The URL can be used to link to this page

Home My WebLink About20151306 Ver 1_Application_20151216�; f �` .f � ! ;.: i �� $ # �� ;� �� :! !� � � . . . . . . . . 2 � V � � V Y � t � � O � � O i � � 3 COU �t'�( SU �'i� 4 �ri�ge �€�c��° i 9 Replace Brg# 19 esc�ipi�� over Sauth Fork S �itchell Rive� E Basin Yad�Cin 7 Ciassification C 8 �tream SIN 12-62-13 9 TYp� 1n�and �.� �IZL 2S' 11 1'ype BRIDGE 1Z E�crsfiir�g ��c��ar� 5ize 25'x 128' 13 Suff. Rating 18.2 14 �ropc��d �#ruc�ur� TYpe BRIDGE� �.5 Size 3Q x 140 1� S�rearn i9SACE {LF} 27` temp 27 NCDVIdQ Imp�cts �LF� 27' temp 18 USACE Impacts (AC� Q 19 etlands NQn 4041mpacts {AC� Q 20 CAMA Impacts {SF} NJA 21 NC DWQ Buf�er� Impac�s {SF} NJA 22 Buffer Appiicaton Required {Y1Nj Na _ � 23 State Stormwater Permit Required (YfN� No Yes- �ItE6, Schweintz's Habitat Sunflower & T&E Sma{I Whorled Z4 Pogonia 25 �pecies Preseni None 26 Bio Gonclusion NLTAA �7 Moratarium �YPe �la- � 28 Qates N/A � 29 Native/Hatchery NfA 30 Trout Species Present None Trout Waters 31 Traut Condifions {Y/N} N 32 WRC Reuiewer MJ Chambers - 33 CAMA AECs N/A 34 Essential Fish Habitat No 35 Nav. Opening N/A 36 USCG Permit No 37 Historic Properties No Y 38 Archaeological Resources No 39 Tribat Lands No 40 4{fj Resources No 41 6(� [�WCF] Resources No 42 Wild and Scenic River No 43 Federal �ands No 44 TVA Area No 45 FEMA Buyout No 46 FEMA Ftood Study No 47 USTs Haz Nlats No 48 Relocatees No 49 L�T 36.35314 �ocation 50 LONG -80.85121 51 Project Comments Campleted by. � Date; � Z f�'' � L �d Engirteer � � �! �� l � �., 1 / . , . ; ,. , ,� _F F , :- � ; . , i _ . ; , , „ ; � - ,,v�j f '..��:�i�f�C. '� . , � �r ,. Fi)' i ! � � / , �F f l Project Tracking No.: 13-09-0017 NO NATIONAL REGISTER OF HISTORIC PLACES �` i�: � ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES �,��-� �� {```xz�k=�� ti§ PRESENT OR AFFECTED FORM t-� � aj '� �"�` �� This farm onl ertains to ARCHAEOLOGICAL RESOURCES for this ro ect. It is not �� ;�+ -�� a� Y P P J � �°��'�'�'�� valid far Historic Architecture and Landscapes. You must consult separately with the l� �:�� Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No. WBS No: F.A. No: Str# 850019 17BP.11.R.71 n/a Federal Pe�nzit Required? County: Surry Document: Minimum Criteria Funding: � State ❑ Federal � Yes ❑ No Permit Type: NWP #3 or14 Project Description: This project calls for the replacement Bridge No. 19 on SR 1307 (Mountain Park Road) over the South Fork Mitchell River in Surry County. The archaeological Area of Potential Effects (APE) for the project is defined as a 720-foot (219.46 meter) long corridor running 360.feet (109. 73 nzeters) northeast and 360 feet southwest along Mountain Park Road from the center of Bridge No. 19. The corridor is approximately 1 SO feet (45.72 meters) wide extending 75. feet (22.86 meters) on either side of the road from its present center. SUMMARY OF ARCHAEOLOGICAL FINDINGS The Norih Carolina Department of Transporiation (NCDOT) Archaeology Group reviewed the subject project and determined: � There are no National Register listed ARCHAEOLOGICAL SITES within the project's area of potential effects. ❑ No subsurface archaeological investigations are required for this project. ❑ Subsurface investigations did not reveal the presence of any archaeological resources. � Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for the National Register. � All identified archaeological sites located within the APE have been considered and all compliance for archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. � There are no National Register Eligible or Listed ARCHAEOLOGICAL SITES present or affected by this project. (Attach any notes or documents as needec� "NO NATIONAL RF.GlSTF.R EI IGlBLF. OR LlSTF.D ARCHAEOLOGlCAL SlTES PRF'SENT OR AFFECTED forni for Mlnor Transportation Projects as Qua[ified ln the 2007 Pr�ogramrriatic Agreement. 1 of 8 Project Traclzing No.: 13-09-0017 RECOMMENDATION An archaeological survey and evaluation of proposed replacement of Bridge No. 19 in Surry County was conducted in November 2013, by New South Associates. During the course of the survey, one previously unidentified isolated finds (31 SR200) was located within the project APE. This archaeological resource is recommended not eligible for the NRHP, and no further archaeological investigations are needed for this project. I concur with this recommendation as the proposed bridge replacement project will not impact signi6cant archaeological resources. If the project expands and impacts subsurface areas beyond the defined APE, further archaeological consultations will be necessary. SUPPORT DOCUMENTATION See attached: � Map(s) Other: Signed: � ❑ Previous Survey Info � Photos ❑Correspondence C. Damon Jones NCDOT ARCHAEOLOGIST 12/12/13 Date "NO NATIONAL RF,GlSTF,R F,LIGlBLF, OR LISTF,D ARCHAEOLOGlCAL SlTES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 2 of 8 Project Traclzing No.: 13-09-0017 Brief description of review activities, results of review, and conclusions: The project's Area of Potential Effects (APE) along Bridge No. 19 on SR 1307 (Mountain Park Road) over the South Fork Mitchell River in Surry Counry was subjected to an intensive archaeological survey (Figure 1). In November 2013, New South Associates, Inc., completed shovel testing within the project APE at 30-meter intervals to identify potential archaeological resources that might be impacted by the proposed undertaking. The APE for this study measured approximately 720 feet (219.46 meters) long by 150 feet (45.72 meters) wide and it measures 108,000 square feet or 2.23 acres in size. The APE is drained by the South Fork Mitchell River and a very narrow floodplain. The northwest quadrant consists of a very steep slope, the southwest quadrant is a plowed field with moderate slope, the northeast quadrant consists of an unnamed stream and associated wetland soils, and the southeast quadrant is moderately sloped with an existing transmission line corridor (Figure 2). Soils within the APE consist of Colvard and Suches (CsA) sandy loam, which are well drained with less than 3 percent slope on the floodplain. To the north of the river the wooded uplands soils are Woolvine-Fairview-Westfield complex (WoE). These soils are well-drained loams with greater than 25 percent slopes (USDA Soil Survey 2013). A map review and site files search was conducted by Mr. C. Damon Jones of the North Carolina Department of Transportation (NCDOT) Archaeologist, at the Office of State Archaeology, on September 30, 2013. This search found that a comprehensive archaeological survey has never been conducted at this location and no archaeological sites have been recorded within a on�mile of the proposed project. Jones also reviewed historic maps (North Carolina maps website) as well as the HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/). There are no known historic resources located within the APE that may have intact archaeological resources. A review of historic highway, topographic, and soil maps found indication of a road andbridge as early as 1891, but no structures were located in the immediate vicinity of the APE until 1932 where a soil survey map plots structures near the bridge, but likely outside of the APE. The intensive archaeological survey excavated a total of nine shovel tests at 30-meter intervals (98.43 feet) along two transects, one located on either side of the existing road within the APE (Figure 3). Four shovel tests could not be excavated due to the presence of steep slope on the northwest and northeast section of the APE. Three radial shovel tests were excavated around the single positive shovel test at 15- meter (49.21 feet) intervals with an additional radia130 meters southwest of the original positive. All shovel tests measured at least 30-centimetera (12 inches) in diameter and were excavated to at least 10 centimeters (4 inches) into sterile subsoil. All excavated soils and sediments were screened through mesh screen (0.64 centimeter, 0.25 inch), and all shovel tests were backfilled. A visual inspection of the surface was also done in conjunction with subsurface testing. A typical soil profile in the southeast quadrant, at the positive shovel test, was 0 to 5 centimeters of brown (7.SYR4/4) loam (Stratum I) and 5 to 10 centimeters of brown (7.SYR4/4) silt (Stratum II), and 10-15 centimeters of red (2.SYR4/8) clay (Stratum III). In the southwest quadrant, a rypical profile contained red (2.SYR4/6) sandy clay from the surface. Isolated find 31 SR200 was identified during regular interval shovel testing on the south side of the South Fork Mitchell River in the southeast quadrant of the APE. It consists of single metavolcanic flake located in shovel test 4-3 (Figures 4). Radial shovel tests were excavated at 15-meter intervals to the north, south, and east. No radials could be excavated to the west due to the presence of the road. The isolated find is located underneath a power line corridor; the ground has been cleared with signs of extensive erosion. Nc evidence of features was identified, and none are expected. Isolated find 31 SR200 has no potential to provide further important information beyond that which has already been documented. New South recommends that 31 SR200 is not eligible for listing in the NRHP under any of the four criteria. No further work is recommended for this site. "NO NATlONAL RF,GlSTF,R F,! /GlBLF, OR LISTF,D ARCHAEOLOGlCAL SlTES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 3 of 8 Project Traclzing No.: 13-09-0017 Based on the shovel testing results, no further archaeological investigations are required for the proposed replacement of Bridge No.19 in Surry Counry. The proposed improvements will not irr�pact any archaeological resources. Figure 1. Topographic Map showing the location of the Project APE. Figure 2. View of SR 1307 (Mountain Park Road), looking northwest. Figure 3. Aerial View of the Project Area showing Shovel Test Results. Figure 4. 31 SR200 Site Map. Shawn Patch Archaeologist New South Associate, Inc. "NO NATIONAL RF,GlSTF,R F,LIGlBLF, OR LISTF,D ARCHAEOLOGlCAL SlTES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 4 of 8 Pr•oject Tr•aclzang No.: 13-09-0017 ' � * �� 4 . F �4�y�y. F . �r '! . . � F ! � - y • �� ' ` � ` �^ �� { �. f� � _ V � •4 y _ * �. f � • . , � � � . _.� � , ._ � 1 . � , vr � ` � - I _ �J�i�. ° _ C ..: �r— �r-- �—�._�_- �- - . ' � - y T� } � � '� _ . . � * $ -��+ 7 s ''5��;��, i � �� "a� _ ' * � .� : 'lf_ _. F . . ! ' �t� 4a � ' � .�' ' �Y � �� , . � J � ;__ �" � r �._- .� - , � �r ;,;� f. - ��,fi.--� �� '�� , °,r, , . � .�:° � � — � -- �� • � r • ,-_:, � ' '...4 ` ,'' �� i ` P � . . � ��' � ��' � �' _ . �� ,' . � � � . � p� ' � 'i � r ��.,y�,, i�` `�. �' y� — I i ,� _� I� _ r 4. � i �� I � � '� — �^�{ � � 4 ■ �1 i � � 1 h � � �i,� �y __ *•� b' eY/ y 3; y- . 1 � � . . 1�� _ - , , .. , + �r � '�— � - ',FF �[]��'°�0. 14� �.�'"�� ` . y, �, . . X. � _ � ".� �-'- . �,-+�,�� _ �,r.. - . � . � � , j � � � _ _ � - ,�,� � �., , w : � : ' � . , +� - � � ,,w. � � ��'.y r i � d..-¢ - �� . r 1 .3iY\ �`.� y � ✓:r`�fi� � i�' �. ��,� � �4"R� ' , . , .. i .� i `..YF a� � y�# � � ' , — � �� . ' � ��' � - I . . _ �� '�� 4 ` �'� , yS�� - .' - +'I� � - _ r� .�. . _ '- ? . � ' _ . - "� �', - _ ' � �` i , � �� ! ,"� �v. � � /'� - . �� ,�M � r ' - • , � ��a. __ =�, � � � } J� � d ' � �. ' , c .� �` 4 . � Y �. _ {� r � 4� _ . �$ F `. � �.�. • t �' � � � � � - �° � -� , —� ■ � �':,�.^.`,� ��,, �:'�� +� . - ...� 8 . , ti�, � , _ � _ . . f . �� ` `� ' w. � �� r � i " � ,� ` .,,� � I � � � � � i J� ��s . _ _ _-_�__ ._ _._ � � �,i ,,,.�_ _ - �, ,� �;�; �+ r _ � ° ,_�''V � �',r ,` _ � � e - �`~'� '" � ,�.� ''` _ �` "�, >. , �, �� • , '�� ' � APEiBridg�N�a. n9� � . 4 li� 2GG �4f4 Meters �� ' �' I i I i I �urr� �cru�t� ` 0 33a ��o i;�a �� •� �a�lrce: EIY.n��r�.h L75G5'•:=' Tup+¢�gau� i�ua�_!e Figure 1. Topographic Map showing the location of the Project APE. "NO NATIONAL RF,GlSTF,R F,LIGlBLF, OR LISTF,D ARCHAEOLOGlCAL SlTES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 5 of 8 Project Traclzing No.: 13-09-0017 Figtu-c 2. Vicw of SR 1307 (Mountain Parlc Road), looking northwest. "NO NATIONAL RF,GlSTF,R F,LIGlBLF, OR LISTF,D ARCHAEOLOGlCAL SlTES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 6 of 8 Pr•oject Tr•aclzing No.: 13-09-0017 � �� .,� _ ,! • T � y r { : � ''� � `� � 'M i ' ,P a �� ; i �:� � • . . � 1_1 ' S� .. •�_ , -, : �� ,�, � ,,�� t�, � . y �,., � .�E 4 ' � T � 1 � 1. � F�. } �f; �r � _ , . -�! �� e , � 17' � ♦ � , f �� . � � i� � � , ' r 1i_.! ° ^i - ''-1 , =_ • ' ' �°' �. ` _ �_ � �, � f%' *_� � �r , {' ;_ �, � � --- ��' � � . �1�u 7 � � �e�+� � c ,� . }_� �r. . � � j ' � � � �� ' ` � i �i. �� ' . � _. . � �� . - '.w}-. � . . f• ��-� � �� * . ^� .1 i' A � �r . i ,� � A ,'1 �.� J�� , ,r , y , . : �, � � ,� � �r � ' - "�, � ' � � �� ee . , , � � r : _ ` � • � '� kq� , r ''_i>.•, --- F �!Y~ ��•I��},l,:.� I � f, . �� '.- � 56ct��l T�est R�sa�t r" . � �6S.�F�icks�-ir �r �j d.� F� f � #.- � / . � _ � � ,;..,yR �� d�Y2 �SP�1LsMri r E! F,, � �� r3-� \;pf1E i:.. S �at�ed '1 �1.., �t'�'� J� � - _ � . ;� . � �- _ $$�}�i� �y �' :_�. -�� F�:I]I� �. t v _ � �. � ' . ' �� . Q Si9e Bo71�+' - 31�E�?f�9 � �; � 4PE ,+�ru�e �a 19� ►�',i+` j ' 1 �1, �'',� �, � s i p`s - ��'� EcQQ , y 4 - � 4 5 i4 _4'4ieters � '�"' ,� -¢ I i I i I � Q �� 30 8�p Fe�et ", £ �e_Id'iQ��r,,��7 Figure 3. Aerial View of the Project Area showing Shovel Test Results. "NO NATIONAL RF,GlSTF,R F,LIGlBLF, OR LISTF,D ARCHAEOLOGlCAL SlTES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 7 of 8 Pr•oject Trac%ing No.: 13-09-0017 � ;�, . '� �r� ,� 1 r _ � r �,�. � { �' � � • ' . � �,��t �_ _ } � � �. � . �_ ,� � � �� _- '� � , ,�� ,,r� - : ,� . � �,�� . � ,''� y � •� , F �� ; �' � � P+ E � r� � � •: � �� . 4 . , . �. , �, ; -� f � ' � � �' " . : � i , ,r . ., � � �^ �4�1 �� f ♦ ' * 'M� "' � �,'� �, � " � � . • � � `` ,. . . . � ' �. r �► ` . ' � y�l ��,� p .f . � �.� . � . �� ' � ,�-�� •�: - ; �. � j - � ��'� �� e �` r ' �� ' �+':il_ ' ' f+' ��'� �: . . ��LU'4'gl TCa �' �k2571�.t t - � . -. �. '. . . 9.,� � �]i �sRi.4'8 Hiz�r d� � . r�. .��--..� . i' ��"2��1i Y ��# :. _�• Si�Lacahon � PietEr�mV�amed, I� a �'',k i: N�tiVC fi�., � �'��:� t r # � � H � � �e�g- �15�'471} `- s ° � � P,� (�id�eNr�. i9} "' `,. '��.� ,.� 0 1 •� -;� * , �..,s;� : ;..� .,.;°��,_ ,.� �--.-' a � i� �ro�s�� -� ` � , i � i � i . � �� : c� ia ta �o �� ' �. :��: �� _._� L;�� a�..�� Figure 4. 31 SR200 Site Map. "NO NATIONAL RF,GlSTF,R F,LIGlBLF, OR LISTF,D ARCHAEOLOGlCAL SlTES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 8 of 8 Project Track:irg No. (Internal Use� 13-09-0017 HISTORIC ARCHITECTURE AND LANDSCAPES NO HISTORIC PROPERTIES PRESENT OR AFFECTED FORM 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 INFORMATION Project No: Str. 850019 County: Surry WBS No.: 17BP.11.R.71 Document PCE or MCC Type: Fe�l Airl No: N/A Fun�ling: � State ❑ Federal Fe�leral � Yes ❑ No Permit NWP3 or NWP 14 Permit s : Type(s): Pro%ect Descrintion : Replace Bridge No. 19 over S. Fork Mitchell River on SR 1307 (Mountain Park Road). SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW � There are no National Register-listed or Study Listed properties within the project's area of potential effects. � There are no properties less than fifty years old which are considered to meet Criteria Consideration G within the project's area of potential effects. ❑ There are no properties within the project's area of potential effects. � There are properties over fifty years old within the area of potential effects, but they do not meet the criteria for listing on the National Register. � There are no historic properties present or affected by this project. (Attach any notes or documents as needed.) Date of field visit: October 30, 2013 Description of review activities, results, and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was undertaken on September 13, 2013. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in the Area of Potential Effects, which is 75' from the centerline each way and 300' fi•om each end of the bridge. There is a c. 1930 house and outbuilding southwest of the bridge location and a survey was required. The house southwest of the bridge, 1326 Mountain Park Road, is a one-story frame house built c. 1930. A one-story garage addition and one-sto�y sunroom are attached to the southwest and no►-theast elevation respectively. A detached garage is northwest of the house. The house is unremarkable and not eligible for National Register listing. In addition, Bridge NO. 19 is not eligible for listing based on the NCDOT Historic Bridge Inventory. There are no National Register listed or eligible properties within the APE. If design plans change, additional review will be required. Hrs(oric Architecnu•e and I,a�vdscapes NO HISTORlC PIZOPER"!'ILS PRI'SIsNT OR AFFECTLD,fo�•nt fa• Mina• Trarsporlatia� P�•ojecls as O+�alified in die 2007 Prograinu�alrc Agreeu�enl. Page 1 of 3 SUPPORT DOCUMENTATION �Map(s) ❑Previous Survey Info. [�Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Historic Architecture and Landscapes — NO HISTORIC PROPERTIES PRESENT OR AFFECTED r � ,�/ 1� � _. _ ;� ;., �:U� - ��;--_-_ > � z�� NCDOT Architectural Historian Date .,z��.. ,� ' � A . „t ,�. , �� fi ��. � z � i�,a �o - . ,.:,�P�, , � • • �� - �,.,: � � �� •� .�� ' , � nta`��P� ; I � ` i' � . .. �? ; ��. . � � . _ .rv 4/ , M1 ( � ^r l� . _ �: . . � � , �' ' h � � � �� C� � � ;� �� m , ., `� _ �l� . , � _ .''i��/ h.F NJ - . �S`.�� ,. '`i� � . o� `J `% � 1 $�atP.Pd , " � . - ' \� � . ^�'I �' ., �m ' ,4 �., . � .7 . .. ( ' .,.�.. . _ l��'9z_ r .. �.�,\� . Project Location. Hisroric A�•dii/ecnn�e and ].andscapes NO I�IS�OR/C PRONER"!'IES PRIsSGNT OR A!%/%ECTED fa m fa• Minor Transpoi rario�i Projecls as O��alifred ur tl�e 2007 Progranunntic Agreenrenl. Page 2 of 3 HPO GIS. 1326 Mountain Park Road, southwest of the bridge. Not NR eligible. Hisla•ic Architecnn�e and /,andscapes NO HlS70RIC PROPER'!'IGS PIU�SGN7'OR AFFECl7sD form for Minor 77•anspor(alio�v Projecls as O+�al fed in the 2007 Prograrmm�lic Agrecmenl. Page 3 of 3 /wo� �. I�II�;hWc1y North Carolina Department of Transportation 51vYtYlWilff'1" �� ,,,,,.,�,,, Highway Stormwater Program \�� STORMWATER MANAGEMENT PLAN —�`�' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.11.R.115 - Br. TIP No.: County(ies): Surry Page 1 of 1 General Project Information WBS Element: 17BP.11.R.115 - Br.850019 TIP Number: Project Type: Brid e Replacement Date: 7/10/2015 NCDOT Contact: Marc Shown Contractor I Designer: STV/Ralph Whitehead Associates, Inc. Address: 1020 Birch Ridge Drive Address: g00 West Trade Street, Ste. 715 Raleigh, NC 27610 Charlotte, NC 28202 Phone: 919 707 6751 Phone: 704 3721885 Email: Email: Edward.Vance stvinc.com Cit /Town: Mountain Creek Count ies : Sur River Basin s: Yadkin-Pee Dee CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Length lin. miles or feet): 0.1 mile Surrounding Land Use: Rural and agricultural land Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: Two 11' lanes with 2' paved shoulders Two 10' lanes Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 2600 Year: 2025 Existin : 1300 Year: 2009 General Project Narrative: This project, SF-850019, consists of constructing a new 140' three span bridge (1 @35', 1@70', 1@35'), 30' out-to-out width which will replace the existing 128' three span bridge (Description of Minimization of Water (1@42'-9", 1@42'-6", 1@42'-9"). The project is located near Mountain Park, NC on SR-1307 which is classified as a minor collector road. The surrounding area is rural Quality Impacts) residential and agricultural land. The drainage area for South Fork Mitchell River at this crossing is approximately 21.3 square miles. The project drainage system consists of drop inlets and pipes that drain to toe of slope. Riprap aprons are located at the end of each pipe outfall. The proposed deck drains will not discharge directly over open water. Waterbod Information Surface Water Body (1): South Fork Mitchell River NCDWR Stream Index No.: 12-62-13 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: Other Stream Classification: None Impairments: mercu H Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? 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) See Sheet � A For I ndex of Sheets See Sheet � B For Standard Symboloqy Sheet BEGI1� PR OJECT I7BP.11.R.11 S -L- STA. ll + 10.00 -� TO US HIGHWAY 21 THIS PROJECT IS 11tOT WITHI11l A MU11lICIPAL BOU11lDARY. CLEARI11lG 011t THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. �� '� �� \ <<��'� �� . ,1,��`� � ��II ��I � �� I�� LOCA T1011t: BRIDGE #019 O T�ER SO UTH FORI� MITCHELL RIT�ER 01� SR 1307 (MO U11tTAI1� PARI� ROAD) TYPE OF WORI�: GRADII�G, PA VI1�G, DRAII�A GE, £� STR UCT URE S URFA CE WA TER IMI'A CTS PERMIT BEGIN BRIDGE —L— STA. 12 + 92 .00 SITE 1 �W i O� �w �_ O� N � �� END BRIDGE � `� �� -L- STA. 14 + 32 .00 \ � � � � i � 1 �� / � / �� — —L— SR 1307 (MOUNTAIN PARK ROAD) �� E1�D PROJECT I7BP.II.R.11S -L- STA. I S+ 85. 00 TO SR 1301 � Permit Drawing Sh eet � of 6 ][�][$lEl[a�I�'][�1�TA][$� ][�]LsA�1vT� �� l�T��I�]�lle]E�]E ]�]LeA�l�T � �� N�� SMITH—ROWE, LLC ST� T 100 STV Engineers, Inc. �� 900 West Trade St., Suite 715 �CI'�t/i cnarlot�e, Nc 282c2 NC License Number F-0991 GRAPHIC SCALES DESIG11l DATA PRO ECT LE11lGTH PLA1�S PREPARED FOR THE 1VCDOT BY: HYDRAULICS J STV E1�1GI11tEERS, I1�C. E11tGI11lEER 900 West Trade St., Ste. 7I5, Charlotte NC, 28202 20 10 0 20 40 ADT 2013 = 1,3�� LE11tGTH OF ROADWAY PROJECT I7BP.II.R.11S = 0.063 MILES NC License 1Vumber F-0991 �� o� �oap�y �� ADT 2035 = N�/� 2012 STANDARD SPECIFICATIONS Q@ �o PLANS LE11tGTH OF STRUCTURE PROJECT I7BP.II.R.11S = 0.027 MILES � �� D HV = N/A P.E. � � 20 10 0 20 40 TOTAL LE11tGTH OF PROJECT 17BP.II.R.11S = 0.090 MILES SIGNATURE: � g D= N/A RIGHT OF WAY DATE: BRIAN K. LUSK, PE ROADWAY �'� a T = 6% AP RI L 15 � 2 O� 4 PROJECT ENGINEER DESIG11t ��p o OQ�� PROFILE (HORIZONTAL) E1VGI1VEER °� �� p�� V = 40 MPH 4 2 0 4 8 NCDOT CONTACT: CHRISTY HUFF, P.E. LETTIIIIG DATE: MAAMOON K. ABDELAZIZ FUNC. CLASSIFICATION: APRIL 15, 2014 PROJECT DESIGNER LOCAL Transportation Program Management Unit PROFILE (VERTICAL) PE SIGNATURE: LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT� TEMPORARY 0.01 27 SW IMPACTS ---- � -�--�,-�.�,:-.�:. w 0 o -�— EXISTING R/W PER ABSTRACT ..�- �.-�� f �r �u- -,�- �,� : : u - - - - 1,126 1,122 �--- � � �/ / / i / / �� 3 I O � �P IA JON GROVER SAYLOR DB 580 PG 942 SEE FIGURE- SITE 1 O ._ -- + '_ -- -_ -----F ----------F --- —L — MOUNTAIN PARK ROAD _ (SR 1307� � - --- - � � \ \ �� \� F---------- - — - — - - — _. - �. ., �. - - ., „ - - ,—,�i�\-.n.; - _ - - - - '-�--�'- = '-' - - �- - - -. -- -' 2A PHILLIP R. HARRIS AND WIFE, PHYLLIS Y. HARRIS DB 1341 PG 347 F � � 1,118 --____ (—)0.3000% _ l+)0.6500�----------------- --- �' EXIST (—)0.5329% � � LOW POINT � ' EXISTING GROUND i STA //+20a74 � � �'� 1,114 ', ELEV = ll17.90' � �, i � i ----- ---- — - i _ � � �� i i i � � � i � i � i i i � � ��0 � � ii ii i i i ii i ii i i ii � i i i i _ � cn � i i � i i i L � 1,106 '� � � ' ; ' ' � � � � � � � � � � � � 3 � i � , o � � � � �� 1,102 � � ,� ii ii i i i ii i ii i i ii �; i i i i i � � � � � � � � L � � i i i i i i � i i i i W� 1,098 ' ' ' ' ' ' ' � � � � � � � � � � �� W ; � �� I I I I � 1,094 � �� 'I � � � O �� C�J L 3 \� � �� N � 11 �� o� ITE 1 .,f \ I \�� \ �\ � —__� --�. � _.__.. I 'J \ •\ � � ` 3A . � \�� \�� EDWIN R. HARRIS AND WIFE, SMITH—ROWE, LLC � � ROBIN B. HARRIS � � DB 1444 PG 472 � � � � �� CT� T STV Engineers, Inc. �\ �� 1� �� 900 West Trade St., Suite 7"15 � � ECl'/l'/Ji Charlot�te, NC 28202 �� NC License Number F-0991 � �v F` \\� �� c� , � �` � c F�� E � \\\\ �� \� F � C � o \\\ � F � � , /� F � �l . � / \ F �\`� \\� � �/ \ � i R � F ' � � W . � i �� _ � \�\ � � � �—�- — — - � i / -- — ----�.�_��_ — � PROJECT REFERENCE NO. SHEET NO. l7BP.11.R.11S 4 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �1V `L��JC'"�� lC'"��1.V � �9� N�`IC b7�]E 1F�]E3 % W AC�v��7Cd�N ]�]E� � ]�� N � �� l�l�� N� 0 � � BRIDGE #8500/9 I �i �/ �� EXISTING R/W - - - - � PER ABSTRACT _ . - --.-- — — _ . .. -- - -- -- I � W 0 I o I ~ I l I \ 1 � 1 , \ � � �- - -� �� . � � , - � � � � -- a.--�--�- � nU I °/ ----�+)0.6500°0 (+)�•� ��"° � -� � EXISTo BRIDGE I T 0 BE REMOV ED ' �� I I : i i i i i i; I : :I : : � : I �� .� 1 : / � � - � ,' � �� \ ; � l �, i i i i i i � ; i \ 9 _ I i / �� - . 1 � - � i i , � � \ - , 1 / \ - / 1 -- - I 1 \ --- � / L��__ /��y _ �� _ � � �� T _ � T — � // / - ��- - -- - 0 - -- - � -- -- .. -- - - - -- -- - -- � -- -- -- � _� ____---- F �� _ __� - -F - -�� - - - 4A CLAY ROYAL AND WIFE, JUANITA M. ROYAL DB 362 PG 683 4 0' 0' Permit Drawing Sh eet 2 of 6 GRAPHIC SCALE � � 4 0' Pl — 15+24.00 � � � � EL = l,123.26' � —� VC = 20' ' K= 52 �- � ; _ ___--- 1,126 DS= 40 MPH � — — (+)2.9146°0 � (+)2.4146_°— FXIST �' ��,��; �+)27991�°_ _— _— ._ _— _— 12 13 14 15 16 1,122 1,118 1,114 1,106 I 1,102 1,098 1,094 � � � LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) TEMPORARY 0.01 27 SW IMPACTS ---- _. r,--�,-�.r,:-.n._:, � �-----.. .- -- --� EXISTING R/W PER ABSTRACT _ __ _ . . _, - �'t . -.T�-t 1.�� f �r �u- -,�- �,� : : u - - - - 1,126 1,122 �� Qr� I VJ �P� IA JON GROVER SAYLOR DB 580 PG 942 SEE FIGURE SITE 1 O ._ -- _ -- . -- R + .- -- F �----------F -------------- � � / / // _----------- _----_--------- _-,_i � �--- --==--=-=_-----__ _ / T- � - - ~ —L — � MOUNTAIN PARK ROAD (SR 1307� �- -- -� -- -- -- � � --- � - - — -- — --- -- - - - � --- — — - - - - -- -- -- - __ � ------------------------ i � � �� ==---_— — l �� i — — — � — — ------- _—_ -- � �\ - ------ _ _� F----------.--- - - - -- -- — — — -- -- -- - - - -- ; ;..r2.; ;J--�; ;J--L; ;>-�n - - ;J--L; ;.T-�; ;J—�., ,J--�, ,J--�., F _. -- -- -- - -- -'-�--`�-='�- `�-- -. -- -' 2A PHILLIP R. HARRIS AND WIFE, PHYLLIS Y. HARRIS DB 1341 PG 347 � , , , , , , � � 1,118 --____ (—)0.3000% _ l+)0.6500�----------------- --- �' EXIST (—)0.5329% � � LOW POINT � ' EXISTING GROUND i STA //+20a74 � � �'� 1,114 ', ELEV = ll17.90' � �, i � i ----- ---- — - i _ � � �� i i i � � � i � i ' I I I � � �� _ � � � , , � � � � � � 1,106 '� � � ' ; ' ' � � � � � � � � � � � � 3 � i � , o � � � � �� 1,102 � � ,� ii ii i i i ii i ii i i ii �; i i i i i � � � � � � � � L � � i i i i i i � i i i i W� 1,098 ' ' ' ' ' ' ' � � � � � � � � � � �� W ; � �� I I I I � 1,094 � �� 'I � � � O �� C�J L 3 \� � �� N � 11 �� o� ��'-:`J._ TDE� T�F — —�� -- --� � ��\ � , �°) n I ITE 1 'J �' , �, , , �, � ,��,� � i!- i � i � C .,f \ I \\� �� \ �\ � �__� --�. � .__.. I \ �� ` 3A • � i �� i� �' % � �� i;;��, �� EDWIN R. HARRIS AND WIFE, SMITH—ROWE, LLC ' i i�� r � � � ROBIN B. HARRIS � � ' � ' � � � " DB 1444 PG 472 ; � ; �' 1 � � � � � �,�� STV Engineers, Inc. � �� 100 900 West Trade St., Suite 7"15 � � � � � � � � � ECl'/l'/Ji Charlot�te, NC 28202 �� '�� NC License Number F-0991 \ � \ � � V � �` V '` ` cv F` � � F ' �� `', \� �� ,\ , � ` ` � ��\ \ C � � . � Fj� �� E \\\\ \� \� F � C � O \\\ � F � � , /� F `v �I . � / \ F �\`� \\� � �/ \ � i R � F ' � � � \ i�� \ / �' \ ��-- - __ ____ -- ' _ `__` � —� _��--�— � i � � � ��. j -- - � - -- i U`. � -- - -- � - - - - � �- - � � I � I � I l I \ 1 � 1 , \ � �----_. � \ - -� �� . � �_ ( +)0.6500 °o (+)27991�° PROJECT REFERENCE NO. SHEET NO. l7BP.11.R.11S 4A R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �1V `1�� 1V � d9� N�'IC b7�]E 1F�1E3 % ti!' AC�v��7Cd�N ]�� N � �� 1�� N� o BRIDGE #8500/9 �O �, ,, --_ l , � , _______ ________ EXISTING R/W PER ABSTRACT w � 0 0 0 � � �� T - F � -� _ __ - — �� / � --- ___ __---_ -_' ,�� --- / /� _� F _____________� _--, �, � � O r E � -- - _ . _. - -- -- - �- -� - - -- .. .. .. � ��J � _ ... .._ .. - _ . ---_— --- F � __ _ _ -- _ _ � _ ^, _,,\ ��-__, \�----------------- -F �1 — -- � \\'�� _--__ __=_--1116 ---- ; , � -- ,_ ---____ --- 111� ___--- - - 3� �� % � i ; ------- _ _---_ 1114 ---- � �i� � i i �,, i � i i,� � � i i i � -----____ --- 111 � i i i � i i ii� � � i � � � --� � . i �', i i i i � � ��iii�� =.i i i � �,',�,�� ' i� i i i i i i�iiii�� , i i i �, ��i i i; i i� i�ii�� i i i i;�� iii � i � i � i�� ',i � , � � i i 4A CLAY ROYAL AND WIFE, 4 O� O� 4 O� JUANITA M. ROYAL • D6362PG683 Permit Drawing Sh eet 3 of 6 GRAPHIC SCALE — Pl = 15+24.00 � � '� � EL = l,123.26' � VC = 20' ' —� —� � � � � � K= 52 �- � _ � __--�� 1,126 ' DS= 40 MPH � � � � �+)2.4146_�_ IST (+)2.9�46`0 FX �' ��,��; �+)27991�°_ _— _— _— _— -- - 12 13 14 15 16 1,122 1,118 1,114 1,106 I 1,102 1,098 1,094 LEGEND �DENOTES TEMPORARY IMPACTS IN SURfACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) TEMPORARY 0.01 27 SW IMPACTS �-� °� '' JON GROVER SAYLOR DB 580 PG 942 ON � u � � / � � �, � TEMPORARY IMPACTS � IN SURFACE WATER 5 � / ��i /� � � � �;; ,,',, I PHILLIP R. HARRIS AND WIFE, PHYLLIS Y. HARRIS V% DB 1341 PG 347 � . - � " \ , , , � � �� Permit Drawing Sheet 4 of s -L- A/N PARK fSR 1307) C� / � L c/i O � �3�,'' � EDMIN R. NARRIS ANNNppp MIFE, ROBIN B. HAR�IS DB 1444 PG q72 � / �-� F _ - TE PORARY IMPACTS // �\ I SURFACE WATER � / � � �L � �_. i i / q��, CLAY ROYAL AND WIFE, y JUANITA M. ROYAL DB 362 PG 683 r DIVISI( � SU: 20' 0' 20' GRAPHIC SCALE WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill ln Fill in 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) 1 -L- 12+g2 to 14+32 140' - Three Span 0.01 27 Cored Slab Brid e TOTALS: 0.01 27 Revised 3/31I05 �> �� - � , ,a�� » „ � � $ > � � x ��' � �' �' ��, "�'�-�%�' .�,� �� s �` � � � A y ,�, .; f � 4�¢tT' 4j4ry }�� Y . ar H �� . `f%� A i�.3fer ' � a' _ 6 ' �� - - .. . . .... •• qy�.�....n . F� � � _ _ � ...�� ,�C`�a, - . _ . , .. l.' .:` . . . . �� ,. . .' . . . -. i:�� - _ �.., .� - � . . . � �;s..K _'-� � '. , . .- . . .. .-_ _ . .. � , �� - � - . , ' � ,: . / ` .- . . _ , > v.;,�: ` i � � _ _ � pf J°.+"��/-�r y ix+�E A� . : . . �yY „£'Vi J'F<�'IpS Zi' r ?rT � �..4� �.�� /. /� �� "�� r5i s �`' � "''� . " r�a` s'- . . � . , �� t. � , ..�+r�: . _ � .,.. �. � . . � r o.u......_... .^ . �ile�-... ��n..p��.._,.. �I • �� _..�� y� � � . A � � X :h � � � L j.,�'/ MF _ . M . 4''''"3 � ; •f � R� . _. �. _ �4 '�` � �'- z� � � � �� 5� .8 �� >. �f� . ` 8 Y Y {'v� A dc �" �� r .. �. � i _ .,. k"�n;�.'w, �c,� "� .. e. ""�' `� ;�� '� .� �� '. �� zF . � > �'��IIIl� �l % ..j `�.�A.� i�K h`{ i Y s� � 1 ♦ \`-. Jn " . �� K�tM.'� i �. X 't' � ic' � _ �� - ` �� ` �� [. / � � �_� tl' n "k t ".. � l ��. r � �., ��:. � ,l ' `� ��r.._ . � ��-� /" �. � - -� .. ' ��' .! r 3 � 3 < � - �� , . . � • �� k r r � , ..� Y� ' � � � . .. V V 1-� )R' � `, � _ !r. s _ i b�'�y / .. 1 ._ x 6 �p t . ) � �� .,� k. ��l � . X ��. , �, r � �, �, � � ,�� ;, ��< r: ,,, ,r�, �� .�- , � � � <:,k .r > y � , `` , ",' ` � " � �.,�� -„ � ; ` ,.�, �� .�� '`' dt,,,� Y' sF� �� 4 i� h r.� ktB r 1+,`` . � � - £ �' � "" � � , �j � i , `f,�'j'.. r �'I,N' {x, 1 �' � ' /`� `� .�� `'4 i ��' ' .« "'�` fyy. t � ;` �� F * . . _` M r . � l�j�'�n'�4� ��Jvs[' �"� ,._. � . �� ,� �,� 7� �y� �a<_�i a "V� : n '..�1 yS �� f%d'6`A t lRi�1 \ {% r . � . �x ... ._,(4mh . .. ,� �, � 1'-`i .. S: r �"� �:i •6 p e � t� f' .� '�..{.•