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HomeMy WebLinkAbout20221112 Ver 1_19-08-0004_EffectsSigned_20220818Project Tracking No. (Internal Use 19-08-0004 VM.*-- HISTORIC ARCHITECTURE AND LANDSCAPES 5 ASSESSMENT OF EFFECTS 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: County: Pasquotank WBSNo.: 17BP.1.R.88 Document Type: Federal CE Fed. Aid No: Funding: ® State ❑ Federal Federal Permits : ® Yes ❑ No Permit Typ e s : USACE Project Description: Replace Bridge No. 5 on SR 1103 (Esclip Rd) over Chapel Creek. SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW Description of review activities, results, and conclusions: This project is state -funded with federal permits or funding. The National Register eligible Union United Methodist Church (PK0808) is within the project area. An Effects Meeting was held on January 27, 2022. The findings are as follows. ASSESSMENT OF EFFECTS Property Name: Union United Methodist Status: DE Church Survey Site No.: PK0808 PIN. - Effects ❑ No Effect ® No Adverse Effect ❑ Adverse Effect Explanation of Effects Determination: There will be no adverse effect to the resource with the condition of a two -bar metal rail for the new bridge. List of Environmental Commitments: The grave sites will be marked by orange safety fencing; the staging area will remain within existing ROW and will be noted on final plans. Historic Architecture and Landscapes EFFECTS ASSESSMENT form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Page 1 of 2 SUPPORT DOCUMENTATION ❑Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ®Design Plans FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE Historic Architecture and Landscapes —ASSESSMENT OF EFFECTS DocuSigned by: 08/08/2022 NCDOT Architectural Historian Date —DocuSigned by: kmtt, 2"t, 08/08/2022 State Historic Preservation Office Representative Date gned by: K bayu)-s Federal Agency Representative 08/17/2022 Date Historic Architecture and Landscapes /iFFFCTSASSFSSMF_NT form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement Page 2 of 2 BEGIWA6EgC 7` P 1.R.Q� -L- PC S � J /1 • ? 7 C7 1 HPB • A 1 n. a \ f " _ CHORY FAMILY FARM ILL DB 1163 PG 436 a CULT CEMET X �VINYL �\ • I Y I - X 4Y \ \ CONC R=22' dEld A 10 CULT KATERINE P.�JRME LIFO ESTATE jEI SAFETY FENCE ALONG GRAVES! ES -L- P1 S10 )5 52$ -j Pl S(o 22.38A8 Pl Sfo 24.95.8E - 26 S5' S4 ' QT)\p - T 25' l6J' (RT) A - lT 38 59P D - 6' Or 52!'- D '" OOA' D - 5' 30' 00.9 " L - 44655' L - /56%' L - 320-0' T - 227.48' J `i T - 7823" •._ T-161.73' R - 950.00' R - ),20623'; R - 4041.74' SE = 06 SE - EXIST- i (b, SE - EXIST V - 50, mph 1- . V - EX)ST "_ V -EXIST L ,_ t % N 5 NVSENGINEERS&CONSULTANTS, INC. 3300 REGENCY PARKWAY, SUITE LOD CAGY, RC 27518 P..c819.85MI12 xrowjm.m PROIECT REFERENCE NO. SHEET NO. l7B 88 4 RVY S M' SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER u-..�Fssu PERMIT DRAWING SHEET 3 OF 11 INCOMPLLE USE MR �E PLANS I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NAD 8yNA 2011 ti ROJECT 17BP.116 is ** A K PLATING ANGELA CE M. A. 20+ 5 LT I25 T 0 RIP 109 7 P 344 Y GEOTExnLE TAPE LN -- - W - -- TO L EXIST Re--� -LYN V PRIC+ K_W ON OB 1109 PG 926 H � 1 R- P IE MIME - o -- -- --- - -WATER LINE REL CATIO R. k 'F lF SSG WOODS '•+INC�+>- 7 O 19+3 _ — — — — — —ems o W_ _ _ K- ro 1)` j Wy/'• (O\' �. ;� YOLA D LE IONARY ERNI £ COLE-G TAL BAPTIST C CH GRAVE SITES — "' -!' \ BFF�\BASEO - SP ' CUT V DR H \ \ ,''� 9DB 12 PG 75 DB 739 P 9 5 SE DEETAIL 4-A 4 �m TEXTILE TMESOK7 71M ��- NO REFERENCE " n Q I _ �J\/ypB I� GAggLppILEE MISSi ARP _ � ro C) p SITE 3 WGEOT1EXT1 P me / \ TO SHOU 0. Pf. �`hpB SITE 1 \ rn v ^m W A- SAFETY FEND NO DECK DRAINS SITE 2 ON BRIDGE P RAP N 0 "51.44' W EOTEzri � -- m. Pr. m <- eau -a Ili 71 � . <rTz, r.�I'fr--:,�`'/ii�l�y.+'J�z,�►Y1'�\� /Ilildlx�.M'�;t�sM'©.� 2SF WOODS i F ' BEGIN APPROACH SLAB -L-STA. 18 + 23.00 END BRIDGE -L-STA.1 +os. GREU TLC TYPE -III .' TYPE -III GREU TL-3 u 0 a o GREU TL-3 TYPE -III i TYPE -III GREU TL-3 a1 EGIN BRIDGE -L- STA. 18+35.0 END APPRO -I- STA. 19+17.00 BRIDGE AND ROADWAY RELATIONSHIP SKETCH SR 1103 BRIDGE NO.5 OVER CHAPEL CREEK (NOT TO SCALE) ALL CONSTRUCTION STAGING WILL ��USEMPERVIOUS DIKES SITE 4 TAKE PLACE WITHIN ROADWAY DEWATERING AND ROADWAY SHOULDERS STREAM & WETLAND IMPACTS - -.,� F F DENOTES FILL IN 17 WETLAND ® DENOTES HAND CLEARING NOTES: DETAIL 4- SPECIAL C CH DENOTES IMPACTS IN SEE SHEET 5 FOR 4-, PROFILE 1 1.1 SURFACE WATER AL ' RIVES- HAVE 10' RADIUS UNLESS OTHERWISE NOTED ` ® DENOTES TEMPORARY /** S SHEET 2C�4 FOR OEOTECH DETAILS IMPACTS IN SURFACE WATER ARn.D= 0 PAVED SHOUL�_ R i RO _L- STA. 14+ 70 15+00 LT - ROM A- STA. IS O 16+50 LT RO 1� SfA. 16 5 16+5 RT ` j ,!4 C; \, \ ROCK PLATING