIRONMENTAL QUALITY V r
Date Received: S/ 0 I I g D WR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information
Ia.Name(s)on Recorded Deed Gaddy,Stuart W.
Ib.Responsible Party(for LLC)
Ic.Mailing Address 126 Bruce Drive,Cary NC 27511
Id.Telephone Number 704-453-6489
Ie.Email Address [e-mail]
2.Address of Property: 126 Bruce Dr.Cary NC 27511
3.Project Description(attach plan if available):Remove existing deck,add new(larger)deck and enclose a portion of deck.
Consultant/Agent Information
4.Consultant/Agent Information Adrian Harkey
4a.Name,Company Adrian Harkey,Core Remodeling " p 7 y�c'T �-
4b.Mailing Address 1109 Classic Rd.Apex,NC 27539 J
4c.Telephone Number 919-608-3347
4d.Email Address [e-mail]
5.Project and Site Information
5a.Name of Project 126 Bruce Dr 5b.County Wake County
5c.Nearest Named Stream Col#S rAnt h 5d.River Basin Neuse River Basin
6. Has anyone from DWR visited the site? I Y N Staff Name I Date of Visit:
*'Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topographic Map and/or NRCS Soil Survey Map.*
Please return form to: Andy Neal / ' d0 4.2r
1628 Mail Service Center J
Raleigh,NC 27699-1628
Email: andv.neal(alncdenr.rov
Please contact the Raleigh Regional Office at(919) 7914200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Regional Operations Section http://portal nodenr org/web'wgtup•
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location:3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

NUMBER 66 Sole
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-Approximate Start/Stop Point

126 Bruce Dr., Cary (Wake)
Buffer Determination #18-165
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Legend: Water Resources
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