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Home My WebLink About20181597 Ver 1_B-4438_CE_Checklist_Final_Signed_12112017 (2)_20181126Carpenter,Kristi From: Sent: To: Subject: Attachments: Herndon, T. Mason Monday, November 26, 2018 3:10 PM Shaver, Brad ; Steenhuis, Joanne B-4438 CE B-4438_CE_Checklist_Final_Signed_12112017.pdf Mason Herndon Environmental Program Supervisor Division 3 NCDOT- Division of Highways 910-341-2036 office 910-604-0050 mobile tmherndon@ncdot.gov 5501 Barbados Blvd Castle Hayne, NC 28429 f �;_ �. .,: t�:x a�� ,��s�� `��,� ��,�,� �,� ,��.�� `�� 'J��`� �°�� .�� :�,� ��W�r �� .� �� ,��,�� :s��,�. I rr�7all �:urrc,��u � � � � � � � � y I�c rli��;lu�e,rl �u �C�h•ih�rl I i� ci��;e, Cu ai� rur°r7 �mii;, ;;e,i� cr i;, ;;u� ��;� �u Cmie, ,..,u� i�; ta�:ur�: ;, ..,aw ai� ir7a, I�arti��, Type I Ground Disturbing Categorical Exclusion Action Classification Form STIP Project No. WBS Element Federal Project No. B-4438 38365.1.2 BRSTP-211 (18 Federal funding will be limited to planning and environmental studies only. Right of Way and Construction will be funded entirely through the North Carolina Highway Trust Fund — Bridge Replacement Program. A. Project Description: STIP project B-4438 proposes to replace Bridge No. 47 on new location (to the east of existing) while maintaining traffic on the existing bridge during construction. Bridge No. 47 is located on Green Swamp Road (NC 211) over Bear Pen Island Swamp in Brunswick County (see Figure 1). The bridge is located approximately 9 miles north of the community of Supply and 13 miles south of the town of Bolton. The land immediately surrounding the bridge is rural in nature with Juniper Creek Black Bear Sanctuary, part of the Juniper Creek Game Lands, abutting the bridge on the west. NC 211 carries a high volume of heavy logging trucks and is a designated hurricane evacuation route for Brunswick County beaches and heavily traveled summer seasonal visitor route to the beaches. The existing bridge is 53 feet long and 25 feet wide, carrying two lanes of traffic. The replacement structure will be a two span bridge approximately 105 feet long, with two 12-foot lanes and 3-foot shoulders. The bridge length is based on preliminary design information and is set by hydraulic requirements. The roadway grade of the new structure will be raised approximately 3 feet from that of the existing structure. The total length of the project is approximately 2,095 feet. The approach roadway will extend approximately 995 feet from the west end of the new bridge and 995 feet from the east end of the new bridge. The approaches will be widened to include a 24-foot pavement width, providing two 12-foot lanes. Grass shoulder width will vary from 8 to 11 feet. The roadway is classified as a Major collector and will be designed to AASHTO standards with a design speed of 60 mph. B. Description of Need and Purpose: NCDOT Bridge Management Unit records indicate Bridge No. 47 has a sufficiency rating of 5 out of a possible 100 for a new structure. Bridge No. 47 was built in 1954 and is structurally deficient due to a substructure condition rated at 4 out of 9. The appraisal of the structural evaluation and deck geometry was rated at 3 out of 9, which also classifies Bridge No. 47 as functionally obsolete. The substructure of Bridge No. 47 is composed of reinforced concrete and timber elements that are sixty three years old. Timber components have a typical life expectancy between 40 to 50 years due to the natural deterioration rate of wood. Rehabilitation of a timber structure is generally practical only when a few elements are damaged or prematurely deteriorated. However, past a certain degree of deterioration, most timber elements become impractical to maintain and upon eligibility are programmed for replacement. All timber components are experiencing an increasing degree of deterioration that can no longer be addressed by reasonable maintenance activities; therefore the bridge is approaching the end of its useful life. Bridge No. 47's superstructure is also composed of timber and reinforced concrete components. These components are experiencing an increasing degree of deterioration that can no longer be addressed by reasonable maintenance activities. Both the east and west approaches of the bridge are cracked with settlement. Longitudinal cracks are prevalent both to the right and left of the center line. Replacement of the bridge will result in safer traffic operations. C. Cateaorical Exclusion Action Classification: 0 TYPE I A D. Proposed Improvements 28. Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation to replace the existing at grade railroad crossing, if the actions meet the constraints in 23 CFR 771.117e (1-6). E. Special Project Information: Schedule: Right of Way (ROW) is scheduled for January 2018 and construction is scheduled for January 2019. Costs: Costs are based on 2017 pricing. Construction costs $1,800,000 ROW costs $ 17,440 Utilitv costs $ 23,346 Total $ 1,840,786 Alternatives: No Build — The no build alternative would result in eventually closing the road which is unacceptable given the volume of traffic served by NC 211. Rehabilitation — Bridge No. 47 was constructed in 1954 and the timber materials within the bridge are reaching the end of their average useful life span of 50 years. Rehabilitation would require replacing the timber components which would constitute effectively replacing the bridge. Off-site Detour — An off-site detour alternative is not feasible given the limited connectivity to other major routes in the project vicinity (off-site detour is 30 miles long). On-site Detour — On-site detour alternatives were eliminated following a field site visit with environmental agencies. The construction of a temporary detour alignment would require approximately the same impacts as a new location alignment and would likely increase project costs and construction timeframe. New Alignment (Preferred) — The new alignment alternative proposes to construct a new bridge east of the existing alignment. The existing bridge will be used to maintain traffic on NC 211 during construction of the new alignment bridge and approaches. The existing bridge and approaches will be removed once traffic is shifted to the new alignment section. A new alignment alternative to the west was not evaluated due to potential impacts to the N.C. Wildlife Resources Commission (NCWRC), Juniper Creek Game Lands, Black Bear Sanctuary. Roadway typical section is illustrated on project plan sheets (see attached Project Plans) NCDOT Division 3 concurs that this is the preferred alternative. Traffic: Base Year (2015) Future (2040) TT-STs Duals - 1,700 vpd - 3,000 vpd - 9% - 6% There is a crash history at this bridge; nine crashes in five years. Two vehicles were reported to have struck the bridge. NC 211 functions as a designated preliminary hurricane evacuation route in Brunswick County. Access: There is one access road (Little Loop Road) that provides access to silvicultural land, which is actively logged. This land is located on the east side of the project study area. Access to Little Loop Road may be temporarily impacted during bridge construction (see attached aerial map). Since access may be only slightly modified for a short duration of time during construction, substantial disruption to traffic maintenance during construction is not anticipated. Public Involvement: Landowner notification letters were sent to potentially impacted property owners within the project study area. No responses from our notification were received. Based on the lack of response, it was determined that any additional public involvement (newsletters or meetings) activities would take place closer to the project construction let date. Because notable Spanish-speaking populations requiring language assistance are located within the project study area, the NCDOT Public Involvement Unit should be consulted to determine appropriate measures assuring meaningful public involvement to satisfy the requirements of Executive Order 12898. F. Proiect Impact Criteria Checklists: Type I& II - Ground Disturbing Actions Yes No FHWA APPROVAL ACTIVITIES THRESHOLD CRITERIA (FHWA Siqnature Required if "Yes" Selected� X If the proposed improvement (identified above in Sections C& D) is a: • Type I Action for #s 2, 3, 6, 7, 8, 9, 12, 18, 21, 22, 23, 24, 25, 26, 27, 28, &/or 30; &/or • Type II Action then answer the threshold criteria questions (below) and questions 8- 31 for ground disturbing actions. In addition, if an of questions 1-7 are marked " es" then the CE will require FHWA approval. � Does the project require formal consultation with U.S. Fish and Wildlife � � Service (USFWS) or National Marine Fisheries Service (NMFS)? 2 Does the project result in impacts subject to the conditions of the Bald and � � Golden Eagle Protection Act (BGPA)? 3 Does the project generate substantial controversy or public opposition, for any � � reason, following appropriate public involvement? 4 Does the project cause disproportionately high and adverse impacts relative to � � low-income and/or minority populations? 5 Does the project involve a residential or commercial displacement, or a � � substantial amount of right of way acquisition? 6 Does the project require an Individual Section 4(f) approval? ❑ Q Does the project include adverse effects that cannot be resolved with a � Memorandum of Agreement (MOA) under Section 106 of the National Historic � � Preservation Act (NHPA) or have an adverse effect on a National Historic Landmark NHL ? If any of questions 8 through 31 are marked "yes" then additional information will be required for those questions in Section G. Other Considerations Yes No Does the project result in a finding of "may affect not likely to adversely affect" 8 or less for listed species, or designated critical habitat under Section 7 of the ❑X ❑ Endan ered Species Act ESA ? 9 Does the project impact anadromous fish? ❑ ❑X Does the project impact waters classified as Outstanding Resource Water 10 iORW), High Quality Water (HQW), Water Supply Watershed Critical Areas, � � 303(d) listed impaired water bodies, buffer rules, or Submerged Aquatic Ve etation SAV ? 11 Does the project impact waters of the United States in any of the designated � � mountain trout streams? 12 Does the project require a U.S. Army Corps of Engineers (USACE) Individual � � Section 404 Permit? 13 Will the project require an easement from a Federal Energy Regulatory � � Commission FERC licensed facilit ? Does the project include a Section 106 of the NHPA effects determination 14 other than a no effect, including archaeological remains? Are there project ❑ ❑X commitments identified? 15 Does the project involve hazardous materials and landfills? ❑ Q Does the project require work encroaching and adversely affecting a 16 regulatory floodway or work affecting the base floodplain (100-year flood) � � elevations of a water course or lake, pursuant to Executive Order 11988 and 23 CFR 650 sub art A? Is the project in a Coastal Area Management Act (CAMA) county and � � 17 substantially affects the coastal zone and/or any Area of Environmental Concern AEC ? 18 Does the project require a U.S. Coast Guard (USCG) permit? ❑ 0 Other Considerations (continued� Yes No � 9 Does the project involve construction activities in, across, or adjacent to a � � desi nated Wild and Scenic River present within the pro'ect area? 20 Does the project involve Coastal Barrier Resources Act (CBRA) resources? ❑ ❑X 21 Does the project impact federal lands (e.g. U.S. Forest Service (USFS), � � USFWS, etc. or Tribal Lands? 22 Does the project involve any changes in access control? ❑ Q 23 Does the project have a permanent adverse effect on local traffic patterns or � � communit cohesiveness? 24 Will maintenance of traffic cause substantial disruption? ❑ Q Is the project inconsistent with the STIP or the Metropolitan Planning 25 Organization's (MPO's) Transportation Improvement Program (TIP) (where ❑ ❑X a licable ? Does the project require the acquisition of lands under the protection of Section 6(f) of the Land and Water Conservation Act, the Federal Aid in Fish 26 Restoration Act, the Federal Aid in Wildlife Restoration Act, Tennessee Valley � � Authority (TVA), Tribal Lands, or other unique areas or special lands that were acquired in fee or easement with public-use money and have deed restrictions or covenants on the propert ? 27 Does the project involve Federal Emergency Management Agency (FEMA) � � bu out properties under the Hazard Miti ation Grant Pro ram HMGP ? 28 Does the project include a de minimis or programmatic Section 4(f)? ❑ 0 29 Is the project considered a Type I under the NCDOT's Noise Policy? ❑ ❑X 30 Is there prime or important farmland soil impacted by this project as defined by � � the Farmland Protection Polic Act FPPA ? 31 Are there other issues that arose during the project development process that � � affected the pro'ect decision? G. Additional Documentation as Required from Section F Question 8 — Endangered Species Northern Long-eared Bat: The US Fish and Wildlife Service has developed a programmatic biological opinion (PBO) in conjunction with the Federal Highway Administration (FHWA), the US Army Corps of Engineers (USACE), and NCDOT for the Northern Long-eared Bat (NLEB) (Myotis septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities. The programmatic determination for NLEB for the NCDOT program is "May Effect, Likely to Adversely Affect". The PBO provides incidental take coverage for NLEB and will ensure compliance with Section 7 of the Endangered Species Act for five years for all NCDOT projects with federal nexus in Divisions 1-8, which includes Brunswick County, where STIP project B-4438 is located. Red-cockaded woodpecker: Habitat Description: The red-cockaded woodpecker (RCW) typically occupies open, mature stands of southern pines, particularly longleaf pine, for foraging and nesting/roosting habitat. The RCW excavates cavities for nesting and roosting in living pine trees, aged 60 years or older, and which are contiguous with pine stands at least 30 years of age to provide foraging habitat. The foraging range of the RCW is normally no more than 0.5 miles. Biological Conclusion: May Affect — Not Likely to Adversely Affect Suitable habitat for the red-cockaded woodpecker exists in the study area and adjacent to the study area. Forests in the study area are mostly comprised of a closed hardwood canopy but significant areas of pine savanna with a few mature trees are located within the study area and immediately adjacent to the study area. A half-mile survey was conducted 01/05/15 and no individuals or cavities were observed. A review of NCNHP records, updated January 2015, indicates no known RCW occurrence within 1.0 mile of the study area. Cooley's meadowrue: Habitat Description: Cooley's meadowrue, documented in the Pine Savanna natural community, occurs in circumneutral soils in sunny, moist to wet grass-sedge bogs, wet-pine savannas over calcareous clays, and savannah-like areas, often at the ecotones of intermittent drainages or non-riverine swamp forests. This rhizomatous perennial herb is also found along plowed firebreaks, roadside ditches and rights-of- way, forest clearings dominated by grass or sedge, and power line or utility rights-of- way. The species requires some type of disturbance (e.g., mowing, clearing, periodic fire) to maintain its open habitat. The plant typically occurs on slightly acidic (pH 5.8- 6.6) soils that are loamy fine sand, sandy loam, or fine sandy loam; at least seasonally moist or saturated; and mapped as Foreston, Grifton, Muckalee, Torhunta, or Woodington series. Biological Conclusion: May Affect — Not Likely to Adversely Affect Suitable habitat for Cooley's meadowrue is present in the study area along roadside shoulders and utility easements. A survey for rough-leaf loosestrife was conducted during the growing season and no individuals were found. Rough-leaf loosestrife: Habitat Description: Rough-leaved loosestrife, endemic to the Coastal Plain and Sandhills of North and South Carolina, generally occurs in the ecotones or edges between longleaf pine uplands and pond pine pocosins in dense shrub and vine growth on moist to seasonally saturated sands and on shallow organic soils overlaying sand (spodosolic soils). Occurrences are found in such disturbed habitats as roadside depressions, maintained power and utility line rights-of-way, firebreaks, and trails. The species prefers full sunlight, is shade intolerant, and requires areas of disturbance (e.g., clearing, mowing, and periodic burning) where the overstory is minimal. It can, however, persist vegetatively for many years in overgrown, fire- suppressed areas. Blaney, Gilead, Johnston, Kalmia, Leon, Mandarin, Murville, Torhunta, and Vaucluse are some of the soil series that the plant occurs on. Biological Conclusion: May Affect — Not Likely to Adversely Affect Suitable habitat for rough-leaf loosestrife is present in the study area along roadside shoulders and utility easements. A survey for rough-leaf loosestrife was conducted during the growing season and no individuals were found. Question 16 — FEMA Co-ordination The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program (FMP), to determine status of project with regard to applicability of NCDOT'S Memorandum of Agreement, or approval of a Conditional Letter of Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR). Question 30 — Prime or Important Farmland Soil A preliminary screening of farmland conversion impacts in the project area has been completed (NRCS Form AD-1006 for point projects, Part VI only) as part of the Community Impact Assessment (April 2015), and a total score of 71 out of 160 points was calculated for the B-4438 project site. Since the total site assessment score exceeds the 60-point threshold established by NRCS, notable project impacts to eligible soils are anticipated. All alternatives studied are anticipated to have approximately the same impact to eligible soils. H. Proiect Commitments See Attached Project Commitments Greensheet I. Categorical Exclusion Approval STIP Project No. WBS Element Federal Project No. Prepared By: �a /�rl�c� i � Date 8-4438 38365.1.2 BRSTP-211 (18) �� Julie FI ch-Pate, Moffatt & Nichol � �-- i-�� , LEED AP Prepared For: NCDOT Pra �ct Deliv+� Team North Carolina Department of Transportation Reviewed 6y: S ti�1-�� d � Rd'bert Deaton, P�oject Development Engineer Project Delivery Team North Carolina Department of Transportation � Approved • If Type I(Non-Ground D'rsturbing) Categorical Exclusion i�i�iari aawri ui�:vUi�A:' �T Srnv7' av y�.ivJiivri v. • If Type I or Type II (Ground Disturbing} Categorical Exclusions with an answer of "no" to all of the threshold questions (1 through 7) of Section F. � Certified �Z,'��' � Date • If Type I(Non-Ground Disturbing) Categorical Exclusion with an answer of "yes" to question 3. • If Type I or Type II (Ground Disturbing) Categorical Exciusions with an answer of "yes" to any of the threshold questions (1 through 7) of Section F. •!f classified as Type III Categorical Exclusion. . Brian Yamamoto, PE,,�eputy Team Lead Project Delivery Group North Carolina Department of Transportation FHWA Approved: For Projects Certified by NCDOT (above), FHWA signature required. N/A Date John F. Sullivan, III, PE, Division Federal Highway Administration Administrator PROJECT COMMITMENTS Proposed Replacement of Bridge Number 47 On NC 211 Over Bear Pen Island Swamp Brunswick County, North Carolina Federal Aid Project No. BRST-211 (18) WBS No. 38365.1.2 TIP Project No. B-4438 Hydraulics Unit - FEMA Coordination The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program (FMP) to determine the status of the project with regard to applicability of NCDOT's Memorandum of Agreement with FMP (dated Apri122, 2013, modified February 5, 2015), or approval of a Conditional Letter of Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR). Division 3 Construction This project involves construction activities on or adjacent to FEMA-regulated steam(s). Therefore, the Division shall submit sealed as-built construction plans to the Hydraulics Unit upon completion of project construction, certifying that the drainage structure(s) and roadway embankment that are located within the 100-year floodplain were built as shown in the construction plans, both horizontally and vertically. Categorical Exclusion Page 1 of 1 Green Sheet December 2017 `� County � � � ,.. � ;a �� Surface Water �-----� L_____�County Boundary Municipal Boundary � Airport / = 1 �NJ i i ��a �� p�Ae �' � � ��.�_/� <� � -4438 � 0 1.25 2.5 5 Miles Resource: NCDOT GIS, NCDENR DWQ. yb��°�� NORTH CAROLINA DEPARTMENT OF TRANSPORTATION s � DIVISION OF HIGHWAYS PROJECT DEVELOPMENTAND ��..� ENVIRONMENTALANALYSIS UNIT BRUNSWICK COUNTY BRIDGE NO. 47 ON NC 211 OVER BRANCH OF JUNIPER CREEK B-4438 WBS No. 38365.1.2 FIGURE 1 VICINITY _s. �i . +rt,�'�t. �. � - � ��C . a '•r.".r "` - - �.... yi � :� : . � , i �•��." r .-,+ . 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RADIUS Nti�X. G RAD E K sag K crest S E Nti�X. CLASSIFICATION TE RRAI N = DESIGN EXCEPTION = DATA � � r� �"� r,=,-�� ,�' � ��-*-� �: � _� ., h 'NLB - - - - - - - - f Y 1 �v. r � > � -S � � 11 1 � � �� r�� t'��c-r`�� i � r� rf`'� tr-�"� �'" - �'J( eiM _ J � 1 �� _�-� � � � � � � �,� �l� ,� � _---�� \-� � � ��- � � _9�M- - ��Le� -� -� �- � � � � ��e / � � � � � �11 �— � — �e�M � — � — � — —�— .�— � — BEGIN BRIDGE -ALT 2- ST Ae 2/ f 54v00 +/ - END BR/DGE -ALT 2 - ST Ao 22 +59000 +/ - � � � � �^ � / W — --- �I � � � � � � � � �� F � O �� 7 � � � � N , ^ (� Q �59.0� �� _ � \ � � ITYPE -77 — I ��B ---- N � _ � —__ � �� Q J 1`ti�r��J -r� I �Q o . z m � ��, � � �� I� AAS HTO 60 MPH 1700 3000 9% 55% 6% 9% 1330' 5% 136 151 0.06 MAJOR COLLECTOR LEVEL wA VAR. SLOPE SEE X-SECTIONS � 3'•� �� 11' W/GR 08 � -ALT2- 12' ! 12' , OZ 8' 12' GRADE POI NT 02 , 08 \ 4:� ROADWAY TYPICAL SECTION % 6:� VAR. SLOPE SEE X-SECTIONS 3' 3' �� z , �� I � � � Z ��e v �� J � , �� \c r ��' , �. � `� `� � ��.� �� -ALT2- �n' r.i F�R Rnnnwnv BRIDGE TYPICAL SECTION C � � � � � � � � � Q � � �, � � � � m � � � � � � � � 3 � � 0 � � � � � � m � 0 0 Q � � � �� o� �� -ALT 2 - Pl Sta 23+92.82 Pl Sta 28+89.89 p= 4° 3/' 23.2" �RT l 0= 4° 3/' 23.2" lLT ) D= l° 4/' 24.5" D= 0° 37' 22.0" L = 267.62' L = 726.28' T = 133.88' T = 363.33' R = 3,390.00' R = 9,200.00' SE _ .04 SE = NC DS = 60 mph DS = 60 mph lNC = 27.75' lNC = N/A � N � N � N O � � � BR 1� l — 2 � F— N � - Q , W I , � — — — � —WLB— — — — — — — — — — — — — — — — — (�^1 � � � � � � � � -W�� -��- 3 - � - � -� �- �- � -�'�- � - � -�- - v 1 \ � �_� � � � � � � � � � � � � � � � � � R � � � � � � � � � �� -��--------__ � R � � � � � � � � � � 1�--�� -- \ � � � � � � � � � � � � � � � �—�_� �_ � � � F� � � � � � � � � � � � � � GRAU 350 TL-3 — — — — — — — — � � \ 25' L' � � � � � � — _ � � � — � — � — � —� a,�'— —�. �. — � — � — � � —�— e,�-P� � —� -� � � —�-�- — — — — — — — F TAF Q - - - - - - -a�M - - _ _ N \ � -------- � -- �� .�, ,� ,- �� , ,-, � � � �-� - - - _- ------ _ -- - �� . r �. � � � �'� � ^ ,-�c � ,-�� Z , � .��, � `- � r�� kr�U. ��v-��r� � v-'-k�� v-' ��r�kr��-�,-��, r�� v-'�'�s' � v��s�� v-' � v-'� v�-v-' �, `�� $•1 z END T lP PROJECT B-4438 � —ALT 2 — ST Ao 3/ +35000 / - - - --- --- � - ��--s�-o�r-�------ -- �___— � 27" F -------- � M � I N � � � � �' \ J � � � � � — 1� R TH 1�l E�!�l T • 0 F ��s' -� v-s -� v s kr��r� � N � � � O � � � i � J Q -- — � --- �; ZYP _ — � - — �� - - � - � �-- �— --- � — — — —INLB— — — — — — — — — r; � ��- —�'LB— — — — — — — — — — — .— — — — — — — — — F � � � — — — � � fr, „r�- ;� n � � � � � ^- - '� � � '-� J - � - _�� -r r�, � �� [� - ��-s��-�7 r r��`-z_r �� --r`� '� -rr`� z r'�s��_ � n-' _�� ,_ r-r� ��-�-� r _ � � "� s _ L � �- � � � � � � � � � � � �`�`-�-r'�� -1'�'� �'��_ c '�1� � � � � � � �� -��s'�'�_ r r `,��r � �'��s� �,e --------- = r'�, -- �-e�M--------------a�M--_ � �_ _ ',' `-� - �'� c, �� - - - �r� ��" `tr' ��-rt,�� r��-'�-v-��v�`-� �v-'��'-�'��-' � ti`� �' t�� -� � -� - � - � 5 �.;, r� � y v'' ti�r z-� � c�� -;� � -�� - - - - � � �ti.� � - � , � �;�� v� ��`�`r ,� _ � � �� • - -�e�M • ?\ rV �_c-�!-�� -� �_ ��' ti•�sr �L�r�'>��-r�� s'l �-� ��'-�_r�Zrr�- r�'�-��'�s' ��'�� ,�ti��^-s�'�L � J ` �-f � '�`-�' ° ; rJ �; � � ,-c� '�-��_rn r�. r _ - � _ � _r r� f � M 8' < �� 11' W/GR VAR. SLOPE SEE X—SECTIONS � � 3 �� ,: � -ALT2- 12' � 12' �� 8' , , 12' i � I � GRADE � POI NT � , 02 � 02 08 4:� ROADWAY TYPICAL SECTION VAR. SLOPE 3'1 SEE X—SECTIONS b:l 3' � ALT2- 30' CLEAR ROADWAY 12' ! 12' GRADE POI NT , 02 02 BRIDGE TYPICAL SECTION /� �r DESIGN SPEED ADT 2015 ADT 2040 K D D UAL TTST MIN. RADIUS MAX. G RAD E 3' K sa g K c rest S E Nti�X. CLASSIFICATION TERRAIN DESIGN EXCEPTION FOR -ALT 2- PROFILE SEE SHEET 8 � BRIDGE APPROACH SLAB 1 1 1 11 1 1 1 1 1 �_�_1 AASHTO = 60 MPH = 1700 = 3000 = 9% = 55% = 6% = 9% = 1330' = 5% = 136 = 151 = 0.06 = MAJOR COLLECTOR = LEVE L = wA 1�E LI 1�1ME1�T M I1�T 11� T FFI \vl ��J � N' O � � O � � � i ti Q � -ALT2- S 43° 58' 59.0" E �-�o ti � �`� c�'i ti,�o �o �j NC 2/l fGREEN SWAMP ROADI �� ANTICIPATED DESIGN REGIONAL TIER DESIGN STANDARDS = � � � � � � � Q � L � � � � m � � � � � 3 � � � � � � � � � m � � � Q U � � � �� o� N� \� �� ' PROJECT REFERENCE NO. SHEET NO. r p B -4438 8 � � ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��.s�'s �'s ��.s�� I II�� IV�'J[` �TSE 1F�1[8 % W .��UdSI'Il'I�N —A�T2— � _- - - - - - - o - - - - - � � � � � 0 . 0 0 N � DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED N . . . . . . . . . . . . . l . . . . . . . .. . . . . . . .. . . .. . .. . . . .. .. . , .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4700 FALLS OF NEUSE ROAD. SUITE 300 I� � � �� „ m o f f a t t& n i c h o I �g 19) 78 1-4162 6N�VOICE CAR09 19A 78?�4869 FAX PE F-0105 � ' Pl =_ l5 +50.00 i� Pl = 17+50.00 � �v EL - 64.77 ! EL = 63.75' � _ , ! �� KC= 173� I�� VC = l80' END BRIDGE _ - - - � DS 60 m h ' K- 222 ALT 2 ST A 22 +59 +/ � � '° � DS = 75 mph � � BEGIN BRIDGE � � -ALT 2 - STA 2/ +54 +/ - mW � � +I .300 % � �0.5/ " � +�0. — — — -- — — ---- — — ---- — — ---- — — -- — — 1'� . f6 °e— —1 0:.�6 � —� -- -- � — _ - - - - - ---- - -- — — — — - - — - — — I � � I � � ,�. ^ � �. --- I I I I � � - I I I I _ � _ _ , , . , , , , , , _ � _ � . FOR -ALT 2 - PLAN SEE SHEET 6 10 11 12 13 14 15 16 17 18 19 20 21 22 23 - - —A�T2— o_ o �� - � _ __. _ __ ___._ ____ � _ N �i _ � - = Pl = 24+00.00 � , � � , , � _ � - � �-� � �� - EL - 65.70 --- ---- — -- --- � , � � _ ___�_- _ _-_ ___ ____ ____ __ VC = l80' __ ___ ______ - . K = � _ = Pl = 28 f70.00 � � _ 99 � EL = 62.86' � �, '� DS = 65 mph . . . _ _ . . _ VC = l80 _ _ _ _ - - _ _ _ _ ___ _ - --- - K = /99 � : a W : : : : : : : � — —_ ' �� DS = 70 mph � � : _ , � � , _ _- I � : ( +10. 000 � - 0.60 3/ � „ ___---- =�0. 0 3 e l+) D% __ — _— — -- , � -- � - --- - - - � -- - -- , � �` r' : � -� �--_ - "' v ` J- � � - __ _ �- . _ _ - -��- : - - - - - - _ . . . . . . _ 1 . .. . . . . . . . . . . . . . .. . . .._ . . . . _ . .. . . . . . . . . _ . _ . .. . . .._ . .. . . . . . . . . . . . . . _ . . . . . . _ . . . . . . . . . . . . . . . _ .. _. . . . .. . . . . . . . . . . . . . . . . _ . . . . . _ . . . . . . . . . . . . . _ � . . . .. . . . . .. .. _ . . . . . . . . . _ . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . _- .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .._ -_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . .. . . . , . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . .. . . . , . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._�i . �._ .. . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ - _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. - _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . ,.. . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .._ . .._ . . . . . . . . . . . . .._ . . . . . . . . .. . . . .._ . .._ . . . . . . . . . . . . . . . . . . .._ . . . . . - . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . .. . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , �� „ FOR -ALT 2- PLAN SEE SHEET 7 23 24 25 26 27 28 29 30 31 32 33 Project Tracking No.: 15-02-0012 NO NATIONAL REGISTER OF HISTORIC PLACES p�,'��'�� ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES ,�� ' Q �� PRESENT OR AFFECTED FORM �'� �_ � , �4 p�;-E��I {�. .��— � , o `' ¢ q��°.�,�y��:� This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ��;`•:,,,::T �� .�' valid for Historic Architecture and Landscapes. You must consult separately with the `'�� Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No. WBS No: F.A. No: B-4438 County: Document.• Brunswick 38365.1.2 N/A Federal Permit Required? Minimum Criteria Sheet or PCE Funding.• � State ❑ Federal � Yes ❑ No Permit Type: NWP Project Description: The NCDOT proposes to replace Bridge No. 47 on NC 211 over Bear Pen Islands Swamp in Brunswick County. As defined by the NCDOT, the Area of Potential Effects (APE) for archaeology measures approximately 1,400 feet (426.72 m) long (centered on the mid point of the existing bridge). The corridor is approximately 200 feet (91.44 m) wide, extending 100 feet (30.48 m) on each side of the centerline of the roadway/bridge. SUMMARY OF ARCHAEOLOGICAL FINDINGS The North Carolina Department of Transportation (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 REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR�'SENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programma[ic Agreement. 1 of 13 Project Tracking No.: 15-02-0012 RECOMMENDATION An archaeological survey and evaluation of the proposed replacement of Bridge No. 47 on NC 211 over Bear Pen Islands Swamp in Brunswick County was conducted on April 14, 2015 by Terri Russ and Laura Griesmer of Environmental Services, Inc. (ESI). As a result of the investigations, no archaeological sites were located within the project's 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: � I � i � ❑ Previous Survey Info � Photos ❑Correspondence f �'{ �'�� Apri127, 2015 NCDOT ARCHAEOLOGIST Date "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR�'SENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programma[ic Agreement. 2of13 Project Tracking No.: 15-02-0012 Brief description of review activities, results of review, and conclusions: ESI conducted an intensive archaeological survey for the replacement of Bridge No. 47 on NC 211 over Bear Pen Islands Swamp in Brunswick County, North Carolina (Figures 1 and 2). As defined by the NCDOT, the survey area (Area of Potential Effects [APE]) for archaeology measures approximately 1,400 feet (426.72 m) long (centered on the mid-point of the existing bridge). The corridor is approximately 200 feet (91.44 m) wide, extending 100 feet (30.48 m) on each side of the centerline of the roadway/bridge. A portion of the APE is located on State-owned property (Juniper Creek Game Land, managed by the Wildlife Resources Commission). As such, a State Archaeological Resources Protection Act (ARPA) permit was obtained prior to initiation of fieldwork (ARPA Permit #116). Background Summary A map review and site file search conducted by NCDOT on 9 February 2015 revealed that no comprehensive archaeological survey of this bridge has been conducted; however, one previously recorded archaeological site has been identified within a one-half mile radius of the APE. Site 31BW380 is located outside of the APE on the southeast side of Bear Pen Islands Swamp. The site, identified in 1980 by Coastal Zone Resources, was recorded as a surface scatter of prehistoric ceramics within a previously clearcut and graded area on the southeast side of the swamp. A search of the North Carolina State Historic Preservation Office online database (HPOWEB GIS Service) revealed no previously recorded historic architectural resources within the APE that have the potential to yield intact archaeological deposits. Topographic maps, aerial photography, United States Department of Agriculture (USDA) soil survey maps, and historic maps were examined for information on natural or cultural factors that might have affected site locations or preservation. Earlier maps of the vicinity, including the 1910 county map, c. 1930�3 Rural Delivery Route map, and 1930 County Road Survey do not appear to show a road in this area at all (Figures 3�). Although the current bridge was constructed in 1954, the 1962 highway map of Brunswick County (Figure 5) is the earliest clear depiction of the current road alignment and bridge. No structures in the vicinity of the APE are depicted on any of these maps. Environmental Setting The APE is located within the Lower Coastal Plain physiographic region and consists of the floodplain and adjacent T1 terraces of Bear Pen Islands Swamp. NC 211 (Green Swamp Road NW) crosses Bear Pen Islands Swamp roughly northwest to southeast. Bear Pen Island Swamp drains southeast into Juniper Creek, eventually flowing into the Waccamaw River within the Lumber River Basin. Map units (soil series) are named for the major soil or soils within the unit, but may have minor inclusions of other soils (NRCS 2014). The floodplain of the APE is mapped as Dorovan muck, a very poorly drained, frequently flooded soil series (Table 1). The adjacent terrace on either side of the floodplain is mapped as Foreston loamy fne sand, a moderately well drained, nearly level soil series encountered on flats and broad interstream divides. Table 1: Project Area Soils Soil Name Code Slope Drainage Landform Dorovan muck Do —% Very Poorly Floodplains Foreston loamy fine sand Fo —% Moderately Well Flats, Broad interstream divides on marine terraces "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR�'SENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programma[ic Agreement. 3of13 Project Tracking No.: 15-02-0012 The current archaeological investigation included pedestrian (visual) inspection and shovel testing within the APE. Photographs of the project area are shown as Figures 6-14. A systematic visual inspection of the APE was undertaken to search for surface artifacts, above-ground resources, or other signs of cultural activity. A total of eight shovel tests were excavated during the current investigation (see Figure 2 for shovel test locations). The APE was divided into four quadrants (e.g., northeast, southeast) based roughly on their locations relative to the bridge. Each quadrant of the APE is described below. The northwestern quadrant of the APE consisted of a clearcut powerline corridor and adjacent field of scrub pine and vegetation. A wide drainage ditch runs along the side of the existing road (NC 211). The portion of this quadrant south of Little Loop Road was very poorly drained and was surrounded by drainage ditches. Shovel testing was limited to the area north of Little Loop Road, which appeared to be fairly dry and was mapped as containing Foreston loamy fine sand, a moderately well drained soil series. Three shovel tests were excavated in this quadrant of the APE (STs 1-3). ST 1 encountered disturbed soils, likely resulting from timber harvesting or the maintenance and grading of Little Loop Road. Pushpiles of soil, gravel, and asphalt as well as deep ruts and furrows from heavy equipment were noted in the vicinity. ST 2 encountered 20 centimeters of dark grayish brown sandy loam over 20 centimeters of olive brown loamy sand. Subsoil was a brownish yellow sandy clay, encountered at 40 centimeters below ground surface. Soils in ST 3, located near the northeastern edge of the APE, were poorly drained and consisted of 30 centimeters of dark grayish brown sandy loam over a wet, very dark gray loam. The southwestern quadrant of the APE consisted of a maintained pine stand that appeared to have been recently subj ected to controlled burning (see Figure 9). Ground cover in this portion of the APE was limited to low, scrubby vegetation including blueberry, fern, and various grasses. Five shovel tests were excavated in this portion of the APE (STs 4-8). Shovel Tests ST4-7 encountered 20 centimeters of dark grayish brown loamy fine sand over 25 centimeters of light brown sand. Subsoil was a yellowish brown to dark yellowish brown sandy clay. Shovel Test ST8 was poorly drained and consisted of 35 centimeters of very dark gray sandy loam over mottled black and pale brown wet loamy sand. The remaining portions of the APE (the northeastern and southeastern quadrants) consisted of very poorly drained floodplain with standing water visible. No shovel testing was conducted in these areas; however, a systematic visual inspection of the APE was undertaken for surface evidence of historic or prehistoric cultural activity. Excavated shovel tests measured 30 centimeters in diameter and were excavated to sterile subsoil, hydric/saturated soils, the water table, or 75 centimeters below surface (whichever was encountered first). All soils were excavated by natural levels (soil strata) and screened through a 0.25-inch hardware mesh. No artifacts were recovered from any of the shovel tests. Based on the results of the background research and field investigations, no archaeological resources are located within the APE for Bridge No. 47 in Brunswick County. It is recommended that this project be allowed to proceed without concern for impacts to significant cultural resources. Should the boundary of the proposed APE be expanded or moved, additional archaeological investigations may be necessary, as determined in consultation with the NCDOT and/or SHPO per the Programmatic Agreement. .��G�yl�u�� Terri Russ Senior Archaeology Manager Environmental Services, Inc. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR�'SENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programma[ic Agreement. 4of13 Project Tracking No.: 15-02-0012 REFERENCES CITED National Resources Conservation Service (NRCS) 2014 Brunswick County, North Carolina Soil Survey. Natural Resources Conservation Service, United States Department of Agriculture Web Soil Survey. http://websoilsurvey.nres.usda.gov/ accessed 18 March 2015. North Carolina State Highway Commission 1930 Brunswick County, Third District. North Carolina State Highway Commission, Bureau of Public Roads. On file, North Carolina State Archives, Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/2072/rec/75 accessed 23 March 2015. 1953 Brunswick County. North Carolina State Highway and Public Works Commission. On file, North Carolina State Archives, Raleigh. http://dclib.unc.edu/cdm/singleitem/collection/ncmaps/id/7752/rec/82 accessed 23 March 2015. 1962 Brunswick County. North Carolina State Highway Commission, Bureau of Public Roads. On file, North Carolina State Archives, Raleigh.. On file, North Carolina State Archives, Raleigh. http://dc.lib.unc.edu/cdm/compoundobject/collection/ncmaps/id/6491/rec/84 accessed 23 March 2015. Smith, Charles Henry 1910 Map of Brunswick County. On file, North Carolina State Archives, Raleigh. http://dclib.unc.edu/cdm/singleitem/collection/ncmaps/id/306/rec/64 accessed 23 March 2015. United States Bureau of Soils: North Carolina Department of Agriculture 1937 Soil Map, North Carolina, Brunswick County Sheet (1932). On file, North Carolina State Archives, Raleigh. http://dc.lib.unc.edu/cdm/sin�leitem/collection/ncmaps/id/1141/rec/78 accessed 23 March 2015. United States Post Office 1930 Rural Delivery Routes, Brunswick County, North Carolina [c.1930-1943J. On file, North Carolina State Archives, Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/1805/rec/76 accessed 23 March 2015. United States Geological Survey (USGS) 1990 Honey Island, N. C., 7.5-minute topographic quadrangle map. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR�'SENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programma[ic Agreement. Sof13 Project Tracking No.: 15-02-0012 Figure 1. Project Location (Honey Island, NC USGS 7.5-Minute Topographic Quadrangle). 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Ja's'�" �`< f�, � • . - : . . . � ' .'�w''C'� '�r � a�, � ,e� T � r � � "^ � ~�'"''�' � '{5 r"F '�+4. ` '., j , p �r 4 _�''t�:. 'qi '"s- ~ _ . . y+�,� + yy'� � �r ,,,,� . " �, -# „� .• � , • � -; _ �.� �^. +*;,1►,�,r �•� ��• y� � � • _ �' `y y,, � �i �.� -'' w "� . ��y,w;7'.� ``_-^ ii�°..y -•'�.`. ��.�. 'l•' �* r � . f � �, � � ! � „� � `Y i . �"�� ' ''�` � ., � + � _ '�i'?, ` f,► ' � , � . y A. . Eb�.. r' . �, � r��'n r . �� `: 3�-��', •�'��el�` � .��': ��.� i.''�' -� � . �� . ._...J. . _,M�yi C.A�_ . hyLi.• 4.�.T�rifY' f/�.S.Q.Y�:9�+rA'. :ii� � �-..Ii Project Tracking No.: 15-02-0012 http: //dc. lib. unc. edu/cdm/singleitem/collection/ncmaps/id/1805/rec/76 "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR�'SENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programma[ic Agreement. 8of13 Figure 3. Rural Delivery Routes (c. 1930-1943), Brunswick County Figure 4. 1930 Brunswick County Road Map. http: //dc. lib. unc. edu/cdm/singleitem/collection/ncmaps/id/2072/rec/75 Project Tracking No.: 15-02-0012 Figure 6. View of Northwestern Quadrant of APE, facing Northwest. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR�'SENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programma[ic Agreement. 9of13 Figure 5. 1962 Brunswick County Road Map http: //dc. lib. unc. edu/cdm/compoundobject/collection/ncmaps/id/6491 /rec/84 Project Tracking No.: 15-02-0012 "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR�'SENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programma[ic Agreement. 10 of 13 Figure 7. View of Northwestern Quadrant of APE, facing Southeast. Figure 8. View of Northwestern Quadrant of APE, facing Northwest from ST2. Project Tracking No.: 15-02-0012 "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR�'SENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programma[ic Agreement. 11 of 13 Figure 10. View of Northeastern Quadrant of APE, facing East. Project Tracking No.: 15-02-0012 �St. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR�'SENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programma[ic Agreement. 12 of 13 Figure 12. View of Northeastern Quadrant of APE, facing East. Project Tracking No.: 15-02-0012 "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR�'SENT OR AFFECTED" form for Minor Transportation Projects as Qualified in the 2007 Programma[ic Agreement. 13 of 13 Figure 14. View of Bridge No. 47, facing Northwest. Froject Trackiv{g Na ,(lxterxad Clse) ��-a2-oai2 �� .�„� } . ;� , �.� n HISTVRTC ARCHITECTiJRE AND LANDSCAPES ]NU SURVEY REQUTRED FQRM This foran ❑nly pertains tn Histaric Architeeture and Landscapes for this praject. It is not valid for Archaeolagica� Resnurces. You rtaust consu�t separatety with the Archaeolagy Graup. PRDJECT INF(JRMATIUIV Prnject.lVo: B�4438 Cou�tty: 8runswick WBSNo.: 383bS.1,2 Dvc�rment PCE or CE T e: �erl. Ard N'o: I�IA Funding: State Federal Ferleral Yes Na Permit Perrr�it s : T e�s ; Frn'ect Aescri lia�r: Re lacement of Brid e No. 47 �� NC 211 a�er a branch nf Juni er Creek. SUl'►VIMARY flF HIST�JItIC ARCHITE+CTURE AIVD LANDSCAPES REV�EW Descriptian nf review aclivities. results. a�rd co�clusio�rs: Re�iew of HPD quad inaps, HPD GIS in�armatian, histaric designations roster, a�d ind�xes was undertak�n an February 5, 20 i 5. Based on #his re�iew, there are no existing NR, SL, L�, �E, or SS pr�perties in #he Area ❑f Patential Effects, which is approxiranately 7fl4' frnt� eaeh end of the bridge and 1d0' fram the centerline each way. `i'here are nn structures in the APE based on aeriai imagery and Gpogle Maps Street View. Bridge Na. 47 is nat eligik�le f�r National Register Listing based on ihe NCQ�T Historic Bridge Inventory. There are na Nation�l Register listed or eligible properties and no sur�ey is rec�uired. If design plans chang�, ac�ditional reWiew wiil be required. Wh fhe avrlil�rhle in otmation rovides r� r�lia6le b�sis ar reasana6l redicti� thr�t th�re are no u�aidentifed si�ni�cant Iirstvric arclir'tecturcrl ar la�rlscape resnurces i� the prviect r�ren: HPa quad maps ar�d GI5 information recordin� NR, 5L, LD, QE, and SS properties far #he Brunswick �ouniy suruey and Gnagle Maps are cnnsidered valid for the purpnses af d�termining the likelihaod of his#oric resour�es beit�g present. There are na National Register listed ar eligible properties within th� APE atad no sur�ey is required. SUFPORT DDCUPVIENTATIQP+i �Map{s} ❑Previ�us Sur�ey Infv. ❑Photos []Correspondence ❑Design Plans ��1►L}1.I�Cl1;��L�t �I�� r•►:�y : I U Y x�fl 1�1�1 �1:i ��I-II�J:77�►I Histvric Architecture and Landscapes -- N� SURVEY REQUIRED ��`�� NCDC�T Archit�ctural Hxstarian Date Hisrarrc ,4rehrt�cft+re nnd f.arru[rrapes NO SURYIiY RliQ1JIR1iO farm farMiimr 7Yunspnrlafron Projecrs as Qirulffrert rn dlre 1067 ProgramRialic Agrrenip��. Page 1 ❑f 2 �� r {... � �' �f _,�^ja Y� - 4 4. Brunswick County �� 1 , Detour RDute � (31 mifes} �s�M�r�� Alternate Rpuge (24 miles] llnpaved �� ;County Boundary Munfcipai @aundary r� L� *►li��1��1�j*M,�� 1 ��i�� ►��[��f�� r-��'��i�w�.''yl� �#��►�J��1`�� ►�j��- M�+ D �.5 3 5 Miles Resourcy; NCU07 GIS, NC�ENR pY4[�, ��°"TMow I+r6RTH CAR�LINADEPAR7M�NT � � OF 7RAN5P�RTATI4N � aIV151pN pF HIGHWAYS PROJ�CT DEVELQP{I��PJTAI�O �� NViR�ONMENTALANALY515 UNI7 BRUNswicK cvun��r �RIDGE N�. 47 QN NC 2�1 OV�R BRAIVCH DF JllPIdPER CREEK [Bear Pen Islands 5wampj 8-4438 VIBS No. 383B5.1.2 FIGURE 1 VICINITY � � ., f ! s°��{ � i �5.s �}��S \ � K � � f �i. �y�i��,j`�ds 7 �� * , � �,, :: � :. � �:., ��.� ti .,� � , " � �wtix . . . 4� � r y.p. � . �r : !� r �r ��r-�k 1 � k. f 5 . � �p,A� � {: !S�l ,� '�. �'�,:- �k . �� - .,�Y � �� . , � r � . ,} . �A� �'�,'; .. �. '� ��,w'i xi��'aS`k i -r �:�i .�t . � ��.it ¢;�� ;. � ' � ��- �� : k: ;3>� � . ::�;, . - ' . {. . .: : :.. . ...� -- - . .. - . _ c;. . - _ , � , �w f �f : � �.. • £�-1�i r'". _r.� *� • • ,•��# _ . 1 ' �'�� ; �� _ • K �� , �� :"�: : � . � .�,k� �� : : . ,. _ , s . .�. � . .: