20161073 Ver 1_Stream Call Letter_20140718

NC©ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 18, 2014
Mr. Chris Huysman
Wetland and Natural Resource Consultants
1646 Machine Shop Road
Hickory, NC 28602
Subject Property: Riverside at Oak Ridge
John E. Skvarla, III
Secretary
On -Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0500)
On -Site Determination for Applicability to the Jordan Lake Buffer Rules (15A NCAC 2B .0250)
Dear Mr. Huysman:
On July 1, 2014, at your request and in your attendance, Sue Homewood conducted an on-site determination
to review features located on the subject project for stream determinations with regards to the above noted
state regulations. David Bailey with the US Army Corps of Engineers (USACE) was also present at the site visit.
The Division acknowledges the areas and boundaries identified as jurisdictional wetlands by the USACE. The
attached map accurately depicts all stream determinations conducted during the site visit.
Please note that at the time of this letter, all intermittent and perennial stream channels and jurisdictional
wetlands found on the property are subject to the mitigation rules cited above. These regulations are subject
to change in the future.
The owner (or future owners) should notify the Division (and other relevant agencies) of this decision in any
future correspondences concerning this property. This on-site determination shall expire five (5) years from
the date of this letter.
Winston-Salem Regional Office
Location: 585 Waughtown St. Winston-Salem, North Carolina 27107
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
Nane
rthCaralina
Ammally

Chris Huysman
Riverside at Oak Ridge
July 18, 2014
Page 2 of 2
Landowners or affected parties that dispute a determination made by the Division or Delegated Local
Authority that a surface water exists and that it is subject to the buffer rule may request a determination by
the Director. A request for a determination by the Director shall be referred to the Director in writing c/o
Wetlands and Buffers Permitting and Compliance Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650.
Individuals that dispute a determination by the Division or Delegated Local Authority that "exempts" surface
water from the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. Applicants are hereby notified that the 60 -day statutory appeal time does not start
until the affected party (including downstream and adjacent landowners) is notified of this decision. The
Division recommends that the applicant conduct this notification in order to be certain that third party
appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
This letter only addresses the applicability to the mitigation rules and the buffer rules and does not approve
any activity within Waters of the United States or Waters of the State or their associated buffers. If you have
any additional questions or require additional information please contact me at 336-771-4964 or
[e-mail].
Sincerely,
Sue Homewood
Winston-Salem Regional Office
Enclosures: USGS Topo Map
CPT Site Map
cc: Jim Grdich, BRC Riverside LLC c/o Blue Ridge Companies, 5826 Samet Dr #105, High Point NC 27265
David Bailey, USACE Raleigh Regulatory Field Office (via email)
DWR, Winston-Salem Regional Office

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PROPERTY
ADDRE55:
5840 PEPPER RD
/ SCALE:-
1 " = 100'
DATE:
5/02/14
PRO�EGT:
1280-13
/
DRAWN 5Y: TOL
\
SHEET G

Q
GRAPHIC SCALE
SOILS:
CaB Casville sandy loam
CaC Casville sandy loam
CkB Clifford sandy loam
CIB2 Clifford sandy clay loam
( IN FEET) CIC2 Clifford sandy clay loam
1 inch = 100 ft. CnA Codorus loam
HdA Hatboro loam
^1� / CLONINGER /
\ � � NaC Nathalie sandy loam
// / / D.B. 7428 P G . 1178,-' PoB Poplar Forest sandy loam
PB 65 PG 72 PoC Poplar Forest sandy loam
ZONING: AG PoE Poplar Forest sandy loam
VACANT `1 I I PpC2 Poplar Forest clay loam
PpE2 Poplar Forest clay loam
GENTEF
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BEARING
DISTANCE
LI
N 10'12'47" W
209.00
L2
N 67'08'37" E
36.00
L2'23"
E
37.66
1.111
31' 6'25" E
37.49
L5
N 40'09'43" E
49.75
L6
N 62'15'38" E
112.72
L7
5 69'36'38" E
38.60
L8
N 80'40'07 E
50.15
L9
N 46'3009 E
46.65
LID
N 63'2843" E
64.11
L11
N 45'34'40" E 1
37.59
L12
N 54'51'07" E
37.85
L13
S 82'29'07" E
32.81
L14
N 44'46'18" E
85.45
L15
N 55'39'13" E
86.30
L16
N 41'31'17" E
63.18
1.77
N 36'17'24" E
71.91
L18
N 53'19'17' E
35.33
1_19
N 37'54'36" E
30.73
L20
N 08'10'47" E
50.46
L21
N 24'00'27" E
57.84
1.22
N 72'23'55" E
24.71
1.23
N 18'18'17" E
46.60
1.24
N 43'27'29" E
60.39
L25
N 32.27'35" E
62.59
L26
N 44'48'59' E
41.55
L27
S 67'32'40" E
23.47
L28
N 61'03'33" E
73.68
L29
N 12'05'4B" E
28.42
L30
N 40'17'53" E
35.89
L31
N 18'35'03" E
24.04
1.32
N 49'46'59" E
86.69
L33
N 39'16'38" E
49.31
L34
N 21'01'09` E
54,45
L35
N 04'59'10" W
34.34
L35
N 27'00'54" E
45.97
L37
N 1T 1736" E
45.83
1.38
N 19'14'30" W
25.71
L33
N 03' 11'48" E
26.04
1.40
N 10'19'10" E
60.75
L41
N 71'06'29' E
25.93
L42
N 16'54'19" E
36.36
L43
N 16'01'02" W
31.95
L44
N 48'07' 4" E
36.90
1.45
N 86'57'51" E
47.53
1.46
S 61'06'33" E
L1a3
N86'59'10"E
00'39" E757.47
57.4
1.7 a4
N 7Tt609' E
188.55
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23'40'37" E
174.34
L50
S 48'10'37" E
165.00
1.51
S 38'40'37" E
217.80
L52
5 00'08'2x E
352.52'
L53
N 01'04'02" E
233.25
L54
N 05'05'07" W
60.28
L55
N 28'16'07" E
43.58
L56
N 83'24'29' E
115.31
L57
N 07'28'30" E
52.82
L58
N 86'08'41" E
64.50
L59
S 73'19'17" E
48.77
L60
S 04'51'08" W
101.66
L61
70'55'00" E
53.95
L62
S 83'03'41 E
103.77
L63
S 86'0874 E
58.92
L64
N 66'56'27" E
74.27
LIDS
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65.21
L181
L109 I
N62 -45'54"E
36.04
L182
L170
N74'39'30"E
50.78
L183
1.111
N3d'iB'S6"E
54.18
1.184
1.712
N53' 18'19"E
48.33
L185
1.113
N55'S3'S2"E
51.92
L186
1.114
148'1801E
49.80
1.787
L115
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57.72
1.188
Ltt6
N16'S9't7"E
50.41
L189
L117
N00'0T04°E
50.47
L190
Lt 18
N37'27'42"E
54.50
L191
L119
N45'23'1 YE
51.30
L192
L120
N56'S3'S4"E
49.55
1.193
L121
N67'3124E
53.27
L194
L122
N62'2833E
49.15
L195
_123
N51'14'56"E
51.65
L196
L124
N5 0'27'47"F
51.11
L197
1.125
N34'Ot'17°E
48.57
L198
1.126
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44.52
1.199
L127
N19'27'16"W
60.80
1.200
L128
N28'49'54"W
56.51
L201
L729
NI7'55'34"E
32.69
L202
L130
N54'32'14"E
49.73
1.203
L131
N42'53'57"E
53.67
1.204
L132
N53'18'49"E
52.50
L205
1.733
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45.20
L206
L134
N00'7333"E
53.83
1.207
L135
N00'S1'27"E
51.14
L208
1.736
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50.07
1.209
L137
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48.58
L210
L138
N 18'1 1'35"E
51.70
L21 1
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N41'12'43"E
46.06
L2t2
L140
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53.39
1.213
1_141
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50.45
L214
L142
N80'51'03"E
10.10
L215
L1a3
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50.46
L2i6
1.7 a4
585'54'40"
48.55
L217
L145
N89'26'24"E
51.75
L216
L146
N85' 6'29"
48.27
1.219
L147
N78'25'59"E
49.93
1.220
1.146
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49.99
1.221
L149
S75'18'44"E
48.66
1.222
1150
506' 8'11"W
53.55
L223
L151
509'48'31"W
51.58
L224
Lt 52
522'41'07"E
49.57
L225
L153
S26'39'21 "E
49.55
1.226
L154
S49'45'57"E
51.60
L227
L155
S39'21'51 "E
49.21
L228
L156
S51'44'09"E
47.57
L225
L157
S57'17'49"E
50.81
L230
L158
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53.92
L231
L159
543'30'23"E
58.90
L232
L160
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48.15
43 88
1.233
L234
L 61 5740747 E
/,64/
/ L162 N87'45'25"E 52.10 L235
64 / L163 546'06'36"E 68.84 L236
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t 1.165 579'28'54"E 47.01 1.238
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LEGEND: /
NOTES:
TOPOGRAPHIC INFORMATION PROVIDED BY GUILFORD
COUNTY GIS DEPARTMENT,
10'x70' SIGHT EASEMENTS AT ALL INTERSECTIONS.
ALL PROPOSED STREETS TO HAVE 50' PUBLIC RIGHT OF WAY
20' RIBBON PAVEMENT & 20' UTILITY ESM'T ALONG EACH SIDE.
ALL PROPOSED STREET INTERSECTIONS TO HAVE 20' R/W
RADII AND 35' STREET RADII.
ANY AND ALL SIGNS WITHIN THE DEVELOPMENT WILL ADHERE
TO THE SIGN REGULATIONS IN SECTION E-1 OF THE
GUILFORD COUNTY DEVELOPMENT ORDINANCE.
CONCRETE SIDEWALK WILL RUN PARALLEL WITH, BUT
OUTSIDE OF THE ROAD RIGHT OF WAY. WITH NO SEPARATION
BETWEEN THE TWO. LOCATION TO BE DETERMINED WITH
DEVELOPMENT PLANS.
ALL COMMON AREA SHALL HAVE ACCESS FROM WITHIN THE
DEVELOPMENT.
BOUNDARY TAKEN FROM SURVEY PREPARED BY FLEMING
ENGINEERING, INC. DATED 01 -08 -
FLOODPLAIN TO BE DEDICATED TO OAK RIDGE WILL BE FIELD
LOCATED AND WITH EACH PHASE OF DEVELOPMENT. EXACT
AREAS WILL BE REVISED ON FINAL PLATS.
STREAM IDENTIFICATION WILL BE VERIFIED AS EACH PHASE
OF THE PROJECT IS DEVELOPED. STREAMS SHOWN ON THIS
MAP ARE SUBJECT TO CHANGE.
THIS PROPERTY IS LOCATED (AS SHOWN) IN A SPECIAL
FLOOD HAZARD AREA PER MAP NO. 3710689800K, EFFECTIVE
DATE MARCH 16, 2009 AND 3710780800J, EFFECTIVE DATE
JUNE 18, 2007.
UTILITY NOTE:
ALL LOTS IN THIS DEVELOPMENT WILL HAVE INDIVIDUAL
WELLS AND SEPTIC SYSTEMS. SOME SEPTIC SYSTEMS WILL
BE LOCATED OFF-SITE SUBJECT TO HEALTH DEPARTMENT
APPROVAL.
WATERSHED DISTRICT:
NPDES, NONWATER SUPPLY AREA LOW DENSITY OPTION
PROJECT PHASING:
SITE DATA:
MAX. 125 LOTS (1 DU/1.75 AC.)
TOTAL NUMBER OF LOTS: 76 (0.47 DU / AC) (PROPOSED) + 35 EX. LOTS = 111
AREA: ±161.85 ACRES (PHASES 2, 3, & 4)
PHASE 1 RECORDED IN PB 171 PG 92, PB 171 PG 93
PROPERTY ADDRESS: 5940 PEPPER RD \
ZONING: CU -PD -R & AG
co
PARCEL# 0166556 o��744
D.B. 7579 PG. 044 A/'R�ti
DIMENSIONAL REQUIREMENTS:
MIN. LOT SIZE: 30,000 SQ. FT.
MIN. LOT WIDTH: 100'
MIN. STREET FRONTAGE: 50'
MAX. HEIGHT: 35'
SETBACKS:
FRONT:
13
LOCAL, SUBCOLLECTOR, COLLECTOR: 35/60
MINOR THOROUGHFARE: 45/80 '90
MAJOR THOROUGHFARE: 50/95
SIDE: 10' z
LOCAL, SUBCOLLECTOR, COLLECTOR: 20/45
REAR: 30' o
CU -PD -R ZONING CONDITIONS:
1. ANY SEWER CROSSING THE 100 YEAR FLOODPLAIN AND OUTSIDE THE PUBLIC
RIGHT OF WAY OF LINVILLE ROAD WILL BE INSTALLED UNDERGROUND.
2. ARCHITECTURAL ELEMENTS ON THE AMENITY SITE SHALL CONFORM TO THE
FOLLOWING:
A. ALL NON RESIDENTIAL BUILDINGS AND STRUCTURE EXTERIORS
SHALL BE BRICK, STONE, WOOD, OR OTHER NATURAL MATERIAL.
CORRUGATED AND/OR SHEET METAL ARE NOT PERMITTED EXCEPT FOR
ROOFS.
B. THE ARCHITECTURAL STYLE OF NEW BUILDINGS SHALL BE
SIMILAR TO THAT OF EXISTING BUILDINGS IN THE VICINITY.
C. LARGE, FLAT, BLANK EXPANSES ON A FACADE ARE NOT
ACCEPTABLE.
D. ALL MANUFACTURED DWELLINGS SHALL HAVE A PERMANENT
MASONRY FOUNDATION. ACCESSORY MANUFACTURED DWELLINGS
SHALL NOT BE VISIBLE FROM PEPPER ROAD.
3. NO LOT SHALL BE SMALLER THAN 30,000 SQ. FT.
LAREPRESENTS SOILS
ADEQUATEFOR
SEPTIC AREAS
PHASE 2: LOTS 36 - 64 236 _
PHASE 3: LOTS 65 - 86 \ \ \ _\
PHASE 4: LOTS 87 -111
)07 <91
5F \ \�
�G. j
MA 313/ -_-- _ \ ' /v \
/39/ /' - - -40,365 sF/ ' PHASE 4 /
(� / --O.q3 AG / \ I 0
11 I \ 01 q3 AG / - 36,844 '5F
o.B�AG ' l
\ \ \\\\l�� a
\\\11 \\ \ \\ \ \ \ -PHASE 2 \\ 11 \ \ \ \ \
\ �G` \ \\ \ \\ \\ \ \ 1 /�
41 \ \ \ \ \\\\il
31,832 5F I \ \ 1 I 1 I \
0,151 AG 0r
/ / 0j/ /I
213 / /_
�CO GT X15TIN6 LOCAL STK, T
42
lb
31,112 51
\ / /F 13,A6
84'2- I I I I I I I I
70
\, 36
\ \ 41,503 5F
O.g5AG
FIP = FOUND IRON PIPE -10
- IPE a&L10o / `J�_--_---- ' I'll - SET IRON P
R/W = RIGHT OF WAY \ \ \\\ \ % �� T
D.B. = DEED BOOK
P.B. =PLAT BOOK \ \ \/ \ �%/ l \C)
28 2
PG. = PAGE
U.E. -UTILITY EASEMENT
\ CONNECT TO EXISTING CONCRETE
N. �(,/ // /' / 3 / I / I \ 7 51DEWALK.01 3 2
cf
d NG6S MONUMENT
o
"BROWNING"\\\ \ \� / / // //
z NAD 83 GOOROINATES QIP / \ / \ / / / I' �xl
U.S. FT \ / 35 / / / / / Pi-+AI I
> E: I,(g3,gOq.004 U.S.. FT MATCH LINE ( \ \ / , / _ 35-LoTs
(9 ELEV: q1-1 q3 U.S. FT (N 66) \ \ / \ \\\` ENITY AREA
m GOMBINED FACTOR: O.g1qg(16487 \ i- \ \\ \ )I_G i
ID
O \
6.g\6 1 \ \ �
9' ('�Roo6 >3 �G 1 11 \ \\ N 6 / . 1 .92 I
PG. 3
0
C
LL
0
N
N
N8 -705455"W 31.02'
i
FROM c `•
r.T �
24 i
Ephemeral
Non-RP'W
Mq
HOLLOW RIVE DR
51 TE 11-A
�h�L MEAppWS
GOGGINS RD
7E,
\�Ao
�\ '4
SCALE: r'=z000'
VICINITY MAP
AREA TABLE:
(PHASE 2, 3, & 4)
TOTAL AREA: ±161.85 AC.
DEDICATION FLOODPLAIN: 39.16 AC.
AREA IN R/W: 7.67 AC.
AREA IN LOTS: 80.15 AC.
COMMON AREA: 34.87 AC.
5,934 L.F. IN STREETS
OWNER / DEVELOPER:
BRC RIVERSIDE, LLC
5826 SAMET DRIVE
c� HIGH POINT, NC 27265
PHONE: [phone]
FAX: [phone]
\
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SIDEWALK
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STREET
I
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II
I PROPERTY ADDRE55:
5G40 PEPPER RD
I I II
/ SCALE: III = 100'
I
DATE: 5/02/14
PROJECT: 1280-13
DRAWN BY: TGL