20200820 Ver 1_USACE Permit_20200929

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-01090 County: Guilford U.S.G.S. Quad: NC-Summerfield
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Oak Ridge Landing Partners, LLC
Attn: Amanda Williams
Address: P.O. Box 16168
High Point, NC 27261
Size (acres) —81 Nearest Town Oak Ridge
Nearest Waterway UT to Beaver Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.174307,-79.980058
Location description: The project area is located approximately 0.1 mile south of NC Highway 150 (Oak Ridge Road),
approximately 0.55 mile east of its intersection with NC Highway 68, in Oak Ridge, Guilford County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 152 linear feet
of streams (124 linear feet is considered a permanent loss), the temporary discharge of fill material into 10 linear feet of
streams, and the indirect loss of aquatic function in an additional 15 linear feet of stream, necessary for the installation of
access and infrastructure for the Oak Ridge Landing residential development.
Applicable Law(s): ❑X Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 6/19/2020, and additional information submitted via email on 9/10/2020, and
the enclosed plans "Oak Ridge Landing" Sheets 1, 4, 9, and 13-15. Any violation of the attached conditions or deviation from
your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty,
and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to deternime Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David E. Bailey at [phone] X 30or David.E.Bailey2(a,usace.army.mil.
Date: 2020.09.29 12.42:24-04'00'
Corps Regulatory Official:
Expiration Date of Verification: 03/18/2022
Date: 09/29/2020

SAW-2020-01090
SPECIAL CONDITIONS
The following deed notification shall be included in the recorded restrictive covenants for the
subdivision before property containing wetlands (Lots 4, 40, and 47 as shown on "Oak Ridge
Landing" Sheet 4 of 17) is conveyed. Any alteration to this language must be approved before
incorporation.
"A portion of subdivision has been determined to meet the requirements for designation as a
wetland. Any subsequent fill or alteration of this area shall conform to the requirements of the
federal rules addressing wetland impacts noted in the Code of Federal Regulations at the time of
the proposed alteration. The intent of this provision is to prevent additional wetland and stream
impacts, so the property owner should not assume that a future application for filling or alteration
would be approved. The property owner shall report the name of the subdivision in any
application pertaining to said rules. This covenant is to run with the land and shall be binding on
all parties and all persons claiming under them."
2. The permittee shall provide a copy of the recorded deed notification, referenced in Special
Condition 1. above, within 15 days of recording, to the U.S. Army Corps of Engineers, Wilmington
District, Raleigh Regulatory Field Office, Attn: David E. Bailey, 3331 Heritage Trade Drive, Suite
105, Wake Forest, North Carolina 27587.
3. Please note that future impacts and/or phases of the Oak Ridge Landing residential development
and related activities associated with Corps Action ID: SAW-2020-01090 may be considered part
of a single and complete project; these impacts may be considered cumulative with impacts
permitted during earlier phases with respect to compensatory mitigation and Nationwide Permit
thresholds. Current cumulative impacts to aquatic resources for this single and complete project
include permanent direct and indirect impacts to 167 linear feet (0.015 acre) of stream channel, of
which 139 linear feet and 0.013 acre are considered a permanent loss of waters and or aquatic
function.
Corps Regulatory Official:
� Date: 2020.09.29 612:42:08-04'00'
Expiration Date of Verification: 03/18/2022
Date: 09/29/2020
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located athttp://coipsmapu.usace.a,M.mil/cm_abex/Pp=136*0.
Copy furnished:
Michael Brame, Pilot Environmental, Inc., PO Box 128, Kernersville, NC 27285
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

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R5-40 / GOMMO ELEMENTS q�
✓862 — — \ \ \ \ \ I I I \ �1 /i %/ \/IGINITY MAP
�- ,� - 4-2 - -� 1 \ I I 1 IIII 1 / \ \ I / ( ,/�/�/ir/ /�/// NO SCALE
�9FFE I \ \ \ ::::; '. / , / / \ \ �\ \ Q �� 1 / / (' ► ' I' / - \ �`�- ' ' �'" //' / / / "/ /''/ /� OWNERS:
i _ / ( //45s' ✓; :, / I / / \ \ \ \ \ / ) I / / / OAK RIDGE LANDING
9=� i•-� / I / �\ \ \ \ - ) / / /� / / / / / I / , \ \ \ \ / �/ / / / - // // / / PARTNERS, LLC
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PO BOX 16168
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///METHODIST CHURCH
/ PROUTE 1, BOX 504
—890 - \ / / 1 / I- / \ \ I / / / / / / OAK RIDGE, NC 27310
�1 \��-' 17 / \ 1 � / / // / / / J 1 \ 1 I I llI ( / l /l / / '/ MR GLENN CRIHFIELD
[phone]
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/ CONTRACT HOLDER:
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1 � / I f / PO BOX 16168
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PO BOX 16168
\ / / / \ � \ � \ I \ \ I \ �, / %' N .�°� cs' i ' / '�/ / // �/ , / / // \\ \ d� 1 I •:�;:•;.: • 1 I i I I I I / � �/ I I B S C HOLDINGS, INC
_93/ i // / / / \ \ \�\ \ I I I HIGH POINT, NC 27261
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PVMT- � / \ / / - / 8) I ,.•;:•• / \ \\ 1 ( I 336 292-9010
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NC�W/P RME Y / / �'GOMM
PROPOSMD STRECT L I xi6AR EL # 3112 / ( \ \ \ \ \\ 1 \ /� / / / /
/ A RID�NIT / I 1 \ \ \ \ \ \ \ \ )\� \ 1 \ / \ IIII I/ 9'P'q
DIM�1�lSIONS \ / \ 1 \ \ �, �� �/ �/ �,/ oa-la ��- /// // \1 \ � � �, � I `�►(�
O01 GHUR IN \ �J •,;.:: ;:. / 1 1 I I 1 \ ( of I I III ; I
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/ / ;r :;':;•:•..'•' �i 11 I /////ij III 6 \ 1111 111 W/FORtfERLY / / DEED RESTRICTION -RESTRICTIVE COVENANT:
r2O , / // / / / / ' ° \ \ 1 i �i / / I �� ( \ IIII III Ay'�GEL #rd0851 /
vpl I W / I 1 I 1 / / / / /, / /, / J i \ I ij / / / \� I I I III I (' W IcMS"/ "Development of subject property is required to be in
i / % / / / \ III i� / I\\ I c^ II II II 1361 P I6/ / accordance with applicable state and federal
/ /o�, regulations for the National Pollutant Discharge
1 II I I 1 % H� IiJ JI+�L TI Elimination System (NPDES) Phase II stormwater
management program. The recording of this document
// / - // \\��S' / / /i i/ /,4,�i / / / I ( IIII I I (I p /R I1� t�L establishes an enforceable restriction on property
Q°C I I I I I I J I usage that runs with the land to ensure that future
development and/or redevelopment shall maintain the
`� \\��, \ \ �G / �� �� I �—� _ �/ / / / / � /// / � ///.� y'• /.- ,- -' `; _�� / /%// � \ I I�� l �`\ \ I II IIII III I P / P
. �, ,9� �' I ( site in a manner consistent with applicable law and
\ \ \ \\ — t�0 I I �`�6of
/ / /rig /r;; I�I' q�I Icp °P �I I 1 I the approved project plans. Any alterations to the site
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shall not be permitted without review and approval by
g gjthe local overnmental office havin urisdiction for
watershed stormwater management protection."
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\ \ \ Q 18" / ,� / / // /_ �� , �� /�' / _ - - - _ - _ , �� 1 I I g3�a1 SF / '�'/N7/ \ Ill ( I \ 1 IIII I I \ \ \ \ 1 I 1
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// i -- _ / / - - -- I 2.153 M 1 I I \\ I I III 1t I I I
PA GEL 16�112
( OAK RI DO u ITED / T / _' 1 \ / -_ - -
\g / tIETHC�DIST HU)kG1 1N / / L \ < _ 3i9° 14 \ / - - -_-892 89�� \ \ I �jf / / / /
DB 1552 - P6 21fb0 `� �_ \ 1 \` 1 I 1 I \ \ / / I\\ \\\ \\ \ \ 1 1 1 1 1 I 1 I SITE NOTES:
-30 / G UR / //9' / - �- - I�GP - - i �� - - - ` \ \ \ I 1. PARCEL 162863 & A PORTION OF 163172
/ / M ( /-� 1 1 , 1 / 1 // / / P ORMERLY , / / / ti ` - _ �- / / / ( / / / / 4
\1 PARGEL #16 00— -" I I / / / v3` / /9,0 -� ` \_ ' &' - - �' / \ \ ) R P / / / / / I 1 \ 1 I 1 I I \ \ \\ \ \ °J 2. REFERENCES:
\ ^ \ \ GARY B BL.,b Ke RN ( I ( / �/ / _` \� \ „ ' / / 0' / / / / '/ / ' / \ \ �, 1' 1 I I / / / �I 33� (" 1 1 \ N\\ ' ` I DB 8206 - PG 2422 & PART OF DB 7352 - PG 2720
\ \ -MY�A-M BLAGKBURN \ I / g� ` ` - - _ / / I /� / / / I I I I \ 1 III I I I I I 0 \ \ 1 \ 111
Q ( ARRON B BLAGKBDRN �. \ - - ` - - - ° / I 1 I \
\ \ \ � � \ I I �p \ � - - - - ` � � \ - � �, 2i \ ) � � � I / / °j / 1111 I I I III III � \ 3�P \ �\ \\ \ \ \ 3. EXISTING LAND USE: UNDEVELOPED
-p \ JESUS DE LA 111 - PC, GONZALEZ-996 - (\\\\\ \\\\\ \\ \\\ \ 1 111 PROPOSED LAND USE: SINGLE FAMILY DEVELOPMENT
�� TDB �I I I - PG 22 � ( \I I I � � � �' �� - - - - \ I / / / 1R`/�`TION /� (/ / / I , \ I I I I I I I \ \ 1 \\ � � � \ \
\\ \ R5-40 / RE5JDBNr[AL� 4. EXISTING ZONING: AG & RS-40
- - - - - ' \ % g I 502a"t5 5F 1y�1// \ \ \ \\ \ \\ \ PROPOSED ZONING: RS-40
30 2; ,\ / / l l Ia.515G 1111 / l 1c�, l l �I I� I I I
5. TOTAL NUMBER OF LOTS: 49
N16 25 ab.� --_ - - 1 / I 1 1 I I � \ I I 1\ 1\ \ \\ \�
\ PAARSZEL�L�lS sso-� \ \ _ _ _ - - - - - - - - - �\
5TEVEN. G LANTZ \ ,I �\ - _ - \ \ /� / 441 I I III - I I I \ \ \ 1 1 \ 6. TOTAL LINEAR FEET OF STREETS: 5,984 LFt
\ V�TjONY M G�9J,� R - , � _ - _ - / / „ /� �/ ti`� / / / 1 / f / l / l f /� I I I 1 \\ 1 I I/ / 1 (/ I I 1 \\ \ FALCON'S TRAIL CUL-DE-SAC LENGTH:
33 - PG \ / \2c - - _ 17 /• �' / / / / / ( / / I 1 1 �\ 1 I II I / / "" 1 ( I I 1 \ STUB STREET TO CENTER OF CUL-DE-SAC: 1199.5 LF
0y �E5IDENTIAL`/I.,j� i / / ✓ / / I / / y `I \I \ cp I 1 I I I I I I / l (( J / \( 1 I I I \ \
I I \1 L //.•,.; \ _ I I I I I ��'q\ 7 SETBACKS (RS-40):
1III I \)� -� ((,'` 5:'• . �P i c� I "t MIN LOT SIZE: 40,000 SF
l/ / 1 1 1 1 I I I ( ` 1� \\ ' % T a \ \ \ \ MIN WIDTH: INTERIOR: 150'
/_ /
MIN WIDTH: EXTERIOR: 150'
MIN STREET FRONTAGE: 50'
STREET FRONT SETBACK: 40'/65'
(/ " \ I / I)k'OW/PORL-VeY \ 1 , R �� / / ( ( / / / I I I I I I c 3� 1 f ) I I ao \ 1 \ 1 \\ ( I " } Tll�'i� AREA"-85� STREET SIDE SETBACK: 40'/65'
f�ARGEL #162a10, \ 9° \ \ ''' / / J ( l �Q / // / 1 1 I ( 1 1 I I I I \ \ \ I I �( I 1 I I'� 102 SIDE YARD: 15'
LOT 1 PJ3 a���- B6 I Il - - - I / / / / / / I 1 °° 1 I I 1 K NOPAOIZERtEs,,I�G REAR YARD: 30'
D L DONI<iELL, III - - 1 \\.1 / 1 " q ( I / ( / I I I I''� I 1 I I IIII I I I III MAX BLDG COVERAGE: 30%
( ( I \ DB 4-13q - PG 20� \ N, I \ / o R�P 1� / / I / / / / / ( / ( I IIII I I I I I I \ (( GO -MI/ UNOEVEy�7PED
CAR \ \ 1 \ `i_401-RE16ENTIPAREA 0 \� - I \ / / ' / /' / 1' 8 / / / / / I I I I I I I oP I I I I 1 \ \ \ \\' \ ( / 8. TOTAL INFORMATION: AREA =80.007 Act
4a I �/ �_�_ I I 1 1 \ 1 1 1 / AREA IN _
59.603 / I 1 1 \\ I I I AREA IN RIGHTS -OF -WAY Act
4z 9 \ \\ 1 \ \92 �' 930�- \ \\ JI I ��`' \ \ _ / ' III I I I I ' 1 11 \\ I I I (
S � FL _ \ \\\ 1\ - - % \ / I // ; / / / / / / $9/ - �\\ 35 - Q ` I I I I I 1 °P I 1 1 \III `` AREA IN COMMON AREA/OPEN SPACE = 13.044 Act
_ / / -� I I I I I I I °P
`�' / 1 / I I I I o , 1 `�' 9. PROPOSED BUILT UPON AREA:
0 O \ \ \ \ / / / / \ / / / / /. .•' \ \\ l / I I I I I I // ao ° 1 I I I TOTAL PROPOSED BUA = 9.736 Act or 12.17%
Foci rl
•••..Z• ci/Oci/2020 II1/ , .
10. TREE PRESERVATION:
•k, CIV AREA REQUIRED: (TOTAL ACREAGE PONDS) x 20%T
NOVWORM 91. (80.007 Act - 3.031 Act) x20% 15.395 Act
PARGEL #16 65 >> TOTAL PROVIDED = 16.327 Act or 26.5% <<
LOT 2, PB.5'1 11. TOPOGRAPHY DERIVED FROM INFORMATION PROVIDED BY /`34
I 1 D L DONN LL, III/ �' / / / / I I O, I \ / i / / / / / / I I \ / % /'/ GUILFORD COUNTY AND SUPPLEMENTED BY FIELD SURVEY
LEGEND OF SYMBOLS
D I5TURBED AREA
EXCELSIOR MATTING
EXISTING CONTOURS
1c136�
—
PLUNGE POOL
PP
TEMP GON5T ENTRANCE
=`}%"f'
TGE
BASIN I BASIN NUMBER
.z
STONE 4 WIRE INLET PROTECTION
STORM PIPE $ PIPE NUMBER
O2
TEMP DIVERSION BERM
CDCDCDCDCDCDCDCXD
RIP -RAP APRON
11320
5WALE I$ 5WALE NUMBER
— — .
CHECK DAM
fm
SILT FENCE
x x
/I Y711
_ Q
DATA BY THIS FIRM.
ARGOT DON ELL
DB 4135 PG f354 6�\ / / / / / / / \ '� _'_'_ ( I I \
I / 12. IN THE EVENT OF ELEVATION DISCREPANCIES BETWEEN
P _/ / / - - - 900 - 1- - / % / r'� - / - _ I 1' \ 1 \ I qfs�'// /'% EXISTING FIELD CONDITIONS AND TOPOGRAPHY INFORMATION
5 40 / 51 NTI P / / / _
%' I = / / / / j / / �q��'�--_� ��i.� \ \ I (/ ///// // / j PROVIDED BY GUILFORD COUNTY, ALL STORM DRAINAGE
�f_ o \ / FEATURES SHALL BE FIELD LOCATED TO MEET DESIGN INTENT.
N W/EORMERLY / 90
/
_R�RNK�O22
WGEE #ITAKER,/Jr
L UDI H WHITAI,,4R
06 _ 11 1 •'•'-•'�� \ \ / 1. - -i / /// / / '/
9 � � 1� r� / / �/ � _ __ _ _ •�— --- _ _ _ \ \ � �- / /� I`,� / / / // /
1 /, �� 2 910 \A / &E5IDENTi3 / / O,-�3� - - / O _ \ - \ \ ( % v _ - _ 7_ TORNtI/�I T R PLAN
50 BUFFER 50 BUFFER - / / g� � � \ / I � � \ I 1 _—
20 3o z z 3O' 20 - �'� \ \ - - �' / /' / s. 0' / l I / 1 olgz
\ — 906 1 \ 1 , / # \ ( / o � '.: OAK RID6E LANDINC-
ZONE ZONE W ZONE ZONE /' / \ I I ' ,' '/ /� A 15,b I �\ 240S—A OAK RI V6E ROAD
2 1 0 I 2 / / / \ \ I (( /� /� �AIH-w TA
WATERSHED NOTES. / \ \ / / /O 25� \ \ \ \ OAK RID6E TOWNSHIP, 6UILFORD COUNTY
I \ 1 / 5 O / �R sIDEN I L/ / \ \ \ \ \ I
\ \ \ 1 ( �Y / � / / � � — � \ � � \ \ \\ � \ \ \\\ \ \ OAK RID6E, NORTH CAROLINA
1. WATERSHED: GREENSBORO \ \ \ �\ \ \ I �' / , i - \ 6 \ \\� \ \ \\\ \ \\\\\ DATE: q Oq 202G SCALE: I loo SHEET: 4 of 17
ZONE I MUST REMAIN \\/�/ /�� NE 2 MAY BE D 15TURBED
NATURAL AND UNDISTURBED �� ��� BUT MUST BE REVEGETATED
ALL BUFFER DIMENSIONS FROM TOP OF STREAM BANK
STREAM SUFFER DETAIL
TYPICAL SECTION
NO SCALE
2. DISTANCE TO
NEAREST FLOODWAY: >2000
3. SOIL TYPES:
GC GIS:
ApB
APPLING SANDY LOAM,
2%-6% SLOPES
CcB
CECIL SANDY LOAM, 2%-6%
SLOPES
CcC
CECIL SANDY LOAM, 6%-10%
SLOPES
CeC2
CECIL SANDY LOAM, 6%-10%
SLOPES, ERODED
MaD
MADISON SANDY LOAM,
10%-15% SLOPES
MaE
MADISON SANDY LOAM,
15%-35% SLOPES
WkE
WILKES SANDY LOAM, 15%-45% SLOPES
4. AVERAGE SLOPE: 8%
LEGEND:
UTIL ESMT = UTILITY EASEMENT
U & A ESMT = UTILITY AND ACCESS
EASEMENT
PTE = PUBLIC TRAIL EASEMENT
DE = DRAINAGE EASEMENT
DMUE = DRAINAGE MAINTENANCE &
UTILITY EASEMENT
APPROVALS FOR TRANSCONTINENTAL GAS DRAINAGE EASEMENT WIDTHS:
PIPELINE CORP CROSSING, UPACE, AND < 2 Ac: 30' x 50'
NCDENR 404/401 PERMITS WILL BE 2 Ac - 6 Ac: 15' FROM C/L
OBTAINED PRIOR TO ANY CONSTRUCTION 6.01 - 25 Ac: 30' FROM C/L REVISIONS:
6/18/2020 - PILOT ENVIRONMENTAL REVIEW COMMENTS - TML
6/18/2020 - TOWN OF OAK RIDGE STORMWATER REVIEW COMMENTS - TML
6/09/2020 - PILOT ENVIRONMENTAL REVIEW COMMENTS - TML
5/26/2020 - TOWN OF OAK RIDGE STORMWATER REVIEW COMMENTS - TML
4/30/2020 - TOWN OF OAK RIDGE STORMWATER REVIEW COMMENTS - TML
HUGH CREED ASSOCIATES, INC, PA
CONSULTING ENGINEERS 16 AND SURVEYORS
PO BOX 9623 PHONE: [phone]
1306 W WENDOVER AVE OR 336 275-8084
GREENSBORO, NC 27408
FIRM LICENSE #C-0551 E-MAIL: [e-mail]

N❑TESi
1. ALL SIGNS SHALL BE MADE USING TYPE III SHEETING, 2,5 FEET
2. ALL 'STOP' AND 'WARNING' SIGNS SHALL BE 30'x30', MAJOR ROAD
3. ALL SIGNS SHALL BE PLACED ON 3-LB, (1,36KG) GALVANIZED STEEL U-CHANNEL POSTS WITH THE F❑LL❑WING COMMENTS, 50' RIGHT OF WAY 4' 5'
�$ A) USE POSTS OF SUFFICIENT LENGTH TO PERMIT APPR❑PRIATE SIGN M❑UNTING HEIGHT OR SPLICE POSTS IF REQUIRED, w
{� B) DRIVE POSTS TO THE REQUIRED DEPTH, BEING SURE THEY ARE PLUMB, DRIVE THE POST BY HAND OR BY MECHANICAL MEANS, STOP 20 PA\/EMENT 50, BUFFER 50, BUFFER
PROTECT THE POSTS WITH APPR❑PRIATE DRIVING CAP, CONCRETE F❑UNDATI❑NS ARE NOT REQUIRED, IN ISLAND ,
SHOULDER SHOULDER DITCH 20 30 30 20
�j�J le APPLICATI❑NS, CORED HOLES SHALL BE THE S❑IL DEPTH,
ni Z Z
MIN, 12' T❑ 40' 8 6 6
C) REPLACE ANY POST THAT IS BENT, OR ❑THERWISE DAMAGED IN DRIVING, MAX, Q <
D) D❑ NOT WELD OR CUT SUPPORTS IN THE FIELD, EXCEPT FOR THE SAW CUTTING OF U-CHANNEL POST MATERIAL FOR THE LA CD
FRAMES AND CROSS BRACES THAT MAY BE REQUIRED FOR TYPE D, E, AND F SIGNS WITH TWO OR MORE SUPPORTS, �- ZONE ZONE LL LL ZONE ZONE
25, 25' E) USE TWO COATS OF AN APPROVED ❑RGANIC NON -AEROSOL ZINC REPAIR PAINT IN T❑UCHING UP THE TOPS OF U-CHANNEL
2 I I 2
POSTS THAT MAY HAVE BEEN DAMAGED IN DRIVING, CUT ENDS OF THE TOPS OF U-CHANNEL POSTS, FRAMES, AND CROSS- I/4" PER ET
BRACING, AND DAMAGED AREAS ON THESE AND ALL OTHER GALVANIZED MATERIAL, IN. 6.0' TO 12.0' j" PER FT �" PER FT 0�
THIS INF❑RMATI❑N IS POSTED IN THE JULY 2006 MANUAL 'STANDARD SPECIFICATI❑NS FOR ROADS AND STRUCTURES' IN w 4:/ CL 5' GONG O O
~ ~ 47
SIGNS 903BE (0) ON PAGES 9-15, ROAD NOT LESS � �yOQ� WALK
IX 4, ALL SIGNS WILL BE PLACED ON EACH ROAD IN ACCORDANCE WITH THE MANUAL ON UNIF❑RM TRAFFIC CONTROL DEVICES FOR MINOR o
FHWA, 'STANDARD HIGHWAY SIGNS' FROM THE FHWA, NORTH CAR❑LINA DEPARTMENT OF TRANSP❑RTATI❑N 'STANDARD ES
THAN F��'y
SPECIFICATI❑NS FOR ROADS AND STRUCTURES', 'HIGHWAY DESIGN BRANCH ROADWAY STANDARD DRAWINGS', 'NORTH CAR❑LINA 6 TERRAIN MAX SLOPE
SUPPLEMENT TO THE MANUAL ON UNIF❑RM TRAFFIC CONTROL DEVICES', AND THE APPROVED PLANS, FEET \
PAVED ROAD
Q' 5. A FINAL INSPECTI❑N LETTER WILL NOT BE ISSUED BY THE DISTRICT ❑FFICE UNTIL ALL REQUIRED SIGNS ARE PROPERLY 2 SFcI.5A HOT MIX ASPHALT LEVEL 2 I ZONE I MUST REMAIN �/ � NE 2 MAY BE DISTURBED
p �0
INSTALLED TO THE APPR❑PRIATE STANDARDS WITH NCD❑T APPROVED MATERIALS AND INSPECTED BY DIVISI❑N 7 -DISTRICT 2 (A�/G. RATE OF 220 LBS/SY FOR I ROLLING 2 I NATURAL AND UNDISTURBED ,�� BUT MUST BE REVECETATED
�0
(GREENSB❑R❑) ❑FFICE OR ITS AUTH❑RIZED REPRESENTATIVE, _ __ 2" LIFT OR IIO LBS/SY FOR 2 I" LIFTS) HILLY I-I/2 I
IO" ABG (COMPACTED) ALL BUFFER DIMENSIONS FROM TOP OF STREAM BANK
PVMT— ROADS I DE STOP SIGN DETA I L W
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APPROVALS FOR TRANSCONTINENTAL GAS
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OBTAINED PRIOR TO ANY CONSTRUCTION
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DATE: 8/26/2020
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HUGH CREED ASSOCIATES, INC, PA
CONSULTING ENGINEERS 8� AND SURVEYORS
REVISIONS:
7
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PO BOX 9623 PHONE: [phone]
1306 W WENDOVER AVE OR 836� 275-8084
GREENSBORO, NC 27408
FIRM LICENSE #C-0551 E—MAIL: hca®hughcreedassociates.com
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NO SCALE
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20' PA\/EMENT
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10" ABC (GOMPAGTED)
TYPICAL ROAD SECTION
RESIDENTIAL COLLECTOR ROAD
NT5
PLAN VIEW
STREAM
FLOW
INSTALL SANDBAGS
TO STOP FLOW
SANDBAGS
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DEWATERING
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SIDE VIEW
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W
`TEMP.
STONE
RIP -RAP DAM
OUTLET
TEMPORAR`1' STREAM
OROSS 1 NO FOR
STORM DRAIN INSTALLATION
NO SCALE
APPROVALS FOR TRANSCONTINENTAL GAS DRAINAGE EASEMENT WIDTHS:
PIPELINE CORP CROSSING, USACE, AND < 2 Ac: 30' x 50'
NCDENR 404/401 PERMITS WILL BE 2 Ac - 6 Ac: 15' FROM C/L
OBTAINED PRIOR TO ANY CONSTRUCTION 6.01 - 25 Ac: 30' FROM C/L
�Fxoved
devralerir+g device
stream
[Ilverslan pul�rps
discharge hoses w P intake
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lnlake hose �flaw
ftow
clean water dike
aedimetrt dike sump -hale
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. 02" to 18" deep
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- pumps should discharge length notto exceed
onto a stable velocity that which can be
dissipator made of rip rap cornpkAed In one day
ursandbags
SECTION A A
arryx�►ricautr streeliNl�y
tease flow + I foot
work area (2 foot minimum)
crass section of saWbag dike
PUMP AROUND DETAIL
NOES:
1, PUMP AROUND CIKES SHALL NOT 13E SET OUTSIDE OF THE DISTUREBEDAMPACT
LIMITS ul IQWN ON THE PLANS.
2 INS I ALL NUNNN-ANUUND DWHiOSUN AND DHYVAI ER 1 HE GUNS I HUG I IUN /-UNE
THROUGH THE DEWATERING DEVICE. THE CONTRACTOR SHALL STAGE THE UMITS OF
THE PUMP -AROUND FLOW DIVERSION TO DEWATER ONLY THAT SECTION SCHEDULED
FOR THAT DAYS WORK. AT THE END 4F EACH WORK DAY, THE WORK AREA SHALL BE
STABILIZED, THE PUMP AROUND PRACTICE REMOVED. AND THE FLOW RESTORED TO
THE CHANNFI . WORK SHALL BIF COMPLETED ONLY DURING FORECAST PERIODS OF
DRY WEATHER,
PLAN VIEW
straw bale dike or berm
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4-in (10--cm)
minimum depth
DEWATERING BASIN DETAIL
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3-4t 10.9 m]
minimum
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NOTES:
1. PRIOR TO INSTALLATION OF
SANDBAGS, CONTRACTOR TO
ENSURE ALL MATERIALS ARE ON -
SITE AND READY FOR INSTALLATION.
WEATHER CONDITIONS SHOULD BE A
MINIMUM OF FIVE DAYS AFTER ANY
RAIN EVENT AND NO FORECAST OF
RAIN FOR 48-HOURS AFTER
INSTALLATION BEGINS. TOTAL
INSTALLATION TIME SHOULD BE LESS
THAN EIGHT HOURS.
2. INSTALL SANDBAGS TO DEWATER
CONSTRUCTION AREA.
3. INSTALL PUMP AND DEWATERING
LINES.
4. CUT OUT STREAMBED AND INSTALL
RIP -RAP OUTLET WITH TOP AT
EXISTING STREAMBED LEVEL.
INSTALL TEMPORARY STONE DAM
AND FILTER FABRIC.
5. BEGIN PUMPING AND CONTINUE
PUMPING DURING STORM DRAIN
INSTALLATION.
6. CUT DITCH FOR STORM DRAIN PIPE
WITH BACKHOE. LAY STORM DRAIN
PIPE ONE FOOT BELOW STREAMBED
AND INSTALL ENDWALL.
7. IMMEDIATELY REMOVE SANDBAGS TO
DIVERT FLOW THROUGH STORM
DRAIN PIPE. SPREAD OUT STONE
DAM KEEPING RIP -RAP OUTLET
LEVEL WITH EXISTING
STREAMBEAD.
8. SEED CONSTRUCTION SITE AS NEEDED.
CONTRACTOR MUST
NOTIFY EROSION
CONTROL INSPECTOR
BEFORE ANY STREAM
DISTURBANCE OCCURS
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ALL BUFFER DIMENSIONS FROM TOP OF STREAM BANK
5TREAM SUFFER DETAIL
TYPICAL SECTION
NO SCALE
24
\ 25
\
O
48
WA 16-22
0.026 Ac ±
�s
I
14
SA 41
16
IT �5 SAC, 1�-11
WA 7- I
.064 WG 16-38
O
I-10
P?�B � DW?� i
❑ 0.2'18 Ac t 0.216 ?�c ±
0.8'78 Ac(40)
± 1
0
A
q� BUNCH
S� RD
LL Iw
}
zz C,
z � ti¢ Q`�"Q 0•���
�t" Q
z �,��\� SITE U)
0
VIGINITY MAP
NO SCALE
OWNERS:
OAK RIDGE LANDING
PARTNERS, LLC
PO BOX 16168
HIGH POINT, NC 27261
[phone]
OAK RIDGE UNITED
METHODIST CHURCH
ROUTE 1, BOX 504
OAK RIDGE, NC 27310
MR GLENN CRIHFIELD
[phone]
CONTRACT HOLDER:
B S C HOLDINGS, INC
PO BOX 16168
HIGH POINT, NC 27261
[phone]
DEVELOPER:
B S C HOLDINGS, INC
PO BOX 16168
HIGH POINT, NC 27261
[phone]
DEED RESTRICTION —RESTRICTIVE COVENAN
20T:
"Development of subject property is required to be in
_� accordance with applicable state and federal
S�/ regulations for the National Pollutant Discharge
5A5 Elimination System (NPDES) Phase II stormwater
1 management program. The recording of this document
1 + establishes an enforceable restriction on property
usage that runs with the land to ensure that future
development and/or redevelopment shall maintain the
3e� site in a manner consistent with applicable law and
the approved project plans. Any alterations to the site
shall not be permitted without review and approval by
FA 2a the local governmental office having jurisdiction for
• 1� ± 42 watershed/stormwater management protection."
n2a,
-� SITE NOTES:
38 1. PARCEL 162863 & A PORTION OF 163172
43
2. REFERENCES:
DB 8206 — PG 2422 & PART OF DB 7352 — PG 2720
O 3. EXISTING LAND USE: UNDEVELOPED
PROPOSED LAND USE: SINGLE FAMILY DEVELOPMENT
4. EXISTING ZONING: AG & RS-40
30 PROPOSED ZONING: RS-40
5. TOTAL NUMBER OF LOTS: 49
IAI 6. TOTAL LINEAR FEET OF STREETS: 5,984 LFt
Y `Cl I 1 = 1 F7 FALCON'S TRAIL CUL—DE—SAC LENGTH:
1/ STUB STREET TO CENTER OF CUL—DE—SAC: 1199.5 LF
kL t 31 ®® � �+
= 7 SETBACKS (RS-40):
MIN LOT SIZE: 40,000 SF
MIN WIDTH: INTERIOR: 150'
MIN WIDTH: EXTERIOR: 150'
MIN STREET FRONTAGE: 50'
36 STREET FRONT SETBACK: 40'/65'
32 STREET SIDE SETBACK: 40'/65'
1 L
15A
AA 1-6
AAA 1-
0.04'7 Act \
\
\
WATERSHED NOTES:
1. WATERSHED: GREENSBORO
2. DISTANCE TO NEAREST FLOODWAY: >2000'
3. SOIL TYPES:
GC GIS:
ApB
APPLING SANDY LOAM,
2%-6% SLOPES
CcB
CECIL SANDY LOAM, 2%-6%
SLOPES
CcC
CECIL SANDY LOAM, 6%-10%
SLOPES
CeC2
CECIL SANDY LOAM, 6%-10%
SLOPES, ERODED
MaD
MADISON SANDY LOAM,
10%-15% SLOPES
MaE
MADISON SANDY LOAM,
15%-35% SLOPES
WkE
WILKES SANDY LOAM, 15%-45% SLOPES
4. AVERAGE SLOPE: 8%
L
of
LEGEND:
UTIL ESMT = UTILITY EASEMENT
U & A ESMT = UTILITY AND ACCESS
EASEMENT
PTE = PUBLIC TRAIL EASEMENT
DE = DRAINAGE EASEMENT
DMUE = DRAINAGE MAINTENANCE &
UTILITY EASEMENT
45 SIDE YARD: 15'
REAR YARD: 30'
3' MAX BLDG COVERAGE: 30%
Q'
8. AREA INFORMATION:
0 TOTAL AREA = 80.007 Act
AREA IN LOTS = 59.603 Act
AREA IN RIGHTS —OF —WAY = 7.360 Act
(n AREA IN COMMON AREA/OPEN SPACE = 13.044 Act
L ± 9. PROPOSED BUILT UPON AREA:
35 O
OTOTAL PROPOSED BUA = 9.736 Act or 12.17%
U 10. TREE PRESERVATION:
AREA REQUIRED: (TOTAL ACREAGE — PONDS) x 20%
+ (80.007 Act — 3.031 Act) x 20% = 15.395 Act
» TOTAL PROVIDED = 16.327 Act or 26.5% <<
34 I� 11. TOPOGRAPHY DERIVED FROM INFORMATION PROVIDED BY
GUILFORD COUNTY AND SUPPLEMENTED BY FIELD SURVEY
DATA BY THIS FIRM.
4"I
12. IN THE EVENT OF ELEVATION DISCREPANCIES BETWEEN
EXISTING FIELD CONDITIONS AND TOPOGRAPHY INFORMATION
PROVIDED BY GUILFORD COUNTY, ALL STORM DRAINAGE
FEATURES SHALL BE FIELD LOCATED TO MEET DESIGN INTENT.
NETLANDS MAP
OAK RIDGE LANDING
2�08-A OAK RI V6E ROAD
- - ® OAK RIDGE TOWNSHIP, WILFORD COUNTY
OAK R.06E, NORTH CAROLINA
®'® I Ac 0.0 5 Ac DATE: 11/011/202C SCALE: I" = 100' 0 50- 100- 20 SHEET: I of I
APPROVALS FOR TRANSCONTINENTAL GAS DRAINAGE EASEMENT WIDTHS: HUGH CREED ASSOCIATES A
PIPELINE CORP CROSSING, UPACE, AND < 2 Ac: 30' x 50' > INC,>
NCDENR 404/401 PERMITS WILL BE 2 Ac — 6 Ac: 15' FROM C/L CONSULTING ENGINEERS AND SURVEYORS
OBTAINED PRIOR TO ANY CONSTRUCTION 6.01 — 25 Ac: 30' FROM C/L REVISIONS:
6/18/2020 — PILOT ENVIRONMENTAL REVIEW COMMENTS — TML PO BOX 9623 PHONE: [phone]
6/18/2020 — TOWN OF OAK RIDGE STORMWATER REVIEW COMMENTS — TML 1306 W WENDOVER AVE OR [phone]
6/09/2020 — PILOT ENVIRONMENTAL REVIEW COMMENTS — TML GREENSBORO, NC 27408
5/26/2020 — TOWN OF OAK RIDGE STORMWATER REVIEW COMMENTS — TML FIRM LICENSE #C-0551 E—MAIL: [e-mail]
4/30/2020 — TOWN OF OAK RIDGE STORMWATER REVIEW COMMENTS — TML

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.
GONDITIONS WHERE PRAGTIGE 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 500 to 1,000 pounds of 10-10-10 fertilizer plus 500 pounds of 20% superphosphate
per acre 8 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 $ 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-tgpe 200 - 250 Ibs Aug. 15 - Oct. 15
tall Fescues 00%) and Feb. 15 - May I
two or more improved
Kentucky bluegrass varieties
(10%) (high maintenance)
Tall Fescue ff 100 Ibs Feb. 15 - May 1
Kobe or Korean and Aug. 15 - Oct. 15
Lespedeza I / 20 -25 Ibs
Tall Fescue S 50 Ibs
Sericea Lespedeza 60 Ibs./aG. Nov. I - Feb. 1
(Unscarified)
Tall Fescue $
60 Ibs
July and August
German Millet
and
or Sudangrass 2/
30 Ibs
Tall Fescue 4
70 Ibs
Nov. I - Jan. 30
Ryegroin 2/
and
25 Ibs
Gommon 5ormudogross
5 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 unscarified seed.
2/ Annuals such as Millet, Sudangrass and Ryegrain must be kept at 10-12" maximum height.
TEMPORARY SEEDING SPEC 1 F I GAT I ONS
DEFINITION
Seeding disturbed areas with annual grasses or legumes to provide a temporary ground cover
to lessen soil erosion.
PURPOSE
To temporarily stabilize graded cut and fill slopes that cannot be seeded with permanent vegetation within
thirty days after Completion.
GONDITION5 WHERE PRAGTIGE APPLIES
Where bare soil has been exposed by grading, and vegetatiive cover is needed for one year or less.
May include such areas as temporary sediment pond, diversions, soil stockpiles, building pads, rough -graded
road banks, etc. It is also used to provide a temporary perimeter buffer.
PREPARATION
Prepare seedbed by ripping, chiseling, harrowing, or plowing to depth of at least six inches so as to produce
a loose friable surface. Incorporate 750-1,000 pounds 10-10-10 fertilizer and up to two tons of dolomitic
lime per acre. (Note: Lime may not be needed if a soil test indicates a ph of 6.5 or higher). Mulching is
required according to the same specifications as for permanent seeding unless waived by Soil Scientist.
Select seeding mixture and best planting dates from Table 12.
TABLE 12 - TEMPORARY SEED I NGS
PLANTS $ MIXTURE PLANTING RATES/ACRE PLANTING DATES
Rye Grain 120 Ibs Jon.l - May I
Kobe Lespedeza 50 Lbs.
German Millet or 40-50 Ibs May I - Aug. 15
Sudan Grass
Rye (Grain) 120 Ibs Aug. 15 - Dec. 30
(may substitute Oats before Oct. I or Hheat from Oct. I - Nov. 15)
Construction I. Remove and properly dispose of all trees, brush, stumps, or other objec-
5pecifications tionable material. Fill and compact all ditches, swales, or gullies that will be
crossed to natural ground level or above.
2. Just before placement of fill, the base of the ridge should be disked by
machinery.
3. Excavate, shape, and stabilize the diversion to line, grade, and cross section,
as required in the design plan (Figure 6.21b).
4. Compact the ridge to prevent unequal settlement and to provide stability
against seepage.
5. Vegetatively stabilize the diversion after Its Installation.
Maintenance Inspect permanent diversions after every rainfall during the construction opera-
t(on. Immediately remove any obstructions from the flow area and repair the
diversion ridge. Check outlets and make timely repairs as needed. Maintain the
vegetation in a vigorous, healthy condition at all times.
PERMANENT D 1 YERS I ONS
Construction I. Remove and properly dispose of all trees, brush, stumps, or other objec-
Specifications tionable material.
2. Ensure that the minimum constructed cross section meets all design requirements
3. Ensure that the top of the dike is not lower at any point than the design
elevation plus the specified settlement.
4. Provide sufficient room around diversions to permit machine regrading and cleanout.
5. Vegetate the ridge immediately after construction, unless it will remain in place less
than 50 working days.
pU)
0
Maintenance Inspect temporary diversions once a week and after every rainfall. Immediate)u remove
Qi sediment from the flow area and repair the diversion ridge. Carefully check outlets and
am.
make timely repairs as needed. When the area protected is permanently stabilized,
remove the ridge and the channel to blend with the natural ground level and appropriately
(A V
N
stabilize it.
to O
TEMPORARY D 1 YERS I ON BERM
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CONSTRUCTION SPECIFICATIONS
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND
ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER
AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE
DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW
BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
VEGETATION. ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN
LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT
6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM
SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR
PROVIDING LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH
FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND,
GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL
AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE
PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE
TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN
COMPACTING UNDER THE PIPE HAUNCHES.
PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY
BEFORE CROSSING IT WITH CONSTRUCTION EQUIMENT. IN NO CASE SHOULD THE PIPE
CONDUIT BE INSTALLED BY CUTTING A TRENCH TROUGH THE DAM AFTER THE EMBANKMENT
IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS. OR AS DESIGNED.
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
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
TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST
EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND
ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF
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
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
UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE
LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE
USED. THE UPPER SECTIONS) SHOULD OVERLAP THE LOWER SECTIONS) SO THAT WATER
CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN
A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR DESIGNING, INSTALLING
AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY, 1999, J.W. FAIRCLOTH AND SON.)
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
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
MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT
BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND
ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY
AFTER CONSTRUCTION (REFERENCES: SURFACE STABILZATION).
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND
WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. (REFERENCES: SURFACE
STABILIZATION).
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE
BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION
GROUWING IN THE BOTTOM IF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING
UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH SND THERE IS WATER IN THE BASIN, USUALLY
JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DERIS
AND RESORE FLOW. IF THIS DOES NOT WORK PULL THE SKIMMER OVER TO THE SIDE OF THE
BASIN AND REMOVE THE DERRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT
ISCLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
OBSTURCION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH
FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS,
AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND
SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER
DEBRIS FROM THE SKIMMER AND POOL AREAS.
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.
(TYP)
INLe
-
BAFFLE
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EMERGENCY
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SUPPORT ROPE TO WIRE
SPILLWAY
TO PREVENT 5A6611\16
5' GRE5T
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WIDTH
STAPLED OR TRENCHED
yT
INTO BOTTOM OR SIDE
SKIMMER
do ��
GLASS I
RIP -RAP
BAFFLES
SKIMMER 5 FT. I' FREEBOARD
DEWATERIN6 DEVICE MIN. 6" EMERGENCY SPILLWAY
s 1TRUGOTIWIRE Q 1.5 FT.
f
FILTER
1ABTRIIC I/ 2\LL2i
OUTLET PIPE
GROSS SEGTION
BAFFLES
CONSTRUCTION
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL THE COIR FIBER BAFFLES IMMEDIATELY UPON EXCAVATION OF THE BASINS.
3. INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP (PRACTICE 6.62, SEDIMENT FENCE).
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
SHOULD BE A MINIMUM OF 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD B A MINIMUM OF 2 INCHES
LOWER THAN THE TOP OF THE EARTHEN EMBANKMENT.
5. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH
MAY USE 2 BAFFLES.
6. ATTACH A 9 GAUGE HIGH TENSION WIRE STRAND TO THE STEEL POSTS AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION
WITH PLASTIC TIES OR WIRE FASTENERS TO PREVENT SAGGING. IF THE TEMPROARY SEDIMENT BASIN WILL BE CONVERTED TO A
PERMANENT STORMWATER BASIN OF A GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE BASED ON THE POOL DEPTH DURING USE AS
A TEMPORARY SEDIMENT BASIN.
7. EXTEND 9 GAUGE MINIMUM HIGH TENSION WIRE STRAND TO SIDE OF BASIN OR INSTALL STEEL T-POSTS TO ANCHOR BAFFLE TO SIDE OF
BASIN AND SECURE TO VERTICAL END POSTS AS SHOWN IN FIGURE 6.65b.
8. DRAPE THE COIR FIBER MAT OVER THE WIRE STRAND MOUNTED AT A HEIGHT OF 6 INCHES ABOVE THE SPILLWAY ELEVATION. SECURE THE
COIR FIBER MAT TO THE WIRE STRAND WITH PLASTIC TIES OR WIRE FASTENERS. ANCHOR THE MATTING TO THE SIDES AND FLOOR OF
THE BASIN WITH 12 INCH WIRE STAPLES, APPROXIMATELY 1 FOOT APART, ALONG THE BOTTOM AND SIDE SLOPES OF THE BASIN.
9. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
10. ADJUSTMENTS MAY BE REQUIRED IN THE STAPLING REUQIREMENTS TO FIT INDIVIDUAL SITE CONDITIONS.
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHIN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT AND REPLACE IF DAMAGED DURING CLEANOUT
OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF TO DESIGNED STORAGE DEPTH.
AFTER THE CONTRUBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
DEPOSIT, BRING THE AREA TO GRADE, AND STABILIZE IT.
TEMPORARY SEDIMENT TRAP
WITH SKIMMER DEWATERI NC DEYI GE
AND POROUS BAFFLES
NO 5GALE
APPROVALS FOR TRANSCONTINENTAL GAS DRAINAGE EASEMENT WIDTHS:
PIPELINE CORP CROSSING, USACE, AND < 2 Ac: 30' x 50'
NCDENR 404/401 PERMITS WILL BE 2 Ac - 6 Ac: 15' FROM C/L
OBTAINED PRIOR TO ANY CONSTRUCTION 6.01 - 25 Ac: 30' FROM C/L
INS ` ` immlI
III mosii l
INS mosol
Ins
ELEVATION
W2 (FT.
PLAN
ool '�1 L
8" O.C.(TYP.) "
REFER TO CHART
FOR BAR SIZE
H2
B" O.G.(TYP.)
REFER TO CHART
FOR BAR SIZE
GROUND STABILIZATION
SITE AREA DESCRIPTI❑N
TIMEFRAMES
STABILIZATI❑N
TIMEFRAME EXCEPTI❑NS
PERIMETER DIKES, SWALES, DITCHES
7
DAYS
NONE
AND SLOPES
HIGH QUALITY WATERS (HQW) ZONES
7
DAYS
NONE
SLOPES STEEPER THAN 311
7
DAYS
IF SLOPES ARE 10' OR LESS
IN LENGTH AND ARE NOT
STEEPER THAN 211, 14 DAYS
ARE ALLOWED,
SLOPES 3d OR FLATTER
14
DAYS
7 DAYS FOR SLOPES GREATER
THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES
14
DAYS
NONE, EXCEPT FOR PERIMETERS
FLATTER THAN 4d
AND HQW ZONES
NOTES:
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
630.39, 830.61, 838.57, 638.63 AND 838.69.
* INSTALL PRECAST ENOWALLS WITH WINGS AND PAY
FOR IN AGCORDANGE WITH SPECIFICATION SECTION 838.
* USE 4000 PSI CONCRETE-
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTIR A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM AIRS WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT B" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN.IMAX.
MIN./MAX.
MIN. iMAY.
MIN. ]MAX.
PIPE DIA.
BAA SIZE
HI (FT.
H2(FT.)
❑ (FT.)
W1
W2
1.O
#5 @ 8"
1.2512.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.0013.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 8"
1.2512.00
3.0014.25
1.50/2.50
3.50/3.75
6.60/6.75
2.0
115 8"
1.6012.50
4.0014.75
1.75/2.50
4.0014.25
7.60/8.25
2.5
#5 @ 8"
2.5013.50
4.0016.D0
2.00/3.00
4.50/5.50
10.00/111.50
3.0
#5 @ 8"
3.0013.50
5.00i6.00
2.75/3.50
5.2515.75
11.50/11.75
315
#5 8"
3.25/4.50
6.0016.75
3.25/3.60
6.0016.75
12.00113.25
4.0
#5 @ 8"
3.50/4.60
6.5017.00
3.26/3.50
6.50/6.75
1.3.00/13.25
4.5
#5 0 8"
4.00/5.00
6.5018.50
3.25/4.00
7.00/9.26
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75115.75
5.5
#5 @ 8"
4.5015.00
7.5018.50
3,25/4.00
7.2519.25
14.00/15.75
6.0
1 #5 @ 8"
4.5015.00
7.5018.50
3.25/4.00
7.75/9.25
14.75/16.75
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WATER ENTRY UNIT
WITH TRASH SCREEN
❑RIFICE ❑PENING INSIDE
THE H❑RIZ❑NTAL TUBE WITH
A CONSTANT HYDRAULIC
HEAD
iLE 40 PVC PIPE
L OR ARM)
iLE
/ENT
P❑TENTIAL FOR PIPING
CAN OCCUR, PROPER
DESIGN TO MINIMIZE
DISCHARGE AROUND PIPE
MUST OCCUR,
TER ENTRY UNIT
GENERAL NOTES:
1, PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE,
2. PROPER ❑RIFICE ❑PENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME, M❑DIFICATI❑NS MAY BE REQUIRED IF FIELD
C❑NDITI❑NS WARRANT A CHANGE,
3, EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATI❑NS,
4, EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND ER❑SI❑N PR❑TECTI❑N
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 FUNCTI❑NING 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,
RTHEN EMBANKMENT
-EMERGENCY SPILLWAY
SCHEDULE 40 PVC
PIPE (BARREL OR
ARM)
FLEXIBLE
H❑SEN
PVC VENT
PIPE
L❑AT
L = 1A x DEPTH
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
END
SIDE VIEW
MAINTAIN DEPRESSI❑N TO - - - - _
VIEW
DISCHARGE PIPE
MINIMIZE CHANCE ❑F
SCHEDULE 40
(N❑ SCALE)
SKIMMER BEC❑MING STUCK
DRAWN BY T. R. EVANS
EAIRCL❑TH
SKIMMER DISCHARGE
SYSTEM WITH
J. W, FAIRCLOTH &SON INC.
W W W,FAIRCLOTHSKIMMER,COM
TELEPHONE, 22-1244
FAX: [phone]EMBANKMENT
EMAIL: WARREN@FAIRCLOTHSKIMMER,COM
1) DRIVE STEEL POSTS 18' MIN INTO GROUND( 10' MAX SPACING
2) EXCAVATE A 6' x 6' TRENCH ALONG UPHILL LINE OF POSTS
3) ATTACH WIRE FENCE TO POSTS AND EXTEND BOTTOM OF FENCE
6' INT❑ TRENCH
4) ATTACH FILTER FABRIC TO WIRE FENCE AND EXTEND BOTTOM OF
FABRIC 6' INT❑ TRENCH
5) BACKFILL TRENCH AND COMPACT #57 STONE FIRMLY TO ANCHOR
BOTTOM OF SILT FENCE SO THAT RUNOFF IS FORCED TO GO
THROUGH THE FENCE, NOT UNDER IT
SKIMMER BASIN #1
SKIMMER BASIN #2
SKIMMER BASIN #5
DRAINAGE AREA:
1.412 Act
DRAINAGE AREA:
0.47 Act
DRAINAGE AREA:
1.75 Act
DISTURBED AREA:
1.55 Act
DISTURBED AREA:
0.50 Act
DISTURBED AREA:
0.44 Act
VOLUME REQUIRED:
25g4 OF
VOLUME REQUIRED:
540 OF
VOLUME REQUIRED:
'M OF
VOLUME PROVIDED:
2611 OF
VOLUME PROVIDED:
54q OF
VOLUME PROVIDED:
Ig45 OF
(5q'LxIS'WxVD)
(15'Lx5'Wx5'D)
(42'LxITP4x2'0)
EMERGENCY OUTLET:
4' WIDE
EMERGENCY OUTLET:
4' WIDE
EMERGENCY OUTLET:
4' WIDE
SKIMMER SIZE:
4"
SKIMMER SIZE:
1.5"
SKIMMER SIZE:
2.51,
ORIFACE DIAMETER:
0.75"
ORIFACE DIAMETER:
0.5"
ORIFACE DIAMETER:
0.5"
SKIMMER BA51N #4
SKIMMER BASIN #5
SKIMMER BA51N 06
DRAINAGE AREA:
5.57 Act
DRAINAGE AREA:
0.50 Act
DRAINAGE AREA:
0.68 Act
DISTURBED AREA:
2.47 Act
DISTURBED AREA:
0.48 Act
DISTURBED AREA:
0.27 Act
VOLUME REQUIRED:
4446 OF
VOLUME REQUIRED:
664 OF
VOLUME REQUIRED:
466 OF
VOLUME PROVIDED:
5517 OF
VOLUME PROVIDED:
6q4 OF
VOLUME PROVIDED:
65q OF
(57'Lx25'WxVD)
(I6'Lx7'WxVD)
(25'Lx6'Wx2'D)
EMERGENCY OUTLET:
7' WIDE
EMERGENCY OUTLET:
4' WIDE
EMERGENCY OUTLET:
4' WIDE
SKIMMER SIZE:
6"
SKIMMER SIZE:
5"
SKIMMER SIZE:
1.51,
ORIFACE DIAMETER:
I"
ORIFACE DIAMETER:
0.5"
ORIFACE DIAMETER:
0.5"
5KIMMER BA51N
i
5KIMMER BA51N
#8
5KIMMER BA51N
#g
DRAINAGE AREA:
1.10 Act
DRAINAGE AREA:
0.21 Act
DRAINAGE AREA:
0.65 Act
DISTURBED AREA:
0.45 Act
DISTURBED AREA:
0.27 Act
DISTURBED AREA:
0.5q Act
VOLUME REQUIRED:
610 OF
VOLUME REQUIRED:
486 OF
VOLUME REQUIRED:
1062 OF
VOLUME PROVIDED:
1165 OF
VOLUME PROVIDED:
4415 OF
VOLUME PROVIDED:
10811 OF
(52'L x MIN
x 2'D)
(II'Lx5'WxVD)
(21'Lx"1'WxVD)
EMERGENCY OUTLET:
4' WIDE
EMERGENCY OUTLET:
4' WIDE
EMERGENCY OUTLET:
4' WIDE
SKIMMER SIZE:
2.5"
SKIMMER SIZE:
1.5"
SKIMMER SIZE:
4"
ORIFACE DIAMETER:
0.5"
ORIFACE DIAMETER:
0.5"
ORIFACE DIAMETER:
0.5"
SKIMMER BASIN #10
SKIMMER BASIN #11
SKIMMER BASIN #12
DRAINAGE AREA:
0.62 Act
DRAINAGE AREA:
0.51 Act
DRAINAGE AREA:
IACI Act
DISTURBED AREA:
0.58 Aci
DISTURBED AREA:
0.26 Act
DISTURBED AREA:
0.55 Act
VOLUME REQUIRED:
664 OF
VOLUME REQUIRED:
504 OF
VOLUME REQUIRED:
5c14 OF
VOLUME PROVIDED:
664 OF
VOLUME PROVIDED:
522 OF
VOLUME PROVIDED:
2265 OF
(I&Lx5'WxVD)
(12'Lx5'WxVD)
(45'Lxlq'Wx2'D)
EMERGENCY OUTLET:
4' WIDE
EMERGENCY OUTLET:
4' WIDE
EMERGENCY OUTLET:
V WIDE
SKIMMER SIZE:
2"
SKIMMER SIZE:
1.5"
SKIMMER SIZE:
1.51,
ORIFACE DIAMETER:
0.5"
ORIFACE DIAMETER:
0.5"
ORIFACE DIAMETER:
0.5"
SKIMMER BASIN #15
SKIMMER BASIN #14
SKIMMER BASIN #15
DRAINAGE AREA:
0.52 Act
DRAINAGE AREA:
2.02 Act
DRAINAGE AREA:
1.57 Act
DISTURBED AREA:
0.52 Act
DISTURBED AREA:
1.5q Act
DISTURBED AREA:
1.25 Act
VOLUME REQUIRED:
C156 OF
VOLUME REQUIRED:
2862 OF
VOLUME REQUIRED:
2214 OF
VOLUME PROVIDED:
C156 OF
VOLUME PROVIDED:
5060 OF
VOLUME PROVIDED:
2250 OF
041'Lxb'WxVD)
(42'L x IS'
Pi x VD)
(155'Lx12'Wx5'D)
EMERGENCY OUTLET:
4' WIDE
EMERGENCY OUTLET:
V WIDE
EMERGENCY OUTLET:
4' WIDE
SKIMMER SIZE:
4"
SKIMMER SIZE:
2"
SKIMMER SIZE:
4"
ORIFACE DIAMETER:
0.5"
ORIFACE DIAMETER:
1.011
ORIFACE DIAMETER:
0."15"
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TEMPORARY SILT FENCE.,,'
NT5
REVISIONS: 5/2(9/2020
6/18/2020 - PILOT ENVIRONMENTAL REVIEW COMMENTS - TML
6/18/2020 - TOWN OF OAK RIDGE STORMWATER REVIEW COMMENTS - TML
6/09/2020 - PILOT ENVIRONMENTAL REVIEW COMMENTS - TML
s /95 /9n9n - TOWN OF OAK RIDGE STORMWATER REVIEW COMMENTS - TML
TOWN OF OAK RIDGE STORMWATER REVIEW COMMENTS - TML
4' MAX
ROCK DAM PLACED IN
FRONT OF WIRE FENCE.
MIN SIZE: d5o = 01"
WIRE FENCE
ATYPICAL SILT FENCE
WIRE FENCE
5Lo ROCK DAM 3 SILT FENCE POST
d5O = aP MIN 1
l l=III=1 i t-i i -Ili- :I I I
T1= - -
-I I I -I 11=1 11=1 11=
1IaI1=1 I 1=1 I I:M
-1I Va-
ROCK DAM IN SILT FENCE DETAIL
NTS
EROSION CONTROL DETAILS (I of 3)
OAK RIDGE LAND I NS
2406-A OAK RIDGE ROAD
OAK RIDGE TOWNSHIP, WILFORD COUNTY
OAK RIDGE, NORTH CAROLINA
DATE: 8/26/2020 I SCALE: NONE 0 I SHEET: 15 of 17
HUGH CREED ASSOCIATES, INC, PA
CONSULTING ENGINEERS AND SURVEYORS
PO BOX 9623 PHONE: [phone]
1306 W WENDOVER AVE OR 336 275-8084
GREENSBORO, NC 27408
FIRM LICENSE #C-0551 E-MAIL: [e-mail]

Action ID Number: SAW-2020-01090 County: Guilford
Permittee: Oak Ridge Landing Partners, LLC (Attn: Amanda Williams)
Project Name: Oak Ridge Landing / 2408 Oak Ridge Road / Oak Ridge / Guilford County / residential
Date Verification Issued: 09/29/2020
Project Manager: David E. Bailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

SAW-2020-01090
Determination of Jurisdiction:
A. ® There are waters including wetlands, on the above described project area that may be subject to Section 404 of the
Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This
preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting
the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and
you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process
concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter
the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued _. Action ID:
Basis For Determination: See the Preliminary Jurisdictional Determination form dated 09/29/2020.
Remarks: None.
E. Attention USDA Program Participants
The delineation included herein has been conducted to identify the location and extent of the aquatic resource boundaries and/or the
jurisdictional status of aquatic resources for purposes of the Clean Water Act for the particular site identified in this request. This
delineation and/or jurisdictional determination may not be valid for the Wetland Conservation Provisions of the Food Security Act of
1985, as amended. If you or your tenant are USDA program participants, or anticipate participation in USDA programs, you should
discuss the applicability of a certified wetland determination with the local USDA service center, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C
above).
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Atlas: Mr. Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
AND
PHILIP.A. SHANNINgUSACE.ARMY.MIL
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
/ Date: 2020.09.29 12:41:53
Corps Regulatory Official:-04'00'
David E. Bailey
Date of JD: 09/29/2020 Expiration Date of JD: Not applicable

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Oak Ridge Landin Partners LLC (Attn: Amanda Williams) File Number: SAW-2020-01090 Date: 09/29/2020
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
❑X
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.miUMissions/CivilWorks/RegulatoryProgramandPenuits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.

SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:11
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
MR. PHILIP A. SHANNIN
Attn: David E. Bailey
ADMINISTRATIVE APPEAL REVIEW OFFICER
Raleigh Regulatory Office
CESAD-PDS-O
U.S Army Corps of Engineers
60 FORSYTH STREET SOUTHWEST, FLOOR M9
3331 Heritage Trade Drive, Suite 105
ATLANTA, GEORGIA 30303-8803
Wake Forest, North Carolina 27587
PHONE: [phone]; FAX [phone]
EMAIL: PHILIP.A.SHANNIN ,USACE.ARMY.MIL
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation, and will have the opportuni to participate in all site invest] ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]