20151089 Ver 1_USACE Correspondence_20170807

Homewood, Sue
From: Bailey, David E CIV USARMY CESAW (US) <[e-mail]>
Sent: Monday, August 07, 2017 10:02 AM
To: Hugh Creed Associates, Inc,; Kevan Combs
Cc: Homewood, Sue
Subject: Permit Non Compliance, Linville Ridge, Guilford County; SAW -2015-02200
Attachments: 2015-02200 Permit Non Compliance Tearsheet.pdf, 2015-02200 Permit Non Compliance
Attachments.pdf, 2015-02200 Permit Non Compliance Pics.pdf
Messrs. Clayton and Norris,
Please see the attached Permit Non -Compliance letter, reference plans, and pictures, for the above referenced project. A hard
copy of the letter is in the mail this morning. Once you read the correspondence please call or email with any questions.
Sincerely,
Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at:
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 2015 02200 County Guilford
Notification of Unauthorized Activity/Permit Noncompliance
Permittee: Linville Oakridge, LLC
Attn: Mr. Kevan Combs
Address: P.O. Box 790
Oak Ridge, NC 27310
ent: Hugh Creed Associates, Inc., P.A.
Attn: Mr. Norris Clayton
Address: 1306 W. Wendover Ave.
Greensboro, NC 27408
Size and Location of Property (include waterbody, highway name/number, town, etc.) The project area is located on the east side of
Linville Road, approximately 0.2 mile north of its crossing of the Haw River, in Oak Ridge, Guilford County, North Carolina.
Description of Unauthorized Activity: Please reference the Nationwide Permit 29 verified for use on 4/7/2016. This letter is the
result of a visit to your property on 5/25/2017 where the extent of the permit non-compliance in streams and wetlands was
determined. The unauthorized activities located on your property include the following:
1) Discharge of fill material in approximately 25 linear feet of stream channel (Stream SB) and up to 0.1 acre of riparian
no-riverine wetlands (Wetland WB 1-10/WBA 1-9) upstream of Crossing 2 (see permitted plans) resulting from
above grade rip rap placement outside of the permitted fill boundary;
2) Discharge of fill material in approximately 50 linear feet of stream channel (Stream SB) and up to 0.05 acre of
riparian non-riverine wetlands (Wetland WB 1-10/WBA 1-9), downstream of Crossing 2 (see permitted plans)
resulting from rip rap placement outside of the permitted fill boundary;
Indicate which of the following apply:
Unauthorized Activity
River & Harbor Act, Section 10 (33 USC 403)
X Noncompliance with Permit X Clean Water Act, Section 301 (33 USC 1311)
Unless you have a Department of the Army permit for the above- described activity, it is a violation of federal law as specified above. You
have agreed to do no further work in waters or wetlands without the required Department of the Army permit. Any further unauthorized
work in waters or wetlands will be considered an intentional violation of federal law.
If you do no further work m waters or wetlands, and perform the remedial action requested below, the Corps of Engineers will take no
further action in this matter. If you continue to work in waters and wetlands without the required authorization, and/or fail to perform the
requested remedial action, the Corps will take further administrative action, and may request the U.S. Attorney to file suit against you. If
you need further information about the Corps of Engineers regulatory program, please contact me at [phone].
Remedial Action Requested:
Within 30 days of the date of this correspondence, propose a plan for Corps approval to remove the unauthorized rip rap pad
upstream and downstream of Crossing 2 and restoring original grade and contour. This plan should propose actions necessary
to provide for continued stability of this channel while maintaining aquatic function; such actions include controlling
headeutting/instability upstream of the culvert inlet using natural channel design principles (i.e. cross vane, step downs, etc.)
and planting of appropriate wetland/riparian vegetation. Following review/modification of this plan by the Corps, this work
must be complete within 30 days of Corps approval.
Note that coordination with North Carolina Division of Water Resources (NCDWR) is strongly recommended due to potential
overlap of jurisdiction and other work theV may require within wetland and stream boundaries.
You also have the option to apply for an after -the -fact permit. Please be aware that, through the permittiug process you are
required to demonstrate purpose and need of the project, avoid and minimize your impacts to Waters of the US to the
maximum extent practicable, and provide compensato•v mitigation for anV lost function of the aquatic resources. The Corps
authorized 128 linear feet ofpermanent loss ofstream bed for this project, as such, the project is currently over the compensatory

nzitigatton threshold of 150 linear feet when considering the non-compliant above -grade rip rap pad. Keep in mind that you will
be required to remove all discharged fill and provide restoration to the satisfaction of this office (see items above) for those
If you need any clarification of this correspondence please don't hesitate to contact this office, attn: David E. Bailey at mailing
address 3331 Heritage Trade Drive, Suite 105, Rake Forest, North Carolina 27587, e-mail David.E.Bailey2(a),usace.army.mil,
or telephone [phone], ext. 30.
Your signature acknowledges receipt of this notification.
Property Owner/Responsible Party Signature
Field Office Chief Signature�nc
Date: 8/7/2017
Copy furnished:
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105
Andrew Dreyfuss, Linville Oakridge, LLC, 206 N. Spruce Street, Winston Salem, NC 27101
Page 2 of 2

FLAG NUMBERS/INFO
WETLAND FLAGS =
STREAM FLAGS =
Stream Flags = 78
Wetland Flags = 96
Total Flags = 174
FWA27
P1-33
DP -2 0
WA 1-14
X
L
DP -1
SB 1-18
WAA 1-37
W BA 1-9
ISB 1-7
SBA 1-17
ISC 1-3
WB 1-10
WB 11-13
WB 14-23
THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE APPROXIMATE. THEY WERE VERIFIED BY MR. DAVID BAILEY WITH THE
USACE AND MS. SUE HOMEWOOD WITH THE NCDEQ-DWR ON FEBRUARY 19, 2016. THEY HAVE NOT BEEN SURVEYED.
Drawing 3 Wetland Map `
2013 Aerial Photograph
Linville Ridge
Google Earth and
Approximate 33.7 Acre Tract
PEI Field Notes A Oak Ridge, North Carolina
;raIP- 1" = 9,;nl 4i)PEI No. 1745
LEGEND
Site Boundary
......
Intermittent Stream
Perennial Stream
Wetlands
SA 1-5
Flag Number
Data Point
-
Culvert
THE LOCATIONS OF FEATURES SHOWN ON THIS MAP ARE APPROXIMATE. THEY WERE VERIFIED BY MR. DAVID BAILEY WITH THE
USACE AND MS. SUE HOMEWOOD WITH THE NCDEQ-DWR ON FEBRUARY 19, 2016. THEY HAVE NOT BEEN SURVEYED.
Drawing 3 Wetland Map `
2013 Aerial Photograph
Linville Ridge
Google Earth and
Approximate 33.7 Acre Tract
PEI Field Notes A Oak Ridge, North Carolina
;raIP- 1" = 9,;nl 4i)PEI No. 1745

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GENERAL SITE NOTES:
1. A portion of this tract is located within a Flood Zone, refer to FIRM Community
Panel No. 37107808003, Dated June 18, 2007.
2. No portion of this tract is located within a designated Watershed.
3. All the necessary approvals have been (will be) obtained from State and Corps
for any wetland disturbance and/or stream crossing disturbance.
4. This site is located within the Cape Fear River Basin.
TREE COVERAGE/ PRESERVATION NOTE:
1. Required tree coverage/preservation area is 20% of the site.
2. 48.932 Acres (outside R/W) x 20% = 9.786 Acres (Required).
3. Total tree coverage/ preservation area provided: 10.248 Acres (20.9%).
4. See Sheet Two for Tree Preservation details.
THE OWNER IS RESPONSIBLE FOR OBTAINING ALL 1 I Haw River Road
PERMITS FOR DISTURBANGES TO JURISDIGTIONAL Parcel No. 0166667 _ CA -2
STREAM FEATURES AND ANY KNOWN OR POTENTIAL
IMPAGTS TO WETLAND AREAS. -Common Linville Oaks / / �mmon Area & I I r
3�0" `
Linville Oaks Drive
\ \ Homeowners Association // / Offsite Septic /
\ \ DB 6101 PG 2961 / /// _ Easements \ /�i�
�
Common Elements, Linville Oaks �/i - - , \ 5.014 Atms y
PB 153, PGS. 15-19/� / // _ - - # ��/ I\ \\ TE
CD
Parcel No. 0166645 \ \ \\ Zoned: CU -RS -40///
eM \ / J\ Linville Ridge Drive
co Harold L. Wilkes & J Use: Vacant �o // / // / h \
/j Tree Pre rvation-Are \ Hollow River Drive
i Delores R. Wilk -es \ \ / //, / / // \ \ 1
z - DB 7017 - 607 \ ` \ \ // / /i / / \ \ rain e \ t)
\
0°\ \ / /
6 - - -Lot-No. 35, Linville Oaks 0.734± Cres \ \\ \
Ln
1 // \ \ \ \
Z 1 \ PB 153, P-. 17 \\ — \ ( \ �\ \ \� \ \ `\\ \ \ �� \\\ \\ \\ \ \ \\ VICINITY MAP (Not to Scale)
Parcel I No. 0166646 Zoned: CU -RS -40 \ \ \ \ \ \ \ \ \ \ u R 42 \ \ / \ \\ \\\\ IM GTS
JefferyIS. Williams,& Use: SFR ZON \#I = 4,406 5Q.
\
FT. VICINITY MAP
\ \ Sharlon Williams ONE 2 = 2,063 SQ. F
\ O \ \ NOT TO SCALE
\ \ \\ ADB 7049, PG 1512 \\ \\ �\ \ 3 \ \\ \ \\� o,
aro('1111\ \\ \\ \ \
Pcel N . 6667 \ \\ \Lot No. 36, Lipville Oaks \ \
Linville -Oaks \ \ _ , - \
7 \ \ �\B 153, P�.�17 _ -
downers Assoclatian \ - - \�
6\1p1, �G\ 96 \ \ honed: CU -RS -40 q) o \ \ ti
\ \ \\ / \-rQ� \ �o � O � HEA ALL
� \ \ Use: SFR
\ s� I
i I II I \Comi)\I�n\Elo,\egts, \Lihville\O\aks \\\\ \\ _y ��
P� PCs�15-1\9 0
Zo�ed:\CJ-RS-0\ 4 s0
\ \ \ \ \ \
\
SF�-\�
9
I I I sle:IVacant \ \ \ \ \ \ / e55� F\o�g ?
I I I I I I \\ \ \ \ \ \ ` \ PCS' m 1 o,4ea ,�0� \ \0.921 Acres \ \ \ \ 3 \
I I I I I \ \ \ I C_X0 we I �� 41,850 S # \
DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PREL I M I NARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOGIATES, ING., P.A.
I \ I I I -70.961 Acres
GROUND STABILIZATION TIMEFRAMES 0kVoSHALE DmNAGEA�\RE �L�0
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS # \ \ \ \
SEE� TEM—
PORAR��
PERIMETER DIKES, SWALES, DITCHES 7 DAYS NONE
I I \ I I ( \ \ \ \ \ \ \ \ \ � \ a(re' \ � STREAM GROSSING
AND SLOPES
�� O / \ \ / \ B \ -DETAIL, FOR STORM
HIGH QUALITY WATERS (HQW) ZONES 7 DAYS NONE ' / I \ I I I I I I \ \ \ \ \ \ I I \ / / / \\ 1 .• \ \ \ \ DRAIN INrstTALLATION
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS
IN LENGTH AND ARE NOT I I \ I I I I \ \ \ \ 41 850 SF
STEEPER THAN 2:1, 14 DAYS I I \I I I \ \ Tree, Preservation Area �¢ .dam
ARE ALLOWED. I I I I v I \ \ �.116± Acrgs \\ \ 0.961 Acres 0<"\ #
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER I I I I I \ \ \ \ \ \ \
THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES 14 DAYS NONE, EXCEPT FOR PERIMETERS I I I \ \ \ \ \ I 1 �g \ / \ Gj / / v ` / y6x5o / / TIS
FLATTER THAN 4:1 AND HQW ZONES
,879 SF\ 42,815 SF
X0.983 Acres
10.961 Acres ---\ a _ / �� /jam � e � a(/0
Comr`ibn Area \ \ �I o o = 1 rn \ ,p / \ �#
ffsit Sept. \ \ \ i /�- I -�a�0- �p 25ko�_ i / / / I
p \ \ 1 / O1 1 tv I \ g� �� / / SIZE: d50 4" I / 111 ommb 4Are \ \ \\
GLAD 55 =
Ease ent \ — —\� �/ k50 ��i / /� / O / \\
20,42 SF I \
PHASE I 1 91,751'S \ �/ / / O 3 \ fix/ / � \ — '/ ,�� /� i / / / / / 5 >�5.75 xl D 1 - �O I I 1\ \ .469 A ices \ 1 \
EROSION CONTROL NOTES: 1 / — — 2a**e° /° / r 3 a \ ` 1
I. TOTAL AREA = 15.3± ACRES 2.106 Acr / _ �' N _ p �%° / �� / // / 40,040 SF / I I �� 1 1 # \ \
2. TOTAL DISTURBED AREA = 2.55± AGRES #6628 / �° I rn rn �� \ - 23° \ ; �� / / / 0.9,16 Acres /� 19 I �y \
3. SOILS: A B,A G,Cr_B,CcC, (GLASS B), Hh (GLASS D) / / 3 \ / R \ — (0 / / # / _ / \ ree Pre�erv.
4. AVERAGE SLOPE: 4%-6% \ /r xoo "�»» R I 1 1. 36±'Acres
p p \PHASE O \ rn / I �� \ i� � i � � / / / / � - � � � I J' \ �► � \
PB 186, PG. _ \ \ \ // / \ - - - _ \ �. �� / / / / / / 40,300 S I A s
GONSTRUGTION SEQUENGE: — _ �� / / / / \ I \ �� — \ o v' / / / / 0.925 Aures �X _y 1 \
\ k5° �� N . �� 40 107r F / / - r�
I. OBTAIN GRADING PERMIT BUFFER #I IN�PAGTS / / / \ I �/ — — -22 0000
�� _ ' / / / /-7\ Q\ \
2. GLEAR ROADWAY. NE #1 = 3,67 SQ. F . / +E D LL / 1 \ I — O �1 0.9211 Acres / - / of \ \
3. INSTALL SEDIMENT FENGES AT 48" RGP. INSTALL SKIMMER ZO E #2 = I, -f07\ SQ. F / / 22k0� �C Y 2 � i
BASINS I, 2, 6, AND 7. CONTACT THE EROSION CONTROL
sI I\
�NSPEGTOR BEFORE STREAM 1S DISTURBED TO INSPEGT �DEVIGES. 0 /G / \ \
0`
3. INSTALL ENDHALLS, 48" RGP, AND RIP -RAP OUTLET. GRADE / / I
STREAM GROSSING. SEED IMMEDIATELY. ✓ \ I II �° I /i �\ \ / // / / / 3�
2. INSTALL REMAINING SEDIMENT FENGES AND SKIMMER BASINS.
3. GRADE SITE. INSTALL STORM DRAIN PIPE WITH OUTLET / I v 2� -3. Trge Preservation Area
PROTEGTION. Y lc \
4 INSTALL EXGELSIOR MATTING SHALE PROTEGTION ON ALL �/ / I I I 2°k \ ���0 \ �� \ r �s�' _ JI I I 1 \ \ \ 1.736* Acres
SHALES, EXGEPT SHALE #7, HHIGH REQUIRES SYNTHETIC / / / / / I 1 . - oT \ P -41407 SF Flood Plana Ope pace
MATTING, AND WATTLES. / ° oo� eP \ , / — — \ \ R \ I I \ \ \ ICat2d-t0 TO of 0 e
/ \ 0.951 Acres g
5. SEED
BELOW. AND OR LANDSCAPE ALL DISTURBED AREAS AS NOTED /� / / \ I \ X A I \
/ 1 I I ISEE A \ \
\ \ STREAM G ROSS N # \ 1 \ 1\ � / 1.6 AC S
DETAIL FOR STORMSO' �D I \ \ CA -5\
Viso' \ 1 � DRAIN INSTALLATION , - / Common Area & I \
C� fslte Se tic 0:
RIF-RAP OUTLET \\ I cc \ sements'
SIZE: d5Q loll
\ 1 , \ _ _ _ O , /40,972,5
C \ \ \ �2 x5TRE x24 D _ — — _ — _ /
Commo \I \ \ 41340 �F / 0.94 Acres / /,/ Approximate Locati n of��
/
X/ /00site S \ ` ///#////' pp n QP user e / , \ 1 \ I - - - - _ _ 0.944 Acres / / / / , -Rood Zone AE th
/ 48,59 CP / / / \ \ \ \ \ - # 1% Annual Chance (Flood
cr
- / 115/AI / / \ \ 1 \ � � �� /
- - - - w 20 \ \ 25 \ \ / / / / / (100 -Year Flood) p6r FIRM
/ HA ON / � /
�B 18 PG 3° N\ 40 732 SF \ \ - _ / / / / / No. 37107808003, �ated
&34- - — , , , � / o -- \ 021 1 .935 Acres \ _ \ /
`� 1 �1 #I I \ � � _ _ / / / / / June 18, 2007 i
N ° Z
I
/ fi \ 1 I
noVA
g, CA -6
\
42,479 SFS �� i I MJ / Common Area &- - 42-, 99 S
- 0.975�Acres ten` . Offsite tic 2e 0.971 Acres
\ _ PHASE PTE �,�� oEas ments,- �PB 18 SPG. 84� 1 I / 40, 57 F / -' Treeline /
1 I \ �' / / / (` \ Ilm 0.93 Alpres / / / / / existing /
5�4Cr / \ ' / y I 1 \ rn \ \ / / - - _ _ _ _-G y. /\ `'o`��N EsSRo� °
,p
/# `\ / i / I / I 1\ \ / / // ' --- —�_
\�, >_ - _ 05 �' _I SEAL
z \� \ / rcel o. 0166267 10727I -j _
\� ----�� Jer my Page ?o F o
GINE
-Arriy Paage ,�''�p�s z CSP..,,.
roximate Location of y �� T� ` - _ _ DB 6271, -PG 1-516
(Flood Zone "AF the Zoned: RS -40
I _ /
1% Annual Chance Flood Y Use: SFR
\ / I (100 -Year Flood) per FIRM_ •
M RGH 4, 2016
No. 37107808001, Dated
June 18, 2007 _ _ - - - - -/f
I
Flood ll P In aid 0 ewbpace / Graphic Scale
lhedicat�ed o Town o ipk Ridge / 60 30 0 60 120
/ Acr / \ -
1 inch = 60 feet
co1*rn2
tp0
LEGEND
13600009
00
O
UP •
UTILITY POLE
PLAT INFORMATION
LP •
LIGHT POLEC/L
C/L •
B/L •
NTS •
EIP •
EIR •
NIR •
R/W .
DE .
CENTERLINE
BUILDING LINE
NOT TO SCALE
EXISTING IRON PIPE
EXISTING IRON ROD
NEW IRON ROD
RIGHT OF WAY
DRAINAGE EASEMENT
ZONING DISTRICT AG (RS -40 Proposed)
ACREAGE IN TOTAL TRACT 49.345± Acres (Per Deed)
DEED REFERENCE(s) Deed Book 7520, Page 226
N
TAX PARCEL NUMBER 166280
N
zo
SDE •
PT •
SIGHT DISTANCE EASEMENT
POINT (NO MONUMENT SET)
TOTAL NUMBER OF LOTS 31 Building Lots
X
o
RCP .
SPL •
ESM'T.
OSSE .
PSSAME •
Q .
• •
REINFORCED CONCRETE PIPE
SPECIAL PURPOSE LOT
EASEMENT
OFF SITE SEPTIC EASEMENT
PRIVATE SANITARY SEWER ACCESS and
MAINTENANCE EASEMENT
PROPERTY CORNER
EASEMENT CORNER
LINES NOT SURVEYED
ACREAGE IN NEW R/W DEDICATION 4.528 ± Acres
LINEAR FT. OF NEW STREETS 2736'±
WATER PRIVATE WELL
SEWER PRIVATE SEPTIC
REQUIRED FRONT SETBACK 40'
REQUITED SIDE SETBACK 15'
L0
��
00
FENCE
OVERHEAD UTILITIES
REQUIRED REAR SETBACK 30'
GENERAL SITE NOTES:
1. A portion of this tract is located within a Flood Zone, refer to FIRM Community
Panel No. 37107808003, Dated June 18, 2007.
2. No portion of this tract is located within a designated Watershed.
3. All the necessary approvals have been (will be) obtained from State and Corps
for any wetland disturbance and/or stream crossing disturbance.
4. This site is located within the Cape Fear River Basin.
TREE COVERAGE/ PRESERVATION NOTE:
1. Required tree coverage/preservation area is 20% of the site.
2. 48.932 Acres (outside R/W) x 20% = 9.786 Acres (Required).
3. Total tree coverage/ preservation area provided: 10.248 Acres (20.9%).
4. See Sheet Two for Tree Preservation details.
THE OWNER IS RESPONSIBLE FOR OBTAINING ALL 1 I Haw River Road
PERMITS FOR DISTURBANGES TO JURISDIGTIONAL Parcel No. 0166667 _ CA -2
STREAM FEATURES AND ANY KNOWN OR POTENTIAL
IMPAGTS TO WETLAND AREAS. -Common Linville Oaks / / �mmon Area & I I r
3�0" `
Linville Oaks Drive
\ \ Homeowners Association // / Offsite Septic /
\ \ DB 6101 PG 2961 / /// _ Easements \ /�i�
�
Common Elements, Linville Oaks �/i - - , \ 5.014 Atms y
PB 153, PGS. 15-19/� / // _ - - # ��/ I\ \\ TE
CD
Parcel No. 0166645 \ \ \\ Zoned: CU -RS -40///
eM \ / J\ Linville Ridge Drive
co Harold L. Wilkes & J Use: Vacant �o // / // / h \
/j Tree Pre rvation-Are \ Hollow River Drive
i Delores R. Wilk -es \ \ / //, / / // \ \ 1
z - DB 7017 - 607 \ ` \ \ // / /i / / \ \ rain e \ t)
\
0°\ \ / /
6 - - -Lot-No. 35, Linville Oaks 0.734± Cres \ \\ \
Ln
1 // \ \ \ \
Z 1 \ PB 153, P-. 17 \\ — \ ( \ �\ \ \� \ \ `\\ \ \ �� \\\ \\ \\ \ \ \\ VICINITY MAP (Not to Scale)
Parcel I No. 0166646 Zoned: CU -RS -40 \ \ \ \ \ \ \ \ \ \ u R 42 \ \ / \ \\ \\\\ IM GTS
JefferyIS. Williams,& Use: SFR ZON \#I = 4,406 5Q.
\
FT. VICINITY MAP
\ \ Sharlon Williams ONE 2 = 2,063 SQ. F
\ O \ \ NOT TO SCALE
\ \ \\ ADB 7049, PG 1512 \\ \\ �\ \ 3 \ \\ \ \\� o,
aro('1111\ \\ \\ \ \
Pcel N . 6667 \ \\ \Lot No. 36, Lipville Oaks \ \
Linville -Oaks \ \ _ , - \
7 \ \ �\B 153, P�.�17 _ -
downers Assoclatian \ - - \�
6\1p1, �G\ 96 \ \ honed: CU -RS -40 q) o \ \ ti
\ \ \\ / \-rQ� \ �o � O � HEA ALL
� \ \ Use: SFR
\ s� I
i I II I \Comi)\I�n\Elo,\egts, \Lihville\O\aks \\\\ \\ _y ��
P� PCs�15-1\9 0
Zo�ed:\CJ-RS-0\ 4 s0
\ \ \ \ \ \
\
SF�-\�
9
I I I sle:IVacant \ \ \ \ \ \ / e55� F\o�g ?
I I I I I I \\ \ \ \ \ \ ` \ PCS' m 1 o,4ea ,�0� \ \0.921 Acres \ \ \ \ 3 \
I I I I I \ \ \ I C_X0 we I �� 41,850 S # \
DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PREL I M I NARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOGIATES, ING., P.A.
I \ I I I -70.961 Acres
GROUND STABILIZATION TIMEFRAMES 0kVoSHALE DmNAGEA�\RE �L�0
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS # \ \ \ \
SEE� TEM—
PORAR��
PERIMETER DIKES, SWALES, DITCHES 7 DAYS NONE
I I \ I I ( \ \ \ \ \ \ \ \ \ � \ a(re' \ � STREAM GROSSING
AND SLOPES
�� O / \ \ / \ B \ -DETAIL, FOR STORM
HIGH QUALITY WATERS (HQW) ZONES 7 DAYS NONE ' / I \ I I I I I I \ \ \ \ \ \ I I \ / / / \\ 1 .• \ \ \ \ DRAIN INrstTALLATION
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS
IN LENGTH AND ARE NOT I I \ I I I I \ \ \ \ 41 850 SF
STEEPER THAN 2:1, 14 DAYS I I \I I I \ \ Tree, Preservation Area �¢ .dam
ARE ALLOWED. I I I I v I \ \ �.116± Acrgs \\ \ 0.961 Acres 0<"\ #
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER I I I I I \ \ \ \ \ \ \
THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES 14 DAYS NONE, EXCEPT FOR PERIMETERS I I I \ \ \ \ \ I 1 �g \ / \ Gj / / v ` / y6x5o / / TIS
FLATTER THAN 4:1 AND HQW ZONES
,879 SF\ 42,815 SF
X0.983 Acres
10.961 Acres ---\ a _ / �� /jam � e � a(/0
Comr`ibn Area \ \ �I o o = 1 rn \ ,p / \ �#
ffsit Sept. \ \ \ i /�- I -�a�0- �p 25ko�_ i / / / I
p \ \ 1 / O1 1 tv I \ g� �� / / SIZE: d50 4" I / 111 ommb 4Are \ \ \\
GLAD 55 =
Ease ent \ — —\� �/ k50 ��i / /� / O / \\
20,42 SF I \
PHASE I 1 91,751'S \ �/ / / O 3 \ fix/ / � \ — '/ ,�� /� i / / / / / 5 >�5.75 xl D 1 - �O I I 1\ \ .469 A ices \ 1 \
EROSION CONTROL NOTES: 1 / — — 2a**e° /° / r 3 a \ ` 1
I. TOTAL AREA = 15.3± ACRES 2.106 Acr / _ �' N _ p �%° / �� / // / 40,040 SF / I I �� 1 1 # \ \
2. TOTAL DISTURBED AREA = 2.55± AGRES #6628 / �° I rn rn �� \ - 23° \ ; �� / / / 0.9,16 Acres /� 19 I �y \
3. SOILS: A B,A G,Cr_B,CcC, (GLASS B), Hh (GLASS D) / / 3 \ / R \ — (0 / / # / _ / \ ree Pre�erv.
4. AVERAGE SLOPE: 4%-6% \ /r xoo "�»» R I 1 1. 36±'Acres
p p \PHASE O \ rn / I �� \ i� � i � � / / / / � - � � � I J' \ �► � \
PB 186, PG. _ \ \ \ // / \ - - - _ \ �. �� / / / / / / 40,300 S I A s
GONSTRUGTION SEQUENGE: — _ �� / / / / \ I \ �� — \ o v' / / / / 0.925 Aures �X _y 1 \
\ k5° �� N . �� 40 107r F / / - r�
I. OBTAIN GRADING PERMIT BUFFER #I IN�PAGTS / / / \ I �/ — — -22 0000
�� _ ' / / / /-7\ Q\ \
2. GLEAR ROADWAY. NE #1 = 3,67 SQ. F . / +E D LL / 1 \ I — O �1 0.9211 Acres / - / of \ \
3. INSTALL SEDIMENT FENGES AT 48" RGP. INSTALL SKIMMER ZO E #2 = I, -f07\ SQ. F / / 22k0� �C Y 2 � i
BASINS I, 2, 6, AND 7. CONTACT THE EROSION CONTROL
sI I\
�NSPEGTOR BEFORE STREAM 1S DISTURBED TO INSPEGT �DEVIGES. 0 /G / \ \
0`
3. INSTALL ENDHALLS, 48" RGP, AND RIP -RAP OUTLET. GRADE / / I
STREAM GROSSING. SEED IMMEDIATELY. ✓ \ I II �° I /i �\ \ / // / / / 3�
2. INSTALL REMAINING SEDIMENT FENGES AND SKIMMER BASINS.
3. GRADE SITE. INSTALL STORM DRAIN PIPE WITH OUTLET / I v 2� -3. Trge Preservation Area
PROTEGTION. Y lc \
4 INSTALL EXGELSIOR MATTING SHALE PROTEGTION ON ALL �/ / I I I 2°k \ ���0 \ �� \ r �s�' _ JI I I 1 \ \ \ 1.736* Acres
SHALES, EXGEPT SHALE #7, HHIGH REQUIRES SYNTHETIC / / / / / I 1 . - oT \ P -41407 SF Flood Plana Ope pace
MATTING, AND WATTLES. / ° oo� eP \ , / — — \ \ R \ I I \ \ \ ICat2d-t0 TO of 0 e
/ \ 0.951 Acres g
5. SEED
BELOW. AND OR LANDSCAPE ALL DISTURBED AREAS AS NOTED /� / / \ I \ X A I \
/ 1 I I ISEE A \ \
\ \ STREAM G ROSS N # \ 1 \ 1\ � / 1.6 AC S
DETAIL FOR STORMSO' �D I \ \ CA -5\
Viso' \ 1 � DRAIN INSTALLATION , - / Common Area & I \
C� fslte Se tic 0:
RIF-RAP OUTLET \\ I cc \ sements'
SIZE: d5Q loll
\ 1 , \ _ _ _ O , /40,972,5
C \ \ \ �2 x5TRE x24 D _ — — _ — _ /
Commo \I \ \ 41340 �F / 0.94 Acres / /,/ Approximate Locati n of��
/
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/ 48,59 CP / / / \ \ \ \ \ - # 1% Annual Chance (Flood
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- / 115/AI / / \ \ 1 \ � � �� /
- - - - w 20 \ \ 25 \ \ / / / / / (100 -Year Flood) p6r FIRM
/ HA ON / � /
�B 18 PG 3° N\ 40 732 SF \ \ - _ / / / / / No. 37107808003, �ated
&34- - — , , , � / o -- \ 021 1 .935 Acres \ _ \ /
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1 I \ �' / / / (` \ Ilm 0.93 Alpres / / / / / existing /
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M RGH 4, 2016
No. 37107808001, Dated
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DESIGNERS' NOTE
Parcel No. 0166667
Linville Oaks
BOUNDARY, TOPOGRAPHIC
INFORMATION, AND PRELIMINARY Homeowners Association /
SUBDIVISION DESIGN PREPARED BY DB 6101, PG 2961
LAND SOLUTIONS. o Common Elements, Linville Oaks/
EROSION CONTROL AND PROFILES k \ ,
PREPARED BY HUGH GREED W o \\ PB 153 PGs. 15-19 /
L Parcel No. 0166645
ASSOCIATES, INC., P.A. Zoned: CU -RS -40/
o Harold L. Wilkes & Use: Vacant 2°
z Delores R. Wilkes \\ T
LnDB 7017PG 607 /
' / 0
z Lot No. 35, Linville Oaks /
PB 153, PG. 17
Parcel No. 0166646 Zoned: CU -RS -40 /
Jeffery S. Williams & Use: SFR
Sharon Williams
DB 7049, PG 1512 ��
Parcel No. 0166667 Lot No. 36, Linville Oaks q
Linville Oaks PB 153 PG. 17 7 o`er
Homeowners Association
Zoned: CU -RS -40
DB 6101, PG 2961 Use: SFR
Common Elements, Linville Oaks \� / 10 sy
PB 153, PGs. 15-19 ` T-
Zoned: CU -RS -40
° Use: Vacant � eSS� P�or� 9 SF -A��� Po e'ea �Ol 0.921 Acres
S ? 41,850 SF #
�� 2� e ��'Cob�,o'�N°�c,-'�°�� 0.961 Acres
SPM eaC QCs• # P
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41,850 SF
Tree Preservation Area 0.961 Acres
1.116f Acres # ��dg
A NIP
C / x50
x 41,879 SF
0.961 Acres'
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ffsite Sept' N 13
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0 Ln 0 91,751 S M o i / s
C to 2.106 Acr rn , / 2^` p �1 ° 40,040 SF
a� #6628 rn z rn N 23x5° 4 0.919 Acre
o PHASED rnn�/ �� //R �� 21 #
v 3 PB 186,
a) G. / / �, ,°X,o p (o
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� -O 40,107 SF
BUFFER #1 IMPACTS 2�' '
o N NE #1 = 3,6-13 50. F HEADWALL �/ 2 Oo �/ / 2 ���. (j
0.921 Acres
0 = Zo E #2 = 1,707 SQ.\y p �, % #
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# 411407 SF Fo R
/ o
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/ SEE TEMPORARY # A
STREAM GROSSING
DETAIL FOR STORM 350'R4°
a
DRAIN INSTALLATION 5'D
E�p RIP -RAP OUTLET
o C / / , / 51ZE: d50 = 10" \ /
o / gx°o / oM� GLASS = #I \ / 22
-0 UCA- 32'xSTREAMx24"D ���///
Ln Common ea &
w /x� / / Offsite S tic 41,140 SF
Ln 0 1� Easeme 0.944 Acres
/ / 48,569 S #
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o ' / PB 18 , PG. �o �'� N 40,732 SF
�� 0 N .935 Acres
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\ 0.975 Acres m �` Offsite Septic p 0.971 Acres s�
PHASE ONE ���� I La
Easements #
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\PB 186, PG. 84 ( rn Tref
\ z 0.933 Acres Existing
�� X27 # /-
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ro a)°E Je"remy Page &
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- q Flood Zone "AE" the Zoned: RS -40
0 0
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1v (° i
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" J No. 3710780800J, Dated
o I June 18, 2007 i
N /
.o Flood P in and O erpace /
a o Dedicated o Town o Qak Ridge
Acres
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A
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nuuiLivi iui r N �
. i I II '� \�, \� i Information o v N � U
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CA -2 I I N I I \ \\ / Linville Oaks Drive O O C) rD O
Common Area & 300• I I phi Ii II Ii ��\ �\\�� i/ a p 0
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p I I I ,\ \ k i 66
Easements �� ; ; I ; \ a� o M M
TE O 70 J N
5.014 Acres h I
I I I I I \\\ \� fu X E O U
I I I I I Linville Ridge Drive O N
Hollow River Drive
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ree Pre rvation Are / I\ �\ ��., �' z 00
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.7341 Cres •Q \\ 11 VICINITY MAP (Not to Scale) Q O o o M
-----
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40,298 SF III ~
VICINITY MAP
UFFER #2 IMPACTS 00 Acres �h��I� o
ZONE #I = 4 406 SQ. FT. NOT TO SCALE
I � o Ln
ZONE #2 = 2,063 SQ. F # 12 Iii �,I,, ( oN a
�o �►nville Ridge pr.
50' public Raw Drive 44,203 SF
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42,815 SF OWNER/DEVELOPER:
�7 L I NV I LLE OAKRI DOE, LLG
0.983 Acres v — - / A NG LIMITED LIABILITY 00.
# 243 5. MARSHALL 5T.
40,917 SF \ WIN5TON-5ALEM NG 27101
RIP -RAP OUTLET
SIZE: d50 = 4" CA 4 CD 0.939 Acres � \ REP: MR. GONWAY THRASHER
GLASS = A �, Commo Are # \ TELE: 336-3a2-2770
5'x3.75'xl2"D O -pO 20,42 SF \ \"ON MUST �041k,33A0.469 res /��JG ��ZLITY o o oT
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M 44,758 SF Q o D M
0.925 Acres 7� �� 1.028 Acres y
# rn3� 42,043 SF
0.965 Acres #
�o # BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
30 I
o
Tree Preservation Area 20 -
1.736f Acres CA -3
Flood Plana Ope pace /
Common Area & ,�
Dedicated to To of Oa ge offsite SepticDrainage & Stream Z
1.6 AC s Easements Buffer Esm't
CA -5 '� - 12,170 SF / J
-�\ 0.279 Acres -/� O d
Common Area & , "�tios '�` �ard v�` !��� # I 0
`\ rP - U Q
Offsite Septic �a / <10 i �"� O
Easements \� e desOrdi drL / I �"� H O
40,972 SF ' . _ �v-�-� 9e d� �S 101 �01U. i W LJ
0.941 Acres
,� Approximate Locati n of�� �/'F�� �' ' � � � � �
# Q a
/ Flood Zone "AE" th Q � = Q —! r< W
1% Annual Chance (Flood INSTALL SANDBAGS DEWATERING NOTES: Q U
TO STOP FLOW N PIPE 1. PRIOR TO INSTALLATION OF O O
(100 -Year Flood) per FIRM HEADWALL PUMP SANDBAGS, CONTRACTOR TO V
' No. 37107804'ated ENSURE ALL MATERIALS ARE ON -
300j, W �/ v O
R�W _ _ _ WEATHER CONDITIONS SHOSITE AND READY FOR ULD ABEOA LL '
N.
June 18, 2007 I MINIMUM OF FIVE DAYS AFTER ANY w Q
1 I o RAIN EVENT AND NO FORECAST OF O
z �0 RAIN FOR 48 -HOURS AFTER � H
EOP Q �- INSTALLATION BEGINS. TOTAL � = z Q
INSTALLATION TIME SHOULD BE LESS � r ^
a THAN EIGHT HOURS. V7/ �
CL _ a 2. INSTALL SANDBAGS TO DEWATER W Z L W W
/ STREET p z CONSTRUCTION AREA. �'
3. INSTALL PUMP AND DEWATERING
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w RIP -RAP OUTLET WITH TOP AT O H
ne o EXISTING STREAMBED LEVEL. ,�/ m
INSTALL TEMPORARY STONE DAM LL �w
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8Q 0 -00 �✓�.� �`�ly y NSTALPUMPILATION.ING STORM DRAIN
RIP -RAP 6. CUT DITCH FOR STORM DRAIN PIPE Q Z
OUTLET O
PIITH BACKHOE. LAY PE ONE FOOT BELOW OSTREAMBIED ��� ,CA�10/
AND INSTALL ENDWALL. • / �.
p FESS/p �. • r
7. IMMEDIATELY REMOVE SANDBAGS TO ; = Q�p < .9 � W
TEMP .
DIVERT FLOW THROUGH STORM
DAMSTODRAIN PIPE. SPREAD OUT STONE SEAL
DAM KEEPING RIP -RAP OUTLET _ 0727 - Q
LEVEL WITH EXISTING O
HEADWALL PLAN VIEW STREAMBEAD. ;�0 F p=er
8. SEED CONSTRUCTION SITE AS NEEDED.
SANDBAGS PUMP OUTLET Z.
TEMP. "88rlr1
INLET PIPE STONE
DEWATERING PIPE DAM STREAM
BANK
STREAM PROJECT No. 13600009
48" STORM DRAIN BED MARC 4, 2016
SIDE VIEW DRAWING No. 13600009
TEMPORAR)" STREAM 60 30 Graphic Scale60 120 DRAWN By LRE
CRO551 NO FOR DATE 7/10/2013
STORM DRAIN INSTALLATION 1 inch = 60 feet
NO SCALE SHEET NO. 3 OF 7

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STREAM GROSS I NCC \ � 33Xs° \ ��
DETAIL FOR STORM BLDG \
DRAIN INSTALLATION L) \
`17
,cx°° 2S R
18
+�
6� GL CURVE DATA
c D = 6802540" _
\ GHD = 337.37' — —
ARG = 358.2Q' —
\ RAD = 300.00' i
\
CA -4
MON AR A &
8011111111111111111111111111111
28+00 29+00 30+00 31+00
K9IM1T11
— J.7
_�i 33 ono
50'RIGHT OF WAY
20' PAVEMENTSHOULDER SHOULDER DITCH
6'6' —5'—I/4" PER FTI" PER -FTI"PER FT
2" SFQ.5A HOT MIXASPHALT TERRAIN MAX. SLOPE
(AVC. RATE OF 220 LBS/SY FOR I LEVEL 2 1
2" LIFT OR 110 LBS/5Y FOR 2 1" LIFTS) ROLLING 2 1
10" ABG (GOMPAGTED) HILLY 1-1/2 1
TYf'1GAL ROAD S GTION
LOCAL RESIDENTIAL ROAD
NTS
DESIGNERS'NOTE
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PRELIMINARYSUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION GONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOGIATES, ING., P.A.
35+00 36+00
SCALE: 1"=40' HORIZ.
1"=4'VERT.
Haw River Road
rLinville Oaks Drive
Linville Ridge Drive
Hollow River Drive
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV DATE DESCRIPTIONIII7/10/13 RELEASED FOR REVIEW
HUGH CREED ASSOCIATES, INC., P.A.
CONSULTING ENGINEERS & LAND SURVEYORS
P.O. BOX 9623 PHONE: [phone]
1306 W. WENDOVER AVE. OR 336 275-8084
GREENSBORO, N.C. 27408 FAX: [phone]
FIRM LICENSE #C-0551 E–MAIL° HCAOTRIADBIZ,RR.COM
CARESS/7E10727
�F0Z.
SEPTE BER 24, 2015
OWNER/DEVELOPER:
COMBS, INC.
c/o KEVAN COMBS
P.O. BOX 790
OAK RIDGE, NC 27310
Ph.336-686-3279
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NOT FORo) TRUCTION
"$J\S�ILITYRO()Q��o°°"o
Q LU rny
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
LOCATION
LINVILLE RIDGE
840 PHASE III
LINVILLE ROAD
OAK RIDGE TOWNSHIP, GUILFORD COUNTY
NORTH CAROLINA
TITLE
LINVILLE RIDGE
DRIVE
STA. 28+50 — 35+00
830PROJECT NO. 13600009
DATE: 6/25/13SCALE: 1"=40'DRAWN BY: LRECHECKED BY: LRE���O�GjSHEET%�OOt��'7 of / Telephone: [phone]
-`820 www.landsolutionsofnc.com
LAND Fax: [phone]
SOLUTIONS Firm License: P-1190
LANG SURVEYING, DESIGN AND PLANNING
.�
8011111111111111111111111111111
28+00 29+00 30+00 31+00
K9IM1T11
— J.7
_�i 33 ono
50'RIGHT OF WAY
20' PAVEMENTSHOULDER SHOULDER DITCH
6'6' —5'—I/4" PER FTI" PER -FTI"PER FT
2" SFQ.5A HOT MIXASPHALT TERRAIN MAX. SLOPE
(AVC. RATE OF 220 LBS/SY FOR I LEVEL 2 1
2" LIFT OR 110 LBS/5Y FOR 2 1" LIFTS) ROLLING 2 1
10" ABG (GOMPAGTED) HILLY 1-1/2 1
TYf'1GAL ROAD S GTION
LOCAL RESIDENTIAL ROAD
NTS
DESIGNERS'NOTE
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PRELIMINARYSUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION GONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOGIATES, ING., P.A.
35+00 36+00
SCALE: 1"=40' HORIZ.
1"=4'VERT.
Haw River Road
rLinville Oaks Drive
Linville Ridge Drive
Hollow River Drive
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV DATE DESCRIPTIONIII7/10/13 RELEASED FOR REVIEW
HUGH CREED ASSOCIATES, INC., P.A.
CONSULTING ENGINEERS & LAND SURVEYORS
P.O. BOX 9623 PHONE: [phone]
1306 W. WENDOVER AVE. OR 336 275-8084
GREENSBORO, N.C. 27408 FAX: [phone]
FIRM LICENSE #C-0551 E–MAIL° HCAOTRIADBIZ,RR.COM
CARESS/7E10727
�F0Z.
SEPTE BER 24, 2015
OWNER/DEVELOPER:
COMBS, INC.
c/o KEVAN COMBS
P.O. BOX 790
OAK RIDGE, NC 27310
Ph.336-686-3279
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NOT FORo) TRUCTION
"$J\S�ILITYRO()Q��o°°"o
Q LU rny
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
LOCATION
LINVILLE RIDGE
840 PHASE III
LINVILLE ROAD
OAK RIDGE TOWNSHIP, GUILFORD COUNTY
NORTH CAROLINA
TITLE
LINVILLE RIDGE
DRIVE
STA. 28+50 — 35+00
830PROJECT NO. 13600009
DATE: 6/25/13SCALE: 1"=40'DRAWN BY: LRECHECKED BY: LRE���O�GjSHEET%�OOt��'7 of / Telephone: [phone]
-`820 www.landsolutionsofnc.com
LAND Fax: [phone]
SOLUTIONS Firm License: P-1190
LANG SURVEYING, DESIGN AND PLANNING

Crossing 2, looking upstream from culvert
Crossing 2, looking at upstream invert

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