The URL can be used to link to this page

Home My WebLink About20160764 Ver 1_PA 15-10-0033 Scotland (NSR)_20160808Project Tracking No.: 15-10-0033 -o��i��. NO ARCHAEOLOGICAL SURVEY RE UIRED FORM .�,'��. �q, .. Q.;;..�, Q ��' ' ' . This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not d�' � ��` p �4, r�,. , Y � � '` o�� valid for Historic Architecture and Landscapes. You must consult separately with the ��,�'� -�f.� '1�a .�a�?�C�� Historic Architecture and Landscapes Group. �''�``_Q� ��'� � .� PROJECT INFORMATION Project No. WBS No: F.A. No: B-5749 45705.1.1 Federal Permit Required? County: Document: Scotland MCDC Funding: � State ❑ Federal � Yes ❑ No Permit Type: NWP3 Project Description: The replacement of Bridge No. 36 over Big Shoe Heel Creek on SR1421 (McIntosh Rd) in Scotland County, North Carolina. The archaeological Area of Potential Effects (APE) measures 600ft in length (300ft from each bridge endpoint) and 60ft in width (existing right-of-way). SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: Initially, permitting and funding information was reviewed for determining the level of archaeological input required by state and federal laws. Based on the submitted "request for cultural resources review" form, the project is entirely state-funded with federal permit interaction. As such, Section 106 of the National Historic Preservation Act will apply and the United States Army Corp of Engineer will serve as the lead federal agency. Next, construction design and other data was examined (when applicable) to define the character and extent of potential impacts to the ground surfaces embracing the Bridge 36 project locale. There will be no widening, movement of ditches, or any other work outside the existing roadbed as currently proposed. Once an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology (OSA). No previously documented archaeological sites are located within the APE. Historic structure locations often harbor archaeological deposits and features related to the former occupation of a property. An inspection of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed Site (SS) properties employing the NCSHPO website evidenced an absence of these historic resources within the immediate project area. In addition, historic maps of Scotland County were appraised to further identify former structure locations, land use patterns, or other confirmation of historic occupation in the project vicinity. Archaeological/historical reference materials were inspected as well. In general, the cultural background review established that no NRHP listed properties, previously recorded archaeological sites, or cemeteries are located within the APE. Based on cultural-historical factors, the APE is considered to have a low potential for the documentation of archaeological resources. Further, topographic, geologic, flood boundary, lidar and NRCS soil survey maps (JmA, OsA, AeC) were referenced to evaluate pedeological, geomorphological, hydrological, and other environmental determinants that may have resulted in past occupation at this location. Aerial and on-ground photographs (NCDOT Spatial Data Viewer) and the Google Street View map application (when amenable) were also examined/utilized for additional assessment of disturbances, both natural and human induced, which compromise the integrity of archaeological sites. Environmental factors do not suggest an elevated archaeological site potential for the APE. "No A2CHAEOLOGY SURVEY REQUIRED"form for the Amended Minor Transportarron Projecls aa Qualifted in the 20/5 Programmalrc Agreement. 1 of 2 Project Tracking No.: 15-10-0033 Brief Explanation of why the avai[able infor`nation provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: The proposed bridge replacement work is unlikely to affect areas outside the margins of the impacted existing right-of-way. In addition, sizeable portions of the APE are distinguished by very poorly drained soils which hold little potential for the presence of archaeological resources. No further archaeological input or work will be necessary for this state-funded NCDOT project. A finding of "no archaeological survey required" is considered appropriate. SUPPORT DOCUMENTATION See attached: ❑ Map(s) ❑ Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST NO ARCHA ��Ux VEY � UIIZED ❑ Photos ❑Correspondence Other: "No ARCHAEOLOGY SURVEY REQUIRED " form for the Amended Minor Transpartation Projects as Qualifted in the 20/5 Programn�alic AgreemenJ. 2 of 2 Bridge 36 - Scotland County �, � Lwnl:•r % /s N ; J' � � JS.A�� - . � i . ,1. � 1 I / ! e ,� }'Y0 r, .:.1, t I'; r 4. � >. 1 / � - : f C'�� ., : `\ � ��. ' �° � I�. � � . . � �`s; _ � 4� • ),� � u _ '. ,�,v �Yd�L?� n �,li, . , `� ,••�.� _ �`Q� i - /' . c �' -i; :. � � � . . . � . . � /�� L� � �/agram � "..r 14 `r Y:� ■ ` y ,, � 34 5 .; �� V // f� N 2 � ; u , . . .. ",� j� . ?7 � ' �. l ; p �i . C � S � 79 ,K,,. ,�.,.�, ,. , 41 � �L ♦ � �, Q\a��`„�d , �. t '. �', � i •ta! �. _ �. 12 � '';,; � �- : r ,� , �; �,�� :. 1� � � �, 36 cs� F ,,; � � ,i; �.s ;/ _ '' ( ;;� _ _ ;:` ,� /, S - i, •l l''------------------_--- -__ i ` ,.l �:._ �� /�� E �� '\ ' �\ �J < �� 38 ,l C 89 r f' 87 � ' ■ �� 1; 32 � �, Jy ✓ � .3� \„ ;.' �'�� ■, � - 2% r` �, ■ � _ tIZ Io 28 ti � � , : � �. ,;� , r. �� ,' �� 'i, // .ti, ,r � ;� : << ,, ��, ,�; 'c i ; Zl,\ � i ,�t i, . -i; Sources:, Esri,�HERE, DeLorme, USGS, Intermap, increment P - ,' Corp., NRCA.N;�Esri Japan, METI, Esri Ch�na (Hong Kong), Esri - (Thailand),,TomTom, Mapmylndia, �O OpenStreetMap contributors, and the GIS User Community `z, Bridge 36 - Scotland County • 7.- � -, �ay � �,z � �`r� h:. � '# f i ` J .��` � ��S � 2i .� �#P �s '• r k- k* f� 7� e � <' �' y � `�, ,-'. r �'� �, •� `�4 � �'.3. � �� . �� }K � * _ � '�� 4 � ��4� � � , h _ �. � .. �t . qj �_ C � ' . .. f � '�e ]�� a�,�c 'r ! � . �.. �` t.. � .�r 'S � .,ija �Yi . � Yi ? .+'x' gi u.r� '�''` '" 9a'�� +dl�� • Y «� ' � ' ' . A.� a � ��` �j- t � ��:a 3..:.r..,,. � � y •.•* e' � ; '1t�' ` � ~ � - � � ��1 �. �,�� .' . d : ,� :, �r k4"! • t �. � 5 .t�..» �'„ :}' `26Y x � :7F _ _ '�� ' q A. � ta !�t y � � ,p � � 1 � � x qi –`� a�5w"� 1 �� '�v � A a1�.� _ '1 �k � �/�F� � .:^ y"R • ' .: �+��y �{= c � � � � .. � � � � �%yF � '�$' � : �, � w x�� -.�, ' ,� � � � iA4 �Y ' ,d_� j+ ,��,`' •�" t e �� .,�, f ia::� ''�'�' ' s �''x :P ,,,�. _�rtj� �. , :� wele 'y;.s x� �� ,�.�� `�s e7! �- ��eD:r� �'�'�L�•'�S.' .:� P r e�� ' S • t t� ,� � 'F�� `'�`� � a � ,�' � +t i ��e� x' :v• . .�'"•� ��,�. ��;°��j� �riv. R?' � �� !�' N �y Fy,y Ya:i�� .�¢ � t�;y � r M y. • �`� �`.+�pt�( '`+y �_I'E;�"t.p ¢ �j�� 'IM�f� RM ! � �1` � �l r i✓ �� . , f, „�'M ,� ��` � a , � s.r � ,�� 4� � �, ��t �;,�� y�'�.'��'�� '� � � ' �� i� k�'�� ` � -�,� � +�� '�'. '9� ��.� '��'�. •�'�.''F } f y� <�.'� 6��,•, i �� i''t x�,',�`M � f � +r} y_ � E� fi t � ,. y�, ��i� j, ti '. $ ' ta : �s��; � � ��'{� l�.9�'j! � � #;�� .» �� . �. e' • 'S ' � F �� o� #1`9 c .• , i � w ,� y4a �. �, � i `�,+ ,r ' , . f `` .�' a'- �C' `ry}, �� r ",� � { . ` �i'� .�t � � �' , f f � � �� .. . Y .S, .h 1' j f S � ,{� !�' � .-p 1 �f ;i � i . 4 � ,, k i ,; � 6 �. �•', 1 S t f. ' �� '��. ��Asf ' { � r. ' � , . � � , •?� : � � �+�'��' � _'�:i �.''.��t�'� +� '�; � (' ; � � 1�@, t � , ,rt � ;, ,�, r � , � ` a ; �,� � ��,� �., r �� ; s �� ! �ry .: .��z � �' � �r ,�-� � ,►� �, � � r�t �,� , � �' � � �ta,# sTz < < �- � �* ' � � ,. ';��4 n � � '� �' j xf . Q i�' . P ;,� � i t�y �5 Y ;`•k �.a�� -�� " � �-' t i �i � ,~ • � ,S�r '�i' ._ � ; .� �� t 'i' �� ,�� tr' i ' � , • t��'..�. � � k � T � .. 3X;.. 4: .'. � y . .y �q �ti, . � �+c �, . ' .. � •,'.,t�'�,; ` .'� + {; � � py r { ��,:.. � ,� �' � y ,�` t; N � v �,�`� � S.S` �, •�� e' bt- � � '''r y! +�,�� ' � . .q t. � �ci� .V ar�ifM - , _ . .4'y}�i � s�f � �?`� r� .` a� ` • � � - I r �b�.� ¢ ry� � � .-i � . � � +e '. � �..r } 4 '� . � �� i. ..!�� , .� �k ' . �' �' �� tf'��r r ,� fa.x , 4 , t� 'er �.. Z i': 1 .i 1 . � +,�ti'�� "� ; ..*, - :.er �l S� y ..i ,� , ,� -� W�!y� , � r ,� � � �p�f�F ��i �1, "I4� •.py:. �,�H a '&�� j"i�l �j � � ? t . F� !' °�f?�� ei.:t e?� ��4 k . �� '' �;'' �s. �p ��'� I� .i �� ".' A n Y *' �j:. � �';7�y,s� r � �. .q� S � �,. F r A � 3 'ti" ��r- U �i�� 5` . � �'��K,��*• �'•'� ♦ ��•�� 8' e�� !'! ; .�'��1 r� ts ' �' i 4?t,�y t��T.� � r #�ry.��' ��. „ ;�� yt��. } T '�i1:i -r'.�+ ��s.� •i � 't.• , ' i.� '�� +;� �''�� f�' f' ��• Y� . � ll p, � �; '� � }�i . ,�h' k � ' i. - } _ t ��,n'��:,,'l'1 �r. � P '�i! �w t ti � �.t F.vP 'i � � � +,y . � - .' � 1� � r' ' °'�i { • � �t ��„ s �. � � �. ., s a '•' i w�a�: °''�� It�:� !t� k i'- w•�ri� � A'��'�, tf �' �' ��'. � �i;{� +��q�r` � _- ° " � ti r� � :� �.�A� �.' ' � .�� +� l . �1� � � � � � 5� r � y� ,�"f.,' v��+�th,�� .•�� .. , t3'�� _� ,x 4 �� 79r' a yt • �'�► j�� : 1�� kF�'�p a�.� � ,� T R �.. jy* ��jiE� �'�L �� v. � r Y° y ��• ti�, � � 4 �t � �'�.. • 5'P �..x f•'�.. �� ,�'ir.yr�y �r�.. a . _�� f `�f��+,�;;j � � ` . �e' .� �' 'i.t? �`-� '�x# M' ,��{�{�� C (/' '� , �?r � 1 , ' , ."�*' ,G'�2� R1� ^ i� � ' ,��. � � 9� ' � ID �k P ��,y'+.'• y"Yn t M; � }t � � : � '� �� y��..,� ' - `�� '<� .I, �,;�. w` ��C��•� �' �� #�"�� ,'�� ``��,y�,,� : , '� ��' '��, ;'� � �. .. � �� 1� � ` � ��',�; }�.: A�.�� "�a,,"¢.,^�{, . ,Ft & � , ..��'� �� ; . � `'�`.� ;`I� � I, ' � '� �1F �� '.��'� ''� y j"fi F f� 4�� +. � ' .1� S �1 � � � . 2f R - � l�. �� - �� r` � ) �. �. � � r >' � '`�! � �_; t `' � � � � ' �►; • � ��'`._ �` �. `s .: �� ,{ x�`�� $� `�� r- -� � 3 �' +- � - -+�i - _ � a, . � - t� �' � �� y � ` � �., � � � � � ';� �� .. ._:� 3�i.'. � � _�. ., a . r• -arl�, r �.,�� .�•, � �� •�• �� , � � �' '�` �,•� + �� - x . � � .� � ��1 tT.` � y�., 4 .� , a �.,. . ��.� ; {t'y � *') . 4� r , +}. c �' 1� '�i ,� 3 � y�'t . �.. &. ' ..� �� . � ti' _ � �� +!� � � a, 'q�.' ?s�r} f 'Y t y ;y ., $ i ��y„ ' ` b ' . � � J'� i + , �✓ �E �♦ �� r� � � y�1 � .� .. � Y, ��.� `� �� `w��.q'�^' f �' r:�e� r��r � r S ;�t �- S 11 . . . '!}j! �� J,& . �, � +H,�y(�1, b � � � (,,� ' �'Y :+�,�e.,}�.e�' q�iE 4' � .. �i � F.�^ � �n. i.•� ` `:9 a�,��8 ! � ��€�¢r,•l�i��! �1:. . . : ' . .. � ,. . �_ — — _ _ . � .. : �_ — � � � T �'l • � tiS - y .. � . d .. �:, � . `-t' . . _ - ��. �. Y � �~*� � 1.' ' +�, , � �� C �' l� �.'�' � �,}�` � ' a { ,,�. { �v. . �M`t ; � . ^�•,:4• °; �' _. �, � �ii'� � .. � t• �t . � tj = .�i�{ �'t#7� . � � •> j �' � �+ ' :. %` �' F A k . �. ; ti •3. • , � k' � ��. � * ; f ; • 1 '. '� .�j i. - ' s�. �� a��_'�� t . . . . i � . b` . i_es _.} - -�! ,m. ,'��. k x»''_'�-.-.�_ e "- ,�. h.� )`� `'�t ; 9°`'• i t�� r ---¢ '�J�. � ; ' �, �� `�< �t. ' � � �" � k �`'-�/F� c. i� .'..�.r,;9„ _... __. _ >�x: ---- ..�- � .;'6.�_��.- ..... . . _ . _ OsR—Clsier loamy sand, 0 to 2 percent slopes, rarelq flooded Map Unit Setting • National map unit symbol: ilpl4 • Elevation: 80 to 330 feet • Mean annual precipitation: 38 to 55 inches • Mean annual air temperature: 59 to 70 degrees F • Frost free period: 210 to 265 days • Farmland classification: Not prime farmland Map Unit Composition • Osier, undrained, and similarsoils: 85 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Osier, Undrained Setting • Landform: Flats, depressions, drainageways • Landform position (two-dimensional): Toeslope • Down-slope shape: Concave • Across-slope shape: Concave • Parent material: Sandy alluvium Typical profile • A- 0 to 8 inches: loamy sand • Cg1 - 8 to 48 inches: loamy sand • Cg2 - 48 to 80 inches: coarse sand Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Poorly drained • Runoff class: Very high • Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr) • Depth to water table: About 0 to 12 inches • Frequency of flooding: Rare • Frequency of ponding: None • Available waterstorage in profile: Low (about 3.8 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 5w • Hydrologic Soil Group: A/D JmA—Johnston soils, 0 to 2 percent slopes, frequently flooded Map Unit Setting • National map unit symbol: 1j8rx • Elevation: 80 to 330 feet • Mean annual precipitation: 38 to 55 inches • Mean annual air temperature: 59 to 70 degrees F • Frost free period: 210 to 265 days • Farmland classification: Not prime farmland Map Unit Composition • Johnston, undrained, and similarsoils: 85 percent • Johnston, drained, and similarsoils: 15 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Johnston, Undrained Setting • Landform: Flood plains • Down-slope shape: Concave • Across-slopeshape: Linear • Parent material: Sandy and loamy alluvium Typical profile • A- 0 to 30 inches: mucky loam • Cg1 - 30 to 34 inches: loamy fine sand • Cg2 - 34 to 80 inches: fine sandy loam Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Very poorly drained • Runoff class: Ponded • Capacity of the most limiting layer to transmit water (KsatJ: High (1.98 to 5.95 in/hr) • Depth to water table: About 0 inches • Frequency of flooding: Frequent • Frequency of ponding: Frequent • Available waterstorage in profile: High (about 9.4 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated): 7w • Hydrologic Soil Group: A/D Description of Johnston, Drained Setting • Landform: Flood plains • Down-slope shape: Concave • Across-slope shape: Linear • Parent material: Sandy and loamy alluvium Typical profile • A- 0 to 30 inches: mucky loam • Cg1 - 30 to 34 inches: loamy fine sand • Cg2 - 34 to 80 inches: fine sandy loam Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Very poorly drained • Runoff class: Ponded • Capacity of the most limiting layer to transmit water (KsatJ: High (1.98 to 5.95 in/hr) • Depth to water table: About 0 inches • Frequency of flooding: Frequent • Frequency of ponding: Frequent • Available waterstorage in profile: High (about 9.4 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigated): 4w • Hydrologic Soil Group: A/D AeC—Ailey loamy sand, 8 to 15 percent slopes Map Unit Setting • National map unitsymbol: 1j8s1 • Elevation: 80 to 750 feet • Mean annual precipitation: 38 to 55 inches • Mean annual air temperature: 59 to 70 degrees F • Frost free period: 210 to 265 days • Formland classification: Farmland of statewide importance Map Unit Composition • Ailey and similarsoils: 85 percent • Minor components: 7 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Ailey Setting • Landform: Low hills • Landform position (two-dimensional): Shoulder • Landform position (three-dimensional): Crest • Down-slope shape: Convex • Across-slopeshape: Convex • Parent material: Sandy and loamy marine deposits Typical profile • A- 0 to 4 inches: loamy sand • E- 4 to 37 inches: loamy sand • Bt - 37 to 53 inches: sandy clay loam • Cd - 53 to 80 inches: sandy loam Properties and qualities • Slope: 8 to 15 percent • Depth to restrictive feature: 40 to 80 inches to densic material • Natural drainage class: Well drained • Runoff class: Medium • Capacity of the most limiting layer to transmit water (KsatJ: Moderately low to moderately high (0.06 to 0.20 in/hr) • Depth to water table: More than 80 inches • Frequency of flooding: None • Frequency of ponding: None • Available waterstorage in profile: Low (about 3.3 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 4s • Hydrologic Soil Group: B • Ecological site: Loamy Backslope Woodland - PROVISIONAL (F137XY006GA) Minor Components Candor • Percent of map unit: 4 percent • Landform: Low hills � G- r' U _ ^ Syil2�7 Danny 5:,�2^e'1 M1ictdae I�till Pand r 141i61 Fd _ �. . SCO?'1J A6eilIA.��McTOsc Feause - Hause scooaa co�i s��,$$ sa��i . �1-«4., ? ^ . .. rd -- '�.i SSC005S lienry Failey� Hou�se `c'�/�, � ry c�f`3i� a .. .. ... P ..i. �� J C3 � Currie Nouse ��'_. _ , � � Shsw Hotse � SCOTLA ND ,�`�SfA002 RirhmonC Tempersnceand Liter,sry�5ocery�lie)1y1973. F�� Hill HiStoricD"strict ��.',��30� John ^hsrles AkWgili Bzthp{sce 4981�� h;-, 1i [ f .-�lv3�.�smes �. Looiey nouse R.� �F> � SCO� &dge�14 2W5 � " t,� � h � , '� i �� '��CA288 D� rtid Shaw Hause T983 • 7 L ySCO287 SFTaw Famdy �Farms 19g� � A N � oA SCO288Alexan .EdwirtShaw House 1983 � v Q,a �: �� . . -- �'��.. A ,ir�i -+.. �tand Y/ T.. /I /'. .^ 1 Jr 4� - c sJ� ` , -- � � � � 'v � �ry I! .�ry�. -. .. ' ) _:: J, m � J � ' c. ,�._ a ' _ t �U: SC0754,loseph He�.larEs Hause .�� .. �,.i River w S:A1�8 Gr Ram _ d ry .� � };SUY > �-^ � � SC017� .^.M L � � SfA285 Ctva O i `F G _ �a - - - `� - � �, ��.. �.�',.;' __.' '7 .. ' .r: 7. ._' . � � '. ` � �� V q SC9�42 BellVoc�Bchool (Ap�oximste sitej � .. F _ a - S � i�. : .. � tl �.a - . .(' - -¢ SfA2D1 .lam� W,.nMdit h H s .. -�.-�c _. .. . . A �� _ i,, lk � I '�q,. . ._.. i u::` ,^C3r�5, JGj'�O^ __' � _� _ I i.. c � NCSHPO website map detailing the location of the project area and historic structures in the vicinity. t.r�! n _y clesrtliause s i r ry �.Lirifsgstort Nowe 198t s. �ivirngstort House 2 s �i �'� � +w . . . .. y / � � / Ti ' . � -�� r � . . ,- . . ? t � .{�`5,.,, _.,.� 1 - r i �} i �� ' , � � j, ��'�{'� {r: t g . d� I ,�'+'.v �Y� � s��,�¢'"�'w3,' k�, i ..L.:rd"�'+� '+��X}�� i� :. l 'S� ,��.�.9 � � ,' '� !� � � �.i F� :� d� .��r W,4, .� 1�U"� t� �._^ � .�.2 yS . F �.f �� ` 1' :=�� ' �� i ts R .t�x � � �� e '� f , i '` ', � � � ', E� h= �'g' _' u,j x�'i# i-' � �i� `� ' � ' �'� ; � '�. � Y�� ' . r '•k �� i � � `�� f� �' ' � i�� F '� � � `..��'3£��,�iy_r�� }s�� ,�4 F �� .r-:Jy � s• `2 E�x {i� ' y� �"� ./' }. � ;;� ' �7 - { ,��k� � ; . . f R �� _ • � __._ 4 ,�m. � i <�, �'�,,�. ` `4 > �' -;�.*_� .-� 1��'�;' �* s � ��-_ - t"�� {'� w .-t � y �$:. % af � r ��. � ��:: , �'�"o � � i g y .:'^",c;a.�. �� :5�'y.,>-. F� � . .+r �'�a ;� �- .! .. k � '`,� \` �J�� `� ��. �+Y��'` ,�� '':4,' ,� l i i �.,, k `"+' � x t y , "7 ` '``� } fi ; � . .i r t� ti:` . 1� � :T 'jt"�� i 1 ! t }` ` • l h 3 �r f �� # ��1��^'`�h ' '1w�,��N�° � �� ,��+� i ,,� . `+ � ,!- t `� �� i'.�-} r5 � �� 3 �¢. , t'kj�.� � � , �yt � 2�.. w. '. :� � �� ,' x a ��` `� z �; ,� ,,,_ ;�� .i�3 z . ., . ::��s ,. � - _, �.._ -_�.r'-^,� �.J REQUEST FOR CULTURAL RESOURCES REVIEW FORM Projecl Trackrng No. (h�ler�7al Use) �S,�Q -od�3 : MEMORANDUM TO: Drew Joyner, Human Environment Section 1598 Mail Service Center, Raleigh, NC 27699-1598 Send Electronic Submittals to: PAtracker@ncdot.gov ATTENTION: Matt Wilkerson, Archaeology Supervisor �T�+R�Q OCT 16 2015 Maiy Pope Furr, Historic Architecture & Landsca� s Su��;1,��- J FROM: REX BADGETT �. , .,1�� ENVIRONMENTAL SPECIALIST II—DIVISION � DATE: 10/1/15 �� OCT�32015. � �1 �L�^�L"]U U �...7 t''� PRn.iF("T INFnRMATION �m�.•••---�"r""""��"� Project No: B-5749 County: Scotland WBSNo**: 45705.1.1 Docu`rtent Attachment G Type: Fe�l Aid No: Funding: � State ❑ Federal USGS Quad Laurinburg Project ASAP Name: Sclzedu/e: Proiect Description : REPLACE BRIDGE #3C OVER BIG SHOE HILL CREEK ON SR 14Z1 !N SCOT'LAND COUNTY. � �/h � � �* Work cannot begin until a cha�ge number �s pcoviclecl tnat can ee nuiea to ny starT in me r,�nnan Environment Section. DESIGN INFORMATION Project Length: . Detour Route: Existiizg ROW: � Proposed 60' ROW.• Existing X- Proposed X- section : section : Structure to be Bridge Structure 1965 Replaced: Bui[d Date: Additiona! Desi�n I'nformation: Bridge will be replaced on existing alignment.