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HomeMy WebLinkAbout20160245 Ver 1_401 Application_20160309Carpenter,Kristi From: Wanucha, Dave Sent: Wednesday, March 09, 2016 3:56 PM To: Carpenter,Kristi Subject: FW: Surry #202 LIBR Application Attachments: SF850202_Hyd_Permit Drawings.pdf; Surry #202 Attachment G.pdf; 850202 Archaeology Effects.pdf; 850202 Historic NoSurveyReq.pdf; DSCO2050.JPG; DSCO2051.JPG; DSCO2052.JPG; DSCO2053.JPG Hi Kristi, Did not see you cc'd on this. Dave Wanucha Division of Water Resources Transportation Permitting Unit NC Department of Environmental Quality 336-776-9703 office 336-403-5655 mobile Dave.Wanucha@ncdenr.gov NC DEQ Winston Salem Regional Office 450 West Hanes Mill Road, Suite 300 Winston Salem, NC 27105 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Slaughter, Johnathan H Sent: Wednesday, March 09, 2016 11:31 AM To: Kichefski, Steven L SAW <Steven.L.Kichefski@usace.army.mil> Cc: Wanucha, Dave <dave.wanucha@ncdenr.gov>; Whitaker, Brandon W<bwhitaker@ncdot.gov>; Huff, Christy <chuff@ncdot.gov>; Griscom, Jason <Jason.Griscom@stvinc.com>; Souther, Zachary S<zssouther@ncdot.gov>; Guynn, Jami C<jcguynn@ncdot.gov>; Johnson, Mark G<mgjohnson4@ncdot.gov> Subject: Surry #202 LIBR Application Steve, See attached LIBR application for Surry Bridge #202. We've got 32' of bank stabilization and 20' dewatering. I do not expect any tree cutting. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Attachment G: l.ow/Minimal Irnpact Bridge Proj�ect C�ata She�t 1 TIP NC� 2 V!/B� Element No. � 7B1P.'1'� .R.'t'� 5 3 County Surry 4 �ridge Number 202 Replace Brg # 202 over UT � Description �o Fisher River 6 Basin Yadkin 7 Classification ws-ii; Tr; Hctw 8 Stream SI N 12-63-( 2 j 9 iype Inland 10 5ize 1.0' 1.1 Type BRIDGE 1.2 Existing Structure Size 50' x 24' 13 Suff. Rating 26.3 �`� Propased Structure Type BRIDGE 15 Size 70' x 27' 16 USACE (�F) 32' (Perm.) 20' (Temp.) 1� Stream NGDWQ Impacts (LF) 32' (Perrn.) 20' (Temp.) 18 U�AGE impacts (AC) N/A 39 Wetlands Non 404 impacts (AC) N/A 20 CANIA Impacts (SF) NJA 21 NC DWQ Buffers tmpacts (SF) NJA 22 Buffer Applicaton Required {Y/N) No 23 State Stc,rmwater Permit Required (Y/N) No Habitat Yes- Schweintz's Sunflower 24 T&E & Smafl Whorled Pogonia 25 Species Present None 26 Bio Canclusion No Effect 27 Maratorium Type No 28 Dates N/A 29 Native/Hatchery N/A �� Trout Waters Trout Species Present None 31 Trou# Conditions (Y/N) N 32 WRC Reviewer MJ Chambers 33 CAMA AECs N/A 34 Essential Fish Nabitat No 35 Nav. Opening N f A 36 USCG Permit No 37 Historic Prvperties No 38 Archaeological Resources No 39 Tribal Lands No 40 4(f) Resources No 41 6(f) [LWCF] Resources No 42 Wild and Scenic River No 43 Federal Lands No 44 TVA Area N o �45 FEMA Buyout N/A 46 FEMA Flood Study Limited Detailed 47 USTs Haz Mats N o 48 Relocatees No 49 LAT 36.5�305 Location 5a LONG -$C?,84781 51 Project Commen#s �ompleted by: Brian N. Elam, PE Date: 3/1/2416 Lead Engineer � at+�: ivision Enviro ental Offi�er , ����� ���,4�y North Carolina Department of Transportation SG[�Y�11W2tPr . I � ,,.,.,,.,, Highway Stormwater Program ��.� STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.11.R.115 TIP No.: SF-850202 County(ies): Surry Page 1 of 1 General Project Information WBS Element: 17BP.11.R.115 TIP Number: SF-850202 Project Type: Bridge Replacement Date: 5/20/2015 NCDOT Contact: Marc Shown, PE Contractor I Designer: Sungate Design Group Address: Hydraulics Unit Address: g15 Jones Franklin Road 1590 Mail Service Center Raleigh, NC 27606 Ralei h, NC 27699-1590 Phone: 919 707-6751 Phone: 919 859-2243 Email: mshown ncdot. ov Email: belam sun atedesi n.com Cit ITown: Low Ga Count ies): Sur River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.07 Miles Surroundin Land Use: Rural Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 02 ac. 02 ac. Typical Cross Section Description: Paved 10' lanes with 3' grassed shoulder section Paved 9' lanes with 4' grassed shoulder section Annual Avg Daily Traffic (veh/hr/day): Design/Future: N/A Year: N/A Existin : 590 Year: 2011 General Project Narrative: SF-850202 is a bridge replacement project that involves removing Surry County bridge #202, on SR 1338 (Hidden Valley Rd.) over Camp Branch, and replacing with a (Description of Minimization of Water 1@67.75, 24" cored slab bridge with 4' end bent caps. The existing bridge is 1@ 50' steel I-beam with concrete deck with vertical timber abutments. Deck drains on the Quality Impacts) proposed structure will not be discharged over open water, reducing stream pullution associated with roadway runoff, and deck drain dissipator pads will be used to reduce erosion. Additional measures implemented to reduce impacts to the stream and surrounding properties include, maintaining exsting drainge patterns, using 2:1 fill slopes and discharging stormwater runoff as far away from the stream as is practicable. Further, rip rap is used at drainage outlets to dissipate energy and reduce erosion. Waterbody Information Surface Water Body (1): Camp Branch NCDWR Stream Index No.: N/A NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II) Supplemental Classification: Trout Waters (Tr) (HQW) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A 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) w � A BEGI1� PROJECT 17BP.I1.R.115 -L- STA.12 + 30.00 � TO W PI1�lE ST (1VC 89) THIS PROJECT IS 1VOT WITHll�i A MU11tICIPAL BOUIVDARY. CLEARII�G 0111 THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. ������ �� � ��� ��� ����� �� ����� � ��������� LOCATI411t: BRIDGE #8�0202 OVER CAMP BRAI�CH 011 t SR 1338 (HIDDEII t T�ALLE Y R OAD) TYPE OF WORI�: GRADII�G, PA VI1�G, DRAII�AGE, � STR UCTURE WETLAN D AN D SU RFACE WATER IMPACTS PERMIT / —L— SR 1338 (HIDDEN VALLEY ROAD) BEGIN BRIDGE -L- STA. 13 + 84.00 END BRIDGE —L— STA. 14 + 54.00 vI l E1�D PROJECT I7BP.II.R.I15 -L- STA.16 + I0.00 TO BLEVI11tS STORE RD. � (SR 1338) ����������� ����� IIbICD N��[' A7�]E ��� C�I�S'�"1f�4TC'll"][((DN 0 � SMITH-RO WE, LLC ��IC�� J����Il� �Il��I���1� �����Il�i���9 ��c�o 900 West Trade St., Ste. 715 Charl�tte, NC 28202 NC I.icen>,� NurnbFr F-09G1 GRAPHIC SCALES DESIGI� DATA PRO ECT LEI�GTH PLAIVS PREPARED Fox THE 11�CDOT BY: HYDRAULICS J STV/RALPH WHITEHEAD ASSOCIATES, I1�C. E�GI11iEER 900 West Trade St., Ste. 715, Charlotte 1VC, 28202 20 10 0 20 40 ADT 2014 = 590 LEIVGTH OF ROADWAY PROJECT 17BP.1I.R.115 = 0.059 MILES 1VC License Number F-0991 �� �� I�OQpyy �qo V = �J O M P H 2O12 STANDARD SPECIFICATIONS Q`` �o PLANS a* LE11lGTH OF STRUCTURE PROJECT 17BP.11.R.115 = 0.013 MILES o �a T = 6 �0 P.E. � � 20 10 0 20 40 TOTAL LE11lGTH OF PROJECT 17BP.11.R.115 = 0.072 MILES SIGNATURE: � o RIGHT OF WAY DATE: BRIAN K. LUSK, PE ROADWAY �' � A P R I L 15 � 2 O � 4 PROJECT ENGINEER DESIGIV ���� o OQ�� PROFILE (HORIZONTAL) E11lGI1VEER °'� ��p��� 4 2 0 4 g * TTST = 3% DUAL = 3% NCDOT CONTACT: VIRGINIA MABRY LETTIIITG DATE: PATRICK A. LIVINGSTON, EI ,— FUNC. C�SSIFICATION: APRIL 15� ZO�4 I'ROJECT DESIGNER LOCAL RURAL Priority Projects Unit PROFILE (VERTICAL) P.E. SIGNATURE: � � � � � � � Q r PROJECT REFERENCE NO. SHEET NO. � DENOTES TEMPORARY �� ���' RIP RAP '`" ! � TEMPORARY IMPACTS o l7BPe��.R.��S 4 BANK STABILIZATION � p IMPACTS IN SURFACE WATER SEE DETAIL #5 � ; � � �N SURFACE WATER RIP RAP AT EMBAN ME� � � I � SMITH—ROWE, LLC ILW SHEET NO. SEE DE AIL #�3 + � LOW WIR I � ROADNGIN DERSIGN ENGINEERS E '9 � d �� °�' E�EVo=1275080' � � � �i � IE STD. 'V' DITCH � /� � v � � � � ���� ��1��� ��Il�����1� ����C�Il�1���9 �ll�C�o � � SEE DETAIL #6 � � � c� � � 900 West Trade St., Ste. 715 - � i LEONARD H. SMITH AND � � � I � cnariotte, Nc ��202 ��7������ � ����� � S O L ER B GUTTER NC �icensE Number F-0991 , � MARY W. SMITH i �i � �� :��� �r�� ��� �w �c�up�d���N �� i DB 911 PG 85 E �/ �/, F� M Sl�. +65 TO , OJ � i � � i i � STA. �� 8-L- LT J i � �� i�(„� i Cr� I � o CL '�B' IP RA� i � E ___-- �,/ i i , j \ EST. ON 2E i� � SPEC. LAT. 'V' DITCH — — — — � � / � � � , i m EST. � SY GF ; � SEE DETAIL #2 �' � _ — — — � / �' ' � j� PILGRIM PROPERTIES, LLC i � � — — � � � �s: �' � � � DB 1395 PG 422 �o i l / � ��� �� i - , i � � � � � TOE PROTECTION � i o � // /� ����, �� � � � � _ / CL'B'RIP RAP � �� � i / � � � � � i - SEE DETAIL #4 ° _ % � , , `�� / � � _ pRWY I _ _ � � , , � BRIDGE #850202 , , / , _ _ � � �� �P ,� � ��� i % � � _ � 7 \ / � � EXISTING R/W � 7/ �� ��� � � i I i�l�„ ,_ )���r P 1_,+� E E E �� ; PER ABSTRACT ,� ' � ��' � � ' �� E o RETAIN � / � � �F ' � i� F �, F���� � � a . „ ----- � � ,� �'"� W WIRE �' 1 �.I,�� � --- ---------------- � 15,� N 64 4/ 36.6 E �� �r ���' E�,E =1277069, CMP � GRAU 350 TL-3 �� /�o � GRAU 350 TL-3 , � � � � � � � � �� FIBER OPTIC _ _ — — F � �/ o / P C �� ��`�i� AERIAL �_ � — — � FIBER OPTIC � � _,_�. ., � 1 —_—� \ — . . � 0 � , � � , �,� „�� -� �i � � � � � SR 1338 HIDDEN VALLEY RDo SR 1338 HIDDEN VALLEY RDo � � N �► N ��-v� N N N � � l8' BST o � o 0 0 \ o o �'��-� �S 48° 3' .9" E o � �HIDDEN VALLEY ROAD� � � � � o � N � N � s.��� oE �Ra,iN �n �5�� RCP-iv SR 1338 N W o l8' BST �-�— TO W, PINE STo (NC 89) � � N ��� DIS IP R PADS N � 0 � TO BLEVINS STORE RD, (SR 1338J � W � ���� �� E ETAIL #1 O � L � � a ;�� TB�2G1 � / / � � � �' � � ` - TYPE-III � / —/ � � _ — F ���� GRAU 350 TL-3 �� �`��-�� ; � �� GRAU 350 TL-3 _ �— F — — — — '– --------- ------ �� �_��: �' ��� � iMPERvious F � – � – �, ----F 1 S 63°33' 30.6"W E�F E E —I- DIKE E i i Fj � /� /� PERSAIBSTRACT CL 'll' RIP RAP ' LOW WIRE � SHOULDER BERM GUTTER � EST. 50 TONS � E�EVe=1272e16' i FR�OM STA. 14+65 O ��/ // / /F EST. 105 SY GF � — _ i / � ST14. 14 + 78 -L- RT j��— / � -' ' � -pRWY2- � / � � � �� i � � , � � � � � � ' � -� � PERMIT DRAWI NG DETAIL #1 �� TEMPORARY IMPACTS � i' __��F DECK DRAIN DISSIPATOR PAD CL 'll' RIP RAP IN SURFACE WATER /f/ �/ � ( Not to Scale) BANK STABILIZATION � �, � E S H E ET 2 O F � SEE DETAIL #5 � � � � ' � � IE RETAIN EXISTING `� � i /� � / / CONC. FOOTING � i / � � �� � � / � LEONARD H. SMITH AND DISSIPATOR P�AN ��EW a.o- DETAIL #2 DETAIL #3 �° // DETAIL #5 DETAIL #6 PAD DETAI L#4 � ✓� � MDB Y91 PG 815H SPECIAL LATERAL 'V' DITCH TOE PROTECTION BANK STABILIZATION RIP RAP AT EMBANKMENT � � i �� STANDARD 'V' DITCH *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAWS Not to Scale �y � /� I / ( Not to Scale) Not to Scale ( Not to Scale) ( � ( Not to Scale) � �/ �// ( ) i GROUND 10'min.-� ,�et y � `� �I / � ( Natural I�— L��I ;, t Ditch o��\o e � I� I � 2.Oft Gao�nd �- 1 Ground Natural � ,L.1 �et Fill Grade 1.0'min• 1 � 1.5ft Natural .L•1 ��S\o� � � \ � II - - - - - - - - - - - � � Ground ?.� D ��a< Slope � Ground � F \� � � ? � � � GEOTEXTILE � •�� �d � � GEOTEXTILE Min. D=1.0 Ft. PROFILE VIEW r GEOTEXTILE d=1.0 Ft. � E L= 9ft I b=1.0 Ft. Geotextile a � LCi � T e of Liner= 2 TONS CL B Ri Ra Min. 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SHEET NO. � D E N O T E S T E M P O RA RY ��� �� � � %�� � I��'� � i�ePeii.R.iiS 4 � c� 'ii' RiP RAP � TEMPORARY IMPACTS � BANK SEE DETAIL��#5 �� i � � p IMPACTS IN SURFACE WATER �;;' �;� I', � iN suRFACE wATER SMITH—ROWE, LLC ,�, SHEET No. RIP RAP AT EMBAN ME� �' '" � � II�-�� � � � ROADWAY DESIGN HYDRAULICS SEE D�AIL #�3��� �' �� I �, � i��{���; LOW WIRE '�� ENGINEER ENGINEER d � � I ;� � i� � Ii�E � E V o- I 2 7 5 0 8 0' � �`�`� / 1����� �I1�Il�����,�1 ����c�Il����9 ��c�o � i � � � � � � �� � STD. 'V' DITCH �� �i � � �I �l � u� ' / � / � ,' SEE DETAIL #6 � � I � I �� � � �� c�j , �� � �� 900 West Trade St., Ste. 715 ��ti i ' / � � ' � / Z / ���' Charlo�t�te, NC 28202 !� / ', � � �� � � � LEONAR�i H. SMiTH AND � � � \ � � � s b � ER,�,�g c'��urrER � , ` — Nc u��n5� Nur�,her F-og��� �N��1�II�]LIE IE II�I[��l�S ���i r � � � �� �' MA,�ZY W. SMITH % � /� � ��� \ `� ���Ff� Mi Sl�. '��� 65 TO i � � �� �;�� ��� ��� ow ���u������N , ,/ i ' � ,% m �� �B 911 PG 85 / i � , . 8 -�- �T ' � `�� �I � : °� � > � � � ,- � � � . �� 7 ' � � � E _ _ — — � , �% �s �e � � %� ' � '� � � CL '�B' � IP RA� � �, au�� ��� � _ /� / / J 4 JI / / - _ � � / �' � / EST. ON ' � �� / � � � � � �i , � � / ___— / , � � 2E V � �aN�� � � � � � SPEC. LAT. 'V' DITCH � _ _ — — — _ _ � � j �f � i � � ; � � � r�t� EST. � SY GF � � �� � � _ — ��% � � � ` �'�\ % �, � / � � � � SEE DETAIL #2 _� _ � / � ' / � � PILGRIM PROPERTIES, LL� ,A � � , � � � � � � � � - - � � �.� ��,. /� ' ` DB 1395 PG 422 � ��� � � / � �, i �% � � � � � � � � � � i _ � ; � TOE PRO�ECTION � � ���` � i_ , . � � � � ��� � � / ��/ ���� � � �, i � / / �`� �� � � ; � � - - / GL'B'RIP RAP i � � �� �� �_,, � o , _ �, I, � � ,� � Y � -,: _ � � � ; _ � i <� ; , � , , - � sEE oETA � #4 �� ; ``� V` - -- -- __ - BRIDGE 850202 ��.�—,- � I � � � — RW � — - � �� � � � ' � , � � � — D � � / i � � �� � � � � � � i � i � / ��� � � - � > �I I � - � , I� o - , � � i � � � � r � � / � ' � � � � \ ..,, � � �� � / � � , , � � � / _ — - ,� - � �� � � , � — ___ � _ � � � , / , � � , -�zs�.�, — EXI TING R/W � � � < �-� � � � "` ' � `� - � ) ��I' ' E E E � i � _ � "� �: � � � , � / � P E R W B S T R A C T '-" i , E � � � / / �� --- ---- , ' � �� � � ���, �r , ---- _-- - -- - � \ � - �z6���� _ R�AI N __ i ��_ - -_- � ----- ----- - _ - F _ � 1 , II � � - - u- � � — — -------- ,--_-- � - �_ ------ -- - -- ' - --- � `i - T u -- I �����;r � ., � _ - / �.t �. � ' � ,_ _ / _ , � - — � N �4 4/ ��.6-�- � — �� _ , % � WtRE . .. - _ - _� � _ - . -- - '� � - - -��� � � � �; � =�� � � � � � - - -� - - � � ��E � =1277069' `� - - - - -` - - � 5 �MP -- � !�/ ' � - - l- � + - o - - � - _ - - - � - - - - - - -- - - - „c /� -- -- - � — � -GRf�ti '350 TL- - - - � £�' — — —F�B-�5�� -�P-�-I-C— — � � --- --- �� � - —._ � - ,_ � ,. -- -- -- — -- �:,, �. --- — - - -� ,,-� -- . � ; � � � - - - _ � _ _ _ � � �` , ���x � -�,�'� � �_ FIBER OPTI � - - - ti:� ' ; � � t1-�58-T�-3 �' � , � - - ���'� � � � - �._; - ���Y�F 1n �, A,ERIAL ��'�� �� -- -- , � ; --- _ - F � , ���� �` � — � -- ---- - _ �� � �. � - -- --- � � -- - - - - ��- -r- , � - - -- - - - -- --- � - --- � _ _- _ �p -- � - - � - ° - - - - - - --- --- - --- ` � � � � --- _ _ _ _ ---- ---- - - - _ - - - - - __ --- 0 � -� _ -H � � - - - - - � -�.,_- : - - -- _ � �_ ��� � - - -- - , �, i - � �, � � � � - - � �� � :� _ _ G� _ _ , „ ,, �� ' - - - - - �. / f � - --��_ - � � ��; � �— � - � � � � - - - �� - -- _ , � �� �°��� � � � � � � �� � / � � � o - � _ � � N �� N N � , � �� ,� ' ; , � � '�� � � � � � � � SR 1338 HIDD VALLEY RDo SR 1338 HIDDEN VALLEY RDo ,_ J; � � N N nf . l8' BST �,__ ° - � � � � --- � � _, � - � � �, �'� � /�8° 3' 9"/ � o o / � - ---- ----__ _ _— �HIDDEN VALLEY ROAD� � �� � � � ,,,i ___ ---- o _ _ -- - , . � __ � �� � � � � _ -«, � � ' �� R�, I _ , � - -- 15" RCP-IV - ` _ � � � y � � DE D I - 18�T -- TO W,PINE STo(NC 89) � _� ���� � �� � DIS IP � PAD � O � o SR 1338 _ o � � To e�EviNs sroRE Ro, rs�' r3 ��� � � � � - � � � � ��� '� � � � �' I E T L �1 � - _-- _ � , ° , � � -- - � --- -- - '" ---- -�; _� -- - - -- -- - _1_--- - - _ -- -- - ----- _ .e � _ ------ � _ _ -- -- -- - - - - - - - -- - --- -- ---- --- - ----- -- -- -- O �.� - � ��� � - � - - L�5i.�_ — _ _ .. ____ _ t�`_ _ — — . .— — _ . �' _ _ �`�-. � — 1� �.7.:s-- . - ____ _-- ___—_ __ .E. _______. ______ � I i �; i -- - - - - . . > — `( � I � � � �` / - � - — iz� m � iz5e.� - �-��r � � � �, �---- �� � s � TYPE-III � _ - � -.. -- - --- - — — — - - - _ e �� - - � ,, , _ — _ _ TB�2G1 � � �, , , . � � - - - — - , ,. � � - - -�z �«- �' � - � - - -- ---- — — — - - -- -�" � / -- � - _ - i�_.�.o--- --- - - - � — — — — —i,,� - �� ---- — , — — -- ` --- � - -- � � ; , --i�:_-------�'-� ------ / `, — — _ — — — — — — — — - - �RAtJ �`s�TL 3 _ — _ .;:.�,---- --- � � - ---- --- --- - - — � ---- -- , � --, ,— — � -- _ - - - - , ,- — —_ ___— 1��4.2�— � — — -_ __-_ , , � _ - - , _ 63 30 6 W - � ., , -- - - - PE OU — - � ,� �� � _ — - - -�-����� - ----- . � ���,� _ y _ � '�� �ti _ �e , - - - — - .�-- , � � _�� iM vi s — — — — -- � � w �T . � '��` ' ����� S 33, n �� ,� --- , , � � . -- �,� _ '�, � � — i -- � ;3.� F -- � � � � �- --- - EXISTING R/W �- , � � � -_ __ � e �, � / � , � ------ - �'�� � -- - "' \ �, DIKE �' -� / ,�__ � �, , - ---- _ — F � � - PER ABSTRAC � --� �- � , � � �� � � � I '�� �� ' T _ i / i �/ � i / �"` / CL II' RIP RAP ���_.,�� . � _ i , � / � '. � � � � _,, � � LOW WIR � �z53.� � , i ; SHOULDER BERM GUTTER �� � � EST. 50 TONS " � � ����EVe-1272�16'I � � � � � � � �� � � � � F OM STA. 14 + 65 O �� / EST. 105 SY GF I I I � � i \ � � � �zm-� — �� � � � � �� ' �' � i STA. 14 �- 78 -L- RT �� � — - � � �� � / _ � II I � �2 � �'� __ �,..�, / / N�� � �� J � ' pRWY2- � � � \ I � � , � ; � ; � �� _ � i ^ � / ��s� � 'zsz.0�� e �� �__ � \ \ � � �,, � -�-� _ � / � --_ , � / / � � ,_ � � � 1252.0 � � , Aae � ��. � A I � � ..._ / \ � ...------ -! / /----- - _ � DETAIL #1 � �` \�' � N �� �'�\ TEMPORARY IMPACTS �� i' �� - PE RMIT D 1�/`1WI N G �-- � p ✓� i ----� �_. DECK DRAIN DISSIPATOR PAD CL 'll' RIP RAP �No++o s�a�e� / BaNK sTaBi�izarioN � ���� � �==� IN SURFACE WATER � i/� �_''�����, �. � �H._. , ► •� E SH EET 3 OF 4 � SEE DETAIL #5 � � � � � � � v _ � � � � � RETAIN EXISTING �� � � � � � i I � �� � ��� � � / IE CONC. FOOTING \ � �� l �/ / � � / � �(, LEONARD H. SMITH AND \ \ � ApiP,nloR P�aN ��EW a.o- DETAIL #2 DETAIL #3 ��° `� MARY W. SM�TH � � RIP RAP AT EMBANKMENT DETAIL #�L '�s � � ,� �s � � � ��� DB 911 PG 85 BAN�K�STABILI A�ON DETAIL #6 ���� SPECIAL LATERAL V DITCH TOE PROTECTION �\ � 4°� �� �� STANDARD 'V' DITCH \ / *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAWS ( Not to Scale) ( Not to Scale) ( Not to Scale) 6 �� � �e �Z i \ /� � � / ( Not to Scale) ( Not to Scale) N`�� � � ' ��� �� ��� � � GROUND 10'min.-� � ��,�et ` � �� � i � � �� � � ,. � le— L�I �� t Ditch o�� e @� \\ � I I/� \ 2.Oft Natural �_ Natural f , S � � � Ground 1� Ground Natural � .1 � t Fill r 1.0'min. � 1.5ft Natural .�•1 � �o'P . � I � ��� � -----------� r n . �'' <'�e Gade � Ground F� ININ I � ` �N �I� 2.� p •L. � G ou d 2 � � ��O Slope b , � � � � � �`,, �, � - - � GEOTEXTILE � �•�� � � �d � � I � i � � � �I � ��� � � E GEOTEXTILE Min. D=1.0 Ft. GEOTEXTILE PROFILE VIEW � b=1.0 Ft. Geotextile I �� o��� i � � �� ��� I L{� I �= 9ft Min. D=1.0 Ft. �, �� �=' ' h ,,; ���'',� ,,, i �° � T e of Liner= 38 TONS,C� 'll' Ri Ra FROM STA. 13 + 70 TO STA. 14 + 05 -L- LT Type of Liner= 2 TONS CL B Rip-Rap Type of Liner= 5 TONS,CL 'I' Rip-Rap ; j ,', i � I � - 1 � I� I yp p p Geotextile= 5sy Geotextile=l7 s Type of Liner= Class 'B' Rip-Rap / N "' `� �� I I Geotextile = 75 s FROM STA. 10 + 20 TO STA. 11 + 00 -DRWYI- LT ' " I I I,I � I i� � FROM STA. 13 + 88 TO STA. 14 + 00 -L- RT I F ROM STA. 14 + 40 TO STA. 14 + 49 -L- LT & RT FROM STA. 14 + 05 TO STA. 14 + 15 -L- LT FROM STA. 15 + 50 TO STA. 15 + 75 -L- LT ( i, I�'�i ���',, i � � � I� I I'��� i i FROM STA. 14 + 30 TO STA. 14 + 55 -L- LT I ; �; i Il Ii II II II � - I . - L- i i ' i i , i i i i � i i i 1 2 62 . , 1 2 62 , , , �� °� � � �, — : : I � � � � � � , � � � � �� � ,� : � o : 1,258 �-�- - � _ __ , o, � _ _--- — '� 1,258 — — o a o � � � — o� — n � o � i ���� i� i � �� � � i � � � ii iii �� 12 4 : 12 4 5 5 , , � , 1,250 : : : : : 1,250 � � � � — � � � -t��tr_ ��� � � � � - � _ _ :� �� —_ � � �� � — ��� -- �� _ - - � -'I I I I 1,246 ', ^_`-'_� --' '--' � ' ! � � — _ '-'-_ �--� -_ - - -- -__� _� - - — - ; � � � : : � � 1,246 - �' _ '.�--' ' -- � i. � . � i' " i i " � -------- --- ----- ---- ----- _ � zpT i: i i � li � - � �T --. -.-_ --- �J�� i�l-- -_ - - I -_ � � --_ _ - - - = i i i i I : ff� -- -------- ---- -- -- -------- ---- -- -------- ---- I I I I I I I _ _ _ i � � � � i - - - �- _ -- . _ i i i i , i . i i 1 242 — — -- — __ __ __ -- —_— ___ _= _— —=—__ ---- --_----_— ___------_-- -- _ — — — — — — — —_ —_ — _ -- - - - — - - - - - - - — — — — 1 242 , ���� ���� � , 12 13 14 15 16 17 � � �__ � � -.__ � � i � ____ � __ � _ -- -- - � _ __ --- � � - _ I --- ----- _ I' I I I I I I � E-� A�-G ADE-_ , � �� '� ' I _-_ _ � I � �, �� � � � _ ___ , � - -- -- � - 1 _ - _ �- =����o� - _ -DRWY1- - - � _ -- -- � � � � � � � � � - -DRWY2- � , , ; - - �� . ; � _ ��-�-.�� _ � - � ��� � - - � -�- r � � � � � � - - - _ ---- - - � -_ -�, --� _____ �, , _ , --- ______ � L. � �� - �5- , � _ _ _ - �i i - - '�� --- -- , - --�- i i i -- --- i i -, - -- ----- ---- - - - - - --- — -------- --------- _ - _ � � �� �- _ _ _ _ -- _ . � � _ _ � � ' -P-1 = ll �l5 00 � : � � � �_ _ _ - - - - --------------- � Q : _ _ --,-' --- — - ----- ------____' ------ - - - -- - - - -- - - � � - __ �9��- , i : - ----- - - - - - _ , � ---- , ----- - o i � , i - _ -- --- :: ----------- ---- ---- -- - ---- , - — — - //-- - - f � , o � �7 � i • ---- — _ � , � � , , - �- --- , �, . , �� � --- _ -- -__ _ _- - - - -- - - _ �_ f �i � i�l �`�. i � ; _ , :� -_ - __ �2 - 7, ------- -- - _ - --- �`--- -_ ---- - -- — �� � �-- � � o _ — _ _ __ ___ _ � ;�. - -= - C.�- i �- _- _ - _ � _ -- ---- - - -- - - - , - - -- �� �� i � , � - , , - _ _ _ � � - --- -- - , ' i f 'TT-r--�-t i t-'-I- I�- - • -:! I ! - i � � � , , , , � , - - - - - � � - � , � � — - ---- -- � -- — i �� � .� _` - - - -- - �. � — - ------ - ---- --- ---- - --- -- ---- --- --------- -------- - ' - --------- — ------ -------- -------- - - - - - - - - - - - - - ------------- -------------- ------ - - - - . �, o _ � � -�-�— �-�-- ----�- ------�-�— �-�-- ----�- --�-�--- � --- -�---�- -----�-�---�----�---�--------�-�— �-�-- - - - --- — - -- — — -- --- - - � --- -- -- - - 1� �1 1� 11 � 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 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) (tt) (ft) (ft) 14+00 / 14+05 -L- RT Bank Stabilization < 0.01 5 10 14+11 / 14+25 -L- LT Rip Rap at Embankment < 0.01 5 14+24 / 14+47 -L- LT Bank Stablization < 0.01 27 5 TOTALS*: < 0.01 32 20 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 PtojectTrackingNo. (Inteinal Use� 13-09-0022 HISTORIC ARCHITECTURE AND LANDSCAPES NO SURVEY REQUIRED 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. 850202 County: Surry WBS No.: 17BP.11.R.83 Document PCE or MCC Type: Fed. Aid No: N/A Fun�ling: � State ❑ Federal Federal � Yes ❑ No Permit NWP3 or NWP 14 Permit s : Type(s): Proiect Description: Replace Bridge No. 850202 over Fisher Creek on SR 1338 (Hidden Valley Rd.). SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW Description of review activities, resulis, and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was undertaken on September 19, 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' from each end of the bridge. Surry County GIS/Tax information shows that the surrounding properties are under fifty years of age, as is Bridge No. 202. There are no National Register listed or eligible properties within the APE and no survey is required. If design plans change, additional review will be required. Whv the available information provides a reliable basis %r reasonablv nredictinQ that there are no unidenti�ed signi�c�nt historic �rchitectural or landscape resources in the proiect area: HPO quad maps and GIS information recording NR, SL, LD, DE, and SS properties for the Surry County survey, Surry County GIS/Tax information, and Google Maps are considered valid for the purposes of determining the likelihood of historic resources being present. There are no National Register listed or eligible properties within the APE and no survey is required. SUPPORT DOCUMENTATION �Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Architecture and Landscapes -- NO SURVEY REQUIRED NCDOT Architectural Historian Historic Archilec�w•e and Landscapes NO SURVCY RGQU/RIiD foi•ur for Minor '!'ranspa7alion Projects a.r Qualifred in the 2007 Programniatic Agreement. 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'�::.. �,. ��'"�'"""'� '°"'�""""'""� n� i ,T ����A,�.!t.iR � � � .. ,. . .. - ,`-� "��,:6 e' � pe �",� h ,- T.,�•+, �.'� �� ,' , t ,,�,� �,�r � .: ��� � � . ..','s� ,. � G� ��� S Y c� y "£ ���F� 4 sm a�y � �,z,±���� .- � '�*fi s�. .... ,e3?ic_ � y � - .. � '� , � ., . _. . `-.a` . u rE . .. ,s:\ ( a. ,.r'ay� [+q� KL^"�9nm -c r� ._' *'� T ; ""'`'ti �. "- s�� — *. :- W@ a:' 'n .; y �-,t .. z ���. `��.' � �'„5�., ` i ��-.�. -;���i`.ie` .. , _ -'�,3 �- _ _. � _ _ _- _ *�.,�-' " '��'���� < �.x �'�"� ,� ��p �: . - i�'.o" �•� _ . . �:yi .. � - . � . ��� . . a. { - a� !< �..- � . _' '_..�.w+' ." - .. Project Traclzang No.: 13-09-0022 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# 850202 17BP.1 l .R.83 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 of Bridge No. 202 on SR 1338 (Hidden T�alley Road) oveN an unnained tributary to Fisher Creek in Surry County. The archaeological Area of Potential Effects (APE) ,fo� the pNoject is defined as a 650-foot (198.12 meters) long cor�idor running 325.feet (99.06 meters) northwest and 325 feet southeast along Hidden Valley Road f�orn the center of Bridge No. 202. The corridor is approximately ISO.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 of6 Project Traclzing No.: 13-09-0022 RECOMMENDATION An archaeological survey and evaluation of proposed replacement of Bridge No. 202 in Surry Counry was conducted in November 2013, by New South Associates. No archaeological sites were identified during the course of this survey within the currently defined APE. No further archaeological investigations are needed for this project. I concur with this recommendation as the proposed bridge replacement project will not impact significant 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 of6 Project Traclzing No.: 13-09-0022 Brief description of review activities, results of review, and conclusions: The project's Area of Potential Effects (APE) along Bridge No. 202 on SR 1338 (Hidden Valley Road) over an unnamed tributary to Fisher Creek 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 locate and identify potential archaeological resources that might be impacted by the proposed undertaking. The APE for this study measured approximately 650 feet (198.12 meters) long by 150 feet (45.72 meters) wide and is 97,138 square feet (2.23 acres) in size. The northwest, southwest, and southeast quadrants are all existing agricultural fields with generally flat topography and the northeast quadrant is characterized by a large ridge on the eastern edge and a narrow floodplain adjacent to the unnamed stream (Figures 2 and 3). Soils within the APE consist of Colvard and Suches (CsA) sandy loam, which are well drained with less than three percent slope on the floodplain. There is a small segment of Braddock (BbC) fine sandy loam, which is well drained with 8 to 15 percent slopes, on a toe slope (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 one 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 and bridge as early as 1891, but no structures were located in the immediate vicinity of the APE until 1932, where a soil survey map plots a structure southeast of the APE. The intensive archaeological survey excavated a total of 11 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 4). One shovel test could not be excavated due to the presence of steep slope on the southeast section of the APE. All shovel tests measured at least 30-centimeters (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 was 0 to 15centimeters of brown (7.SYR4/4) silt (Stratum I) and l 5 to 25 centimeters of reddish brown (SYR4/4) clay. No archaeological remains were identified in the shovel tests. Based on the shovel testing results, no further archaeological investigations are required for the proposed replacement of Bridge No.202 in Surry County. The proposed improvements will not impact any archaeological resources. Figure 1. Topographic Map showing the location of the project APE. Figure 2. View of APE, looking southeast. Figure 3. View of Bridge No. 202, looking northwest. Figure 4. Aerial View of the Project Area showing Shovel Test Results. 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. 3 of6 � , . • . ,�=.3 ,��. ��-; . r .� , �r� -. i {� �+ . .�� f Project Traclzing No.: 13-09-0022 . . , � . .,�� � � �. _ . �� 5 � �. } — _ }} i . F�'� � � - ^�� " � . � � . �,, �" _ i ti�. � �. ] � .. � . C �A " � � � � � I r. K'� . � Y � .i �, ` � , �f � �` ''�:�:' ; � � � � � �� � * � �. � ' ..�� _ � � � �.. � ..,�� r: ' � w i y� � � � � `-�, �' � � I� k� �,. s ti� ���•�� � .,�, ,� `�`� � ''_ ,� �.� ��'�"�5�� �'' F'`� ,� � x .. . -�- r, � . � � �� 4 _ � �y `� .� � - 4 :;`. �'' � � {'r.-.} -- .� � �� ..�-;i. �1 /"�,y�,�� (ti =.'t- �� { _, �� . � ..Y _ _ . a; ., • „ ". ~�� tl.f ` !-� � �I7�3i`aO.. �!��* � '"`�'-s� �. ' �l � _ , � ��f6 � . . � �. � � . . in ""- ��+'� . . , z f .� � t, � w " ' �, . � - . - . F _- ..a -` ' . � _ . 'r . �` & � ., p . .� � r. i � ; -���'�: , � !" �" —�'Q` 1 . ,. •. .. W ���� � � i �� . ''� � � i � . — r �.. �', . ,. .' � � � �s� , � � - .. ` .�� � Y � . . , , y � � F �' ' �� �'+�t �� � �!' '-- � i'',,;,..� v ,:`''�,�� �,� � �"' + �'� f7 _ — __ . •— � � , ��� � �=� ��`"�� � ' , _ . . . . 1� ' W � � � - > r� " , � �, _ a, — ,� � { �� _ r- �;: .����s'�� `��� �� , . . � � � ,, ,� = .,;�� �_ ° � � � �'�` ' � � . � � � r _ �� �i � �. e . � • r ��_ I�f � �� '� ��� .. ,� .ifiF r � f'' � �� �'1._� f '_� � �y � I� �'' � - � . �v__�"'� � � . {__ ` . r� .� � . . . �:*�a f� . . - ,. � �,-' , � "� „ d �,k, � a�� ��' s�'��'. . ,- �I `.r!�' .. � ,'�,.�F: �2}I� �]. il��} j y h.r �I � � �, f :, � r �"�i - ` . Q LQ�j ±I}{} Q�{} 24�4S2i5 r .°"'�,�e ''O_�� "� _ � I � I � �urr� ���gt�° -- �.�= . " Y.. o ��a aa� i.� ��s �a �,�e: �t��� - §' ���m� q�� 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. 4 of 6 Pr•oject Tr•aclzing No.: 13-09-0022 Fibt�rc ?. Vicw of APE, loolcinb southcast. Figure 3. View of Bridge No. 202, loolcing 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. 5 of6 Pr•oject Tr•aclzang No.: 13-09-0022 � .��� - _ ' s,�r, as: t, y 4 Z t�' _ .���.� .�.�`r. � �� � ♦ � '�w. ��. r;� �� „���t" ' - � }�. _ �. I�ri� l�. T �,€ ` b'�' ��1'� �„:�t� l�'-�` , �.� ,�+�r � � ,�l , , �, , . - T ' � „ .: t•, v 'i�"�, �- � -�-� �; � ''. � , . ti. j ± � R . r ' �+ . . s i �S . t.�J - " � ' � � +y � � � �. N �� �� -�' .'�i':� �, �_t �. �. � � ' � , 'ti�, .. .�,-. , `�:w � `. I Sa�e= hi�r,at:,,rT ��,� �� i Figure 4. 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. 6 of 6