HomeMy WebLinkAbout20151328 Ver 1_Application_20151216�:::
Transportatton
December 16, 2015
US Army Corps of Engineers
Raleigh Regulatary Field Office
Attn: Mr. David Bailey
3331 Heritage Trade Dr., Ste. 105
Wake Forest, NC 27587
Attention: Mr. Dave Bailey and Mr. Dave Wanucha
PAT McCRORY
Governor
NICHOLAS J. TENNYSON
secrerary
NC Division of Water Resources
Winston-Salem Regional Office
Attn: Mr. Dave Wanucha
450 W. Hanes Mill Rd., Ste. 103
Winston-Salem, NC 27105
Subject: Notification for the replacement of Bridge #189 over UT to Reedy Fork on SR
2719 (High Rocic Road) in Guilford County. WB5 # 17BP.7.R.86
Dear Mr. Bailey and Ivfi•. Wanucha,
The North Carolina Deparhnent of Transportation is scheduled to replace Bridge # 189 with a new
bridge at the same location. I have included the Attaclunents G& L with a project description and
a set of the project plans. A stormwater management plan is also attached. Please review this
project for compliance by your Division.
We plan to begin construction as soon as possible. If further information is required, please
contact Jerry Parker at (336) 256-2063. Your early review and consideration will be appreciated.
Sincerely,
9. �. �.�/�
J.M. Mills, P.E.
Division Engineer, Division 7
Enclosures
ca Tim Powers, NCDOT
Barry Harrington, Roadside Environmental Field Operations Engineer, NCDOT
Jeremy Warren, NCDOT
Bobby Norris, District 2 Engineer, NCDOT
File Copy
�Nothing Compares��
State ofNorth Carolina � Depamnent of Transportation � Division ofAighways, Division 7 0ffice
1584 Yanceyville SGeet, Greensborq NC 27405� P. O. Hox 1499G, Greensbom, NC 27415-0996
336-487-0000
3�:a
Transportation
PAT McCRORY
Covemo�
NICHOLAS J. TENNYSON
Secretary
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project No.: B-N/A County Guilford
Bridge No.189 over UT to Reedv Fork WBS Element Number 17BP.7.R.86
This project is subject to the Low impact Bridge Process as agreed to on October
6, 2009. This project meets the documentation requirements and approval
procedures under NEPA, as defined by FHWA, for Low Impact Bridge
Replacements. This project meets the standards of NCDOT's Minimum Criteria
Rules.
Date: December 16. 2015
Applicant Name: NCDOT
Applicant Address: 1584 Yancevville Street
Greensboro NC 27415
Primary Contact for Project: Jenv A. Parker
Phone No.: 336-256-2063
Is this an afrer-the-fact application: Yes X No
River Basin: Caue Fear/Jordan Lake Watershed
Stream Classification: WS-V; NSW; 16-ll-L); 03-06-02
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3- Maintenance
State: General Water Quality Certification #3687 and/ar Buffer Authorization
Local: None
Project Description - The project consists of replacing Bridge # 189 over UT to Reedy Fork on
SR 2719 (High Rock Road) and improving roadway approaches. The existing 36' L X 27` W
reinforced concrete deck bridge on I-Beams with reinfarced concrete abutments is structurally
deficient and will be replaced with a new 70' L X 33' W, single span, cored slab bridge at the
same location. The exisring bridge has a sufficiency rating of 20.99. An off-site detour will be
utilized during constructiov. There are no wetlands within the project area. This project proposes
only 14 linear feet of permanent stream impacts at the outlet of a standard "V" ditch for
embankment protection (i.e. rip rap will not be within the thalweg of the channel). There are no
�Nothing Compares�.,`
StateofNotlhCarolina � ➢eparimenrofTranspo�tation � Divisiona£Highways,Division70ffice
1584 Yanceyville Street, Greensborq NC 27405� P. O. Box 14996, Greensboro, NC 27415-0996
336-487-0000
�;
;:..
TYansportation
PAT McCRORY
Covernor
NICHOLASJ.TENNYSON
Secretary
deck drains proposed on tl�is bridge. The project drainage system consists of pipe outfalls that
drain to existing roadside ditches. Additionally, the project requires the relocation of overhead
utility lines on the south side of the bridge. Proposed Ripariav Buffer impacts include 3,289
square feet in Zone 1 and 1,362 square feet in Zone 2 to accommodate the bridge and the utility
relocations. It should be noted that there is an historic property located to the north of the project,
however, a"no adverse effecY' determination was recorded by the State Histaric Preservation
Office (see attached letter). The Small Whorled Pogonia is listed as a Federally Threatened and
Endangered Species within Guilford County aud its status, for this project, is currently
"unresolved". A survey will be conducted in the spring of 2016 for habitat and species presence.
The Bald Eagle is protected in every county in North Carolina under the Bald and Gold Eagle
Protection Act; however, no suitable feeding/water som�ce is located within one mile of the
project study area to support Bald Eagle habitat. Also, IVH•. Gary Jordan (USFWS) recently
released the Programmatic Conference Opinion (PCO) for the recently listed Northern Long
Eared Bat (NLEB), This opinion, states in part, that "... it is the Service's confe��ence opinion that
NCDOT activities in eastern North Carolina (Divisions I-8), as proposed, are not likely to
jeopardize the continued existence of the NLEB. "
Signature: � I%% . %��
Print Name: M, `r.,�
Title: � ✓is�x� �..i�iN�'i .
�Nothing Compares�.�_.
State ofNorth Carolina � Dep:utment of Transpotlation � Division of Highways, Division 7 Office
7584 Yanceyville Sneet, Greensborq NC 27405� P. O. Hox i4996, Greensbom, NC 27415-499G
33G-487-�000
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Map Location USGS Map Figure 1
NC DOT Bridge 189 over UT to Reedy Fork �-- �,�r�i� ,,�
ROCKINGHAM CASWELL High Rock Rd, Gibsonville, NC ;;��,�� �; C''C?�r�,
Guilford County " %;��T ' � "f.�
f * � '`:, }� �
� Ossipee Quadrangle ; ,�
USGS Topography 2013 � ��' '°�
GUILFORD ALAMANCE September 24, 2014 ���y 4^� �
1 inch = 2,500 feet ����`Tor r�r�Se���
1 li�;liti+.'�i)' North Carolina Department of Transportation
�k�r����'�l��k��t�r
Highway Stormwater Program �;�'
STORMWATER MANAGEMENT PLAN ::.���`'�
(Version 2.03; Released October 2015) FOR NCDOT PROJECTS
WBS Element: 176P.7.R.86 TIP No.: SF-400189 County(ies): Guilford Page 1 of 2
General Project Information
WBS Element: 17BP.7.R.86 TIP Number: SF-400189 Project Type: Bridge Replacement Date: 11/24/2015
NCDOT Contact: William G. Galen Cail, PE Contractor / Desi ner: TGS En ineers David B. Pett , PE
Address: 1590 Mail Service Center Address: 706 Hillsborough Street
Raleigh, 27699-1590 Suite 200
Raleigh, NC 27603
Phone: 919-707-6711 Phone: 919-773-8887 Ext. 104
Email: gcail@ncdot.gov Email: dpetty@tgsengineers.com
Cit ITown: Gibsonville Count ies : Guilford
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? No
Project Description
Pro'ect Len th (lin. miles or feet : 380 feet Surrounding Land Use: Forest with some cropland and rural residential
Proposed Project Existing Site
Pro'ect Built-U on Area ac. 0.3 ac. 0.2 ac.
Typical Cross Section Description: Two 10' wide paved travel lanes w/ shoulders paved to face of guardrails and 3' wide Two 10' paved travel lanes with 0' to 5' wide grassed shoulders and grassed side
grassed shoulders behind guardrail. Outside of guardrails are 4' paved shoulders with 2' slopes ranging from about 2(H):1(V) to 7(H):1(V).
wide grassed shoulders and 2(H):1(V) to 4(H):1(V) grassed side slopes.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1100 Year: 2015 Existin : 1100 Year: 2015
General Project Narrative: Replacement of No. Bridge 400189 on SR 2719 (High Rock Road) over UT to Reedy Fork (Hardys Mill Pond) in Guilford County northwest of Gibsonville, NC. Proposed 70' long
(Description of Minimization of Water by 33' wide single-span bridge to replace existing 36' long by 27' wide single-span bridge (reinforced concrete deck on I-beams). The proposed grade is about 2' above existing
Quality Impacts) grade in the vicinity of the bridge and roughly matching existing by about 130' left of stream and about 80' right of stream (looking downstream). Bridge No. 400189 is within the
Cape Fear River Drainage Basin and shall adhere to the Jordan Lake Riparian Buffer Rules. Proposed bridge to be located in same location as existing bridge. The proposed
bridge will have no direct discharge into the water. No deck drains will be installed. Stormwater runoff is discharged at minimum practicable slopes, yielding minimum velocities
and diffused where possible. A riprap dissipater pad is proposed at outlet of two proposed pipes. At two of the ditch outlets (12+gg Left & 13+2g Left), topographic constraints
preclude diffusing discharge outside the buffer, so Class II Rip Rap has been proposed to protect the streambank as well as line the last 5' of the ditch to minimize the exit
velocity, which the existing drainage does not benefit from. These two locations are substantially realignment of existing roadside drainage which is required to accommodate
increased shoulder widths to satisfy minimum roadway design criteria. No additional travel lanes are proposed and the design calis for the minimum required roadway typical
section based on traffic and safety considerations. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable. The
project will require the relocation of aerial utility lines and Duke Energy power poles which will also be used by TWC and AT&T. These lines will cross the stream perpindicularly
on the south side of the bridge. Anticipate a 30 ft. wide permanently maintained corridor centered along the proposed OH line. There is also a historic property in the north
quadrant of the project.
Waterbod Information
Surface Water Body (1): Reedy Fork (Hardys Mill Pond) NCDWR Stream Index No.: 16-11-(9)
NCDWR Surface Water Ciassification for Water Body Prima Classification: Water Su I V WS-V
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: UT to Reedy Fork (Hardys Mill Pond) Buffer Rules in Effect: Jordan Lake
Pro'ect Includes Bridge Spanning Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? Yes
Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
� ly�,-Y�tti'z�,�,. North Carolina Department of Transportation
�i tUi'l l Y�'� �11�r
Highway Stormwater Program �;.�
STORMWATER MANAGEMENT PLAN ``"�=��"`
(Version 2.03; Released October 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: SF-400189 County(ies): Guilford Page 2 of 2
Preformed Scour Holes and Energy Dissipators
tation oor inates rainage ipe Structure
Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Projects) Water Body Type Riprap Type (ac) Structure (in) (cfs) (fps) Buffer Rules?
-L- 12+76 LT (1)Reedy
4 36.188184°/ -79.601590° Fork (Hardys Riprap Apron / Pad Class 'B' 5.9 Pipe 18 and 15 13.2 1.7 N/A
Mill Pond)
-L- 12+98 LT (1)Reedy V-ditch w/ 2:1 side
4 36.1882277°, -079.6015381 ° Fork (Hardys Riprap Apron / Pad Class II 5.9 Ditch slopes 13.2 1.7 N/A
Mill Pond
-L- 13+29 LT (1)Reedy V-ditch w/ 2:1 side
4 36.1883049°, -079.6014813° Fork (Hardys Riprap Apron / Pad Class II 1.3 Ditch slopes 2'9 2.5 N/A
Mill Pond)
Additional Comments
e er to t e est anagement ractices o0 ox , tan ar s, t e e era ig way ministration y rau ic ngineering ircu ar o. - , ir ition, y rau ic esign o nergy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSWG BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
1@70' CSU 12+62/13+79 X 1720 628 2348 0 0 0 0 0
OH Utilities Relocation 12+55/13+80 X 1569 734 2303
(per 1@70')
TOTAL: s2ss 1362 4651 0.0 0.0 0.0
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��V00189 Rdv tsh Buffer.den 11/24/2015 10:15:54 AM TGS
See Sheet 9-A For Index of Sheets
��1��� �ll' ����� �����Jl��� �
1lJl� �Y ����� �� 1L�I .1������� � �v�
G UILFORD CO U1�lTY
LOCATI011I: BRIDGE NO. 400189 OVER UT TO REEDY FORK
(HARDYS MILL POND)
0111 SR 2719 (HIGH ROCK RD)
TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, A111D STRUCTURE
—D Rl — STA. 10 + 05 . 00
BEGI N CONSTRUCTION
TO SR 2773
(BENTHAM RD)
�
—L— STA. 11 + 2 5. 00
BEGIN PROJECT
17BP.7.R.86
�
111'6
SR .2719
BEGIN BRIDGE
—L— STA. 12 + 80.88
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
DESIGN EXCEPTION REQUIRED FOR VERTICAL
CURVATURE AND VERTICAL SSD.
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END BRIDGE END PROJECT
—L— STA. 13+53.13 17BP.7.R.86
_ 'b _ — — _ HPB_ — _ . _ Hi9 —._ _ _ _ -HP6-
Hl'B HPH HPG - . —I-II'!:— - —HPU — —
TO HW�' 61
HIGH ROCK RD ,
—DR2— STA. 10 + 90.00
END CONSTRUCTION
I'ff81EI,IN�d�V.�RY FL.�N9
DO NOT 09E ROR CONBTROCTION
tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS ENGINEER 0r, owr,y c
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �
PLANS PREPARED BY: PLANS PREPARED FOR: ��,4 '�9�
ADT 2015 = 1100 �� � �
TGS ENGINEER$ NCDOT �
20 10 O 20 40 �� 804—C N. LAFAYETTE ST PRIORIN PROJECTS UNIT � �
T= E> %* LENGTH ROADWAY PROJECT 17BP.7.R.86 #400189 =0.058 MILES — SHELBY,NC 28150 1020 Birch Rid e Dr. m,o �
LENGTH $TRUCTURE PROJECT 17BP.7.R.86 #400189 =0.014 MILES r� PH (704) 476-0003 Raleigh, NC �17610 B'�. .��
PLANS V= 45 MPH r cORP. LICENSE NO.: C-0275 P�. "P oF bQ°@
* TTST -3% +DUAL =3% TOTAL LENGTH PROJECT 17BPJ.R.86 #400189 =0.072 MILES srcharuns: T�""
20 10 0 20 40
� � LEONARD G. FLETCHER PE ROADWAY DESIGN RIGHT OF WAY DATE:
� PROJECT ENGIhEER ENGINEER
PROFILE (HORIZONTAL) FUNC CLASS = RURAL - APRIL 21, 2015
LOCAL BRIDGE LENGTH HAS INCREASED TO 70 FEET. R.E. B"R"5 & S°"5 �°
P. O. BOX T 168
4 Z O 4 $ S7ATESV�LLE. NC 28687 RIOJECT DESlGN ENG/NEER LETTING DATE:
PH fT04)92<-86C6
PROFILE (VERTICAL) SUB REGIONAL TIER PE APRIL 21, 2015
2012 STANDARD SPEC7FICATIONS S7GNAT[IRE:
Buffer Zone (BZ) Impacts
Area of Allowable Area of Allowable
Bridge Impact Bridge Impact
within BZl within BZ2
,i��iiiii
:GEND / j / //////
SITE 3289 sq ft 1362 sq ft
DETAIL A DETAIL B
SPECIAL CU7 DITCH STANDARD 'V' DITCH E N D
,H ��o s<a�e, ��o„o s�o�a�
�`_°� -D Rl -
G�ound 1�) p 3` Slape Ground z �,�.\ G�ound
d � �
Min. D=1 Ft. Min. D=2 F.
Type of Liner= PSRM Min. d=1 F.
FROM -L- STA. 11+75 TO 12+33 LT FROM -L- STA. 12+77 TO 12+98 LT
FROM -L- STA. 13+60.5 TO 14+50 LT
�.
FIELD
20� UTILITY EASEMENT
EXISITING R/W
o '� TO BENTHAM R
o /0
� r
EX S WG R/W
BEGIN PROJECT
17BP.7.R.86
-L- STA. 11 + 25.00
NOTES:
1. UT TO REEDY FORK (HARDYS MILL POND)
IS IN THE CAPE FEAR RIVER BASIN.
2. JORDAN LAKE BUFFER RULES IN EFFECT.
3. DO NOT INSTALL DECK DRAINS.
4. CLEARING SHALL BE PERFORMED PER
NCDOT METHOD II.
5. ALLOWABLE IMPACT AREA INCLUDES
AERIAL UTILIN RELOCATION AND
MAINTENANCE CORRIDOR ON SOUTH
SIDE OF BRIDGE.
GRAPHIC SCALE
20 10 0 20 40
SF-4U0189_Pcrmit Drawing�sh_Buffer.dgn 12/12/2015 12630 PM TGS
EXISTING BRIDGE DIMENSIONS 36'X27' (SINGLE—SPAN), 90 DEG. SKEW
PROPOSED BRIDGE DIMENSIONS 70'X33' (SINGLE—SPAN), 90 DEG. SKEW
TOTAL PROJECT LENGTH — 380'
."" \CLASS B RIP RAP
ON GEOTEXTILE
c `\03 �
JAMES R. & u' �
BONNIE F. SMITH I
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SOUTH END 0 PIPE
IS A 12" CORR GATED
PLASTIC PI E
NORTH END IS
AN 15° CM
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V10= 7.7 fTiS 4z=2.2 CFS
�� V2=2.3 FTiS
410=2.9 CF
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20' BST SR 27/9 HIGH ROCK RD �
— — 1 \
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PROP 0/H POW LINES��
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WOODS c�a.ss u
RIP RAP
(TYP.j
EXISTING CONCRETE ABUTMENT TO BE REMOVED DOWN —
TO TOP OF EX. CONC. FOOTING AND SLOPES CUT BACK
AT 1.5(H):1(V) AND LINED WITH CLASS II RIP RAP
(24" THICK, KEYED—IN) ON GEOTEXTILE (TYP.)
PROJECT REFERENCE NO.
l7BP.7.R.86 (SF-400/89J
P E RM I T D RAW I N G 'I'G� TGS ENG/NEERS
FOR BRI DGE ��OO 1 H♦ �NGIN E� RALE/GH,/VCO2O7603 ST
�� SU,TE 2��
G U I L F O R D C O u N� PH �9/9J 773-8887
BUFFER ZONE IMPACTS
�40 �'C'
8���jO
9
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04
RONALD L. & PATRICIA B_ SUMMERS
HisroRic
SEE DETAIL A
S
DUE DUE ---� �
7
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� �_TO DRAIN
� F
�
END PROJECT
17BP.7.R.86
-L- STA. 15 + 05.00
WOODS =�`
Pa _—+!re—
0 HWY 6/ �
FIELD
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I � � �� ��— DUE ���,rv-.
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/ � �-,� 60' EASEMENT
m � � .J �
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— PROPOSED OH POWER LINE — �
(APPROX. LOCATION) � ,
/
PROPOSED POWER POLE JOINT USE (TYP.)
(APPROX. LOCATION)
END CONSTRUCTION
-DR2- STA 10 + 90.00
\ DETAIL D
DETAIL C RIP RAP AT EMBANKMENT
STANDARD 'V' DITCH ��°e'° s�°�e� w,am a. nei�o
�N �b Scola) flow-W (soo balow� m
5'min.
Nofural Na�urol Diich � p.m�� Z p,
Ground 7� ti.1 Grov�d Grode
D
a
GEOTEXTILE
Min. D -1 Ft.
Type of Liner- PSRM
Min. d=1 Ff. TVPe of Liner=Class II Ri�Rop on Geo�exiile fobric
FROM -L- STA. 13+29 TO 13+60.5 lT -�- STA. 12+98 LT (W-8')
-L- STA. 13 r29 LT (W-5')
�PERMIT DRAWING SHEET 1 OF 2
PROJECT REFERENCE NO.
P E RM I T D RAW I N G �7BP.7.R.86 (SF-400/89J
EXISTING BRIDGE DIMENSIONS 36'X27' (SINGLE-SPAN), 90 DEG. SKEW TGS Tcs ENG/NEERS
BufferZone BZ Im aCfS FOR BRIDGE #�00�89 �NG�N_ERS 706 H/LLSBOROUGH ST
( 1 P PROPOSED BRIDGE DIMENSIONS 70'X33' (SINGLE-SPAN), 90 DEG. SKEW �— su�TE Zoo
Area of Allowable Area of Allowable TOTAL PROJECT LENGTH - 380' r� RALE/GH, /VC 27603
Bridge Impact Bridge Impad G U I LFO RD CO u N� PH r9i9� �3-8887
within BZl within BZ2
LEGEND 0�%�'""� BUFFER ZONE IMPACTS
SITE 3289 sq ft 1362 sq ft - - - - - - - -- - ;; - - - -- - - - - - - - - - - - - - - - -
\ \ SOUTH END 0 PIPE � � �� �� � '� � � � � � �
� ' ,i � �� � IS A 12 CORR GATED �� '� � g � / �
PLASTIC PI E �- � � °� �
DETAIL A DETAIL B NORTH END IS �� '� O> j ^� � �
SPECIALCU7DITCH STANDARD'V'DITCH END CO TRUCTION / Li� � � �� %' � � .� - "YQO ii,C �
, �o„o =<a�e� � �o„o =�o�a A N I 5 " C M � ",,
�`_°� l �o, —DRI— STA 1+ 05.00 _ � �
c°o��e �:� �'� s��'� c�°�'° a e,�°�°e' CLASS B RIP RAP �� i � 8 � �
a ° ��' o ti0 ON GEOTEXTILE ,�� /��' � � i� � �0�� �' ����0 �
Mn D=1 R. Min.D=2 F. I '
i
Type ofLiner- PSRM Mn.d=1 F. � � ) �'�� . I I I � ' �
FROM -�-srn.is+n ro iz+9s �r � ��� ri� S DETAIL B/`' � � � �' ' � , � % �
FROM L- STA. 11+75 TO 12+33 LT ...- - q � �
FROM -L- STA. 13+60.5 TO 14+50 LT �'� l'J �
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.
, � t .
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_- �,
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� � �� � � 03 � ;�, � �;0=�3 z �� m � ��' ' � � 04 17BPJ. R.86
� � ; � ; V�2 2.3 TiS �� �
� � JAMES R. & � �-� ',., ���" . . RONALD L. & PATRICIA B_ SUMMERS —L— STA. � � � O�.00
.. -- - BONNIE F. SMITH _.� � O D� 1J PT „��: 410=2.9 CF ��, . : ' , .
� � � , � �.� � ' "� . V70=2.5 FT )
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g � —DUE D �� � � N� �, � �� �� � � � ETAIL C SEE DETAIL A
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BEGIN PROJECT �,i � , � � �"��`� �' �, � � � �� ��� , , - .. . , ,�� '; � i� � �� oue
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� (TYP.) � �� � O � ' �I�, / i '� � Xiu�Y Yivv � , � � � I
� ^ � � � A �ILITY � ,
�
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\ � � i il
v\ b i
� � EXISTING CONCRETE ABUTMENT TO BE REMOVED DOWN � �� � m ' � � �' �� � � i
\ � � TO TOP OF EX. CONC. FOOTIN�., �AND SLOPES CUT BACK � � rn jI I
AT 1.5(H):1(V) AND LINED WITH ��LASS II RIP RAP i= � I PROPOSED OH POWER LINE I i
(24" THICK, KEYED-IN) ON GEOTC�CTILE (TYP.) � � � r � � � �I (APPROX. LOCATION) � i '
� �� �V �� N �O � � � � � .
NOTES: �� � � � B M I � �� m O O �, ��� � � PROPOSED POWER POLE JOINT USE (TYP.) � �
l. UT TO REEDY FORK HARDYS MILL OND � �`9,9 , N J % �� � c� I (qpPROX. LOCATION) I I �� \
I� �
IS IN THE CAPE FEAR' RIVER BASIN. ) �.� \ N �, ' ,
,
'� `l END CONSTRUCTION
2. JORDAN LAKE BUFFER RULES IN EFFECT. \\\ \ \` � \, � � �� � -DRZ- STA � O -� �%O.00
\ � m
3. DO NOT INSTALL DECK DRAINS. \ ~ m
/ �'� I Z I�' DETAIL D
4. CLEARING SHALL BE PERFORMED PER ' � �erna C RIP RAP AT EMBANKMENV�
STANDARD V DITCH �Noe'° SCO1e� �a�h F�a. nei�o m
� N � b Scola) flow- W(sco bolow� m
J- 5'm
NCDOT METHOD II. ,
m� o� �a,�,a� �a,�.o� o�i�� , o.m � Z o,
/ � , � � � 60a00'
5. ALLOWABLE IMPACT AREA INCLUDES ' � G��u�d ?, °�`, G��V�d Gr� de �
AERIAL UTILITY RELOCATION AND � � / �- � � � � � � �E°'��"E
MAINTENANCE CORRIDOR ON SOUTH I � ' � � � ,,�e &�� ,- PSRM M� d=; F� ��" °`�"°� ��°°• °"�R°a °^ `=°"",1e `°b^=
SIDE OF BRIDGE. / i/ 40 � FROM -L- STA.13+29 TO 13+60.5 U L STA.12+98 LT (W-8')
/^ , �� ' ` -L- STA 13+29 LT (W-5')
�l I
%
/
:� i l ; / i i / i ��l , � , �� \ I ,.
GRAPHIC SCALE � ; , �� �, ` eo' En�eMEn,r
20 10 0 20 40 i �� � � �
� .r� � �
�� � � � � � � � � � m � � � `� � � � PERMIT DRAWING SHEET 2 OF 2
,o� ��' ��� ��� I � �
SF-4U0189_Pcrmit Drawing�sh_Buffer.dgn 12/12/2015 127:03 PM TGS
WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
13+11/13+2g 1@70' CSU 14
TOTALS': 14 0 0
`Rounded totals are sum of actual impacts
NOTES:
�
V
�o
0
V
•�
�
V
�
�
O
V
See Sheet 9-A For Index of Sheets
��1��� �ll' ����� �����Jl��� �
1lJl� �Y ����� �� 1L�I .1������� � �v�
G UILFORD CO U1�lTY
LOCATI011I: BRIDGE NO. 400189 OVER UT TO REEDY FORK
(HARDYS MILL POND)
0111 SR 2719 (HIGH ROCK RD)
TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, A111D STRUCTURE
—D Rl — STA. 10 + 05 . 00
BEGI N CONSTRUCTION
TO SR 2773
(BENTHAM RD)
�
—L— STA. 11 + 2 5. 00
BEGIN PROJECT
17BP.7.R.86
�
111'6
SR .2719
BEGIN BRIDGE
—L— STA. 12 + 80.88
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
DESIGN EXCEPTION REQUIRED FOR VERTICAL
CURVATURE AND VERTICAL SSD.
—L—
�
Z
J
�
W i
W
�
V
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N
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0
0
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—L— STA. 15 + 05.00
END BRIDGE END PROJECT
—L— STA. 13+53.13 17BP.7.R.86
_ 'b _ — — _ HPB_ — _ . _ Hi9 —._ _ _ _ -HP6-
Hl'B HPH HPG - . —I-II'!:— - —HPU — —
TO HW�' 61
HIGH ROCK RD ,
—DR2— STA. 10 + 90.00
END CONSTRUCTION
I'ff81EI,IN�d�V.�RY FL.�N9
DO NOT 09E ROR CONBTROCTION
tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS ENGINEER 0r, owr,y c
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �
PLANS PREPARED BY: PLANS PREPARED FOR: ��,4 '�9�
ADT 2015 = 1100 �� � �
TGS ENGINEER$ NCDOT �
20 10 O 20 40 �� 804—C N. LAFAYETTE ST PRIORIN PROJECTS UNIT � �
T= E> %* LENGTH ROADWAY PROJECT 17BP.7.R.86 #400189 =0.058 MILES — SHELBY,NC 28150 1020 Birch Rid e Dr. m,o �
LENGTH $TRUCTURE PROJECT 17BP.7.R.86 #400189 =0.014 MILES r� PH (704) 476-0003 Raleigh, NC �17610 B'�. .��
PLANS V= 45 MPH r cORP. LICENSE NO.: C-0275 P�. "P oF bQ°@
* TTST -3% +DUAL =3% TOTAL LENGTH PROJECT 17BPJ.R.86 #400189 =0.072 MILES srcharuns: T�""
20 10 0 20 40
� � LEONARD G. FLETCHER PE ROADWAY DESIGN RIGHT OF WAY DATE:
� PROJECT ENGIhEER ENGINEER
PROFILE (HORIZONTAL) FUNC CLASS = RURAL - APRIL 21, 2015
LOCAL BRIDGE LENGTH HAS INCREASED TO 70 FEET. R.E. B"R"5 & S°"5 �°
P. O. BOX T 168
4 Z O 4 $ S7ATESV�LLE. NC 28687 RIOJECT DESlGN ENG/NEER LETTING DATE:
PH fT04)92<-86C6
PROFILE (VERTICAL) SUB REGIONAL TIER PE APRIL 21, 2015
2012 STANDARD SPEC7FICATIONS S7GNAT[IRE:
��V00189 Rdv tsh Wetland-Stream.den ll/24/207 5 7 0:1728 AM TGS
STREAM IMPACTS
Length Type Description
Permanent 14 ft Class II RipRap Streambank Stabilization
on Geotextile (Rip rap at Embankment)
Temporary I 0 ft � None
No temporary impacts.
DETAIL A DETAIL B
SPECIAL CUT DITCH STANDA2D 'V' DITCH
�Ho,m 5�o�e� ,Hm,o s�o�e,
p,o��
G�urol 3�, Siopa No�urol � Narural
ound ?'I p Ground 1� ,�.� Ground
d �
Min. D=-1 F. Min. D=2 Ft.
Type ofLiner= PSRM Min.d=1 Ft.
FROM -L- STA.12 I-77 TO 12 I-98 LT
FROM -L- STA. 11+75 TO 12+33 LT
FROM -L- STA. 13-60.5 TO 14+50 LT
�.
FIELD
20� UTILITY EASEMENT
EXISITING R/W
�
_ _ I
o '� TO BENTfIAM R
o �� r
EX S WG R/W
BEGIN PROJECT
17BP.7.R.86
-L- STA. 11 + 25.00
NOTES:
1. UT TO REEDY FORK (HARDYS MILL POND)
IS IN THE CAPE FEAR RIVER BASIN.
2. JORDAN LAKE BUFFER RULES IN EFFECT.
3. DO NOT INSTALL DECK DRAINS.
4. CLEARING SHALL BE PERFORMED PER
NCDOT METHOD II.
GRAPHIC SCALE
20 10 0 20 40
SF-4U0189_Pcrmit Drawing�sh_Stream.dgn I I/24/2075 1226:46 PM TGS
END
_nRi_
EXISTING BRIDGE DIMENSIONS 36'X27' (SINGLE-SPAN), 90 DEG. SKEW
PROPOSED BRIDGE DIMENSIONS 70'X33' (SINGLE-SPAN), 90 DEG. SKEW
TOTAL PROJECT LENGTH - 380'
."" \CLASS B RIP RAP
ON GEOTEXTILE
SOUTH END 0 PIPE
IS A 12" CORR GATED
PLASTIC PI E
NORTH END IS
AN 15° CM
. '�
\ \
c` \\ ``�
03 � ,`�
V ��`�
JAMES R. & u' � ��
BONNIE F. SMITH O D S
. � � `�"� � `�
i � � i `�. �
� i � � , i ��,,
�_, I
o �,
\ DUE DUE I ��1 �
c j
� // � O �
�� WOODS� ' �
� F „ c ..---J� �
GRADE � � � t � I\
TO DRAIN � —
F �
� n tCE�#9`GE
20' BST SR 27/9 HIGH ROCK RD �
�
F -�a�___
�-----------F \ �
F
�� �
— �
PROP 0/H POW LINES
� �
C�1-, y, ROY L. C�OOK �pUE
1 DUE
��s�� (-(�' l—:-��- -r�- r-�� �-1 �.�
�
WOODS c�a.ss u
RIP RAP
(NP.�
EXISTING CONCRETE ABUTMENT TO BE REMOVED DOWN —
TO TOP OF EX. CONC. FOOTING AND SLOPES CUT BACK
AT 1.5(H):1(V) AND LINED WITH CLASS II RIP RAP
(24" THICK, KEYED-IN) ON GEOTEXTILE (TYP.)
C&ST
P� 0/H POW
SEE DETAI
^��
�V
PROJECT REFERENCE NO.
l7BP.7.R.86 (SF-400/89J
P E RM I T D RAW I N G TGS TGS ENG/NEERS
FOR BRIDGE ��OO 1 H♦ �N�iN_E� RALE/GH,/VCO2O7603 ST
�� SU,TE 2��
G U I L F O R D C O U N� PH �9/9J 773-8887
STREAM IMPACTS
�°O '�'�
6�� �jO
9
�O//
RONALD L. & PATRIOCA B_ SUMMERS
'` HisroRic
'bETAIL C SEE DETAIL A
S
DUE DUE DUE ---� �
�� �
`J`—'���HPB�� C— __--__ � EXISTING R/
� �e
�� -� � ` � k r% �a�.�—`�� �-'
�__TO DRAIN
_ \\�
-L-
END PROJECT
17BP.7.R.86
-L- STA. 15 + 05.00
WOODS =�`
Pe _—+!re—
0 HWY 6/ �
FIELD
T�— — --- ---
� -- n/ _
� ��Veh� F _ — -- _ _
_ . �
. i
� •
. � ._ --
{ o -------- - - ,RETAIN� 15" RCP T
� i � � F — `�
��I � �pRop ���jr� vow �s�Es � �/'1(�1�1EXISTING R/W �
� ��'l_ ^�' �� �1-- N� �. GnIL 5. THOMPSON ��
� �— - — )—(�� a �
��.P � _ J'
i �, � WOODS WOODS � ��_
I� � �DUE ���,rv-._
U r'F , UE �
�� il� '" � �
1� I ,�' �� �>
�� � il
�
Z
n
�
�
�
�
�
Z
m 60' EASEMENT
I
- PROPOSED OH POWER LINE - �
(APPROX. LOCATION) � ,
/
PROPOSED POWER POLE JOINT USE (TYP.)
(APPROX. LOCATION)
END CONSTRUCTION
-DR2- STA 10 + 90.00
\ DETAIL D
DETAIL C RIP RAP AT EMBANKMENT
STANDARD 'V' DITCH ��°e'° s�°�e� w,am a. nei�o
�N �b Scola) flow-W (soo balow� m
5'min.
Nofural Na�urol Diich � p.m�� Z p,
Ground 7� ti.1 Grov�d Grode
D
a
GEOTEXTILE
Min. D -1 Ft.
Type of Liner- PSRM
Min. d=1 Ff. TVPe of Liner=Class II Ri�Rop on Geo�exiile fobric
FROM -L- STA. 13+29 TO 13+60.5 lT -�- STA. 12+98 LT (W-8')
-L- STA. 13 r29 LT (W-5')
�PERMIT DRAWING SHEET 1 OF 3
PROJECT REFERENCE NO.
P E RM I T D RAW I N G �7BP.7.R.86 (SF-400/89J
STREAM IMPACTS EXISTING BRIDGE DIMENSIONS 36'X27' (SINGLE-SPAN), 90 DEG. SKEW , ^ TGS Tcs ENG/NEERS
F O R B R I D G E 7j � O O 1�J 9 �N�iN_ERS 706 H/LLSBOROUGH ST
PROPOSED BRIDGE DIMENSIONS 70'X33' (SINGLE-SPAN), 90 DEG. SKEW � su�TE Zoo
Length Type Description TOTAL PROJECT LENGTH - 380' �� RALE/GH,/VC zTeos
G U I L F O R D C O U N� PH �9/9J 773-8887
Permanent 14 ft Class II RipRap Streambank Stabilization
on Geotextile (Rip rap at Embankment) STREAM IMPACTS
- - - - - m - - - I --- -
Temporary 0 ft None No temporary impacts. ��V � SOUTH END 0 PIPE � � �� �� � � � � � �
�, ���' ,���� � IS A 12" CORR GATED ��� '�� � � g � / �
°�ti � � � PLASTIC PI E �, °� �
� � � �
DETAIL A DETAIL B END CO TRUCTION NORTH END IS � ',�� O� j � � � �
SPECIAL CUT DITCH STANDA2D 'V' DITCH — A N I� C M / �I � /� 4� �C
� �°, �° 5oo1ej , �°� �° =°°�e, —D Rl — STA 1 + 05 . 00
, p'P� CLASS B RIP RAP > ( , � � 6� C� �
c�o���� '` ��� � �a���� ON GEOTEXTILE ,�� /��' '� � O� // �, �O �
��d ?�� smce �,o� a ♦ �,o��a � / .
D 1.� p �,�. I � C� / q
d 1 � _ - �/ � I I I _ �
M� o=iF. M��.o-s F�. i r�i` S DETAIL B/`'� � � � � � � �//
Type ofL'ner PSRM Mn d-1 Ft. .�- , 1 > . �
FROM L STA 11+75 TO 12+33 LT FROM -L- STA.12 t77 TO 12+98 LT � L',� � ��
FROM -L- STA. 13 �-60.5 TO 14+50 LT } ._ . \ � � 'I �(Q , _ �%�
i � , � � � � � � z� SEE DETAIL � �
� � << � `� � '� '� ! � � �� � END PROJECT
� � � � ��� � 03 ` �:`��„ �' � � � m � �'� �;� � 04 17BPJ.R.86
� � � JAMES R. & � i" I � ��� ' ��, ;
� �'�� -�� � BONNIE F. SMITH _--� � .,. �� O D�� i , � � 'S� . �n,� � � � . RONALD L. & PATRICIA B_ SUMMERS —L— STA. �� � O�.00
� _ � � � � � � � ' �� m - HisroRic � � �
, ; _ � � � �. � �
g � F I E L D _--- � I � � �� ��� SE ETAIL C SEE DETAIL A g �
I � ��
� \
� �N �, / � � y-
��- � FIELD 6�
� DUE DUE _, ��1 � � DUE � D � DU DUE D� DUE—� � �` y�
� � � �
�Ll ,, . S
20� UTILITY EASEMENT �� � � � ., . �� _ �- -
� �-J
_
i � f � -.
WOODS ' WoODS �_�—
--J/ i ��, m , ,� o
ExisiTiNc R�� � �� ��� � � � �� � � ��7 r�n�, �m `� �' ��� --___ � � —
_
— - — �n � � -v-� � — _ ���_ �isTiNc Ri �
� �m �
=' � �� - �� � �� �e � � -y � � — � � ' (���— �� �J—���
67 � --- - - � )���� �) �
� GRADE / � n��T v - P � \ � F' I 'Tl. � j� �J�� ` $L'rv.��`` J„ �_ f} `�/"
_ _ _ /.. TO DRAIN / . � ^J j � '� 6E "�J`� .
�
C
__ � p � � �
�`�` U '�/ , i`" a r I �
� � i-_ __R �V-r�.. �"`^ _ � �� DRAIN
� - - . � �i CJV� E---_ TB 2G I �� � �`�`\ . �^C� '.
� y
� ' i �
—.— -. _ - -_ . _ � - � ��._: — _ ___._ __— _ — _-_—
� .� � - � � �,I � �'. # `� . — — ' . - . _ --
� TO BENTHAM R G I -
�"� �� 0 HWY 6/ �
o „ ��iii -L-
_ � _ 20' BST SR 27/9 HIGH ROCK RD a i � r_i� ��'��� 0 C& S T I � i, i i�� ��' _ _
_ -- - ---
T -- .1 - - -- - �1 — _ �- T �—.
(o — -
' � F-- -�a�_ � , � -- �- - — — —_ -� ;
,
, _
,�
�� _ � ,
-- � � r�
F----------F ;�.� ��� � .--.
� �� �\ I
� � , � � � ` �,, RErA�N6�'� �� R C P �'
� 1 l[ f[ � r �-------- F-
, `
�� � ( � � � � / �, — - -
— —
� EXISITWG R/W / � . � �
_ �
I l l�
_ �
� - — -- -
(h PROP 0/H POW LINES � A"'y m F � � I �
� �y� o �' o�H p �iNes EXISTING R/W `� '�. �
� ��
(� ow �
:�J � � 0/H POW LI � i � �PPOP l� , . � f� � , �,JIJp� Cp,IL S. THOMPSON
P � �' 7
� u ` i - - � � — � , )�,�
� � �
�, ROv . DUE �
��-�� _ � cooK �ue �, ' � �\ �� ' �� �` I�-, WOOD� WOODS '�.t,
_ _ . 9
'� � G�,p� �
BEGIN PROJECT �,i � ,> _��: �- �'��`� �� �-'� ��_����f�r, ou � u�. � �� ��-
� �
; , - — � — _� , —�
�� .
17BP.7.R.86 � ��� � ��' z �
� -� ��
� �� ,
-L- STA. 11 + 25.00 �� � � �� W ci.ass u �� �� 1 a i�� � � S
% OODS RiP �,p � � WOODS� i � � � ���,� ` �'
(TYP.) �� � O � I 1 ,
�� �� � ,
� � � 1 ,
� � \ �,�
8 il
� v� ���, �' 1' � I �
� EXISTING CONCRETE ABUTMENT TO BE REMOVED DOWN � rn �' i
1 II
�
�9 - �
L PES UT BAC
K � � � I , .
\ � TO TOP OF EX. CONC. FOOTIN�., � AND S O C _ rn ,
� AT 1.5 H:1 V AND LINED WITH CLASS II RIP RAP i- '� I PROPOSED OH POWER LINE I il �
� , ( ) ( ) L� Q � � � � i � �� .
� (24' THICK, KEYED-IN) ON GEOTC�CTILE (TYP.) W� I r� � N � �� (APPROX. LOCATION) I i \ ,
g N � � �
� I �
� �( ,� \ - B M I � m 0 O �, � � � PROPOSED POWER POLE JOINT USE (TYP.) I I \
� � �-"\ �9� N � � � � � � � � � � I (APPROX. LOCATION) �
NorEs: � ,'�� ��V ��,� \�� �� �� � � � � ��� � `l END CONSTRUCTION � � �' �
/
1. UT TO REEDY FORK HARDYS MILL POND � \, � '� �l � —DRZ— STA � O-� �%O.00
� )
� m
IS IN THE CAPE FEAR RIVER BASIN. � �� � � � � ���I 6�
2. JORDAN LAKE BUFFER RULES IN EFFECT. , � � I � I I ' �erni� o
� � DETAIL C RIP RAP AT EMBANKMEN�
STANDARD 'V' DITCH '° SCO1e
' oScolal 1 1 W�w��`��(s�co�bolowj'�
3. DO NOT INSTALL DECK DRAINS. `r �� 5,
� �°'� 60,00' � �a,�,a� �a,�.o� �o ,�
o�i�� z o
4. CLEARING SHALL BE PERFORMED PER I / � � C� c7� G����d d?, ° ti, �����d ���de
NCDOT METHOD II. I � � � � � / �� � � � `�°'��"`�
� � /� Min. D-1 Ft. 7ype of Liner=Class II Ri�Rop on Geo�exf le iobric
/ I: � T dt�1 PSRM Min.d=1 Ff.
/ / �, �0 ' ype rie
FROM -L- STA. 13+29 TO 13+60.5 lT -�- STA. 12+98 LT (W-8')
/^ / ` -L- STA 13+29 LT (W-5')
�l
%
/ .
/ , I _
GRAPHIC SCALE �o / � '� , m' eo En EMENT l. i
20 10 0 20 40 � � � � � �� � :i�� � � �
�� � � � � � � � �' m � � I �� �� � �� � PERMIT DRAWING SHEET 2 OF 3
,o� ��' ��� ��� I � �
SF-4U0189_Pcrmit Drawing�sh_Stream.dgn I I/24/2075 1227:07 PM TGS
670
..�
650
.�1
BEGII
–L –
ELEV
LOW SIDE LOW CHORD
GRADE
, �`„ ' L`"' EXISTING BRIDGE
= 664e10 TO BE REMOVED
_,_ ,
-�,
�
Pl = l2 f44a00
EL = 657079'
VC = 60'
�K=/0
DS = l5 MPH
(��53�2s�—_
( +�0 �9��! _ _
PROP. EXCAVATION TO ELEV. 650'
AND LINED WITH CLASS II RIP RAP
(24" THICK, KEYED—IN) (TYP.)
EXISTING CONCRETE ABUTMENT TO BE REMOVED
DOWN TO TOP OF EX. CONC. FOOTING AND
SLOPES CUT BACK AT 1.5(H):1(V) AND LINED
WITH CLASS II RIP RAP (24" THICK, KEYED—IN)
�2 + ��
ST RUCT URE HYDRAULIC DAT A
DESIGN DISCHARGE _ 1300 CFS
DESIGN FREQUENCY = 25 YRS
DESIGN HW ELEVATION = 652.3' FT
BASE DISCHARGE _ 1800 CFS
BASE FREQUENCY = l00 YRS
BASE HVy ELEVATION = 653.34 FT
OVERTOPPING DISCHARGE = 5600 CFS
OVERTOPPING FREQUENCY = 500+ YRS
OVER7"OPPIN� ELEVATION = 658.25'xF FT
xxOVERTOPPING ELEVATION REPRESENTS LOVyEST HIGH
WHICH OCCURS AT RIGHT EDGE OF PAVEMENT @—L—
SF-400189_Permit Urawing�fl_Stream.dgn I I/24/2015 I0:4920 AM TGS
POINT ON DECK/ROADWAY,
ST A. l2 +67.97
GL —L— STA. 13 + 17.00
PROP. 1 @70'
24" CORED SLAB W/ 4'-0" DEEP CAPS
PROP. GRADE = 658.22'
SKEW = 90° -
�
�
100 YR. W.S. ELEV. = 653.34'
25 YR. W.S. ELEV. = 652.3'
Pl = l4 f28o00
EL = 658088'
VC = l30'
K=26
DS = 25 MPH
� °/
_ � �5 5�65
--
_ _ C_+��e�'�l �
� EXISTING GRADE
PROP. GRADE
1.5:1 NORMAL SLOPE
W/CL. II RIP RAP (TYP.)
���� � �
i ✓ I I I
\
\ � I
_ ,'`��
`—_ ' APPROX. W.S. ELEV. = 643'
ON DATE OF SITE VISIT ((�15�015)
13+00
I"�I'�(�>I���I 1.;I��:'
14+00
PERMIT DRAWING
FOR BRIDGE #400189
GUILFORD COUNTY
15+00
PERMIT DRAWING SHEET 3 OF 3
Pi'ojrd Tmcking No. (lnlenea[ U�e)
14-09-0016
--�_� �—..{ U PDA"I'I s
������� HISTORIC AI2CHICTECTURE AND LANDSCAP�S
� 5:�:i ASSESSMENT OF FFFECTS TORM
'�*� �{ ,
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
Project No:
WBS No.:
Ferl. Airl No:
Ferfernl
Str. 400189
17BP.7.R.86
� Yes �
PKOJECT INFO1iMA'.
Co�u:ty:
Document
Fuuding:
No Permit
Guilford
PCE or MCC
State I I Pederal
NWP3 orNWP 14
Proiect Descrinlion:
Replace Bridge No. 189 over UT Reedy Pork on SR 2719 (High Rock Rd). Replace structure at existing
location. Area of potential effects is 75 feet either side fi�om [he centerline of the roadway/bridge and 300
feet from either end of the bridge. Project length is approximately 500 feeL There will be an off-site
detour but no work is anticipated on the detour. Pennanent and temporary easements are required.
SiIMMARY OT HISTORIC ARCHICTECTUKE AND LANDSCAPES RF.VIEW
Descriptioii of revieiv activities, resulls, nn�f conclnsions:
Review of HPO quad maps, HPOweb GIS mapping, historic designations roster, and indexes
was conducted on 9/23/14. Based on this review, there are no NR, SL, DE, or LL properties
within the APE. "I'here is one SS (surveyed site), the Summers Log House and Barn (GP1843)
located within the APE. Guilford County property and tax records werc reviewed which revealed
one property �cross li•om Uie Summers Log House with a built-date of 1976. The APE sits in
northeastern Guilford County, and consists of rural Y'orested and cleared farm land with
residences interspersed along the roadways. It is not dear whether the SS property would be
eligible for the National Register oP Historie Places (NRHP), therefore a swvey is ueeded to
assess its condition and significance vid assess for any potential effects from project activities. A
survey is required for Chis project.
1'he field survey was conducted in October of 2014. The Summers Log IIouse was still standiug
but the barn and auother outbuilding were confirmed to be gone. NCDOT decided to evaluate the
Summers Log House property for eligibility to the NRHP and contracted with Mattson,
Alexander, aud Associates, Inc. to conduct the intensive suivey and evaluation. "I'he eligibiliry
report was completed in Pebruaiy of 2015 with the consultant finding the Clapp Family Log
House (Summers Log House) eligible for listing in the NRIIP under Criterion C as a
representative example of mid-19°i century hewn, half-dovetailed log house and outbuilding
construction in northeast Guilford Coimry. "fhe North Carolina Historic Presetvation Office in a
letter of March 23, 2015 concurred with the eligibility finding and also reconlmended that the
Hlelorle dr<hi(r<Iure nnd Land�enpe.e k4FL%CTS ASS[iSShlliNTforni fm b7n�m' 7}nn.vpormilwi Projecn ns QualJied in Ne 2007 Yragrnnunntic ARreerrienl.
Page 1 of 3
historic property boundaries be expanded to include the entire frontage of the tax parcel on High
Rock Road and that the western boundary be drawn farther to the west. They included a map of
the proposed boundary with their letter (see attached). NCDOT Historic Architecture has decided
to follow the HPO recommendation for the new historic property boundary.
Bridge No. 189 on I Iigh Rock Road borders the tax parcel for the Clapp Family Log House and
therePore its AP� for the project will eneroach into the historic property boimdary on the
southeastern side. 1'here will be minimal clearing and a compatible bridge rail design will allow
for a"No Adverse EffecY' from NCDOT Historic Architecture.
Edited to Add: On November 16, 2015, the architectural historian for this project received
notification that NCDO'I' project engineers would be aequiring additional property from tlie
historic property parcel for a Drainage and Utility F,asement (DUG). The total amount oPthe
DU� extends 20 feet beyond the existing right-of-way. An additional 850 squarc feet will be
cicared on the east side of the road and an additional 2350 square feet will be cleared on the west
side of the road. A total of 5600 square feet of DUI: and 2400 square feet of Temporary
Construction Easement will be acquired on the parcel of the Clapp Family Log House. Most of
this area to be cleared is closest to the southern end of the projcct near UT Reedy Fark. It is
shown in blue hatching on the maps provided with the project plans. It does not extend to thc
partion of the pareel already partially cleared that contains the Clapp Log House and
ASSESSMENT OF EFFECTS
Property Nanre: Clapp Family Log House Status: NRHP-�ligible
Stirvey Site No.: GF 1843 PIN.• 8828188298
Effects
❑ No Effect � No Adverse I:ffect ❑ Adverse Effect
Exulauation of Effecls Determinntion:
There will be only a small amount of minimal clearing to the parcel of the historic property.
Because there will be a compatible bridge rail design and construction work will not clear/impact
so much as to negatively impacY the character of the historic property, thcre will be a"No
Adverse EffecY' determivation.
List of Enviro�l�nentn! Camnritnrents:
-An offsite detour
-Use of an Oregon Rail (42")
-Standard guard rail approach
-No staging of equipment within the historic property boundary
FIIWA Intends to use tUe State Historic Preservation Office's concurrence as a basis for a"dc
minimis" finding for the following properties, pursuant to Section 4(�:
Oirlw4c Arcliiteelure arrd /,wtdscapee liFFtiC7:ti ASS]iSSMliNfform for A�n�ar Trarispar(aliw� VroJects ns Qvaf�ed In IGe 2007 Pragrrzmnmtle Agreemenl.
Pagc 2 of 3
SUPPORT DOCUMENTATION
�Map(s) �Previous Suivey Info. ❑Photos �Correspondence �Design Plans
FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE
Historic Architecture and Landscapes — ASSESSMT:'NT OF EFPECTS
Architectural Historian
0
Dace
iz� i •
State Historic Preservation Office Representative" Date
Pederal Agency Representative
Date
llisroric Archileenvn ond Lanrlsmpes h/•79iC%;S AS,ti[iSSbfliN7'form for dfn�m� 1)aruporinllat Projeels as QimlJed !n Ihe 2007Yrngrmumalic Agreernent.
Page 3 of 3
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Noxth Carolina Department of Cultural Resources
Statc Historic Prescrvation Office
Ramona V[. Har�os, dJminintrntoc
Goccmo� Pae NcCrog•
Sccm�ag�Susan KIW�z
Maxch 23, 20]5
MI :MORANDUM
1'O: blcgan Privett
Human 1?nvironmcnt Unit
NC Dcputment oE'1'ianspoxtation
rROM: RcnceGlcdhill-Earlcy �i-.�.R-v /�`�'�`�^��e'`�
�;nviro�mcntal Revie�v Coocdinatox
OfFice of d¢hiccs and I Iisrory
Dcpu[y Sccre[ary Kc�in Chcr�,
SUI3J�;C'I': Replace Bridge 189 on SR 2719 ovcc UT of Recdy Pard, PA 1d-09-0016, Guilford Cou��ty,
liK 15-0570
'Phank you foe youe lettec of'LVlacch 10, 2015, traasmitting the IIisCoric Stcuctures Surve}' Repoxt foe the above-
reEexenced undertakic�g. We have xevicwed the report and concur that the Clapp Family Log House
(GF1843) is eligible foc listing in the National Registex of Histoxic Places u��dcr Critcrio� C as
ecpxeseutative example oEinid-19`� century hewn, half-dovetailed log house and outbuilding constniction in
nartl�east GuilEoxd County. "fhe liouse is an exatnple of a si��gle pen house, and both buildings have a good to
vecy good level of physical integrity. "1'hereEoce, they xank �vcll when compared to otliec 19'�' ce��tuiy log
buildings in die nartheast quadiant thaC �vere included in thc GuilEord County survey.
Wc recommend that the propeety boundaxies Ue expa��ded to include tl�c entire frontage of the tas paxcel on
High Rock Road, and clie wese boundary be deamn f2rthce to the mest. "1'his largee aeea provides a moxc
appeopeiate setting for this cueal fumstead propeity — beyond the cicared arca in which the house and
outbuildinKs ace located. t\ map of the proposed Uoundary is attacl�ed.
We would likc to notc that, accoxding to die report, thc log Uarn that stood closcr to the road and was iucluded
in thc surocy filc for thc pro[�cety has been demolishcd, or dismnndcd �A pilc of wood in the backgxound of the
side (�vest) clevation photograph is likely the reu�ains of the baxn. It no bngce contiibutes to tlre historic
intcgrity oE thc pxopeety.
The above comments are made pursuant to Section 106 oE the National Histoxic Pcesctvation Act and thc
rldvisoxy Council on I Iistoxic Pmseroation's Regulations fox Compliance witl� Section 106 codificd at 36 CI�R
Part 800.
1'hauk you fox youc cooperation and co�sideration. If you l�ave qucstions concerivng tl�e above cotnment,
contact Renee Gledl�ill-N,arley, enviroi�mental review coordinator, at 919-807-6579 or
environmcntaLrevie�v(�neder.eov. In all future communication concernii�g tlus project, please cite the above
refexenced trackii�g numbee.
Attachment — map
cc: blacy Pope Fuir, NCDO'1'
mfuxr [ni,ncdot.gov
Loca�ion:1091iasiJoncsS�rcc�,RalcighNC27601 MailingAdd�css:461��taJScnicc(sntcqRnlcighNC27699-N�1] 'fdephonc/Fux:(9U)NII]-690/ri07-R599
�{ pftn0�dg_ I�nEI' x��Heme� ��MF4AFB:IICHC0615�� r
f C gizncd<rgov . ., � . .. ... . ' _
Proposed Clapp Camily Log I Iouse (GC1843)
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Project Tracking No.:
14-09-0016
�a�°-���t NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ������`,a
�Q ���� �'�, This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not �� `��
`� ��`'�'� ��" valid far Historic Architecture and Landsca es. You must consult se aratel with the `� ���
� " �r �,> p p Y � � r
��.<,,,�.�;,� Historic Architecture and Landscapes Group. <�v ����
PROJECT INFORMATION
Project No: Structure 400189 Couniy: Guilford
LIBR Data Sheet (PCE) or
WBS No: 17BP.7.R.86 Document: Minimum Criteria Checklist
F.A. No: N/A Funding.• � State ❑ Federal
Federal PeYmit Required? � Yes ❑ No Permit Type: NWP 3 or NWP 14
Project Description: The NCDOT proposes to replace Bridge No. 189 on SR 2719 (High Rock Road)
over an Unnamed Tributary of Reedy Fork in Guilford County. Bridge No. 189 was built in 1963, and is
considered to be structurally deficient and funcrionally obsolete. There may be minor ditch-line impacts,
additional ROW is anticipated but not known at this time, and traffic will be maintained during
construction on existing local roads (i.e. offsite detour). Temporary and permanent easements are
anticipated as well; however, their exact locations and dimensions are not known at this time. To
incorporate possible locations for additional ROW and easements, project length along SR 2719 (High
Rock Road) will measure about 300 feet from either end of the bridge with a width of about 75 feet to
either side of centerline. Based on these dimensions, the Area of Potential Effects (APE) measures
approximately 93,539 square feet or about 2.15 acre, inclusive of the existing roadway and structure.
SUMMARY OF CULTURAL RESOURCES REVIEW
Bvief description of Yeview activities, results of review, and conclusions:
A map review and site file search was conducted at the Office of State Archaeology (OSA) on Friday,
September 19, 2014. A comprehensive archaeological survey at this particular bridge location has never
been conducted, and no archaeological sites have been recorded within one-half (1/2) mile of the
proposed project. Digital copies of HPO's maps (Ossipee Quadrangle) as well as the HPOWEB GIS
Service (http://gis.ncdcr.gov/hpoweb/) were last reviewed on Tuesday, October 14, 2014. There is one
(1) known historic architectural resource (GF1843 — Suminers Log House and Barn) located adjacent to
the proposed project corridor; however, intact archaeological deposits associated with this resource are
not anticipated within the footprint of the proposed project. In addition, topographic maps, historic maps
(NCMaps website), USDA soil survey maps, and historic orthophotography were utilized and inspected
to gauge environmental factors that may have contributed to historic ar prehistoric settlement within the
project limits, and to assess the level of modern, slope, agricultural, hydrological, and other erosive-type
disturbances within and surrounding the archaeological APE.
Brief Explanation of why the available informaZion provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
This is a State-funded project that will require a Federal permit as well as permanent and temporary
easements. The location of such easements is not known at this time; however, all proposed project
activities are to take place within the proposed APE, defined as 75 feet to either side of centerline and 300
"No ARCHAEOLOGYSURVEYREQUIRED "jorm for Minor Transportation Projects as Qualified in the 2007 Progr�arnmafic Agreement.
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Project Tracking No.:
14-09-0016
feet from either end of the bridge. Since NCDOT's existing ROW along SR 2719 (High Rock Road)
measures 60 feet wide, there may be environmental impacts beyond what is currently owned/maintained
by the NCDOT. From an environmental perspective, the APE consists of the rolling and undulating
terrain characteristic of the North Carolina Piedinont, and is composed of several soil types: Cecil sandy
loam, 2-6% slopes (CcB), Cecil sandy loam, 6-10% slopes (CcC), Chewacla sandy loam (Ch), and Cecil
sandy loam, 10-15% slopes (CcD). Eroded soils are present just beyond the APE: Cecil sandy clay loam,
2-6% slopes, eroded (CeB2) and Madison clay loam, 10-15% slopes, eroded (McD2). Two (2) nearby
secondary road improvement proj ects were reviewed by the Office of State Archaeology (OSA) for their
potential to impact archaeological resources; however, both were considered "low probability" and
surveys were not recommended (ER 02-10469 [SR 2776 (River Track Road)] and ER 03-2903 [SR 2775
(Michael Road]). Therefore, there have been no comparable properties reviewed and/or impacted within
the proposed project's vicinity. Known archaeological sites in this corner of Guilford County tend to be
located along major waterways like Reedy Fork and Buffalo Creek, both of which are located south of the
project area. Given the degradation of soils within Guilfard County since the last county survey in 1977,
a reconnaissance of the project area was conducted in order to gauge the integrity of the soils within the
APE. Soil columns were taken at 30-meter intervals along the perimeter of the APE within areas of what
was observed as moderate archaeological potential; unfortunately, soil deflation is quite evident.
Additional columns were taken in the adjacent agricultural fields (corn-NE, tobacco-SE, and fallow-SW);
typical overlying A-horizons and/or plowzones (Ap) were not detected within the profiles, which
consisted entirely of clay loam and clay strata. Various fragments of quartz were observed on the surface
within the tobacco field with none being cultural in nature. Exposed rock was rather evident in the
Northwest Quadrant, with overgrown rock piles located in the wooded section of this quadrant; these piles
are interpreted as evidence of field-clearing activities and are not considered archaeological in nature.
Based on the overall topography, increased soil deflation, hydric soils, utility disturbances, and
driveways/field access roads within the APE, it is believed that the project area, as depicted, is unlikely to
contain intact and significant archaeological resources. Therefore, there should be no archaeological
survey required for this project. If design plans change or are made available prior to construction, then
additional consultation regarding archaeology will be required. At this time, no further archaeological
work is recommended. If archaeological materials are uncovered during project activities, then such
resources will be dealt with according to the procedures set forth for "unanticipated discoveries," to
include notification of NCDOT's Archaeology Group.
SUPPORT DOCUMENTATION
See attached: � Map(s) � Previous Survey Info
❑ Photocopy of County Survey Notes
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SUR VEY REQUIRED
NCDOT AR
T II
❑ Photos ❑Correspondence
Other:
October 14, 2014
Date
"No ARCHAEOLOGYSURVEYREQUIRED "jorm for Minor Transportation Projects as Qualified in the 2007 Progr�arnmafic Agreement.
2of3
Project Tracking No.:
14-09-0016
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"No ARCHAEOLOGYSUR VEYREQUIRED "jorm for Minor Transportation Projects as Qualified in the 2007 Progr�arnmafic Agreement.
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,{a� � ,,�. �,�� Bridge No. 189 on SR 2719 (High Road Rd)
_ _ ,� " �� ���1 r , ,� � ,.
� -�- y„ <„�4 �..� "'.� over Unnamed Tributary of Reedy Fork
� , '� { �1�`-: Guilford County, NC
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