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HomeMy WebLinkAbout20180220 Ver 1_B-5667 PA 16-01-0165 Johnston (NSR)_20180215Project Tracking No.: 16-01-0165 -o�,�"��� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM �� :�;:� n�>w.qfi: i �:>�:� This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not �� `.- � `�'��' ."` valid for Historic Architecture and Landsca es. You must consult se aratel with the `� ;� 0 ot�:. P P Y �;. •....:::�..•�j. ���` �. � Historic Architecture and Landsca es Grou . �� , p p �,�4_ PROJECT INFORMATION Project No: WBS No. F.A. No: B-5667 45622.1.1 Federal Permit Required?� County: Document: Johnston MCDC Funding: � State ❑ Federal �Yes ❑ No Permit Type: NWP 3/14 Project Description: The replacement of Bridge No. 231 on SR 2159 over Little Buffalo Creek in Johnston County, North Carolina. The archaeological APE is centered upon the bridge structure and measures 600ft in length (300ft from each bridge end-point) and 150ft in width (75ft from each side of the SR2159 center-line). SUMMARY QF CULT,URAL RESOURCES REVIEW Brief description of review �ctivities, results of review, and conclusions: ' 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 Engineers (USACOE) 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 project locale. Once an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology (OSA) on Tuesday, February 9, 2016. No previously documented archaeological sites are located in the APE limits or directly proximal. 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 Johnston 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 (Bb, Nn6) 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. Aerial photography and soil data suggest a low potential for archaeological artifact recovery at this location. "No ARCHAF.Ol,OGY SUR VEY REQU/RED"form jor lhe AmendedMinor Transparla�ron Projects os Qualrfted in /he 20/5 Programmalic Agreemen/. 1 of2 Project Tracking No.: 16-01-0165 Brief Explanalion of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: The APE and federal permit area are characterized for the most part by agriculturally disturbed and poorly drained ground surfaces. NRHP eligible archaeological deposits are unlikely to be present or preserved. 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 ARCHAEOLOGY SUR VEY REQ UIRED NCDOT ❑ Photos ❑Correspondence Other: "No ARCHAEOLOGY SURVEY RGQUIRF.D "form for the Amended Mrnor Trmisporlation Projects as Qualifred rn the 20/5 Prograun�ratic Agreement. 2 of 2 Vidnity Map - Bridge Na. 231 ir� Johnst�n County <ss✓ ^ �s�;�- u�. ,. � 5x � .,� `F = ,,`� �� �SDV � � :.. ' s -r � S.� . .. .. . SR�77D0. ?!� 45: l--, �..�5�,�.. � _ ?��� S�1�1� , � , n�. _ ... � =l �, '.`9r�i 2T) . . � . 2 �ry J c�R ;733 - 222: S. SP.1 114 � 584 � .� 3�-� _ ,� - �- �' .2 ,,:� �S�, 5R77e» � _ S,S17�o" --� � . _ �_�9 ,ttn Sh' �:Y GP ��Y P. ul SK n .�. T' . . ., � l �,g.- '. SI . �. � �Y. ' . �- �. S. 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SA �.ry �r. :li. .^s r. :'.-A-, n �,# �.'�F31 � `�f J � Sti Z 7 50 . ..- � N i � � � 'i` 4 — � r-: i � .s1 � �RJ93B -:" °?9 � � -;J ' ` �..~ sk f56S - � � � - ^. 'J• . U] ��� .� ..... �s r�.�. . SR:�1,U ..^,i� 22f1��i 30 � y � �34,' u �'�> � Sg -�+, SR 23. __ ' A�- 7 ';li� O \" = �.nM r- _ .. a , a �• �.Y� WC' i017 Y �.� � Sp-_ . t�4' �. �r S('c /'8J .f: . �_: r ,4�.1115 ._ .: �j, ,� Tq�a L� 9 �? SK -�, g1. h 3 ;n y::> 2� .. . _ � . . Z . . -�.'x � �s`ty`.; '.39; �SR2r35 : � a? u�.' SR13au ,� . � F T8 _ . 38: � � � � � .�.� SR i3-t.; � -�1 �i � � {i•� ' r tti �" (? tiC•. (�' "�' .A v 5 L c"_=-f.� N. <�� "'�'. � � ,r . �,,,r `-,.. � c � � S'i ? 1 + d Mii tr •�., �'� 'Fijy� �iR- o• _.._ �-^-� . �.. �K .' � ,�_ a:1Jo G]3G� 0:��✓.n�x�?sl �P. 3t.r:a�nau:aG. ��+::_n_uu�uC: i u::;u,,, C.�G7. s7�f](1,4-� GSL'$,�'.37`� �l�1uu �LrJ1w� �- �Y��.�,i"J � u�?��l�w»„i'�.cn'u'�i:.u� r]aJuu'�l"suJJ::�. s'v �nJ�ut,rti��'zln7�!J �:::u C� `�'� S'F. Y� f 3V1�'' �� �.�Te� �� J�,. -�: c✓K �Y v +i �'� ..�� _ �i.. . "' G 'J� _.. f � "1-J-i`�y �'�'x� .1f ��li.w.j � � � . �i�=""�. � ;' .- , �� . . . �� r J -��� ��� � l � � �✓i:=N : � � ��' . �`7 . u�ur ��D. __ :9.r. :% .'r` .�,.i�:b��� ..1r� _.: t�t°t ' � Sfi IOCi'. � SV: lOt�l SUU"L31 f 500231 GoA—Goldsboro sandy loam, 0 to 2 percent slopes Map Unit Setting • National map unit symbol: 3t4c • 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: All areas are prime farmland Map Unit Composition • Goldsboro and similarsoils: 90 percent • Minorcomponents: 2 percent • Estrmates are based on observaTions, descrip[ions, and transects of the mapunit. Description of Goldsboro Setting • Landform: Flats on marine terraces, broad interstream divides on marine terraces • Landform position (two-dimensionalJ: Summit • Down-slope shape: Linear • Across-slope shape: Linear • Parent material: Loamy marine deposits Typical profile • Ap - 0 to 8 inches: sandy loam • E- 8 to 15 inches: sandy loam • Bt -15 to 45 inches: sandy clay loam • etg - 45 to 80 inches: sandy clay loam Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Natural drainage c/ass: Moderately well drained • Runoff class: Very low • Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) • Depth to water table: About 24 to 36 inches • Frequency of flooding: None • Frequency of ponding: None • Available waterstorage in profile: Moderate (about 8.0 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigated): 2w • Hydrologic Soil Group: B Minor Components Rains, undrained • Percent of map unit: 2 percent • Landform: Flats on marine terraces, carolina bays on marine terraces, broad interstream divides on marine terraces • Landform position (two-dimensionalJ: Summit • Down-slope shape: Linear • Across-slope shape: Linear Bb—Bibb sandy loam, 0 to 2 percent slopes, frequently flooded Map Unit Setting • National map unit symbol: 3t3x • 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 • eibb, undrained, and similar soils: 80 percent • Johnston, undrained, andsimilarsoils: 10 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Bibb, Undrained Setting • Landform: Flood plains • Landform position (two-dimensional): Toeslope • Down-slope shape: Concave • Across-slope shape: Linear • Parent material: Sandy and loamy alluvium Typical profile • A- 0 to 6 inches: sandy loam • Cg1 - 6 to 60 inches: sandy loam • Cg2 - 60 to 80 inches: loamy sand Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Natural drainage closs: Poorly drained • Runoff class: Low • Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) • Depth to water table: About 0 to 12 inches • Frequency of flooding: Frequent • Frequency of ponding: None • Available waterstorage in profile: Moderate (about 7.2 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigatedJ: 5w • Hydrologic Soil Group: A/D Description of Johnston, Undrained Setting • Landform: Flood plains • Down-slope shape: Concave • Across-slope shape: Linear • Parent material: Sandy and loamy alluvium NnB—Nason silt loam, 2 to 8 percent slopes Map Unit Setting • National map unitsymbol: 3t4p • Elevation: 200 to 1,400 feet • Mean annual precipitation: 37 to 60 inches • Mean annual air temperature: 59 to 66 degrees F • Frost free period: 200 to 240 days • Farmland classification: All areas are prime farmland Map Unit Composition • Nason and similarsoils: 80 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Nason Setting • Landform: interfluves • Landform position (two-dimensionalJ: Summit • Landform position (three-dimensionalJ: Interfluve • Down-slope shape: Convex • Across-slopeshape: Convex • Parent material: Residuum weathered from metamorphic rock and/or residuum weathered from schist Typical profile • A- 0 to 4 inches: silt loam • Bt - 4 to 45 inches: silty clay • C- 45 to 56 inches: silt loam • Cr - 56 to 80 inches: weathered bedrock Properties and qualities • Slope: 2 to 8 percent • Depth to restrictive feature: 40 to 60 inches to paralithic bedrock • Natural drainage class: Well drained • Runoff class: Medium • Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00 to 1.98 in/hr) • Depth to water table: More than 80 inches • Frequency of flooding: None • Frequency of ponding: None • Available waterstorage in profile: High (about 9.2 inches) , , r ..�,� �; , ` ✓�. . � � � ;. �� �� � s ,, ��. ,, ,. : . 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"' —x� � „ � .-��.G �: — � �. , � s � � �� �°� � �''� �.��, ; _ a + `' Ne�l � :- ,. , �� _C'i`. , �a �t�-� .l n�f1� . � �� � ��. . .. —�- . ��ehee� R� � �. >„� � , `�i SR 2150 ~ , 6�� ',� ;;;,�_.- '-",,� . -_ ,� E �.. _ ,Q * .. z . �2�A9 � '._�._ �, . � � � � �� . , _-�_ . , .- , �. •• .,_. ° _ t . �.. _ �,,�e: ,, ' , .. , .�t7230 Lag Buildirvg 20O�a `` h's r `�, J�IHIVSTON .1TJ728 (farmerj Bennett Creech House �YA ��r.±-. .fTOi 13 Cr�dv Fsrm �"'%�J i,,U � V u L � 'J. � J ; n,�,i::in�'� '(� '�i. � �Z1TOJa3'=Ba�ei2�.SIsv�Htxae 15r'9 • lN 6� � _ �{i �'�> � � � � � � -.kl'J�87 (famer) Tram Rasa �Vsreho�e `- �..�' n�Ci $t�n::f�,:i,��, C7 JT'J3St� Ds � . Boy�te hi�use h�;:fV c'i �d 1'fv�+�33 Ls,rry E,3yette h:ous= M� � �` 1� � ;�"7D?� J'..E. `Ri i ,TT'J959'S, uthem C-r�ve ,tl'DT5� Dodc C�virtHause NCSHPO website map illustrating the location of the APE and historic structural locations in the general vicinity. i� 'Q(fv F'fJ