20151089 Ver 1_Linville Ridge 2015-10-15_20151023

Strickland, Bev
From: Hugh Creed Associates, Inc, PA <hca @triadbiz.rr.com>
Sent: Friday, October 23, 2015 8:46 AM
To: Strickland, Bev
Cc: Chris Rohrer
Subject: Re: FW: DWR #151089- Linville Ridge Ph I and II
Attachments: Linville Ridge 2015- 10- 15.pdf
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)
HCAa,triadbiz.rr.com
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:
s
actually out there with him). I have contacted Bill Bruce, to see if he can provide me with some
Christopher M. Rohrer,
336.605.0328
From: kevancombscustomhomes ( mai Ito: kevancombscustomhomes @emaiLcoml
Sent: Thursday, October 22, 2015 10:45 AM
To: Christopher Rohrer <chris @landsolutionsoc.com>
Subject: Fwd: DWR #151089- Linville Ridge Ph I and 11

Sent via the Samsung Galaxy SIK 5 AC I I V Ill, an A I & 14Cn ➢ 1 k sinutphone
-- - - - - -- Original message -- - - - - --
From: "Strickland, Bev" <bev.strickland(amcdenr.�4ov>
Date: 10/22/2015 8:07 AM (GMT- 05:00)
To: kevana, comb scustomhome s. com
Cc:
Subject: DWR 4151089- 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.
httb:/ /its. enr. state. nc.us /Weblink8 /0/fol/315640 /Row 1. asbx
Bev
Jc3we4 I sHa"
Be: 'eirly StirickI1a1t
Division of Water Resources
Department of Environmental Quality
919- 707 -8789 Office
Physical: Suite 1219G, 512 N Salisbury, Raleigh, NC 27604
N

Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Bev. Strickland(&,ncdenr. Gov
Err ad correspondence to and from this ; cabers is , crf'rlect to the
North a;;-mfrna Public Records Law and may be c.lisc/r sed to third partre, .

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Haw River Road 00 E O
ADDITIONAL PARCEL N 0
INFORMATION r O j N C:) v
Lfi 4- M Z
Parcel No. 0166661 Parcel No. 0166662 Parct' No. 0166663 Parcel No. 0166664 Linville Oaks Drive O O O d
Charles B. Walker & Rudolph L. Ranucci & Yijun 'an Yang & Gregory T. Headen & 10 Lf) d I`
Dawn S. Walker Virginia R. Ranucci Josepl, Z. Yang Shelly K. Headen Q. �O O M
DB 6849, PG 162 DB 6560, PG 1943 DB 7238, PG 2209 DB 6505, PG 1701 M .0- , 'O U-) o
Lot No. 15a, Linville Oaks Lot No. 29a, Linville Oaks Lot No. 25a, Li tville Oaks Lot No. 23a, Linville Oaks M = a) o
LINE TABLE CURVE TABLE PLAT INFORMATION PB 153, PG. 18 PB 153, PG. 18 PB 153, P�;. 18 PB 153, PG. 18 Q) O M O M
� V) M U
LINE LENGTH BEARING CURVE LENGTH RADIUS BEARING CHORD ZONING DISTRICT AG (RS -40 Proposed) Zoned: CU -RS-40 Zoned: CURS -40 Zoned: CU -RS -40 Zoned: CU -RS -40 SITE C N
Ll 11.72 N54 024'05 "E C1 47.28 30.00 S45 053'50 "E 42.54 ACREAGE IN TOTAL TRACT 49.345± Acres (Per Deed) Use: Vacant Use: Vacant Use: Vacant Use: Vacant 0 C X U
L2 20.20 N73 026'48 "E C2 24.86 275.00 N86 021'46 "E 24.86 DEED REFERENCE(s) Deed Book 5149, Page 1527
L3 39.06 N65 020'10 "E C3 140.97 275.00 N69 005'13 "E 139.43 LL
Deed Book 6067, Page 900 N
LEGEND L4 41.96 N50 020'44 "E C4 62.03 325.00 S59 052'07 "W 61.93 TAX PARCEL NUMBER 166280 V) a
UP • UTILITY POLE L5 29.74 S89 020'43 "E C5 118.48 325.00 S75 046'46 "W 117.82 TOTAL NUMBER OF LOTS 31 Building Lots -p Y
LP • LIGHT POLE L6 254.76 S00 046'16 "E C6 150.99 325.00 N80 028'03 "W 149.64 ACREAGE IN NEW R/W DEDICATION 4.528 ± Acres CO z 0 O�
C/L CENTERLINE
•
B/L BUILDING LINE .. L7 30.84 S15 027'06 "E C7 118.68 325.00 N56 041'50 "W 118.02 LINEAR FT. OF NEW STREETS 2736'± z
NTS • NOT TO SCALE r No a
EIP EXISTING IRON PIPE I o L8 76.09 N87 0 29'23 "E C8 21.03 25.00 S70 0 19'51 "E 20.41 I WATER PRIVATE WELL a
EIR EXISTING IRON ROD L9 22.75 N73 °04'35 "E C9 50.82 50.00 N65 °18'24 "W 48.66 VICINITY MAP (Not to Scale) O ° M
NIR • NEW IRON ROD M SEWER PRIVATE SEPTIC Parcel No. 0166637 _ O Q .o
R/W RIGHT OF WAY k o L10 29.37 N85 °46'11 "E C10 52.36 50.00 N06 °11'16 "W 50.00 REQUIRED FRONT SETBACK 40' Edmund J. Treacy & \ - - \ \ \ \ / / / ; �j x
DE • DRAINAGE EASEMENT Q o o Dawn M. Trea \ \� _ "' 0Y CS
2 z L11 74.49 N64 12'49 "E Cll 52.36 50.00 N53 48'44 "E 50.00 REQUITED SIDE SETBACK 15' o
SDE • SIGHT DISTANCE EASEMENT H \ ,V
PT POINT (NO MONUMENT SET) = y L12 66.44 N59 058'05 "E C12 52.36 50.00 S66 011'16 "E 50.00 REQUIRED REAR SETBACK 30' DB 6445, PG 712 Parcel No. 0166665 -� l /MAP z U
RCP • REINFORCED CONCRETE PIPE o Lot No. 27, Linville Oaks Parcel No. 0166632 1 w �
z L13 11.78 N00 °39'17 "E C13 33.28 50.00 S17 °07'02 "E 32.67 Mark F. Shina & ` _ - I 0 > o
SPL • SPECIAL PURPOSE LOT � PB 153 PG. 18 Gary L. Lebby & � � � O
ESMT • EASEMENT ° ° ° GENERAL SITE NOTES: Carol F. Shina / O
2 L14 22.00 S16 55'25 "E C14 21.03 25.00 N22 08'29 "W 20.41 Zoned: CU -RS 40 - _ Kathy R. Lebby TO �C, iL
OSSE • OFF SITE SEPTIC EASEMENT 1. A portion of this tract is located within a Flood Zone refer to FIRM Community Panel DB 6359 PG 1151 �� 0 0 0
PSSAME • PRIVATE SANITARY SEWER ACCESS and LO L15 21.17 N73 °07'00 "E C15 9.83 275.00 N47 °15'35 "W 9.83 Use: SFR DB 6198, PG 2689 I / / / I� J
cD No. 37107808003, Dated June 18, 2007. -- Lot No. 28a, Linville Oaks �,/ tJ.J r14 a-
MAINTENANCE EASEMENT U L16 30.00 S85 021'54 "W C16 318.60 275.00 N81 028'25 "W 301.08 Lot No. 22, Linville Oaks
�.. PROPERTY CORNER z 2. No portion of this tract is located within a designated Watershed. / / i PB 153, PG. 18 - \ /
• • EASEMENT CORNER L17 86.14 N05 °21'20 "W C17 39.27 25.00 S20 °20'10 "W 35.36 \ PB 153, PG. 18 /
3. All the necessary approvals have been (will be) obtained from Zoned: CU -RS -40 /
LINES NOT SURVEYED o o / G / \ \ Use: Vacant \ Zoned: CU -RS-40
0 0 FENCE I L18 474.10 N00 45'54 "W C18 21.03 25.00 S48 45'31 "E 20.41 State and Corps for any wetland disturbance and /or stream Parcel No. 0166638 \ \ '� �� i \ Use: SFR
OVERHEAD UTILITIES 1 L19 30.55 S81 027'40 "E C19 68.23 50.00 N33 045'31 "W 63.06 crossing disturbance. _� F Q �\ \ / N� ^�
Mark F. Shina & s i / / 00 O M o
L20 131.93 S00 059'04 "E C20 52.36 50.00 N35 020'10 "E 50.00 4. This site is located within the Haw River River Basin, Carol F. Shina 0 ti�77 �� Parcel No. 0166631 / 0) ODK)
L21 56.22 N54 °24'05 "E C21 52.36 50.00 S84 °39'50 "E 50.00 DB 6359, PG 1151 \ /� \ \ John A. Hedin & / Q U) LO L
° ° TREE COVERAGE/ PRESERVATION NOTE: \ �__ _ __ _ Lynette R. Hedin a N I` n N
L22 37.81 N65 20'10 "E C22 68.23 50.00 S15 34'09 "E 63.06 � ° / Lot No. 28 Linville Oaks - -- --- - - - - -� 1 \ // Y / O N N N m
1. Required tree coverage/ preservation area is 20% of the site. I �_ , PB 153 PG. 18 �� \ - - - - _ __ -� - - - - DB 7186, PG 2589 / .....o
L23 9.63 N46 014'10 "W C23 21.03 25.00 N00 134'09 "W 20.41 2. 48.932 Acres (outside R /W) x 20% = 9.786 Acres (Required). " P r- ----- - - - - -- / Lot No. 21, Linville Oaks / U > M M M R }
Zoned: CU -RS -40 I I I ( 1�
L24 61.65 N46 014'10 "W C24 39.27 25.00 N69 139'50 "W 35.36 3. Total tree coverage/ preservation area provided: 10.248 Acres (20.9 %). 1 1 1 I I i PB 153 PG. 18 Z2, _j z
Use: SFR I I I 1 I I 1 Parcel No. 0166664 Z
L25 71.28 N46 014'10 "W C25 52.48 275.00 S59 052'07 "W 52.40 4. See Sheet Two for Tree Preservation details. / Zoned: CU -RS-40 I / - N Lii o Z O
L26 1.28 N65 020'10 "E C26 39.74 325.00 N57 054'16 "E 39.72 `��' / I I I I I I i �� \�� / /G. Use: SFR I I o o = 0
L27 43.06 S78 057'08 "W C27 131.63 325.00 N73 000'39 "E 130.74 \Ss9 / I I 1 I �I o �� / - �A�� I I W Z a Q W
L28 23.94 520006'28 "W C28 24.61 325.00 N86047'01"E 24.61 \ �F / I i I �I I III ` I o �1S�ah� I I Parcel No. 0166667 Q g O
L29 20.00 N65020'10 "E C29 46.97 30.00 S44006'10 "W 42.32 I ma I , / CA -2 A A / I Linville Oaks - w Z 0 H
L30 15.00 S86 37'34 "E I rn 1 (n
° Imll� I -� HCL
See Above for � Common Area & S Homeowners Associatic U
° I I Z I I o „ Additional Parcel Offsite Septic s �DB 6101, PG 2961 O U) Z
L31 50.31 S86 3734 "E / I I i o 1II i o`� \ i Information Easements �J F / I JCommon Elements N W d O
L32 30.39 511 036'10 "E Parcel No. 0166667 CA -2 I I ° I 1 rn\ \ / 5.014 Acres / Linville Oaks Q Z H U
L33 44.36 Sll °36'10 "E Linville Oaks Common Area & I �i i i °o+�� / # N PB 153, PGs. 15 -19 00 WO ce
L34 140.57 N13 006'51 "E Homeowners Association Offsite Septic II I I r' \ / s� / / / /Zoned: CU-RS-40 p t? at LL
DB 6101 PG 2961 Easements �1 I I 1 J v Use: Vacant W a I` `D
L35 29.78 N73 °04'35 "E Y I -� N L W
\ Common Elements, Linville Oaks/ 5.014 Acres h I I I I \ / °-' / / W 0 o
L36 51.42 N87o29'23 "E _ \ PB 153, PGs. 15 -19 # y~ 1 i i1 I II \�) ee Preservation / / V o .0 ^ ce 0
L37 129.36 S02 30'37 "E Zoned: CU -RS -40 / Y 2 Area 1 '° o L.L z
Par -el No. 0166645 \ 6� I I 1 9 / � c" z o w 0
Harc id L Wilkes & Use: Vacant e / h ,\ ( f}. 12 G� / = N 0) 3 Z LL
Delores R. Wilkes \ P� reservatio re Q� �\ �` \ ��� / y es - / U Z x oM w
_ (Drainage Esm't) ` - ria cces rt, Parcel No. 0166288 m 3 V)
DB 7017, PG 607 \ p ✓ William L. Dixon & = to iw
\ .734t Acres ` _ it
1 Lot No. 35, Linville Oaks = Tr ' s t Patricia M. Dixon o M
PB 153, PG. 17 \ � 40,298 SF o: - 0 �
/ DB 3533, PG 1889
Parcel No. 0166646 Zoned: CU- 1'5-40 � / � \ \ � \ 0.925 Acres � Lot No. 10, Forest Creek
\ Jeffery S. Williams & ` -� Use: SFR
�i PB 78, PG. 50
Sharon Williams � \ \ 12
Linville Zoned: RS -40 OWNER/DEVELOPER:
/ DB 7049, PG 1512 \ \ Rid 44
/ Parcel No. 0166667 c� � 9e DtIV ,203 SF
Linville Oaks Lot No. 36, Linville Oaks \ \ P k4- s'� # \ Use: SFR
PB 153, PG. 17 = �� ubI1C 1.015 Acres Combs, Inc.
i OPosed c/o Kevan Combs
Homeowners Association Zoned: CU -RS -40 \ -� P.O. BOX 790
DB 6101, s, 2961 Use: SFR s„ 20 utility Esrr►'t 13 1
/ Common Elements, Linville Oaks �� 4 Oak Ridge, NC 27310
PB 153, PGs. 15 -19 \� � � a°'� �` „� 3,.� �� /
Zoned: CU -RS -40 \ ti 491137 SF �,� 49,934 SF I PH: 336 - 686 -3279
I I f�s�` O a 2 1.146 Acres /
/ Use: Vacant \ es5 PLO # i
I e�o,Ied �o F 41,850 SF # / ' `� Zo' �� ZpN MUST
o�N °S• X9) 0.961 Acres \ A / \�� I L I TY �N,�
# 5.. 1f 1hIA ARC �J P Q- /?
OT �'7j
U l % �� <� � / p C'J,
41,850 SF / ,, 14 � `�
O
/ \ Tr Pre rva 'on A ea 0.961 Acres C�Je / a „ \ Ri P zsR \ 42,0 SF I 1� OZ 2
/ I I 11 Ac # ,�` e�d9e�l LASS = ��R 0.981 Acres Q D D M
Parcel No. 166652 / s, / \ �`�v� \\ Q��pbG J(�ss s xlo.s xsa•o 18 # )
Common Area & / 7 \ 5� 0
Adrienne Abrahamsen 41,879 SF 6, 'tem0d ��a� I 42,815 SF
/ I Lot No. 42 Linville Oaks /� \ / \ '
DB 7035, PG 1255 9 to
Offsite Septic 0.961 Acres � P CA-4 ?� � 0.983 Acres 17
/ Easements o # - �� / Common Area # 40,917 SF BEFORE YOU DIG!
PB; 153 PG. 17 S j_
/ F 91,751 SF J pryP �� / 19 0.459 Acres
/ I Zoned: Vacant - 0.939 Acres
CONTACT ONE -CALL CENTER
2.106 Acres �` �- �a 1�` �� / 40,300 SF # ��
Use: Vacant #
#6628 �` p�5 20 0.925 Acres 1- 800 - 632 -4949 .
o
/ w a
0.919 Acr s� #
coo # ee ation Ar 15
Drainage - R �7 21 1. 6f s 16 44,758 SF
Area �� �/i /�rl 0 N L' t°� 40,107 SF / 42,043 SF 1.028 Acres %
Acres / i \ o 0.921 Acres - ' 0.965 Acres # /
�/ # �J' - / #
Parcel No. 016666 -
a
Linville Oaks eowners Association
I
DB 610 2961 �o ` O / / P 1 � �' �� � / O �■■�
C on Elements, Linville Oaks _ � r z
� B 153, PGs. 15 -19 � 42,625 SF � " �
/ I 0.979 Acres # A 24 3, \ Tr a Preservation »gym / H
Zoned: CU -RS -40 a
2SR Are Flood Plain and Open Space _ . G+ 3 / O
Use: Vacant 41,407 SF \� \ e
0.951 Acres i �� CA -5 Dedicated to Town of Oak Ride �a t`a common Area er e & Parcel No. 0166287 Q
• \
# � � � � � � � Common Area & g c�� orfsite septic 9 � _ � James A. Kinneman &
1.650 Acres P Easements n
�� • Offsite Septic `a 12,170 SF / Carol A. Kinneman z
Easements I v� Buffer Es / DB 6639 PG 2164 z
i/ RIPS OUrI_ET 3p'rtao 1 0.279 Acres Q
c 20' Pedestr n Access Esm't & 42,625 SF / SizE• lo° 40,972 SF \
/ `, # Lot No. 9, Forest Creek
0.979 Acres A _ �s Xto x24 „D I 6 0.941 Acres �r \ PB 78, PG. 50 J
- PSSAME o be Remo�d Along # /
o # aiha \ Zoned: FR H O O
_ ear of Lot Nos �,� 25 9eapa�t7�7 Use: SFR
(PB 153, 15- 19) /
En 3 ^' 40,732 SF 22 U Approximate L Location of- Fs�� ` ��
„ „ t
� / °`' � I I �_7 Zn 0.935 Acres i � 41,140 SF � � Flood Zone AE the � � Q Q Z
41,625 SF # 1 %Annual Chance Flood Ill
\� - - - - -� 1 0.956 Acres ,,� Common Area & 0.944 Acres Parcel No. 0166284 � W
42,464 SF 40,415 SF # / / -� Offsite Septic # (100 -Year Flood) per FIRM Andrew C. Kampen & H
0.928 Acres Easements 23 No. 37107808007 Dated Cole M. Kampen (�11''''�� (n
�� 0 June 18, 2007 p O V
0.975 Acres �� , DB 7364 PG 1334 H
�F- # / 26 I 1.1815 #Acrs 1 4 ?,299 SF I Lot No. 6, Forest Creek
/ -6 0.971 Acres PB 78, PG. 50
Z rl 42,479 SF
Linville Dri 0.975 Acres �i', Common Area &
a / / Zoned: RS -40
# Offsite Septic Use: SFR J H O
J W I � �
IIbIIC R/ ^ Easements / J = z
\ (Proposed)` ci \ 40,657 SF W I�
27 0.933 Acres istin Treeline
rn - 42 491 SF \ # �'
z z
o0 t - -- U
r o I ,.; „� N � ,,;� ,�� ,�;� N,� r 0.975 Acres �-
w 1W T I # \ Dr ' tr _ ~ J Q Q ice
/ r W
Parcel No. 0166267 / O
Jeremy Page & W L.1. '
v CD 43,9059 SF r' `/ DB 6271, PG 1516 mi w C
NJ I ` \ 1.009 Acres -�_�E Zon : RS-40 (1"�
I # t.J
I 11 Approximate Location of ® se: SFR
31 Flood Zone "AE" the O
1 O 30 41,869 SF / ( 1% Annual Chance Flood
11 Area Dedicat to 42,623 SF 633 SF 0.961 Acres I 1 (100 -Year Flood) per FII Z ~
42, Flood Plain and Open Space No. 3710780800] D eat d
\ 0.978 Acres 0.979 Acres # /
bhc # # / Dedicated to Town of Oak Ridge June 18, 200 1
R/W 1 i / j 3.650 Acres I
SF
16,737
0.384
Parcel No. 0166277
277
' cA -8 r' - �-<- 1_ - - / Jeffery Hanks &
\ / Common Ar n Hanks
\ I sep v _ Susa
sements
Approximate Location of OUT I 17,829 SF Access and Trail DB 3900, PG 1823
Flood Zone "AE" N I I 0.40 res Peoeswwn_ \ Zoned: RS -40
the ^ \ % \ Use: SFR
1% Annual Chance Parcel No. 0166277
Flood / Jeffery Hanks &
(100 -Year Flood) per FIRM t 1 / / ( Susan Hanks
No. 37107808007, Dated \ DB 4402, PG 1439 &
June 18, 2007 \ �' PB 97, PG 78
Zoned: RS-40
Use: Vacant
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 6

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PLAT INFORMATION
ZONING DISTRICT AG (RS -40 Proposed)
ACREAGE IN TOTAL TRACT 49.345± Acres (Per Deed)
DEED REFERENCE(s) Deed Book 5149, Page 1527
Deed Book 6067, Page 900
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 Haw River 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.
LEGEND /
UP • UTILITY POLE
LP • LIGHT POLE
C/L • CENTERLINE
B/L • BUILDING LINE
NTS • NOT TO SCALE +1 N
EIP EXISTING IRON PIPE I O Pal -.el No. 0166645
EIR • EXISTING IRON ROD
NIR NEW IRON ROD Harc,ld L. Wilkes &
R/W • RIGHT OF WAY W 9
DE • DRAINAGE EASEMENT Z z ,, Delores R. Wilkes
4;
SDE • SIGHT DISTANCE EASEMENT ry s
PT • POINT (NO MONUMENT SET) _ DB 7017, PG 607
RCP • REINFORCED CONCRETE PIPE -
SPL • SPECIAL PURPOSE LOT
ESM'T • EASEMENT Z 72 \ - Lot No. 35, Linville Oaks
OSSE • OFF SITE SEPTIC EASEMENT 6
P SSA ME • PRIVATE SANITARY SEWER ACCESS and � I PB 153, E G. 17
MAINTENANCE EASEMENT
• PROPERTY CORNER Z Parcel No. 0166646 Zoned. CU -PS -40
� • EASEMENT CORNER
- LINES NOT SURVEYED Jeffery S. Williams & Use: SFR
FENCE I
T OVERHEAD UTILITIES jl
SELF-INSPECTION_ REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A -54.1
IPROJECTNAME: PROJECT NO.: I
(NAME OF INSPECTOR: AFFILIATION": I
I I I I (`Landowner, Financially ResponsilNe Party orlggent)
IADDRESS OF INSPECTOR:
ITELEPHONE NUMBER:
I I I I I
i I
I I I I I I I I
(signature: I (Date: I
(Landowner, Financially Responsible Party or Agent) I
I I I I I I I I I
(Phase of Approved Erosion and Sedimentation Control Plan: Mark (X)
lnstallatlon of perimeter erosion and sediment control measures
IClearinq and grubbing of existinq around cover
ICompletion of any phase of grading of slopes or fills
Installation of storm drainage facilities
ICompletion of construction or development
Estahlishment of permanent q, uund cover sufficient to restraln erosion
I I
(EROSION AND S - DIMENTATION CONTROL MEASURES - NSPECTED:
Measures Installed Since
Name/Numberf Last Re6�Qrt Measure significant
Location of Measure Proposed Actual Operating Deviation
(List all measures Dimensions Dimensions Properly from Plan?
on Plan) (feet) {feet) (Yes /No) {Yes/No] Describe Gorr®ctiveActions Needed"`
I I I I I
I I I I I
I I I I I
List actions taken to correct deviation or restore sediment damage on "Actions Taken Sheet"
Erasion and Sediment Control Measures Inspected: (Continued)
Measures Installed Since
NamelNumberf Last Report Measure Significant
Location of Measure Proposed Actual Operating Deviation
(List all measures Dimensions Dimensions Properly from Plano?
on Plan] (feet) fleet] fYeslNo) (YeslNoi Describe Corrective Actions Needed'
I I I
I I I I
I I I
I I I
Date Phase of date Gtr ©und
Ground Cover on Grading car ®r Is Ground Cover Sufficient to
Slopes (B}r Location) campiata Provided Restrain Erosion? (YeslNa) describe Corrective Actions Needed
I I I I I I
Date T Date Ground
Permanent Ground Construction Corer Is Ground Cover Sufficient to
Cover (By Location) Complete Provided— Restrain Erosion? (YesdNo)
^Lis: actions taken to correct deviation or restore sediment damage on "Actions Taken Sheet "
Page 1
Page 2
Location of
Deviation or Date Action
Sediment Damage Actions Taken to Correct Deviation or Restore Sedimentation Damage Taken
1
I I I I I
I
I I I I I I I I I
I I I I I I I I
I I I I I I I I I
I I I I I
I I I I I I I
I I I I I I I
I
I I I I I I
Page 3
\ \ Sharon Wiiliams
\ DB 7049, PG 1512
Parcel No. 0166667 Lot No. 36, Linville Oaks
Linville Oaks PB 153, PG. 17
Homeowners Association Zoned: CU -RS -40
DB 6101, PG 2961 \ Use: SFR
Common Elements, Linville Oaks -
PB 153, PGs. 15 -19 \
Zoned: CU -RS -40
Use: Vacant
er
rf%.,,rr,.,r, Arcs Q. ,
*N\- Approximate Location of
\ I
Flood Zone "AE" the �
Parcel No. 0166667
Parcel No. 0166267
Jeremy Page &
Amy Page
DB 6271, PG 1516
Zone : RS -40
_000gse: SFR
� r
Linville Oaks Drive
I o
n
\ SITE
I
i
I
1
1
1
\ VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
CAR
fS �i
S1 0�9
SEAL
10727
y� 20r Vtl�i %� a : �
— —
it \ ,,,��'S•t�r�Cf•P`��,.
SED I MEN
FENGE
SE MBER 24, 2015
RIP RAP OUTLET
18
42,815 SF
0.983 Acres
0
r � �
Flood Plain and Open Space
Dedicated to Town of Oak Ridge
1.650 Acres _
\ � J
Approximate Location of-,-
Flood Zone "AE" the
1% Annual Chance Flood
(100 -Year Flood) per FIRM
No. 37107808003, Dated
June 18, 2007
i
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.
SEDIMENT BASIN REOU I REMENTS
SKIMER BASIN #1
BOTTOM: 10'x26'x2' DEEP
BAFFLES SPAGED 65 APART
SKIMMER SIZE = 1.5" H/ 0.5" ORIFICE
SKIMMER BASIN #2
BOTTOM: 4'xl6'x2' DEEP
BAFFLES SPAGED 4' APART
SKIMMER SIZE = 1.5" H/ 0.5" ORIFIGE
SKIMMER BASIN #3
BOTTOM: 6'x20'x2' DEEP
BAFFLES SPAGED 5' APART
SKIMMER SIZE = 1.5" H/ 0.5" ORIFICE
SKIMMER BASIN #4
BOTTOM: 4'xl5'x2' DEEP
BAFFLES SPAGED 3.75' APART
PHASE II SKIMMER SIZE = 1.5" H/ 0.5" ORIFIGE
EROSION CONTROL NOTES: SKIMMER BASIN #5
1. TOTAL AREA = 15.3± ACRES BOTTOM: 15'x5Tx2' DEEP
2. TOTAL DISTURBED AREA = 2.55± ACRES BAFFLES SPAGED cl.25' APART
3. SOILS: ApB,ApG,GcB,GcG, (GLASSB), Hh ( GLASS D) SKIMMER SIZE = 1.5" H/ 0.75" ORIFICE
4. AVERAGE SLOPE: 4% -&%
GONSTRUGTION SEG2UENGE:
I. OBTAIN GR DING PERMIT
2. INSTALL S DIMENT FENCES AND SKIMMER BASINS.
3. GLEAR AND GRADE SITE. INSTALL STORM DRAIN PIPES WITH
ENDHALLS AND OUTLET PROTECTION.
4 INSTALL EXCELSIOR MATTING SHALE PROTECTION ON ALL
SHALES, EXGEPT SHALE #7, WHIGH REG2UIRES SYNTHETIC
MATTING.
5. SEED AND OR LANDSGAPE ALL DISTURBED AREAS AS NOTED
BELOH.
GROUND STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION STABILIZATION
PERIMETER DIKES, SWALES, DITCHES 7 DAYS
AND SLOPES
HIGH QUALITY WATERS (HQW) ZONES 7 DAYS
SLOPES STEEPER THAN 3:1 7 DAYS
SLOPES 3:1 OR FLATTER 14 DAYS
ALL OTHER AREAS WITH SLOPES 14 DAYS
FLATTER THAN 4:1
TIMEFRAME EXCEPTIONS
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7 DAYS FOR SLOPES GREATER 10
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11
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OWNER/DEVELOPER:
Combs, Inc.
c/o Kevan Combs
P.O. Box 790
Oak Ridge, NC 27310
PH: 336-686-3279
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OWNER/DEVELOPER:
Combs, Inc.
c/o Kevan Combs
P.O. Box 790
Oak Ridge, NC 27310
PH: 336-686-3279
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PROJECT No.
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WATER ENTRY UNIT WITH
®r, TRASH SCREEN
-
eaoo ate
ORIFICE OPENING INSIDE -
CONSTANT HYDRAULIC HEAD
E
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HOSE
FLOAT -
TOP VIEW II1 -1I
"" C VENT PIPE
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT AMOUNT OF
TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE DISCHARGE END
OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT SHEET, AND
INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
POTENTIAL FOR PIPING CAN
OCCUR. PROPER DESIGN TO -
MINIMIZE DISCHARGE AROUND _
PIPE MUST OCCUR.
WATER ENTRY UNIT
= I1= 111 =111 =1 = =
END VIEW DISCHARGE PIPE SIDE VIEW
SCHEDULE 40 (NO SCALE)
EARTHEN EMBANKMENT
EMERGENCY SPILLWAY
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HOSE -
FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT
PVC VENT
PIPE
FLOAT
L = 1.4 x DEPTH
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
MAINTAIN DEPRESSION TOI I I- III - III -I I1J�
MINIMIZE CHANCE OF SKIMMER -
BECOMING STUCK
DRAWN BY T. R. EVANS 10 /10
J. W. FAIRCLOTH & SON INC.
WW W.FAIRCLOTHSIQMMER.COM
TELEPHONE: [phone]
FAX: [phone]
EMAIL: WARREN @FAIRCLOTHSIQMMER.COM
I DRIVE STEEL P05T A MINIMUM OF 18" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH UPHILL ALONG THE LINE OF P05T5
MAX 10' SPACIN6 BETWEEN POSTS
2 ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE FENCE 6" INTO THE EXCAVATED TRENCH
5. ATTACH THE FILTER FABRIC, TO THE WIRE FENCE AND EXTEND THE BOTTOM OF THE FABRIC 6" INTO THE TRENCH.
4. BACKFILL THE TRENCH AND COMPACT THE #5? STONE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE 50 THAT RUNOFF 15
FORGED TO 60 THROUGH THE FENCE AND CANNOT 60 UNDER IT
11
STEEL POST -�_
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fn ry
FILTER FABRIC i
V
-
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174
Ti
H06 WIRE FENCE
1
WASHED #51 STONE TO 6" ABOVE 6ROUND
BACKFILL 6" X 6" TRENCH WITH #57 STONE
TEMPORARY SILT FENCE
NTS REVISED: 4/24/01
CONSTRUCTION SPECIFICATIONS
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1.
CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND
ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY
LRE
ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER
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10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE
FLOW
CONSTRUCTION
DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW
BAFFLE (TYPJ
WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. (REFERENCES: SURFACE
BASIN AS NEEDED.
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2.
ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
4. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES AND SPACED A MAXIMUM OF 4 FEET APART. THE TOP OF THE FABRIC
MAINTENANCE
VEGETATION. ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
INCHES LOWER THAN THE TOP OF THE EARTHEN EMBANKMENT.
LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT
A ��OV\
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
6 INCHES TO ALLOW FOR SETTLEMENT.
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3.
SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM
cc�
BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION
SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR
GROUWING IN THE BOTTOM IF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
A TEMPORARY SEDIMENT BASIN.
PROVIDING LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
EARTHEN
4.
PLACE THE BARREL (TYPICALLY 4 -INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH
EMBANKMENT TC 2
8. DRAPE THE COIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION. SECURE THE
FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND,
O4y4t _ /
C CJ SUPPORT P05T. 24" INTO
IF THE SKIMMER IS CLOGGED WITH TRASH SND THERE IS WATER IN THE BASIN, USUALLY
GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL
F
a" -16" STONE B
W/ FABRIC �/ 4p�. / OTTOM OR SIDE
9. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
AROUND THE PIPE SPILLWAY IN 4 -INCH LAYERS AND COMPACT IT UNDER AND AROUND THE
�T STAKE TO SUPPORT WIRE
BASIN AND REMOVE THE DERRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT
PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE�q
$ MAX. 4' APART
MAINTENANCE
TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN
�cR@
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
COMPACTING UNDER THE PIPE HAUNCHES.
PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY
Rr �PFy ?s$ SuPPORr ROPE ro wIRE
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
,�
�C1F
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH
BEFORE CROSSING IT WITH CONSTRUCTION EQUIMENT. IN NO CASE SHOULD THE PIPE
5PILRLKAYY TO PREVENT SAGGING
PRESURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT AND REPLACE IF DAMAGED DURING CLEANOUT
CONDUIT BE INSTALLED BY CUTTING A TRENCH TROUGH THE DAM AFTER THE EMBANKMENT
?s$
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER
IS COMPLETE.
S
4
5.
ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS. OR AS DESIGNED.
5' CREST I COIR MESH OR SIMILAR,
WIDTH STAPLED OR TRENCHED
6.
LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT
THE INLET OF THE BAREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND
INTO BOTTOM OR SIDE
o
POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH TA
\
ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED
Co
Q 0
TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
1`1;x,4 SKIMMER
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7.
EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST
y
EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND
CLA551 �^r
ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF
RIP -RAP
Z
THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR (IMPERMEABLE
GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE ANE LONG ENOUGH TO COVER THE BOTTOM
AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE
EDGES MAY BE SECURED WITH 8 -INCH STAPLES OR PINS. THE FABRIC MUST BE LONG
00
ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF
THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET
H�-11/
LL
UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE BAFFLESA_.
SK
IMMER 5 FT I' FREEBOARD
LENGTH OF THE SPILLWAY MULTIPLE SECTIONS SPANNING THE COMPLETE WIDTH MAY BE
.
DEWATERING DEVICE MIN. b" EMERGENCY SPILLWAY
USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTIONS) SO THAT WATER y - ill n n 1.5 FT.
CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN SITRUGOlTW/RE d
A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR DESIGNING, INSTALLING TRUG
AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY, 1999, J.W. FAIRCLOTH AND SON.) FABRG ?i 2'\ �?•�
8. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE
TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT OUTLET PIPE
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPOVED BASIN TRAP
EFFICIENCY (REFERENCES: RUNOFF CONTROL MESURES AND OUTLET PROTECTION).
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS GROSS SECTION
MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT
W1* rnM
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BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND
aU)
ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY
LRE
AFTER CONSTRUCTION (REFERENCES: SURFACE STABILZATION).
r- F- r- IV
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10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
BAFFLES
11. AFTER ALL THE SEDIMENT - PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
CONSTRUCTION
REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. (REFERENCES: SURFACE
2. INSTALL THE COIR FIBER BAFFLES IMMEDIATELY UPON EXCAVATION OF THE BASINS.
STABILIZATION).
3. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP (PRACTICE 6.62, SEDIMENT FENCE).
LLd Z
4. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES AND SPACED A MAXIMUM OF 4 FEET APART. THE TOP OF THE FABRIC
MAINTENANCE
SHOULD BE A MINIMUM OF 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD B A MINIMUM OF 2
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
INCHES LOWER THAN THE TOP OF THE EARTHEN EMBANKMENT.
(ONE -HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
5. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
MAY USE 2 BAFFLES.
ONE -HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE
6. ATTACH A 9 GAUGE HIGH TENSION WIRE STRAND TO THE STEEL POSTS AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE
WITH PLASTIC TIES OR WIRE FASTENERS TO PREVENT SAGGING. IF THE TEMPROARY SEDIMENT BASIN WILL BE CONVERTED TO A
BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION
PERMANENT STORMWATER BASIN OF A GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE BASED ON THE POOL DEPTH DURING USE AS
GROUWING IN THE BOTTOM IF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
A TEMPORARY SEDIMENT BASIN.
p z
7. EXTEND 9 GAUGE MINIMUM HIGH TENSION WIRE STRAND TO SIDE OF BASIN OR INSTALL STEEL T -POSTS TO ANCHOR BAFFLE TO SIDE OF
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE- ANCHOR THE BAFFLES IF WATER IS FLOWING
BASIN AND SECURE TO VERTICAL END POSTS AS SHOWN IN FIGURE 6.65b.
UNDERNEATH OR AROUND THEM.
8. DRAPE THE COIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION. SECURE THE
Z
(� F-
J
COIR FIBER MAT TO THE WIRE STRAND WITH PLASTIC TIES OR WIRE FASTENERS. ANCHOR THE MATTING TO THE SIDES AND FLOOR OF
IF THE SKIMMER IS CLOGGED WITH TRASH SND THERE IS WATER IN THE BASIN, USUALLY
THE BASIN WITH 12 INCH WIRE STAPLES, APPROXIMATELY 1 FOOT APART, ALONG THE BOTTOM AND SIDE SLOPES OF THE BASIN.
JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DERIS
9. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
AND RESORE FLOW. IF THIS DOES NOT WORK PULL THE SKIMMER OVER TO THE SIDE OF THE
10. ADJUSTMENTS MAY BE REQUIRED IN THE STAPLING REUQIREMENTS TO FIT INDIVIDUAL SITE CONDITIONS.
BASIN AND REMOVE THE DERRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT
2 0
ISCLOGGED; IF SO REMOVE THE DEBRIS.
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
OWNER/DEVELOPER:
OBSTURCION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
REPLACE IT PROMPTLY.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH
REMOVE SEDIMENT DEPOSITS WHIN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS,
PRESURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT AND REPLACE IF DAMAGED DURING CLEANOUT
AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF TO DESIGNED STORAGE DEPTH.
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER
j
DEBRIS FROM THE SKIMMER AND POOL AREAS.
AFTER THE CONTRUBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
ILITY
DEPOSIT, BRING THE AREA TO GRADE, AND STABILIZE IT.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS
SHOULD BE
TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
TEMPORARY SEDIMENT TRAP
HITH SKIMMER DEHATERI NC DEVICE
AND POROUS BAFFLES
NO 5GALE
STAPLESI
5PAC I NO
NOTE:
UPSTREAM LINER TO
OVERLAP OVER
DOWNSTREAM LINER.
STAPLE IF NECESSARY
TO STABILIZE.
ZONE 1
AN UNDISTURBED AREA OF VEGETATION
EXTENDING A MINIMUM OF 30 FEET FROM
THE TOP OF BANK OR MEAN HIGH WATER
LEVEL OF O -HER WATER BODIES.
TOP OF BANK
CENTERLINE
OF STREAM
I I
i I I
I I 1
I
I 1 50' 1
� I
150'
I I I BU FFiER
BUFFER I I 1
I
I i i 30' 1 -29-
20' j 30'
I
I
I � 1
1 1 I 1
ZONE 2
AREA OF VEGETATION BEGINNING
AT THE OUTER EDGE OF ZONE 1 AND EXTENDING
LANDWARD A MINIMUM OF 20 FEET.
PERENNIAL STREAM
LOW DENSITY DEVELOPMENT
STREAM BUFFER
NOT TO SCALE
d"
STAPLES 10"
SPACING -
4"
NOTE:
UPSTREAM LINER TO
OVERLAP OVER
DOWNSTREAM LINER.
STAPLE IF NECESSARY
TO STABILIZE.
SHALE DETAIL
WITH TEMPORARY LINER
NITS
RY LINER
TAPLES 1 1/2' TO 6
PART AS NEEDED
O STABILIZE
p TYPICAL STAPLE
#8 GAUGE WIRE
11/2"
TEMPORARY LINER
}
STAPLES 1 1/2' TO 6
APART AS NEEDED
% TO STABILIZE
p TYPICAL STAPLE
SHALE DETAIL #g GAUGE WIRE
HITH TEMPORARY LINER
NTS,
GENERAL PLAN NOTES
1. SOIL EROSION CONTROL DEVICES MUST BE INSTALLED INITIALLY AFTER THE GRADING PERMIT
IS ISSUED AND PRIOR TO CLEARING AND GRUBBING. EROSION CONTROL STAFF WILL CHECK
THESE DEVICES FOR PROPER INSTALLATION AND COMPLIANCE WITH THIS PLAN. A DEVICE
RELEASE IS REQUIRED BEFORE THE ISSUANCE OF ANY COMMERCIAL BUILDING PERMIT.
2. DURING DEVELOPMENT OF THE SITE, THE PERSON RESPONSIBLE FOR THE LAND DISTURBING
ACTIVITY SHALL INSTALL AND MAINTAIN ALL TEMPORARY AND PERMANENT EROSION AND
SEDIMENTATION CONTROL MEASURES AS REQUIRED BY THE APPROVED PLAN OR BY ANY
PROVISION OF THE GUILFORD COUNTY DEVELOPMENT ORDINANCE AND APPLICABLE TOWN
ORDINANCES. ADDITIONAL DEVICES WILL BE REQUIRED BY THE EROSION CONTROL INSPECTOR,
IF NECESSARY.
3. IF FILL MATERIALS ARE BEING BROUGHT ONTO THIS PROPERTY OR IF WASTE MATERIALS
ARE TAKEN FROM THIS PROJECT, THIS INFORMATION MUST BE DISCLOSED AND SHOWN ON
THE EROSION CONTROL AND GRADING PLAN. BORROW AREAS AND DUMP SITES ARE
CONSIDERED TO BE PART OF THIS PLAN.
4. UNDER THE GUILFORD COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE
(AND APPLICABLE TOWN ORDINANCES); AGENTS, OFFICIALS, OR OTHER QUALIFIED PERSONS
ARE AUTHORIZED TO PERIODICALLY INSPECT THE SITES OF LAND DISTURBING ACTIVITIES.
OBSTRUCTING, HAMPERING OR INTERFERING WITH SUCH INSPECTIONS CARRIES A UP TO
$5000 PER DAY CIVIL PENALTY. THE INSTIGATION OF THIS CIVIL PENALTY REQUIRES NO
PRIOR NOTICE.
5. IN AN EFFORT TO MINIMIZE EROSION AND EXPOSURE TIME, EASEMENT AREAS SHALL NOT
BE GRUBBED OR GRADED UNTIL UTILITIES ARE READY TO BE INSTALLED. ALSO, THE IMMEDIATE
SEEDING OF DISTURBED EASEMENT AREAS AFTER UTILITIES ARE INSTALLED WILL ALSO
ELIMINATE MANY PROBLEMS. EASEMENT AREAS WHICH CROSS OR ARE ADJACENT TO
WATERCOURSES SHOULD RECEIVE SPECIAL CONSIDERATION.
6. NO LAND DISTURBING ACTIVITY SHALL BE PERMITTED IN PROXIMITY TO A LAKE OR
NATURAL WATERCOURSE UNLESS A BUFFER ZONE IS PROVIDED ALONG THE MARGIN
OF THE WATER BODY OF SUFFICIENT WIDTH TO CONFINE VISIBLE SILTATION WITHIN
THE 25% OF THE BUFFER ZONE NEAREST THE LAND DISTURBING ACTIVITY.
7. SIDE DITCHES 2% OR STEEPER SHALL BE RIP-RAPPED; OR SEEDED AND STABILIZED
WITH EXCELSIOR MATTING (OR OTHER APPROVED MATERIAL); OR STABILIZED BY ANY
OTHER METHOD APPROVED BY THE COUNTY SOIL EROSION CONTROL INSPECTOR.
8. IF A PERMANENT POND IS USED AS A SEDIMENT CONTROL DEVICE OR DESIGNATED AS A
PERMANENT WATER QUALITY POND, IT MUST BE CLEANED OF SEDIMENT WHEN HALF FULL.
IT MUST ALSO BE CLEANED OUT TO DESIGN VOLUME; ENGINEERING CERTIFICATION OF
COMPLETION SUBMITTED, AND FINAL INSPECTION PERFORMED BY COUNTY STAFF BEFORE
THE GRADING PERMIT IS FINALIZED.
9. CONSTRUCTION ACTIVITIES DISTURBING ONE OR MORE ACRES WILL BE ISSUED A NPDES
STORM WATER DISCHARGE PERMIT AS REQUIRED BY THE FEDERAL CLEAN WATER ACT.
SECTION B OF THIS PERMIT REQUIRES THE FINANCIALLY RESPONSIBLE OWNER(S) TO
PERIODICALLY INSPECT ALL SEDIMENT & EROSION CONTROL DEVICES, AND TO KEEP
KEEP A RECORD OF THESE INSPECTIONS. FURTHERMORE, THE NORTH CAROLINA DEPARTMENT
OF NATURAL RESOURCES DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES REQUIRES
THE FINANCIALLY RESPONSIBLE OWNER(S) TO SELF - INSPECT THE SITE AT VARIOUS PHASES
OF DEVELOPMENT. THESE PHASES ARE OUTLINED ON THE COMBINED SELF - MONITORING
AND INSPECTION FORM.
10. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE
THAT CAN RETAIN VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES. THE NPDES PERMIT REQUIRES THAT PERIMETER SLOPES, BERMS, SWALES,
DITCHES, SLOPES STEEPER THAN 3:1, AND AREAS WITHIN HIGH WATER QUALITY (HWQ)
ZONES TO BE SEEDED WITHIN 7 DAYS. SLOPES LESS THAT 10 FEET IN LENGTH AND ALL
OTHER AREAS MUST BE SEEDED WITHIN 14 DAYS AFTER FINAL GRADE IS ESTABLISHED.
11. THE OWNERS) IS RESPONSIBLE FOR THE LONG TERM MAINTENANCE OF GROUND COVER
ON THE PROPERTY. GROUND COVER MUST BE MAINTAINED TO A DEGREE THAT PREVENTS
SOIL EROSION AND SEDIMENTATION AT ALL TIMES.
12. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON THE PROPERTY OWNER(S)
COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATIONS, AND RULES.
IN ADDITION, LOCAL TOWN OR COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO THIS
LAND DISTURBING ACTIVITY. THIS APPROVAL DOES NOT SUPERSEDE ANY OTHER PERMIT OR
APPROVAL.
13. NO TEMPORARY EROSION CONTROL MEASURE(S) MAY BE REMOVED WITHOUT APPROVAL
FROM THE EROSION CONTROL INSPECTOR. DEVICES REMOVED WITHOUT APPROVAL OF THE
INSPECTOR MAY RESULT IN ENFORCEMENT ACTIONS, INCLUDING DEVICES BEING REPLACED
TO APPROVED PLAN SPECIFICATIONS.
ado A
PERMANENT SEED I NC SPECIFICATIONS
DEFINITION
Seeding disturbed areas with perennial grassed and /or legumes to provide a permanent vegetative cover
to lessen runoff and soil erosion.
PURPOSE
To lessen soil erosion and permanently stabilize disturbed areas created by grading of construction sites.
GONDITION5 WHERE PRACTIGE APPLIES
All bare soil areas on construction sites which are not covered by structures or other erosion control devices.
PREPARATION
Prepare seedbed by ripping, chiseling, harrowing, or plowing to depth of six inches so as to produce a loose,
friable surface. Remove all stones, boulders, stumps, or debris from the surface which would prohibit
germination of plant growth.
Incorporate into the soil 800 to 1,000 pounds of 10 -10 -10 fertilizer plus 500 pounds of 20% superphosphate
per acre 4 two tons of dodomitic lime per acre unless soil tests indicate that a lower rate of lime can be used
Mulch after seeding with 1.5 tons of grain straw per acre and either crimp straw into soil or tack with liquid
asphalt at 400 gallons per acre or emulsified asphalt at 300 gallons per acre.
Select seeding mixture and best planting dates from table below.
PLANTS 4 MIXTURE PLANTING RATES /AGRE PLANTING DATES
Tall Fescue 100 - 150 Ibs Aug. 15 - Oct. 15
(Low maintenance) Feb. 15 - May I
Tall Fescue 200 - 250 Ibs Aug. 15 - Oct. 15
Waterways 4 lawns Feb. 15 - May I
(High maintenance)
Blend of two turf-tqpe 200 - 250 Ibs Aug. 15 - Oct. 15
tall Fescues (c`10361) and Feb. 15 -May I
two or more improved
Kentucky bluegrass varieties
(10%) (high maintenance)
Tall Fescue 4 100 Ibs Feb. 15 - May 1
Kobe or Korean and Aug. 15 - Oct. 15
Lespedeza 1 / 20 -25 Ibs
Tall Fescue 4 50 Ibs
Sericea Lespedeza 60 Ibs. /ac. Nov. I - Feb. I
(Un5carif ied)
Tall Fescue 4 60 Ibs July and August
German Millet and
or Sudangrass 2/ 30 Ibs
Tall Fescue d 70 Ibs Nov. I - Jan. 30
Ryegrain 2/ and
25 Ibs
Gommon Bermudagrass 8 Ibs (hulled) April 15 - June 30
15 -20 Ibs /acre (unhulled) Feb. I - March 30
I/ For spring seedings, use Scarified Lespedeza seed. For late fall and winter seedings,
use un5carified seed.
2/ Annuals such as Millet, Sudangrass and Ryegrain must be kept at 10 -12" maximum height.
�`��•,�N CAROB %..
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SEAL
DESIGNERS' NOTE: 10727 2
BOUNDARY, TOPOGRAPHIC
INFORMATION, AND PRELIMINARY '•,� /5,,,,"C� p•�`•�`
SUBDIVISION DESIGN PREPARED BY '�•., Z ..�
LAND SOLUTIONS.
EROSION GONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOCIATES, ING., P.A. 5EPTEKBER 24, 2015
PIPE OUTLET TO FLAT AREA
( NO WELL- DEFINED CHANNEL)
u
II I- 1il -1i l
- III -III:
tion AA
Filter
blanket
PIPE OUTLET TO WELL - DEFINED CHANNEL
A --
PLAN
I�
�� III - 111 -111-
Filter
blanket
Notes
I. La is the length of the riprap
apron.
2. d =15 times the maximum stone
diameter but not less than 6 ".
3. In a well - defined channel ex-
tend the apron up the channel
banks to an elevation of 6"
above the maximum tail water
depth or to the top of the bank,
whichever is less.
4. A filter blanket or filter fabric
Should be installed between
the riprap and soil foundation.
LON5TRUGTION 5EECIFIG6TION5
I. Ensure that the subgrade for the filter and riprap follows the required lines
and grades shown in the plan. Compact and fill required In the subgrade to the
density of the surrounding undisturbed material. Low areas in the subgrade on
undisturbed soil may also be filled by increasing the riprap thickness.
2. The riprap and gravel filter must conform to the specified grading limits
Shown on the plans.
3. Filter cloth, when used, must meet de519n requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removing the riprap and placing another piece of filter cloth over the damaged
area. All connecting joints should overlap a minimum of I ft. If the damage is
extensive, replace the, entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging the filter.
5. The minimum thickness of the riprap should be 1.5 times the maximum stone
diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard, angular,
highly weather - resistant and well graded.
7. Construct the apron on zero grade with no overfall at the end. Make the top
of the riprap at the downstream end level with the receiving area or slightly
below it.
8. Ensure that the apron 15 properly aligned with the receiving stream and
preferably straight throughout its length. If a curve is needed to fit site
conditions, place it in the upper section of the apron.
9. Immediately after con5truction,5tabIl1ze all disturbed areas with vegetation
(Practices 6.10, Temporary 5eeding, and 6.11, Permanent 5eeding ).
.MAINIMM0
Inspect riprap outlet structures after heavy rains to see if any erosion around or
below the riprap has taken place or if stones have been dislodged. Immediately
make all needed repairs to prevent further damage.
OUTLET STABILIZATION STRUCTURE
NTS
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7 4 INFORMATION FOR SIGNAGE IN SUBDIVISIONS
1. All signs shall be made using Type III Sheeting.
Linville Ridge Drive
N 50' Public R/W
v
50' RIGHT OF WAY
20' PAVEMENTI
SHOULDER SHOULDER DITGH
6' I — 6 5'-
1/4" PER FT
It, PER 1=T� /� \ � PER =3.
6� 2" SFq.SA HOT MIX ASPHALT TERRAIN MAX. SLOPE
(AVO. RATE OF 220 LBS /SY FOR I LEVEL 2 : 1
2" LIFT OR 110 LBS /SY FOR 2 1" LIFTS) ROLLING 2 : 1
10" ABG (GOMPAGTED) HILLY 1 -1/2 1
9]
1
TYPICAL ROAD SECTION
LOCAL. 1RE51 DENTI AL. ROAD
NTS
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19 +00
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2. All "Stop" and "Warning" Signs shall be 30" X 30 ".
3. All signs shall be placed on 3 -lb (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.
LINVILLE RIDGE DRIVE - 50' PUBLIC R/W
DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIG
INFORMATION, AND PRELIMINARY
SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOG I RTES, INC., 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
30"
STOP
z
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NOT LESS THAN 6' m
Cn
D
HEIGHT and LATERAL LOCATION
NOT TO SCALE
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F.20
22 +00 23 +00 24 +00 25 +00 26 +00 27 +00 28 +00 29 +00
SCALE: 1 " =40' HORIZ.
1 " =4' VERT.
w
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Haw River Road
Linville Oaks Drive
a
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV I 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
CAROB
�pQ'�oFESSioti
9
SEAL
10727
I'20'A FNGI NEE
I'S • Z.
SEPTEKBER 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 FOR CONSTRUCTION
MU S 7-
P S- ILITY p 4A,
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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
DATE: 09/14/15
SCALE: 1 " =40'
DRAWN BY: MCS
CHECKED BY: NZC
SHEET
4 of 6
Telephone: [phone]
www.landsolutionsofnc.com
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LAND N D
Fax: [phone]
SOLUTIONS
LAND SURVEYING, DESIGN AND PLANNING
Firm License: P -1190
200 South Regional Road, Suite 104, Greensboro, NC 27409
Post Office Box 347, Oak
Ridge, NC 27310 -0347

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SUBDIVISION DESIGN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
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ASSOCIATES, ING., P.A.
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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 -lb (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.
SCALE: 1 " =40' HORIZ.
1 " =4' VERT.
r�
Haw River Road
Linville Oaks Drive
m
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VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV I 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
CARO"
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10727
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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 FOR CONSTRUCTION
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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
COURT
STAN 0+00-2+60
PROJECT NO. 13600009 y
DATE: 9/14/15
SCALE: 1 " =40' ` ' C��(,�
DRAWN BY: MCS
CHECKED BY: NZC
SHEET
5 of 6
Telephone: [phone]
4 www.landsolutionsofnc.com
LAND 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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#� *` TERRAIN MAX. SLOPE
2" SFq.SA HOT MIX ASPHALT
(AV5. RATE OF 220 LBS /SY FOR I LEVEL 2 : 1
2" LIFT OR 110 L135 /SY FOR 2 1" LIFTS) ROLLING 2 : 1
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DESIGNERS' NOTE:
BOUNDARY, TOPOGRAPHIC
INFORMATION, AND PRELIMINARY
SUBDIVISION DE5I GN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOCIATES, INC., P.A.
35 +00 36 +00
SCALE: 1 " =40' HORIZ.
1 " =4' VERT.
r�
Haw River Road
Linville Oaks Drive
m
8
n
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV I 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
ESSioti yam•,
9
SEAL
10727
0'p FNGI NEE At
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fill
5EPTEKBER 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 FOR CONSTRUCTION
, � MU S 7-
ITy p !:�NA0
C�' �O
A O
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_j LU z=
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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
830 PROJECT NO. 13600009
DATE: 6/25/13
SCALE: 1 " =40'
DRAWN BY: LRE
CHECKED BY: LRE
SHEET
6 of 6 �
Telephone: [phone]
820
www.landsolutionsofnc.com
LAND LAND 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 DE5I GN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOCIATES, INC., P.A.
35 +00 36 +00
SCALE: 1 " =40' HORIZ.
1 " =4' VERT.
r�
Haw River Road
Linville Oaks Drive
m
8
n
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV I 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
ESSioti yam•,
9
SEAL
10727
0'p FNGI NEE At
Z C P�
fill
5EPTEKBER 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 FOR CONSTRUCTION
, � MU S 7-
ITy p !:�NA0
C�' �O
A O
� o
_j LU z=
Q IIII/ �I I y rn
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
830 PROJECT NO. 13600009
DATE: 6/25/13
SCALE: 1 " =40'
DRAWN BY: LRE
CHECKED BY: LRE
SHEET
6 of 6 �
Telephone: [phone]
820
www.landsolutionsofnc.com
LAND LAND 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 DE5I GN PREPARED BY
LAND SOLUTIONS.
EROSION CONTROL AND PROFILES
PREPARED BY HUGH GREED
ASSOCIATES, INC., P.A.
35 +00 36 +00
SCALE: 1 " =40' HORIZ.
1 " =4' VERT.
r�
Haw River Road
Linville Oaks Drive
m
8
n
VICINITY MAP (Not to Scale)
VICINITY MAP
NOT TO SCALE
REV I 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
ESSioti yam•,
9
SEAL
10727
0'p FNGI NEE At
Z C P�
fill
5EPTEKBER 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 FOR CONSTRUCTION
, � MU S 7-
ITy p !:�NA0
C�' �O
A O
� o
_j LU z=
Q IIII/ �I I y rn
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
830 PROJECT NO. 13600009
DATE: 6/25/13
SCALE: 1 " =40'
DRAWN BY: LRE
CHECKED BY: LRE
SHEET
6 of 6 �
Telephone: [phone]
820
www.landsolutionsofnc.com
LAND LAND 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