20151089 Ver 1_More Info Received_20151229

Strickland, Bev
From:Hugh Creed Associates, Inc, PA <[e-mail]>
Sent:Tuesday, December 29, 2015 4:26 PM
To:Strickland, Bev
Subject:Re: RE: FW: DWR#151089- Linville Ridge Ph I and II
Attachments:Linville Ridge 2015-12-28.pdf; Linville Ridge PCN 2015-12-28.pdf
Ms. Strickland,
Attached is a set of revised drawings and the revised PCN for Linville Ridge Ph 2 and 3 for review and
comment. Please let me know what additional information you need. I will send 3 sets of hard copies in the
mail.
Thank you,
Mary Smith
Hugh Creed Associates, Inc., PA
336.275.9826
336.275.3379 (fax)
[e-mail]
===============================================================================
==============================================================
This e-mail, including attachments, contains information that is confidential and may be legally
privileged. This e-mail, including attachments, constitutes non-public information intended to be conveyed
only to the designated recipient(s). If you are not an intended recipient, please delete this e-mail, including
attachments, and notify me. The unauthorized use, dissemination, distribution or reproduction of this e-mail,
including attachments, is prohibited and may be unlawful.
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On 10/23/2015 8:49 AM, Strickland, Bev wrote:

Thank you

Beverly J Strickland

Beverly Strickland

Laserfiche Administrator

Division of Water Resources

Department of Environmental Quality

919-707-8789 Office

Physical: Suite 1219G, 512 N Salisbury, Raleigh, NC 27604

Mailing: Mail Service Center 1617, Raleigh, NC 27699-1617

[e-mail]

1

Email correspondence to and from this address is subject to the

North Carolina Public Records Law and may be disclosed to third parties.

From: Hugh Creed Associates, Inc, PA \[mailto:[e-mail]\]
Sent: Friday, October 23, 2015 8:46 AM
To: Strickland, Bev <[e-mail]>
Cc: Chris Rohrer <[e-mail]>

Subject: Re: FW: DWR#151089- Linville Ridge Ph I and II

Ms. Strickland,
Attached is a set of the Linville Ridge Phases 2 and 3 plans, (not 1 and 2) as requested.
Respectfully,
Norris Z. Clayton
Hugh Creed Associates, Inc., PA
336.275.9826
336.275.3379 (fax)
[e-mail]
=====================================================================
=====================================================================
===
This e-mail, including attachments, contains information that is confidential and may be legally
privileged. This e-mail, including attachments, constitutes non-public information intended to be
conveyed only to the designated recipient(s). If you are not an intended recipient, please delete
this e-mail, including attachments, and notify me. The unauthorized use, dissemination,
distribution or reproduction of this e-mail, including attachments, is prohibited and may be
unlawful.
=====================================================================
=========================
On 10/22/2015 11:10 AM, Christopher Rohrer wrote:
Norris / Mary: See below from Mrs. Strickland. Can you handle this? Please let me

know.

On another note, I cannot find paperwork where the actual stream investigation took
place (I was actually out there with him). I have contacted Bill Bruce, to see if he can

provide me with some documentation from the review. Thanks.

Christopher M. Rohrer, PLS

336.605.0328

From: kevancombscustomhomes \[mailto:[e-mail]\]
Sent: Thursday, October 22, 2015 10:45 AM
To: Christopher Rohrer <[e-mail]>

Subject: Fwd: DWR#151089- Linville Ridge Ph I and II
2

Sent via the Samsung Galaxy S® 5 ACTIVE™, an AT&T 4G LTE smartphone

-------- Original message --------
From: "Strickland, Bev" <[e-mail]>
Date:10/22/2015 8:07 AM (GMT-05:00)
To: [e-mail]
Cc:
Subject: DWR#151089- Linville Ridge Ph I and II
Mr. Combs,

Please send me a pdf copy of the large maps submitted with the above project.

Below is a link to the project file for the above mentioned project.

http://its.enr.state.nc.us/Weblink8/0/fol/315640/Row1.aspx

Bev

Beverly J Strickland

Beverly Strickland

Laserfiche Administrator

Division of Water Resources

Department of Environmental Quality

919-707-8789 Office

3

Physical: Suite 1219G, 512 N Salisbury, Raleigh, NC 27604

Mailing: Mail Service Center 1617, Raleigh, NC 27699-1617

[e-mail]

Email correspondence to and from this address is subject to the

North Carolina Public Records Law and may be disclosed to third parties.

4

LEGEND
UP •
UTILITY POLE
BEARING
LP •
LIGHT POLE
N54024'05"E
C/L •
CENTERLINE
N73026'48"E
B/L •
BUILDING LINE
N65020'10"E
NTS •
NOT TO SCALE
N
EIP •
EXISTING IRON PIPE
o
EIR •
EXISTING IRON ROD
S00046'16"E
NIR •
NEW IRON ROD
S15027'06"E
R/W •
RIGHT OF WAY
p
DE •
DRAINAGE EASEMENT
Q
SDE •
SIGHT DISTANCE EASEMENT
H L
PT •
POINT (NO MONUMENT SET)
_
RCP •
REINFORCED CONCRETE PIPE
N59058'05"E
SPL •
SPECIAL PURPOSE LOT
z
ESM'T •
EASEMENT
Z
OSSE•
OFF SITE SEPTIC EASEMENT
N73007'00"E
PSSAM E •
PRIVATE SANITARY SEWER ACCESS and
L
L17
MAINTENANCE EASEMENT
( _7
•
PROPERTY CORNER
Z
•
EASEMENT CORNER
S81027'40"E
- - -
- - LINES NOT SURVEYED
S00059'04"E
L21
FENCE
N54024'05"E
L22
OVERHEAD UTILITIES
N65020'10"E
0
C:
0
CL
0
U
a�
Q
0
Ii
ra
c
m
3
C
C
rn
nz
Q
U�
U C
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is
0- c
� J
00
C
LA 0C
c E
axi n
C
o v
oA
QS
N O
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C >
O to
C C
� T
o�
c 0
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0 o
C �
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a) a
a�
a) o`
-0
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0-0
c o
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m�
ta)
�
�E
LINE TABLE
LINE
LENGTH
BEARING
Ll
11.72
N54024'05"E
L2
20.20
N73026'48"E
L3
39.06
N65020'10"E
L4
41.96
N50020'44"E
L5
29.74
S89020'43"E
L6
254.76
S00046'16"E
L7
30.84
S15027'06"E
L8
76.09
N87029'23"E
L9
22.75
N73004'35"E
L10
29.37
N85046'11"E
Lll
74.49
N64012'49"E
L12
66.44
N59058'05"E
L13
11.78
N00039'17"E
L14
22.00
S16055'25"E
L15
21.17
N73007'00"E
L16
30.00
S85021'54"W
L17
86.14
N05021'20"W
L18
474.10
N00045'54"W
L19
30.55
S81027'40"E
L20
131.93
S00059'04"E
L21
56.22
N54024'05"E
L22
37.81
N65020'10"E
L23
9.63
N46014'10"W
L24
61.65
N46014'10"W
L25
71.28
N46014'10"W
L26
1.28
N65020'10"E
L27
43.06
S78057'08"W
L28
23.94
S20006'28"W
L29
20.00
N65020'10"E
L30
15.00
S86037'34"E
L31
50.31
S86037'34"E
L32
30.39
S11036'10"E
L33
44.36
S11036'10"E
L34
140.57 1
N13006'51"E
L35
29.78
N73004'35"E
L36
51.42
N87029'23"E
L37
129.36
S02030'37"E
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
Cl
47.28
30.00
S45053'50"E
42.54
C2
24.86
275.00
N86021'46"E
24.86
C3
140.97
275.00
N69005'13"E
139.43
C4
62.03
325.00
S59052'07"W
61.93
C5
118.48
325.00
S75046'46"W
117.82
C6
150.99
325.00
N80028'03"W
149.64
C7
118.68
325.00
N56041'50"W
118.02
C8
21.03
25.00
S70019'51"E
20.41
C9
50.82
50.00
N65018'24"W
48.66
C10
52.36
50.00
N06011'16"W
50.00
Cll
52.36
50.00
N53048'44"E
50.00
C12
52.36
50.00
S66011'16"E
50.00
C13
33.28
50.00
S17007'02"E
32.67
C14
21.03
25.00
N22008'29"W
20.41
C15
9.83
275.00
N47015'35"W
9.83
C16
318.60
275.00
N81028'25"W
301.08
C17
39.27
25.00
S20020'10"W
35.36
C18
21.03
25.00
S48045'31"E
20.41
C19
68.23
50.00
N33045'31"W
63.06
C20
52.36
50.00
N35020'10"E
50.00
C21
52.36
50.00
S84039'50"E
50.00
C22
68.23
50.00
S15034'09"E
63.06
C23
21.03
25.00
N00°34'09"W
20.41
C24
39.27
25.00
N69°39'50"W
35.36
C25
52.48
275.00
S59°52'07"W
52.40
C26
39.74
325.00
N57054'16"E
39.72
C27
131.63
325.00
N73000'39"E
130.74
C28
24.61
325.00
N86047'01"E
24.61
C29
46.97
30.00
544°06'10"W
42.32
PLAT INFORMATION
ZONING DISTRICT
AG (RS -40 Proposed)
ACREAGE IN TOTAL TRACT
49.345± Acres Per Deed
DEED REFERENCE(s)
Deed Book 7520, Page 226
1
Z Lot No. 35, Linville Oaks
TAX PARCEL NUMBER
166280
TOTAL NUMBER OF LOTS
31 Building Lots
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'
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.
N
Par -el No
Haw River Road 00 E
O
M U O N
C:) V N M U
Ln 4E M Z
Linville Oaks Drive C:) O p d O
o Ln 'a V -
CD c M -q O
M O tp N o
M
TE M J N
O
X o U
Linville Ridge Drive i
rB
N � LL I.L � aj
Hollow River Drive Q) O 0
V
to to
co z ceO
a
VICINITY MAP (Not to Scale) z0 r�
Parcel No. 0166637 _ - O O z x
Edmund J. Treaty &
Dawn M. Treaty
DB 6445, PG 712 Parcel No. 0166665
Lot No. 27, Linville Oaks \ Mark F. Shina & -� Parcel No. Ol 66 632 _ AP z
PB 153, PG. 18 Gary L. Lebby & J ? c0 O
Carol F. Shina / TO L O o 1
Zoned: CU -RS -40 DB 6359, PG 1151 - Kathy R.Lebby o
Use: SFR DB 6198, PG 2689 rr nn z O O
- Lot No. 28a, Linville Oaks uJ [V a
- -� Lot No. 22, Linville Oaks
PB 3Zoned, PG. 18 � \ PB 153, PG. 18
Use: Vacant Zoned: CU -RS -40
/�• /
Parcel No. 0166638 \ \ '2 � � � \ � Use: SFR /
Mark F. Shina & F Qui / / / // cj 00 r- O
3, `\ // Parcel No. 0166631 / p, OD M
Carol F. Shina � � ti i
DB 6359 PG 1151 \u ' John A. Hedin & / Q j,I
/ Lot No. 28, Linville Oaks \ - I-- -- -- - 1 \ \ // Lynette R. Hedin / / a 0 N 04 �` N
PB 153, PG. 18 I---- __--�---- DB 7186, PG 2589 / NMRIPO:An:
�c
Zoned: CU -RS -40
P r-------------� Lot No. 21, Linville Oaks > <
Use: SFR i I i I i I I i i Parcel No. 0166664 �� - PB 153, PG. 18 Z � � Z
Zoned: CU -RS -40 I - cn ,ii o' Z
gyp, Use: SFR 0 O s O
s��i i it �I it l i i �I o ��\ ��_� 3. _ rAF W g a Q w b
F / I I I I I o ) �,•^/ S� 3, I I Parcel No. 0166667 Q Q O
�° i a i ° I Linville Oaks Z d
\ See Above for Common Area & Oss, / Homeowners Associatioi U H CL F_
Z 11 I o \ 4 Additional Parcel Offsite Septic/ DB 6101, PG 2961 O N Z
o II II o�` \ InformationEaseme�s �J F / I ]Common Elements N w d O
Parcel No. 0166667 CA -2 i I I I\ i 1cres / / Linville Oaks Q Z H U
Linville Oaks on Area & - I I I I I rn\� # / PB 153 PGs. 15-19 J LU 0C
Homeowners Association Offsite c I i i i N \\ \ / s, tJ / /Zoned: CU -RS -40 0 Z � - LLJ '"' O
DB 6101 PG 2961 mems o,1 I I I I I \ v
Common Elements Linville Oaks/ I I \ \ J Use: Vacant Lv w a C4 `o LU
LULL
5.014 A yh I u I I \� / / / W C9 w `4 of �/ H
PB 153, PGs. 15-19 # y 1 I I I ee Pre rvation i If Z > v ISL O
Zoned: CU -RS -40 I i I ) ti Area / U � N z z w O Z
Use: Vacant / 0 I ( q 9X12 % = N 99 0) 3 W zLL
Pre atio ea Q� es _ z O w
\ / / rat t) t - ria cces rn / Parcel No. 0166288 j m 3 0° 0
.734f cres .o _ 11 William L. Dixon & = 0 w
\ Tr ' s t ^ Patricia M. Dixon M " w
\ \ SF DB 3533 PG 1889 °- O L`
0.925 Acres Lot No. 10, Forest Creek
�# PB 78, PG. 50
��Invi�ie Ride 1 \ Zoned: RS -40 OWNER/DEVELOPER:
g �ri�� ,203 SF Use: SFR LINVILLE OAKRIDCE, LLG
Linville Oaks PB 153, PG. 17 F \ (pro o c R/W 1.015 Acres \ �/ ANG LIMITED LIABILITY GO.
Homeowners Association \ Zoned: CU -RS -40 / p sed) # i 243 I MARSHALL TY
/ DB 6101, PG 2961 Use: SFR \ / s� 0 ° $ 20' Utility E m t 3 z W I NSTON-SALEM, NG 27101
Common Elements, Linville Oaks � v o
,,,, ,,,/ REP: MR. GONWAY THRASHER
PB 153 PGs. 15-19 \ 0 �` �` \ �'
Zoned: CU -RS -40 ti$ a
SEsR` \o 9 SF 's �"/ 1 43 4 s i TELE: 336 -3a2 -2_n0
Use: Vacant \
IG / oPcc�oJ� 10 y 0.921 A 2U \ #/ / i ZQN MUST
o`er Noy 1al 41,850 s A A % - utiii=,t - / JLC I L I TY �N,c
/ P 0.961 Acres
\ \ 2 SP e� ac y3 �,s• \ # swAL E iNAGE r . 5ETRrIEM
EAM GRo55iNe
�� U DRAIN I FOR 5ToRmN � � �% A
O,BOO
41,850 SF � �'u,R 14 I (�
I \ Tr Pre rva 'on A ea 0.961 Acres Nfc 2�C\J0 / ✓ \ \ \ �'R 4 48 SF I t\ J W Z =
/ 11 Ac �`'P \ �
/ # o� J\\\e�d9 N �� s 981 Acr Q Z r rn
Parcel No. 166652 s, / 7 �\r o Q�b al - _ _ #
/ Adrienne Abrahamsen / ��-15\)
f -
( DB 7035, PG 1255 - 4 87 SF �eR . 42,815 SF � \
GL 5 - S
i 5'x3.i5'xl2'D 7
Lot No. 42 Linville Oaks N 983 Acres
� ? � .n N N 0.9 1 A e5 2 _ �, 1 � �
PB 153, PG. 17 N o S' /� / 19 G BEFORE YOU DIG!
Zoned: CU -RS -40 y CA- _ �' # p�� / �0.• 0,917 SF /
• I Use: Vacant - � � o on A ea _ N w 15 � ,300 F �s 0. 39 Acres
/ I CONTACT ONE -CALL CENTER
Offs Se t' $ 20' 30 20 y v�5 �� 20 / 925 cres �`o zoaz sF \ # 1-800-632-4949
Ease 1 rn n -- �r0 SF �s w #
0. M Acres
�- /
p �"\ co # / � �, ee ation Ara
Drainage = 8
Area E E i r\ c' N rn 44,7 F
- 5.551 pg a� -C 40,102 F _ q?�`� 0 �0 2 Acres
Ac p 0.9 Acres /
Parcel No. 016666 �e o o n # # i
Linville Oaks eowners Association N�
DB 610 2961 � � � 5 � � �
C on Elements, Linville Oaks
B 153, PGs. 15-19 42,625 SF 3, 20 _
Zoned: CU -RS -40 5EE TEMPORARY �, Tree Preservation
0 979 Acres STREAM G 551N6 i Are
Use: Vacant DETAIL FOR roteM 407 SF ` 5�� Flood Pla a Ope pace _ _ CA -3 O
as
DRAIN INSTAL rioNK \ �, -51.736 common ea & Parcel No. 0166287 Q
o
0.95 � cres p ` I \ n Area & / To of 0 ge offsite nage & _ James A. Kinneman & U Q
\ Offsite pttc 1.6 Ac Easem Carol A. Kinneman Z 0
g ( Easem is i�EsMt .279 Are0 SF Buffer Es DB 6639 PG 2164
I � RIP POU E i r°'.uo � � d / i
/ ' SIZE. d =o 2 lo° _ 40,972 F c n #cres Lot No. 9, Forest Creek
N 20' Pedestr' n Access Esm't & 42,625 F z GLA #I
0.979 Ac es ` 52'x5 AMx24"D ` I o- 941 Acr `ao Or i PB ed P S 50 J
i
PSSAME o be Remo d Along / � _
t ear of Lot Nos # 22 # / e _ a�na9e
1 � Zoned: RS -40 H O
(PB 153, 15- 19) \ �� Commo & 25 o and41ti/i \/ - I Use: SFR O � a
3 Offsite S 7 2 SF 41,14 / �Appro ' ate Locati n'Fs�t
3 ase 40, 0.944 Acres / / i Zone"AE"thy Z
/48,5 0935 A` n # ' 1% Annual ChanceFloodI�
1 �o 41,62 F / / 115 Ac 20 # \ / (100 -Year Flood) per FIRM Parcel No. Andrew C. Kampen & I Uj Q U O
A56 Acres
I 40,41 F # 18 PG N / No. 3710780800], dated Cole M. Kampen O (n
\ \ I 0 97 5cres •928 Acre ° June 18, 2007 I DB 7364, PG 1334 H
# # / 26 b " ° r'o "' \ 23 I Lot No. 6, Forest Creek
CA -6 v PB 78, PG. 50 = w
/ / 479 SF , a
Linville Dri o 975Acres q3 Common Area & , 99S Z / a J O 0
\ W j .a Offsit ptic i 0.971 es 3A J ISI
Du PubIIC K/ RASE O Ea ments
r (Proposed) B18 G. 84 V` i c� c�o� 0.93 A 40, 57 SF
\ / 2
es
----
� ,� � 2,49 rn \
�
W #
ti I
�L� i
28
Approximate Location of
43,959 F
\ 1.009 Ac es Flood Zone "AE" the
I ) #11% I1% Annual Chance Flood /
29 / �� (100 -Year Flood) per FIR
\ 3 / 30( I June 371 180200 007, Dated \
41,8 SF I � �
Area Dedicat to I \ ,623 SF / 42,633, F 0.961 A es Flood in a d 0 ace
blit 0.978 Acre 0.979 A4 / �# I
R/W #i # / / / edicat wn o Ridge
16,737 // 0 Ac
I
SF 0.384 I ' c 0N
3
_ / Parcel No. 0166277
\
CA -8 r' - _ Jeffery Hanks &
Oommon Ar ite Susan Hanks
nents
Approximate Location of OUT I P17,829 SF i v and Trail 'M t DB 3900, PG 1823
Flood Zone "AE" N I 0.40 cres v Act Zoned: RS -40
the I Use: SFR
1% Annual Chance \ Parcel No. 0166277
Flood / / Jeffery Hanks &
(100 -Year Flood) per FIRM I , / ( Susan Hanks
No. 37107808003, Dated \ t \ DB 4402, PG 1439 &
June 18, 2007 \ PB 97, PG 78
/ Zoned: RS -40
Use: Vacant
Treeline / Uj ~ ��_L/�
istin
36 °-1 I' -02.q "N
LU
CARO C)
Parcel No. 0166267 . !� / �, W
Jeremy Page & =p Q�OFESS/p �j.� U
Amy Page
DB 6271, PG 1516 SEA L iirrtttJ LU C
Zoned: Rs -40 Z 10727 = : J (D Q
Use: SFR �
0'pp FHGI NEE �� •' O
O
rtttttJ
Q
Graphic Scale
100 50 0 100 200
1 inch = 100 feet
DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOGIATES, ING., P.A.
PROJECT No.
Hared L. Wilkes &
DRAWING No.
Deloros R. Wilkes
DRAWN By
DB 7017, PG 607
1
Z Lot No. 35, Linville Oaks
SHEET
PB 153, I•'G. 17
Parcel No. 0166646
Zoned: CU -PS -40
Jeffery S. Williams &
Use: SFR
Sharon Williams
DB 7049, PG 1512
\
Parcel No. 01666 7 Lot No. 36, Linville Oaks
\
Haw River Road 00 E
O
M U O N
C:) V N M U
Ln 4E M Z
Linville Oaks Drive C:) O p d O
o Ln 'a V -
CD c M -q O
M O tp N o
M
TE M J N
O
X o U
Linville Ridge Drive i
rB
N � LL I.L � aj
Hollow River Drive Q) O 0
V
to to
co z ceO
a
VICINITY MAP (Not to Scale) z0 r�
Parcel No. 0166637 _ - O O z x
Edmund J. Treaty &
Dawn M. Treaty
DB 6445, PG 712 Parcel No. 0166665
Lot No. 27, Linville Oaks \ Mark F. Shina & -� Parcel No. Ol 66 632 _ AP z
PB 153, PG. 18 Gary L. Lebby & J ? c0 O
Carol F. Shina / TO L O o 1
Zoned: CU -RS -40 DB 6359, PG 1151 - Kathy R.Lebby o
Use: SFR DB 6198, PG 2689 rr nn z O O
- Lot No. 28a, Linville Oaks uJ [V a
- -� Lot No. 22, Linville Oaks
PB 3Zoned, PG. 18 � \ PB 153, PG. 18
Use: Vacant Zoned: CU -RS -40
/�• /
Parcel No. 0166638 \ \ '2 � � � \ � Use: SFR /
Mark F. Shina & F Qui / / / // cj 00 r- O
3, `\ // Parcel No. 0166631 / p, OD M
Carol F. Shina � � ti i
DB 6359 PG 1151 \u ' John A. Hedin & / Q j,I
/ Lot No. 28, Linville Oaks \ - I-- -- -- - 1 \ \ // Lynette R. Hedin / / a 0 N 04 �` N
PB 153, PG. 18 I---- __--�---- DB 7186, PG 2589 / NMRIPO:An:
�c
Zoned: CU -RS -40
P r-------------� Lot No. 21, Linville Oaks > <
Use: SFR i I i I i I I i i Parcel No. 0166664 �� - PB 153, PG. 18 Z � � Z
Zoned: CU -RS -40 I - cn ,ii o' Z
gyp, Use: SFR 0 O s O
s��i i it �I it l i i �I o ��\ ��_� 3. _ rAF W g a Q w b
F / I I I I I o ) �,•^/ S� 3, I I Parcel No. 0166667 Q Q O
�° i a i ° I Linville Oaks Z d
\ See Above for Common Area & Oss, / Homeowners Associatioi U H CL F_
Z 11 I o \ 4 Additional Parcel Offsite Septic/ DB 6101, PG 2961 O N Z
o II II o�` \ InformationEaseme�s �J F / I ]Common Elements N w d O
Parcel No. 0166667 CA -2 i I I I\ i 1cres / / Linville Oaks Q Z H U
Linville Oaks on Area & - I I I I I rn\� # / PB 153 PGs. 15-19 J LU 0C
Homeowners Association Offsite c I i i i N \\ \ / s, tJ / /Zoned: CU -RS -40 0 Z � - LLJ '"' O
DB 6101 PG 2961 mems o,1 I I I I I \ v
Common Elements Linville Oaks/ I I \ \ J Use: Vacant Lv w a C4 `o LU
LULL
5.014 A yh I u I I \� / / / W C9 w `4 of �/ H
PB 153, PGs. 15-19 # y 1 I I I ee Pre rvation i If Z > v ISL O
Zoned: CU -RS -40 I i I ) ti Area / U � N z z w O Z
Use: Vacant / 0 I ( q 9X12 % = N 99 0) 3 W zLL
Pre atio ea Q� es _ z O w
\ / / rat t) t - ria cces rn / Parcel No. 0166288 j m 3 0° 0
.734f cres .o _ 11 William L. Dixon & = 0 w
\ Tr ' s t ^ Patricia M. Dixon M " w
\ \ SF DB 3533 PG 1889 °- O L`
0.925 Acres Lot No. 10, Forest Creek
�# PB 78, PG. 50
��Invi�ie Ride 1 \ Zoned: RS -40 OWNER/DEVELOPER:
g �ri�� ,203 SF Use: SFR LINVILLE OAKRIDCE, LLG
Linville Oaks PB 153, PG. 17 F \ (pro o c R/W 1.015 Acres \ �/ ANG LIMITED LIABILITY GO.
Homeowners Association \ Zoned: CU -RS -40 / p sed) # i 243 I MARSHALL TY
/ DB 6101, PG 2961 Use: SFR \ / s� 0 ° $ 20' Utility E m t 3 z W I NSTON-SALEM, NG 27101
Common Elements, Linville Oaks � v o
,,,, ,,,/ REP: MR. GONWAY THRASHER
PB 153 PGs. 15-19 \ 0 �` �` \ �'
Zoned: CU -RS -40 ti$ a
SEsR` \o 9 SF 's �"/ 1 43 4 s i TELE: 336 -3a2 -2_n0
Use: Vacant \
IG / oPcc�oJ� 10 y 0.921 A 2U \ #/ / i ZQN MUST
o`er Noy 1al 41,850 s A A % - utiii=,t - / JLC I L I TY �N,c
/ P 0.961 Acres
\ \ 2 SP e� ac y3 �,s• \ # swAL E iNAGE r . 5ETRrIEM
EAM GRo55iNe
�� U DRAIN I FOR 5ToRmN � � �% A
O,BOO
41,850 SF � �'u,R 14 I (�
I \ Tr Pre rva 'on A ea 0.961 Acres Nfc 2�C\J0 / ✓ \ \ \ �'R 4 48 SF I t\ J W Z =
/ 11 Ac �`'P \ �
/ # o� J\\\e�d9 N �� s 981 Acr Q Z r rn
Parcel No. 166652 s, / 7 �\r o Q�b al - _ _ #
/ Adrienne Abrahamsen / ��-15\)
f -
( DB 7035, PG 1255 - 4 87 SF �eR . 42,815 SF � \
GL 5 - S
i 5'x3.i5'xl2'D 7
Lot No. 42 Linville Oaks N 983 Acres
� ? � .n N N 0.9 1 A e5 2 _ �, 1 � �
PB 153, PG. 17 N o S' /� / 19 G BEFORE YOU DIG!
Zoned: CU -RS -40 y CA- _ �' # p�� / �0.• 0,917 SF /
• I Use: Vacant - � � o on A ea _ N w 15 � ,300 F �s 0. 39 Acres
/ I CONTACT ONE -CALL CENTER
Offs Se t' $ 20' 30 20 y v�5 �� 20 / 925 cres �`o zoaz sF \ # 1-800-632-4949
Ease 1 rn n -- �r0 SF �s w #
0. M Acres
�- /
p �"\ co # / � �, ee ation Ara
Drainage = 8
Area E E i r\ c' N rn 44,7 F
- 5.551 pg a� -C 40,102 F _ q?�`� 0 �0 2 Acres
Ac p 0.9 Acres /
Parcel No. 016666 �e o o n # # i
Linville Oaks eowners Association N�
DB 610 2961 � � � 5 � � �
C on Elements, Linville Oaks
B 153, PGs. 15-19 42,625 SF 3, 20 _
Zoned: CU -RS -40 5EE TEMPORARY �, Tree Preservation
0 979 Acres STREAM G 551N6 i Are
Use: Vacant DETAIL FOR roteM 407 SF ` 5�� Flood Pla a Ope pace _ _ CA -3 O
as
DRAIN INSTAL rioNK \ �, -51.736 common ea & Parcel No. 0166287 Q
o
0.95 � cres p ` I \ n Area & / To of 0 ge offsite nage & _ James A. Kinneman & U Q
\ Offsite pttc 1.6 Ac Easem Carol A. Kinneman Z 0
g ( Easem is i�EsMt .279 Are0 SF Buffer Es DB 6639 PG 2164
I � RIP POU E i r°'.uo � � d / i
/ ' SIZE. d =o 2 lo° _ 40,972 F c n #cres Lot No. 9, Forest Creek
N 20' Pedestr' n Access Esm't & 42,625 F z GLA #I
0.979 Ac es ` 52'x5 AMx24"D ` I o- 941 Acr `ao Or i PB ed P S 50 J
i
PSSAME o be Remo d Along / � _
t ear of Lot Nos # 22 # / e _ a�na9e
1 � Zoned: RS -40 H O
(PB 153, 15- 19) \ �� Commo & 25 o and41ti/i \/ - I Use: SFR O � a
3 Offsite S 7 2 SF 41,14 / �Appro ' ate Locati n'Fs�t
3 ase 40, 0.944 Acres / / i Zone"AE"thy Z
/48,5 0935 A` n # ' 1% Annual ChanceFloodI�
1 �o 41,62 F / / 115 Ac 20 # \ / (100 -Year Flood) per FIRM Parcel No. Andrew C. Kampen & I Uj Q U O
A56 Acres
I 40,41 F # 18 PG N / No. 3710780800], dated Cole M. Kampen O (n
\ \ I 0 97 5cres •928 Acre ° June 18, 2007 I DB 7364, PG 1334 H
# # / 26 b " ° r'o "' \ 23 I Lot No. 6, Forest Creek
CA -6 v PB 78, PG. 50 = w
/ / 479 SF , a
Linville Dri o 975Acres q3 Common Area & , 99S Z / a J O 0
\ W j .a Offsit ptic i 0.971 es 3A J ISI
Du PubIIC K/ RASE O Ea ments
r (Proposed) B18 G. 84 V` i c� c�o� 0.93 A 40, 57 SF
\ / 2
es
----
� ,� � 2,49 rn \
�
W #
ti I
�L� i
28
Approximate Location of
43,959 F
\ 1.009 Ac es Flood Zone "AE" the
I ) #11% I1% Annual Chance Flood /
29 / �� (100 -Year Flood) per FIR
\ 3 / 30( I June 371 180200 007, Dated \
41,8 SF I � �
Area Dedicat to I \ ,623 SF / 42,633, F 0.961 A es Flood in a d 0 ace
blit 0.978 Acre 0.979 A4 / �# I
R/W #i # / / / edicat wn o Ridge
16,737 // 0 Ac
I
SF 0.384 I ' c 0N
3
_ / Parcel No. 0166277
\
CA -8 r' - _ Jeffery Hanks &
Oommon Ar ite Susan Hanks
nents
Approximate Location of OUT I P17,829 SF i v and Trail 'M t DB 3900, PG 1823
Flood Zone "AE" N I 0.40 cres v Act Zoned: RS -40
the I Use: SFR
1% Annual Chance \ Parcel No. 0166277
Flood / / Jeffery Hanks &
(100 -Year Flood) per FIRM I , / ( Susan Hanks
No. 37107808003, Dated \ t \ DB 4402, PG 1439 &
June 18, 2007 \ PB 97, PG 78
/ Zoned: RS -40
Use: Vacant
Treeline / Uj ~ ��_L/�
istin
36 °-1 I' -02.q "N
LU
CARO C)
Parcel No. 0166267 . !� / �, W
Jeremy Page & =p Q�OFESS/p �j.� U
Amy Page
DB 6271, PG 1516 SEA L iirrtttJ LU C
Zoned: Rs -40 Z 10727 = : J (D Q
Use: SFR �
0'pp FHGI NEE �� •' O
O
rtttttJ
Q
Graphic Scale
100 50 0 100 200
1 inch = 100 feet
DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOGIATES, ING., P.A.
PROJECT No.
13600009
DRAWING No.
13600009
DRAWN By
LRE
DATE
7/10/2013
SHEET
NO. 1 OF 7

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.
b
0
0
GROUND STABILIZATION TIMEFRAMES
LEGEND
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
UP •
UTILITY POLE
PLAT INFORMATION
LP •
LIGHT POLEC/L
U
E
C/L •
CENTERLINE
ZONING DISTRICT
AG (RS -40 Proposed)
B/L •
BUILDING LINE
�M
rn
NTS •
NOT TO SCALE
ACREAGE IN TOTAL TRACT
49.345± Acres (Per Deed)
EIP •
EXISTING IRON PIPE
DEED REFERENCE(s)
Deed Book 7520, Page 226
NIR •
EXISTING IRON ROD
(� n
ARE ALLOWED.
NIR •
NEW IRON ROD
7 DAYS FOR SLOPES GREATER
C
R/W .
RIGHT OF WAY
z
CDCU
4
DE •
DRAINAGE EASEMENT
TAX PARCEL NUMBER
166280
SDE •
SIGHT DISTANCE EASEMENT
TOTAL NUMBER OF LOTS
31 Building Lots
PT .
POINT (NO MONUMENT SET)
_Y
Oro
0
RCP .
REINFORCED CONCRETE PIPE
ACREAGE IN NEW R/W DEDICATION
4.528 ± Acres
SPL •
SPECIAL PURPOSE LOT
LINEAR FT. OF NEW STREETS
2736'±
ES •
EASEMENT
Ol
N
�
z
055SEE •
OFF SITE SEPTIC EASEMENT
WATER
PRIVATE WELL
PSSA ME •
PRIVATE SANITARY SEWER ACCESS and
SEWER
PRIVATE SEPTIC
•
MAINTENANCE EASEMENT
PROPERTY CORNER
REQUIRED FRONT SETBACK
40'
•
EASEMENT CORNER
N I°
JJ
— LINES NOT SURVEYED
REQUITED SIDE SETBACK
15'
m1*rnM
OD 0
U
FENCE
REQUIRED REAR SETBACK
30'
O
OVERHEAD UTILITIES
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.
b
0
0
GROUND STABILIZATION TIMEFRAMES
DRAWING No.
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES
7 DAYS
NONE
CL AND SLOPES
U
E
o HIGH QUALITY WATERS (HQW) ZONES
7 DAYS
NONE
a
�M
rn
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS
CL
-O
IN LENGTH AND ARE NOT
Ii
STEEPER THAN 2:1, 14 DAYS
O
(� n
ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
C
X
THAN WIN LENGTH
z
CDCU
4
U -
} ALL OTHER AREAS WITH SLOPES
14 DAYS
NONE, EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
AND HQW ZONES
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PHASE II
EROSION CONTROL NOTES:
I. TOTAL AREA = 15.3± ACRES
2. TOTAL DISTURBED AREA = 2.55± ACRES
3. SOILS: ApB,ApG,GcB,GrG, (GLASS B), Hh ( GLASS D)
4. AVERAGE SLOPE: 496-656
GONSTRUGTION SEQUENCE:
I. OBTAIN GRADING PERMIT
2. GLEAR ROADWAY.
3. INSTALL SEDIMENT FENCES AT 48" RGP. INSTALL SKIMMER
BASINS I, 2, 6, AND 7. GONTAGT THE EROSION CONTROL
INSPECTOR BEFORE STREAM IS DISTURBED TO INSPEGT
DEVICES.
3. INSTALL ENDHALLS, 48" RGP, AND RIP -RAP OUTLET. GRADE
STREAM GROSSING. SEED IMMEDIATELY.
2. INSTALL REMAINING SEDIMENT FENGES AND SKIMMER BASINS.
3. GRADE SITE. INSTALL STORM DRAIN PIPE WITH OUTLET
PROTECTION.
4 INSTALL EXCELSIOR MATTING SHALE PROTECTION ON ALL
SHALES, EXCEPT SHALE #7, HHIGH REQUIRES SYNTHETIG
MATTING, AND WATTLES.
5. SEED AND OR LANDSCAPE ALL DISTURBED AREAS AS NOTED
BELOH.
THE OWNER IS RESPONSIBLE FOR OBTAINING ALL
PERMITS FOR DISTURBANGES TO JURISDIGTIONAL
STREAM FEATURES AND ANY KNOWN OR POTENTIAL
IMPACTS TO WETLAND AREAS.
Pat, -ell No. 0166645
Hared L. Wilkes &
Delores R. Wilkes
DB 7017 PG 607
Parcel No. 0166667
Linville Oaks
Homeowners Association
DB 6101, PG 2961
�\ Common Elements, Linville Oaks
\ PB 153, PGs. 15-19
\ Zoned: CU -RS -40
\ Use: Vacant
Y I
Comm
— OffsitE
-Easem
— 5.014 Ac.
Tree Pre ation-re Q�
rain 't)
2 — Lot No. 35, 'Linville Oaks \ 0.734f cres
Ln
8 PB 153, kG3. 17 \
Parcel No. 0166646 Zoned: CU -PS -40 A \
Jeffery S. Williams & . — Use: SFR \
\\ Sharon Williams
DB 7049, PG 1512 o ° moo, \ \
Parcel No. 0166667 Lot No. 36, Linville Oaks \\ gyp\ p
Linville Oaks
PB 153, PG. 17 _ \
Homeowners Association Zoned: CU -RS -407S\
PG 2961 �\
DB 6101 �o oti w°
i Use: SFR \ o
Common Elements, Linville Oaks\ \ p 0 -y 0
PB 153, PGs. 15-19 �` \ �� 43
Zoned: CU -RS -40
Use: Vacant \\ cess
Did �? \ 0921 A S�
I I I Po e p c es
41,850 S # V A v o
.�91 -Y0.961 Acres
\v\ 2�S�M�c aC o� QGS A)'13SKIN D IMAGE
\ \ ,ire 153 \ \ \ \ \
41,850 SF
TreePreens rvaiion A ea ¢�
V 0.961 Acres ti �d
1 116 Ac s \ #
VJ111 k1P -10
RIP- AP TLE `
:d50=4°87 SF �. �zb*p;�,��,�e�a�)5,z
GL ss,
� - /� � \ �oV� 5 x .75 x 12 D
rn� N 1 0.9 1,A res — — _�, z5x5�,. , — 'ol
o on A ea _ A N � � �� / 4 ,300 F
20O 30 20' \ V , / \ / 20 /
Offsr a Se t' y — — — k� / o
.925 Acres �
C) — � � i / \
Ease x �� \ o \ �- #1 Ido 0 /
-�` �� 3 �
1 rn \ tiax ' y — �/ o V A / 40 040 SF o
\ - —- 0.9,1g Acre y
I \
PB 1 , P 8 I ,� 2tix ��� • Ll "t 1---'40,107/SF
k`�Iwo O.So
40
00 1Y
/ o
/ SEE TEMPORARY Tr a PreSerVatlOn
STREAM GR955INO �1' \ ` I I Are
J
Haw River Road
Linville Oaks Drive
0
n
Linville Ridge Drive
follow River Drive
VICINITY MAP (Not to Scare)
VICINITY MAP
NOT TO SCALE
DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOGIATES, ING., P.A.
\ SEE TEMPORARY
STREAM GROSSING
DETAIL FOR STORM
DRAIN INSTALLATION
"•\ 42,815 SF
Q983 Acres
44 0
Are
2 SF
-DETAIL FOR TORM / 407 SF - 1.736 Flood Pla' a OPE
DRAIN INSTALLATION ��41� \ \ '0P \ \ 5
Tow
O Of
'SAP I 0.951 Acres p A \ G�tlr�ison Area & 1.6 Ac\res
/ v \ # V Offsite eptic
V o \ � RIP�RAP OUTLET\
ts
Cb I s
/ / 0' 00 1 SIZE: C150 10 / \ 40 ,97Easem2 F `\
GLASS = #I ` w5 __ _ __ \0.941 Acr s /
/ / I 32 x5T EAMx24 D \ a \
12,
V\1
/ � �// / / � `� \ � ` I � �• 22
mo 41,140—S / Approximate Locati n of
xyo / %ite S 40 7 2 SF
Ease — 0.944 Acres % i i o Zone "AE" th
/48,5 \ 0.935 A res — �# i - 1% Annual Chance flood
— — r 115 ON/
20 \ # \ \ \\ \ , (100 -Year Flood) p6r FIRM
/ 30 N ` \ No. 37107808003, ated
834_ — � 18 , PG o m \ \ � � June 18 200 7
23 o�
O� O
�� �% I CA -6 i v,
479 �� N. /Common Area & 42 99 SF
0.975 res y Offsit Setic � X0.971 Ades
�o P i
= I Eas menu
PHASE PG.84/
40 57 F
\PB 18�, , i Treeline
\ m 0.93 Ades / iEx�st�n9
O \ ' \ \ >0 0-oo'34.5 "w
li Z
Ad m
DE ,J
US�
�\ Approximate Location oA� v�
Flood Zone "AE" the I
1% Annual Chance Flood
I (100 -Year Flood) per FIRM
\\ No. 37107808003, Dated
June 18, 2007 �— I
Flood P in and 0' eras ace
)edicat ed o Town o Ip k Ridge
\ 0 Acr
i
Parcel No. 0166267
Jeremy Page &
Amy Page
DB 6271, PG 1516
Zoned: RS -40
Use: SFR
CARO
=p Q�OF f-SS/p�9
SEAL
10727
0'•- FNGI NEE ���:
Z.
DECEMBER 29, 2015
Graphic Scale
60 30 0 60 120
1 inch = 60 feet
000
13600009
DRAWING No.
13600009
M
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U
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SHEET NO. 2 OF 7
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OWNER/DEVELOPER:
L I NVI LLE OAKRI DGE, LLG
A NG LIMITED
LIABILITY GO.
243
5. MARSHALL 5T.
HIN5TON-5ALEM, NG 27101
REP: MR. CONHAY THRASHER
TELE: 336-392-2770
ITY pN�
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BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
PROJECT No.
13600009
DRAWING No.
13600009
DRAWN By
LRE
DATE
z
SHEET NO. 2 OF 7
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PROJECT No.
13600009
DRAWING No.
13600009
DRAWN By
LRE
DATE
7/10/2013
SHEET NO. 2 OF 7

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DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOCIATES, ING., P.A.
THE OWNER IS RESPONSIBLE FOR OBTAINING ALL
PERMITS FOR DISTURBANGES TO JURISDIGTIONAL
STREAM FEATURES AND ANY KNOWN OR POTENTIAL
IMPAGTS TO WETLAND AREAS.
N Haw River Road 00 E O
C> �1 a; Additional N o
Z
, Information o U °; c:) v
C: .-I
Linville Oaks Drive
I I I I I 0 1 �, , Ln 4—
M z
Parcel No. 0166667 CA -2 ; I o; I I O `, \� o o a o
Linville Oaks Common Area & ' °' ' 0- Cyl' `r'
Homeowners Association / Offsite Septic apo II N \ a M `O �' o
DB 6101, PG 2961 Easements ,��� ; 'I I ', \\ � 0 ' rn
° o
N Common Elements, Linville Oaks 5.014 Acres �) I \
TE � M J � N
\ ti i i i l i\ X ov
\ PB 153 PGs. 15-19 / # �,• z
k I I I I I �� Linville Ridge Drive LCL i N
a Parcel No. 0166645 \ Zoned: CU -RS -40 ? �� I Hollow River Drive -a
o Harold L. Wilkes & \\ Use: Vacant �2o Tree Pre ation Are yh�' �� I`� ;� ~
fu ro
Z 72 Delores R. Wilkes \\ �� rain e It)��__-- Cn z o
V) DB 7017 PG 607 / ` z a
z Lot No. 35, Linville Oaks \\ / 0.734± cres o \` ---- 11 VICINITY MAP (Not to Scale) 0 0 o o X
CD
PB 153, PG. 17 \ /
Zoned: CU -RS -40 \ 40,298 SF VICINITY MAP ~ z
Parcel No. 0166646 o ed CU RS 0
Jeffery S. Williams & Use: SFR
0.925 Acres J _> 0 o
NOT TO SCALE O o o �
Sharon Williams o �� ►nV11 # 12 Cn 0
DB 7049, PG 1512 �e Ridge
Parcel No. 0166667 Lot No. 36, Linville Oaks \\ dp �� 50' pub�i� unve 44,203 SF
Linville Oaks PB 153 PG. 17 \ �" R/VI/ N 00 r- 0
0 1.015 Acres 00OMU
Homeowners Association Zoned: CU -RS -40 \ o�� �'� 7o �0 g � � Osed) # a n Lr r o
DB 6101, PG 2961 Use: SFR \ `� 02 ti �' $ / 20r Utili t 13 }� �" ,
`7 ES O W cc io co a
Common Elements, Linville Oaks \\ y� �� o `� '
10
is, I- �� � z �
PB 153, PGs. 15-19 3 4 31+00 31+so v) z o = 00
Zoned: CU -RS -40 �\ /5'��c, rg 9 SF_� �tio 33 \�, vi Z a
30+50 49,934 SF o o p�
s �o O s a �o '2XSo 1.146 Acres g Q L
Use: Vacant \\ Pcceo�ed ��� 0.921 Acres 3 ZO �, a� I Z
\ deS�1 berme os, �' 41,850 SF # 29 ' Utility Esrnr h 33x� ��xye # 0 N w H � z
k� C 15. 91 0.961 Acres R y t N w a o
\ \ SPM aC O QGS' SEE TEMPORARY Q Z l--1 U
e ce
STREAM GROSSING xso o DETAIL °Rz g --� 0
DRAIN INSTALLATION \ \ W < N o w Lu O
41,850 SF 2SR 14 U j N in Z W O
Tree Preservation Area we = �, 0) 3 Z z
0.961 Acres �C y1k5° / 9p, Z Co W m W
o3cn-
1.116± Acres Ae y o R 42,748 SF m Z J
I M
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sc 35'R,� OWNER/DEVELOPER:
�p s �o
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41 D 879 SF - 26X ' ,� dem r ar 5'x3.75'xI2"� ' LINVILLE OAKRIDGE, LL
�G
N Nk P 0.983 Acres 17
0.961 Acres ��J / �� 25x6o� /� / / ANG LIMITED LIABILITY GO.
# /� 243 5. MARSHALL ST.
CA -11 3O 70
OZ O N # �/� / �� 19 40,917 SF WIN5TON-5ALEM, NG 27101
ommon Area & > -� 73 N on s 40,300 SF CA 4 0 0.939 Acres REP: MR. GONWAY THRASHER
/ / 20ELE: 336-392-2770
Offsite Septic > ° 3 ZO 30 30 20' 2Ak5° , �� O 0.925 Acres b o Commc 20 42 sF # oN
MUST
Easements rn ° ?� 2Ax� , / 40 040 SF # 3 �� 0.46 res JL� �� I L I TY
91751 SF "'yam / �' �-A�' �� TFC
2.106 Acres rn z rn N 23k� 0.919 Acres ° 15 c4��°J o c� o
� R 3 ree Preservation Area O �,
0
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44 758 SF Q o M
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ASE ONE
/ice ° �' �-O 40 107 SF 1.028 Acres
PB 1 , PG. 84 �x5° O m 42,043 SF
_/ ✓/ p G6 /� 0.921 Acres o�� 0.965 Acres #
f 22kp0 I \ ;0_ �: `v� #
�� \off # BEFORE YOU DIG!
�- CONTACT ONE -CALL CENTER
x v G \ 1-800-632-4949
O l
SEE TEMPORARY 24 Tree Preservation
2ok STREAM GROSSING 2s�Area � i
DRAIN INSDETAIL TALLATION STORM
. Flood Pla' a Ope pace Common 3 Area &
41407 SF �, CA -51.736± Dedicated to To of Oa ge na e & /
0.951 Acres $ Ghon Area & offsite S g Z
1.6 AC s Easemeam
#
1 Offsite Septic _ 5 _ 12,170 SF Buffer Esm
RIP -RAP OUTLET
19 l Easements - ���_ 0.279 Acres/ a
3�r� �,4 � ^ • � d �_ - � 0
Pan SIZE: d50 = 10" moo. 40,972 SF �o`\ �, es5a" ,aE1c�� !l�� • ., # I U QIn
X F GLASS = #I 2k� 0.941 Acres e5 gar P �o- O
32 x5TREAMx24 D I
25 1l 22 "o Ina9e dnd� ' /
_ � p� J
J fi _ \� Q 0 Cd
LL
Common ea & 41,140 SF �/ Approximate Locati n of�
Offsite S tic 40,732 SF pp Q LL � Q
Easeme 0.944 Acres / Flood Zone "AE" th _ C) J Q W
48,569 0.935 Acres # - 1% Annual ChancelFlood wo
115 Acr o # 100 -Year Flood �r FIRM TO STOP FLOW
of _j DEWATERING a v
2 � / ` p INSTALL SANDBAGS U) PIPE PIPE 1. PRIOR TO INSTALLATION OF O ' ^ O
PH EON J PUMP SANDBAGS, CONTRACTOR TO W � v
PB 18 , PG. �o �° N No. 3710780800], �ated ENSURE ALL MATERIALS ARE ON- ` 0
74
N O June 18 2007 R W SITE AND READY FOR INSTALLATION. � 1 1
3O O Zr� k l ,, I � — — — WEATHER CONDITIONS SHOULD BE ALl..l
in
MINIMUM OF FIVEAFTER ANY
RAIN EVENT AND NOYFORECAST OF J
o O Z
O 1 z !_j RAIN FOR 48 -HOURS AFTER H
�, EOP Q 4 INSTALLATION BEGINS. TOTAL H Z Q
i INSTALLATION TIME SHOULD BE LESS \ \
� 3, �, � � CA -6 2 Ce
o w
42,479 SF Z 0� rn C� CL _ g a _ 2. INSTALL SANDBAGS TO DEWATER W z LU LLJ
Common Area & 42 299 SFTHAN EIGHT HOURS.
0.975 Acres p ��3 Offsite Septic 0.971 Acres s / STREET p z CONSTRUCTION AREA. (n
3. INSTALL PUMP AND DEWATERING H `Ju.
# CnO �G Easements # w LINES. =JJ Q LL
PHASE ONE rt Q) "n Q 4. CUT OUT STREAMBED AND INSTALL
ca
PB 186 PG. 84 / -� 40,657 SF
( / Treeline EOP 3 RIP -RAP OUTLET WITH TOP AT H ��
o EXISTING STREAMBED LEVEL.
_ 0.933 Acres Existing INSTALL TEMPORARY STONE DAM
7# ��°-I I' -02.q �� — — — — AND FILTER FABRIC. Z LLI
y R/W 5. BEGIN PUMPING AND CONTINUE
I- / 50 °-oo'545'I � ^ I PUMPING DURING STORM DRAIN H � Q 0
TLETCUT DITCH
RIP -AP 6. INSTALLATION.
STORM DRAIN PIPE Q O
WITH BACKHOE. LAY STORM DRAIN ����CARO"*,,
PIPE ONE FOOT BELOW STREAMBED.
_ 7. IMMEDIATELY REMOVE SANDBAGS TOSS/ �� LL
DIVERT FLOW THROUGH STORM �O QpFE O
_ _ Parcel No. 0166267 STONE 1 Q3 DRAIN PIPE. SPREAD OUT STONE SEAL W
ofILEVEL WITH EXISTING 10727 _
Jeremy Page & DAM o DAM KEEPING RIP -RAP OUTLET
rF�
e "' STREAMBEAD.
Amy Page PLAN VIEW 8. SEED CONSTRUCTION SITE AS •� ,p c�j�01 NEE ,� O
f �ApprOXlmate Location of d� /� ` �` \^y WE��p` DB 6271, PG 1516 RIP -RTP NEEDED. '•,���p;s Z
n n �I T SANDBAGS PUMP
OUTLET ,,��.
001
Flood Zone AE the Zoned: RS -40 TEMP.
Use: SFR INLET PIPE DAM
�'
1% Annual Chance Flood � i DEWATERING PIPE STREAM
1100 -Year Flood per FIRM / I = BANK
PROJECT No. 13600009
No. 3710780800], Dated 48" STORM DRAIN STREAM BED DEGEMBER 29, 2015
June 18, 2007 � � SIDE VIEW DRAWING No. 13600009
TEMPORARY STI��AM 60 30 Graphic SC 610 120 DRAWN By LRE
1 space / OI�OSS1 NO FOR DATE 7/10/2013
)ak Ridge STORM DRAIN INSTALLATION 1 inch = 60 feet
I NO SCALE SHEET NO. 1 OF 7

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50' RIGHT OF WAY
20' PAVEMENT
SHOULDER SHOULDER DITCH
6' — 6— — 5-
1/4"
—I/4" PER FT
I " PER �FT I " PER FT
6� 2" SFG.5A HOT MIX ASPHALT TERRAIN MAX. SLOPE
(AVG. RATE OF 220 LBS/5Y FOR I LEVEL 2
2" LIFT OR 110 LBS/SY FOR 2 I" LIFTS) ROLLING 2 I
10" ABG (GOMPAGTED) HILLY 1-1/2 1
TYPICAL ROAD SECT I ON
LOCAL RESIDENTIAL ROAD
NTS
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8201
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Linville Ridge Drive
50' Public R/W
(P-ropose-d)-
24+50
25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50
10'X70' SDE — s 10'X70' SDE
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LINVILLE RIDGE DRIVE - 50' PUBLIC R/W
Around and Ease ent
20 19
O
INFORMATION FOR SIGNAGE IN SUBDIVISIONS
1. All signs shall be made using Type III Sheeting.
2. All "Stop" and "Warning" Signs shall be 30" X 30".
3. All signs shall be placed on 3 -Ib (1.36 kg) galvanized steel U -channel posts with the
following comments:
a) Use posts of sufficient length to permit appropriate sign mounting height or splice
posts if required.
b) Drive posts to the required depth, being sure they are plumb. Drive the post by
hand or by mechanical means. Protect the posts with appropriate driving cap.
Concrete foundations are not required. In island applications, cored holes shall be
to the soil depth.
c) Replace any post that is bent, or otherwise damaged in driving.
d) Do not weld or cut supports in the field, except for the saw cutting of U -channel
post material for the frames and cross braces that may be required for Type D, E,
and F signs with two or more supports.
e) Use two coats of an approved organic non-aersol zinc repair paint in touching up
the tops of U -channel posts that may have been damaged in driving, cut ends of
U -channel posts, frames and cross -bracing, and damaged areas on these and all
other galvanized material.
This information is posted in the July, 2006 manual "Standard Specifications for
Roads and Structures" in Section 903-3(D) on page 9-15.
4. All Signs will be placed on each road in accordance with the Manual on Uniform
Traffic Control Devices from the FHWA, "Standard Highway Signs" from the
FHWA, North Carolina Department of Transportation "Standard Specifications for
Roads and Structures", "Highway Design Branch Roadway Standard Drawings",
"North Carolina Supplement to the Manual on Uniform Traffic Control Devices" and
the approved plans.
5. A final Inspection Letter will not be issued by the District Office until all required
Signs are properly installed to the appropriate standards with NCDOT approved
materials and inspected by the Division 7 - District 2 (Greensboro) Office or its
authorized representative.
DESIGNERS' NOTE
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOG I RTES, I NG., P.A.
6' MINIMUM, 12' MAXIMUM
FROM EDGE of PAVEMENT
MIN.6'to
12' MAX
PAVEMENT
TYPICAL SIGN LOCATION -
WIDE THROAT INTERSECTION
NOT TO SCALE
q r)"
HEIGHT and LATERAL LOCATION
NOT TO SCALE
+ 00 r r, r 11 00
E_ Cc PVI STA. 26 00.0
II > 11 =8 2.56 r, 11
Q w w
20+00
i.n
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ISA 20 90.17t7 00
VI I-LEV = 8 6.25 v
i m
k= nn
21+00
22+00
23+00
3
2
24+00 25+00 26+00 27+00 28+00 29+00
SCALE: 1"=40' HORIZ.
1"=4' VERT.
CA)
rn
Haw River Road
r
Linville Oaks Drive
m
a
Linville Ridge Drive
Hollow River Drive
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV DATE DESCRIPTION
7/10/13 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
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NO\/EMf3ER cl, 2015
OWNER/DEVELOPER:
LINVILLE 0AKRID6E, LLG
A NG LIMITED LIABILITY GO.
243 S. MARSHALL ST.
HINSTON-SALEM, NG 27101
REP: MR. GONHAY THRASHER
TELE: 336-3G2-2_10
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NOT FOR CONSTRUCTION
�ZON MUST C
LITY pRO'c0
uQ �pr'N2%7
A
�o
o_jwQ y rn
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
LOCATION
LINVILLE RIDGE
PHASE II
LINVILLE ROAD
OAK RIDGE TOWNSHIP, GUILFORD COUNTY
NORTH CAROLINA
TITLE
LINVILLE RIDGE
DRIVE
STA. 19+50 — 28+50
PROJECT NO. 13600009 J
DATE: 09/14/15
1
SCALE: 1"=40'
DRAWN BY: MCS
CHECKED BY: NZC
SHEET
5 of 7 �
Telephone: [phone]
www.landsolutionsofnc.com
[AND Fax: [phone]
SOLUTIONS Firm License: P-1190
LAND SURVEYING, DESIGN AND PLANNING
200 South Regional Road, Suite 104, Greensboro, NC 27409
Post Office Box 347, Oak Ridge, NC 27310-0347

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DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIC
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOCIATES, INC., P.A.
[.*]He]
L
'V O
CL
CD
C: In
J
50' RIGHT OF HAY
20' PAVEMENT
SHOULDER SHOULDER DITCH
1/4" PER FT
I" PER TFT I" PER FT 3:
2" SFcl.5A HOT MIX ASPHALT
(AVO. RATE OF 220 LBS/SY FOR 1
2" LIFT OR 110 LBS/SY FOR 2 1" LIFTS)
10" ABG (COMPACTED)
T*,rP I GAL ROAD SECT I Old
LOCAL RE51 DENTI AL ROAD
NTS
* TERRAIN MAX. SLOPE
LE\/EL 2 1
ROLLING 2 1
HILLY 1-1/2 1
YVl CL V = tSSJ J`F
D.I= -J.321
K 300
(Z0o,Z) F8
x�ON y,Z/p�
pu
KENNEDY KELLY COURT
N
SE THREE
HASE TWO
4Z Rr p
(F
C6
V•
CENTERL
L \� �1 1 \ 1
6' MINIMUM, 12' MAXIMUM
FROM EDGE of PAVEMENT
MIN. 6' to
12' MAX
PAVEMENT
TYPICAL SIGN LOCATION -
WIDE THROAT INTERSECTION
NOT TO SCALE
eleu
HEIGHT and LATERAL LOCATION
NOT TO SCALE
ylIV
�,oNJ SJJ
� N
Z -UNE Z
INFORMATION FOR SIGNAGE IN SUBDIVISIONS
1. All signs shall be made using Type III Sheeting.
2. All "Stop" and "Warning" Signs shall be 30" X 30".
3. All signs shall be placed on 3-I1b (1.36 kg) galvanized steel U -channel posts with the
following comments:
a) Use posts of sufficient length to permit appropriate sign mounting height or splice
posts if required.
b) Drive posts to the required depth, being sure they are plumb. Drive the post by
hand or by mechanical means. Protect the posts with appropriate driving cap.
Concrete foundations are not required. In island applications, cored holes shall be
to the soil depth.
c) Replace any post that is bent, or otherwise damaged in driving.
d) Do not weld or cut supports in the field, except for the saw cutting of U -channel
post material for the frames and cross braces that may be required for Type D, E,
and F signs with two or more supports.
e) Use two coats of an approved organic non-aersol zinc repair paint in touching up
the tops of U -channel posts that may have been damaged in driving, cut ends of
U -channel posts, frames and cross -bracing, and damaged areas on these and all
other galvanized material.
This information is posted in the July, 2006 manual "Standard Specifications for
Roads and Structures" in Section 903-3(D) on page 9-15.
4. All Signs will be placed on each road in accordance with the Manual on Uniform
Traffic Control Devices from the FHWA, "Standard Highway Signs" from the
FHWA, North Carolina Department of Transportation "Standard Specifications for
Roads and Structures", "Highway Design Branch Roadway Standard Drawings",
"North Carolina Supplement to the Manual on Uniform Traffic Control Devices" and
G' the approved plans.
5. A final Inspection Letter will not be issued by the District Office until all required
Signs are properly installed to the appropriate standards with NCDOT approved
materials and inspected by the Division 7 - District 2 (Greensboro) Office or its
authorized representative.
SCALE: 1"=40' HORIZ.
1"=4' VERT.
Haw River Road
E:
Linville Oaks Drive
ro
a
Linville Ridge Drive
Hollow River Drive
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV DATE DESCRIPTION 771
7/10/13 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
\A CARO
t_SS/p�
9
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10727
s Z = w
GIN
III
XNIVE ER Cc -1, 2015
OWNER/DEVELOPER:
LINVILLE OAKRIDGE, LLC,
A NG LIMITED LIABILITY CO.
243 S. MARSHALL ST.
HINSTON-SALEM, NG 27101
REP: MR. GONHAY THRASHER
TELE: 336 -3q2 -2 -MO
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NOT FOR CONSTRUCTION
�ZON MUST C
LITY pRO'c0
uo o o,
�o
� o
_j LU z=
Q IIII/ �I y rn
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
LOCATION
LINVILLE RIDGE
PHASE II
LINVILLE ROAD
OAK RIDGE TOWNSHIP, GUILFORD COUNTY
NORTH CAROLINA
TITLE
KENNEDY KELLY CT.
STA. 0+00 - 2+60
48" STORM CROSSING
PROJECT NO. 13600009 _
DATE: 9/14/15
1
SCALE: 1"=40'
DRAWN BY: MCS
CHECKED BY: NZC
SHEET
6 of
ixa_ Telephone: [phone]
www.landsolutionsofnc.com
[AND Fax: [phone]
SOLUTIONS Firm License: P-1190
LAND SURVEYING, DESIGN AND PLANNING
200 South Regional Road, Suite 104, Greensboro, NC 27409
Post Office Box 347, Oak Ridge, NC 27310-0347
U
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SCALE: 1"=40' HORIZ.
1"=4' VERT.
Haw River Road
E:
Linville Oaks Drive
ro
a
Linville Ridge Drive
Hollow River Drive
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV DATE DESCRIPTION 771
7/10/13 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
\A CARO
t_SS/p�
9
Q SEAL
10727
s Z = w
GIN
III
XNIVE ER Cc -1, 2015
OWNER/DEVELOPER:
LINVILLE OAKRIDGE, LLC,
A NG LIMITED LIABILITY CO.
243 S. MARSHALL ST.
HINSTON-SALEM, NG 27101
REP: MR. GONHAY THRASHER
TELE: 336 -3q2 -2 -MO
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NOT FOR CONSTRUCTION
�ZON MUST C
LITY pRO'c0
uo o o,
�o
� o
_j LU z=
Q IIII/ �I y rn
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
LOCATION
LINVILLE RIDGE
PHASE II
LINVILLE ROAD
OAK RIDGE TOWNSHIP, GUILFORD COUNTY
NORTH CAROLINA
TITLE
KENNEDY KELLY CT.
STA. 0+00 - 2+60
48" STORM CROSSING
PROJECT NO. 13600009 _
DATE: 9/14/15
1
SCALE: 1"=40'
DRAWN BY: MCS
CHECKED BY: NZC
SHEET
6 of
ixa_ Telephone: [phone]
www.landsolutionsofnc.com
[AND Fax: [phone]
SOLUTIONS Firm License: P-1190
LAND SURVEYING, DESIGN AND PLANNING
200 South Regional Road, Suite 104, Greensboro, NC 27409
Post Office Box 347, Oak Ridge, NC 27310-0347

3
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50' RIGHT OF WAY
20' PAVEMENT
SHOULDER S-
6'
I PER'F1/4" PER FT
2" SFci.5A HOT MIX ASPHALT
(AVG. RATE OF 220 LBS/5Y Fc
2" LIFT OR 110 LBS/SY FOR 2
10" ABG (GOMPAGTED)
TYP I CAL ROAD SEG"
LOCAL RESIDENTIAL. RC
NTS
LINVILLE RIDGE DRIVE
STORM CROSSING STA. 29TL/
DESIGNERS' NOTE:
BOUNDARY, TOP06RAPH I G
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOG I ATES, I NG., P.A.
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VICINITY MAP (Not to Scale)
VICINITY MAP
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REV DATE I DESCRIPTION
7/10/13 1 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
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SEPTEMBER 24, 2015
OWNER/DEVELOPER:
COMBS, INC.
c/o KEVAN COMBS
P.O. BOX 790
OAK RIDGE, INC 27310
Ph. 336-686-3279
PRELIMINARY
FOR REVIEW PURPOSES ONLY
NOT FOR CONSTRUCTION
�ZON MUST C
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BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
LOCATION
LINVILLE RIDGE
840 PHASE I I I
LINVILLE ROAD
OAK RIDGE TOWNSHIP, GUILFORD COUNTY
NORTH CAROLINA
TITLE
LINVILLE RIDGE
DRIVE
STA. 28+50 - 35+00
830 PROJECT NO. 13600009 J
DATE: 6/25/13
1
SCALE: 1"=40'
DRAWN BY: LRE
CHECKED BY: LRE
SHEET
7 of
Telephone: [phone]
820
www.landsolutionsofnc.com
[AND Fax: [phone]
SOLUTIONS Firm License: P-1190
LAND SURVEYING, DESIGN AND PLANNING
200 South Regional Road, Suite 104, Greensboro, NC 27409
Post Office Box 347, Oak Ridge, NC 27310-0347

of war�9
o`' PG Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
I. Processing
1a. Type(s) of approval sought from the Corps: © Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ❑X Yes ❑ No
id. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification -- Express ❑ Riparian Buffer Authorization
1e. Is this notification solely for the record For the record only for DWQ
because written approval is not required? 401 Certification:
❑ Yes 0 No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
2. Project Information
2a. Name of project: Linville Ridge Phases 11 & III
2b. County: Guilford
2c. Nearest municipality / town: Oak Ridge, NC
2d. Subdivision name: Linville Ridge Phases II & III
2e. NCDOT only, T.I,P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Linville Oakridge LLC
DB 7520, pg. 226
Kevan Combs
PO Box 790 (8386 W. Harrell Rd)
Oak Ridge, NC 27310
336-686-3279 or 336-643-1775
336-643-4520
[e-mail]
For the record only for Corps Permit:
❑ Yes © No
❑ Yes ED No
❑ Yes © No
❑ Yes g No
Page 1 of 10
PCN Form — Version 1.4 January 2009

Page 2 of 10

S. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or paroel ID):
1 b. Site coordinates (in decimal degrees): Latitude: 36.1056
1c. Property size:
2. Surface Waters
2a. Name of nearest body of water to proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
3. Project Description
PIN #7808281061
30.7
Haw River
WS III
Cape Fear
Longitude: -80.0034
acres
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Tract is partially cleared and partially wooded with residential buildings on site. Tract is surrounded by rural single family residences, woods, and
farms.
3b. List the total estimated acreage of all existing wetlands on the property: 1.72
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,776
3d. Explain the purpose of the proposed project:
Street installation for development of 19 single family lots.
3e. Describe the overall project in detail, including the type of equipment to be used:
Street installation with 2 culverts for access to single family lots. The 2 culvert installations will require bulldozers track hoes and/or baclkhoes.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property /
project(including all priorphases) In thepast? Comments: Delineated by a private company
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑Preliminary ❑Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Pilot Environmental Inc.
Name (if known): Michael Brame Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ❑Yes Q No
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? Q Yes ❑ No
6b. If yes, explain.
Phase II to include streets for If single family lots
Phase ill to include street for 8 single family lots
❑ Unknown
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
I. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑x Wetlands © Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are weiiand impacts proposed on the site, then complete this question for each wetland area impacted.
2a. I 2b. 2c. 2d. 2e.
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction
2f.
Area of
number Corps (404,10) or
Permanent (P) or
impact
DWQ (401, other)
(acres)
W1 P Culvert Small-Basin Wetland Yes Corps
0.02
W2 P Culvert Small-Basin Wetland No Corps
0,03
W3 - Choose one Choose one Yes/No _
W4 - Choose one Choose one Yes/No _
W5 - Choose one Choose one Yes/No -
W6 - Choose one Choose one Yes/No -
2g. Total Wetland Impacts:
0.05
2h. Comments:
3. Stream Impacts
If there are perennial or intermiftent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f.
Stream impact Type of impact Stream name Perennial {PER) or Type of Average
3g.
Impact
number intermittent (INT)? jurisdiction stream
Permanent {P} or
length
Temporary {T} width
(linear
(feet)
feet)
S1 P Culvert Unnamed INT Corps 3
65
S2 T Rip-Rap Dissapator Unnamed INT Corps 3
32
S3 P Culvert Unnamed INT Corps 3
77
S4 T Rip-Rap Dissapator Unnamed INT Corps 3
32
S5 Choose one
S6 - Choose one
3h. Total stream and tributary impacts
142
3i. Comments:
Each stream crossing to have a 48" culvert with rip-rap outlets for street crossings.
Total 137 LF culverts with 142 LF are permanent disturbance and 64 LF rip-rap outlets are temporary disturbance.
Page 4 of 10
PCN Form -- Version 1.4 January 2009

4. Open Water impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b.
C.
4d.
4e.
Open water Name of waterbody
Pond ID number
Proposed use or
Wetland Impacts (acres) Stream Impacts
impact number (if applicable)
Permanent (P) or
Type of impact
Waterbody
Area of impact (acres)
Temporary
type
01 -
Choose one
Choose
Filled
02 -
Choose one
Choose
Choose one
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5f. Total:
S. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a.
5b.
5c. 5d.
5e.
Pond ID number
Proposed use or
Wetland Impacts (acres) Stream Impacts
(feet)
Upland
purpose of pond
(acres)
Flooded
1 Filled Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list
all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman
❑ Other:
6b.
Buffer Impact
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
6f.
Zone 1
6g.
Zone 2
number—
Permanent (P) or
mitigation
impact
impact
Temporary
required?
(square
(square
81 P
Street crossing
Unnamed
No
feet)
3,725
feet
1,707
B2 P
Street crossing
Unnamed
No
4,439
2,063
B3 -
B4 -
B5 -
B6 -
6i. Comments:
a
Page 5 of 10
Yes/No
Yes/No
Yes/No
YestNo
6h. Total Buffer impacts:
8,164 1 3,770

D. Impact Justification and Mitigation
I. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Street crosses nearly perpendicular to the streams. Both pipes to be buried one foot below the stream bed with the top of the rip -rap placed at original
stream bed elevation. During construction streams will be sandbagged and pumped for dry installation to minimize stream impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques,
Street crosses nearly perpendicular to the streams. Both pipes to be buried one foot below the stream bed with the top of the rip -rap placed at original
stream bed elevation. During construction streams will be sandbagged and pumped for dry installation to minimize stream impacts.
2• Com ensato Mitigation for lm acts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes X❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): I ❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this 11 Mitigation bank
protect? ❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
3c. Comments:
4. Complete if Making a Pa ment to In4ieu Fee Prooram
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a pen-nittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by ©WQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ❑ Yes © No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1
3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified Yes ❑ No
within one of the NC Ri arian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Local requirements for low density development do not require diffused flow plan
❑ Yes ❑X No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 15.2
2b. Does this project require a Stormwater Management Plan? ❑ Yes © No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
Preliminary Plan was approved by the Town of Oak Ridge and Guilford County as a low density development and a Stormwater Management Plan is
not required.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is this Droiect?
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4a. Which of the following state -implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b. Have all of the 401 Unit submittal requirements been met?
NIA
Town of Oak Midge, NC
© Phase II
❑ NSW
HUSMP
Water Supply Watershed
❑ Other:
❑ Yes © No
❑Coastal counties
❑HQW
❑ORW
❑Session Law 2006-246
❑Other.
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
Page 8 of 10
PCN Form —Version 1.4 January 2009

F. Supplementary Information
I. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? ❑ Yes Q No
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c, If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application? ❑Yes No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? ❑Yes Q No
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposedproJ"ect, or available capacity of the subject facility.
19 Lots Hnth indMdua1 sub surface systems
Page 9of10
PCN Form -- Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? ❑ Yes ❑ No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? ❑ Yes ❑ No
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑ No
6b. What data sources did you use to detennine whether your site would impact Essential Fish Habitat?
Mr. Fritz Rohde, National marine Fisheries Service
101 Pivers Island Road, Beaufort, NC 28516
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a_ Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in ❑Yes ❑X No
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC State Historic Preservation Office website
8. Flood Zone Designation (Corps Requirement)
8a. V011 this project occur in a FEMA -designated 100 -year floodplain? a:❑�YesLg, No
8b. if yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Guitford County FIRM map #3710780800J, effective date: June 18, 2007
Kevan R. Combs
Applicant/Agent's printed Name ApplicantlAgent's Signature Date
(Agent's signature is valid only if an authorization
Page 10 of 10