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HomeMy WebLinkAbout20221207_MHT_SHA AddendumCT MARYLAND DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ADMINISTRATION November 17, 2022 Ms. Elizabeth Hughes State Historic Preservation Officer Maryland Historical Trust 100 Community Place Crownsville MD 21032-2023 Dear Ms. Hughes: Larry Hogan Governor Boyd K. Rutherford Lt. Governor James F. Ports, Jr. Secretary Tim Smith, P.E. Administrator Introduction and Project Description This letter serves to inform the Maryland Historical Trust (MHT) of the finding by the Maryland Department of Transportation State Highway Administration (MDOT SHA) on behalf of the Federal Highway Administration (FHWA) that proposed Project No. WA881B21, US 40 over Conococheague Creek, Bridge No. 2101200 Deck Replacement in Washington County, will have no adverse effect on historic properties. The bridge is a three -span, open spandrel concrete arch bridge from 1936 that was constructed by the State Roads Commission as part of the US 40 improvements. MDOT SHA proposes to replace the bridge's deck, floor beams, parapets and columns, and rehabilitate the existing arch ribs and pier supports in -place. The parapets will be detailed with recesses in the rear face that mimic the current parapet and the front face will have a 3/4" coping with a flat surface below. All spalling concrete on the pier supports will be repaired as a part of this project. The approach roadway at both ends of the bridge will be resurfaced within MDOT SHA right-of-way. The bridge will be closed during construction and a detour will be required. MDOT SHA requires an easement area of approximately 2,788 square feet from Wilson's Bridge Picnic Area on the east side of the bridge in order to construct a temporary access road and temporary bridge that will provide access to Bridge No. 2101200's support piers during construction. This access roadway will not prohibit access to or use of the park. Other areas for temporary construction easements are also proposed as indicated on the MDOT SHA Easement Plan (Attachment IA). Project plans are included as Attachment 1B. Note that all these plans are draft and are subject to change. These plans constitute an interagency/intra-agency deliberative communication that is not for public disclosure under the Annotated Code of Maryland, General Provisions Article § 4-344 (Maryland Public Information Act). Wilson 's Bridge Picnic Area (MHT Easement Area): MDOT SHA also will construct a temporary three -span, 125 -foot x 20 -foot steel and timber structure with precast concrete elements to serve as the bridge piers and a 20 -foot -wide stabilized construction road on fill and gravel with a protective barrier. The bridge will be placed parallel to the north side of MDOT SHA Bridge No. 2101200. On the east bank of Conococheague Creek and within the Wilson's Bridge Picnic Area, a temporary road beneath the MDOT SHA bridge will connect the project's staging area to the work zone. This area is partly within the MHT-held easement area. The photo of a similar temporary road for a bridge project is included (Attachment 2). Construction is 707 North Calvert St., Baltimore, MD 21202 1 410.545.8500 1 1.866.527.0502 1 Maryland Relay TTY 800.735.2258 1 roads.maryland.gov Ms. Elizabeth Hughes Page 2 planned to commence in 2024, and a public meeting will be held to provide information about the project. The Wilson's Bridge Picnic Area includes the 1819 stone arch Wilson's Bridge and both the picnic area and the bridge are owned by Washington County. The property is also a MHT Historic Preservation Easement Property that was given by the County on June 6, 1986. Wilson's Bridge (or National Pike over Conococheague Creek) was listed in the National Register of Historic Places (NRHP) on March 15, 1982 (MIHP No. WA -V-00 1/Easement No. E-239/NRHP No. NR -671) and the NRHP boundary is a square immediately around the bridge. No larger area on either side of the bridge, including any former National Pike right-of-way or the Wilson's Bridge Picnic Area was included in the NRHP boundary. The park is open for public use and contains picnic tables and grills. The picnic area does not contribute to the significance of Wilson's Bridge. Funding Federal funds are anticipated for this project. Area of Potential Effects In determining the Area of Potential Effects (APE) for this project, MDOT SHA considered possible visual, audible, atmospheric and/or physical impacts to historic properties, both archaeological sites and standing structures, which would diminish the integrity of any characteristics that would qualify a property for the NRHP. The APE has been defined as the limits of disturbance (LOD) including the areas where right-of-way or easements are required, as indicated on the attached USGS quadrangle map for Mason-Dixon (Attachment 3). The archaeology survey area is also defined as the LOD. Identification Methods and Results Potentially significant architectural and archaeological resources were both researched as part of the historic properties investigation instigated by the proposed bridge rehabilitation project. Architecture: MDOT SHA Architectural Historian Anne E. Bruder consulted the SHA-GIS Cultural Resources Database, maps, tax records, right-of-way plats and State Roads Commission plans (from 1926 through 1986), newspapers and photographs, and the Maryland Inventory of Historic Properties (MIHP) form for Bridge No. 2101200 (WA -V-211), which was determined eligible for the NRHP by MDOT SHA on February 27, 2001. MHT concurred with the determination on April 3, 2001. Bridge 2101200 is included in the Historic Highway Bridge Program as a Preservation Priority Bridge. It is one of three open spandrel arch bridges in the Ms. Elizabeth Hughes Page 3 state. Ms. Bruder also consulted the NRHP form for Wilson's Bridge (WA -V-11), which is the only other standing historic property immediately adjacent to Bridge No. 2101200 in the APE. Wilson's Bridge is also a MHT Easement Property within the Wilson's Bridge Park. The Wilson's Bridge viewshed includes Bridge 2101200, but no work will occur at or to the historic bridge or in the creek within its NRHP boundary. Field visits were conducted on April 12, August 9, and October 15, 2022. Standing structures listed in the MIHP: MDOT SHA has prepared an Addendum Form (Attachment 4) for a building that stood on the west side of Bridge No. 2101200 prior to its demolition. The structure called "Log Cabin (Site)" MIHP No. WA -V-002 in the MIHP form, was identified in the 1978 Washington County Standing Structures Survey as a 1-1/2 story, three -bay log structure on a field stone base. An article in the Hagerstown Daily Mail from August 21, 1976, states that the property then belonged to Eva Bowers and her sisters who were the daughters of John Jacob and Mazie Bowers who purchased the property in 1900. Eva Bowers described the property based on her recollections of her childhood. In addition to the dwelling, it included a blacksmith shop, a smoke house and a stable. Ms. Bowers stated that her father ran the blacksmith shop, but he also worked as a grocer according to the 1920 U.S. Census. The 1877 Lake, Griffing & Stevenson Atlas of Washington County lists a D. Bowers as living in Wilson that year and his house was on the west side of the National Pike, while the blacksmith shop was on the north side of what is now Rufus Wilson Road within the village of Wilson. As noted, the "Log Cabin (Site)" has been demolished. Although MDOT SHA has coordinated with MHT staff about the MIHP boundary for the Wilson Survey District (MIHP No. WA -V-447), we have not prepared any additional information about the standing structures within the boundary since the project's APE will not extend beyond the US 40 Alt. right-of-way limits on the north side of the district's boundary. Within the right-of-way, MDOT SHA will pave the highway at the approach of the bridge but that will be at -grade and will not introduce any new visual or physical elements that would alter the character of any eligible or listed standing structure. Both the Rufus Wilson House and Wilson School that stand on the south side of Rufus Wilson Road are well outside the project's APE. MHT Easement Area: As noted, the Wilson's Bridge Picnic Area consists of grass, trees, a parking lot, picnic tables and grills. In the vicinity of the SHA bridge, it is a dirt path (Attachment 5). As described above, MDOT SHA will cover this area with geotextile fabric, fill and gravel to create a temporary road from the staging area to a temporary bridge parallel to Bridge 2101200. There are not standing historic properties in this vicinity and the changes required during construction will be removed and the area restored to its preconstruction appearance. MDOT SHA therefore requests that the MHT Easement Committee review the Ms. Elizabeth Hughes Page 4 project description, photos and easement plat showing the area required for the temporary easement within the MHT Easement Area and agree to this temporary use. The reconstruction of Bridge No. 2101200 will require that the concrete columns be removed to the top of each arch rib so that the columns and superstructure can be reconstructed, including adding new parapets as described above. The pier supports, including the concrete bullnoses, will also be repaired. As noted, the parapets will be closed rather that retaining the open picket railing that is currently in place. This is due to the unsafe condition of the open railing and the legal speed limit of 50 m.p.h. on the bridge. This speed limit exceeds the maximum speed limit of 45 m.p.h. that MDOT SHA requires in order to use a crash -tested open parapet for such bridges. MDOT SHA used a similar parapet type on Bridge No. 0301900, the Patapsco River Bridge, US 40 over the Patapsco River, which is one of three open spandrel, concrete arch bridges on the state's highway system. MDOT SHA has determined that the rehabilitation and widening of the deck on Bridge 2101200 will have no adverse effect on historic properties, including Bridge No. 2101200, US 40 Alt. over the Conococheague Creek and Wilson's Bridge. We make this determination because Bridge No. 2101200 is significant as an open spandrel arch bridge. Both the design of its character defining features and the views of it from the park or Wilson's Bridge will not be altered. As a result, the Secretary of the Interior's Standards for Treatment of Historic Properties (Rehabilitation) found at 36 CFR Part 68 as also met since no part of the rehabilitation will create false historic details and the historic character of the bridge will be preserved. MDOT SHA's effect finding is summarized in Attachment 5 in the Effects Table. Archaeology: MDOT SHA Consultant Archaeologist Kristofer Beadenkopf assessed the potential of the survey area based on review of the SHA-GIS Cultural Resources Database, historic maps, Google Street view imagery, aerial photographs, LiDAR imagery, construction plans, right-of-way plats, and soil survey data. The archaeology survey area is defined as the LOD and is mostly confined to the bridge superstructure. However, access to the bridge will be required by building a stabilized construction entrance and a temporary access road in the southeastern quadrant of the bridge. The temporary access road that originates in the southeastern quadrant of the bridge will also extend along the bank of the creek and under the bridge and into the northeastern quadrant of the bridge into the MHT Historic Preservation Easement Property. One prior archaeological investigation included the survey area (Wesler et al. 1981) but no archaeological resources have been identified within the survey area. Historic maps from 1877 to 1924 do not depict any development within the survey area. Historic highway as -built plans from 1936 show several frame cabins within the floodplain and in the vicinity of the proposed access road in the southeastern quadrant of the bridge and a one-story frame building and to the north of Ms. Elizabeth Hughes Page 5 the portion of the temporary access road that extends under the bridge into the northeastern quadrant of the bridge. The one-story frame building to the northeast of the bridge and cabin buildings that once stood to the southeast were likely constructed in the 1920s or early 1930s and appear to have been used for seasonal recreation. Although these cabins appear on a 1976 MDOT SHA plat map (which carried over information from the 1936 plat), they are not visible on historic aerials from 1958 through 1989 and were presumably damaged or destroyed by the severe flooding that occurred in the area in 1936 or 1952, or another flood event prior to 1958 (Hagerstown Morning Herald Mark 19, 1936 pg.l l; Hagerstown Daily Mail March 12, 1952 pp. 1-2). More permanent dwellings fronting Gateway Avenue are depicted in the southeastern quadrant of the bridge on the 1944 USGS topographic quadrangle. One of the buildings is located within the survey area of the proposed southeastern access road. As shown through historic aerial photographs, that building was demolished between 1982 and 1989. The SSURGO Soil Survey for Washington County describes soils within the survey area as Philo silt loam as well as Lindside silt loam and topography within the survey area varies from steeply sloped to the west of the bridge and floodplain to the east of the bridge. The western portions of the survey area are steeply sloped and not conducive to precontact occupation. Given topography, evidence of frequent flooding and demolition disturbance, the western part of the survey area lacks the potential to contain intact or archaeologically significant deposits. The northeastern portion of the survey area was modified and filled during the construction of US 40 and lacks the potential to contain intact or archaeologically significant deposits. Although located adjacent to a source of potable surface water, the southeastern portion of the survey area has been disturbed by the construction and subsequent demolition of the dwellings in the 1940s and 1980s respectively. In addition, the area of the southeastern portion of the survey area closest to Conococheague Creek is within the active floodplain and would not have been conducive for precontact habitation; any precontact archaeological resources that may exist in that area are likely to have been eroded by flooding. Likewise, any early twentieth century historic deposits associated with the recreational cabins and mid -twentieth century permanent houses would have been eroded away or disturbed by demolition activities. The proposed activities within the southeastern/northeastern portion of the survey area are limited to minor grading to construct a stabilized construction entrance off of Gateway Avenue and placement of geotextile fabric and stone on the existing ground surface to establish an access road to the creek. Based on prior disturbance, these activities do not have the potential to affect any intact or significant archaeological deposits. Ms. Elizabeth Hughes Page 6 Given the low archaeological potential and evidence for prior disturbance, the proposed work is unlikely to affect intact, significant archaeological resources. No further work is recommended. Review Request Please examine the attached maps and plans. We request your concurrence by December 18, 2022, that there would be no adverse effects on historic properties by the deck replacement of Bridge No. 2101200, US 40 Alt. over Conococheague Creek. By electronic copy, we invite the Washington County Historic District Commission, Washington County Historical Trust, the Heart of the Civil War Heritage Area and the Washington County Advisory Committee to provide comments and participate in the Section 106 process. Pursuant to the requirements of the implementing regulations found at 36 CFR Part 800, MDOT SHA seeks their assistance in identifying historic preservation issues as they relate to this specific project (see 36 CFR §800.2(c)(3) and (5), and §800.3(f) for information regarding the identification and participation of consulting parties, and §800.4, and §800.5 regarding the identification of historic properties and assessment of effects). For additional information regarding the Section 106 regulations, see the Advisory Council on Historic Preservation's website, www.achp.gov, or contact the Maryland Department of Transportation State Highway Administration or the Maryland Historical Trust. If no response is received by December 18, 2022, we will assume that these offices decline to participate. Please contact Ms. Anne E. Bruder at 410-545-8559 or abruder@mdot.maryland.gov with questions regarding standing structures for this project. Mr. Kristofer Beadenkopf may be reached at 410-545-8507 or kbeadenkopf.consultant@mdot.maryland.gov with concerns regarding archaeology. Sincerely, Digitally signed by Steve Archer Adobe Acrobat (�C-.•— version: 2022.002.20212 Steve Archer Acting Assistant Division Chief Environmental Planning Division Ms. Elizabeth Hughes Page 7 Attachments cc: Ms. Jill Baker, Director, Washington County Department of Planning and Zoning (w/Attachments 1-5) Ms. Linda Irvin -Craig, Co -Chair, Washington County Historical Advisory Committee (w/Attachments 1-5) Ms. Elizabeth Scott Shatto, Heart of the Civil War Heritage Area (w/Attachments 2-5) Ms. Pat Schooley, Washington County Historical Trust, Inc. (w/ Attachments 2-5) Mr. Ralph Young, Co -Chair, Washington County Historical Advisory Committee (w/Attachments 1-5) Mr. Steve Archer, Acting Assistant Division Chief, MDOT SHA-EPLD Ms. Anne E. Bruder, Architectural Historian, MDOT SHA-EPLD (w/Attachments) Mr. Kristofer Beadenkopf, Archaeologist, MDOT SHA-EPLD (w/Attachments) Mr. Bob Maimone, Environmental Manager, MDOT SHA-EPLD (w/Attachments) Mr. John Narer, Project Manager, MDOT SHA-OOS Concurrence with the MDOT State Highway Administration's Determination(s) of Eligibility and/or Effects Project Number: Project Name: Rehabilitation County: Letter Date: WA881B21 MHT Log No. US 40 Alt. over Conococheague Creek Bridge No. 2101200 Washington November 18, 2022 The Maryland Historical Trust has reviewed the documentation attached to the referenced letter and concurs with the MDOT State Highway Administration's determinations as follows: Eligibility (as noted in the Eligibility Table [N/A]): [ 1 Concur Do Not Concur Effect (as noted in the Effects Table [Attachment 6]): [ ] No Properties Affected [ ] No Adverse Effect [ ] Conditioned upon the following action(s) (see comments below) [ ] Adverse Effect Comments: IM MD State Historic Preservation Office/ Date Maryland Historical Trust Return by U.S. Mail or Facsimile to: Mr. Steve Archer, Acting Assistant Division Chief, Environmental Planning Division, MDOT State Highway Administration, P.O. Box 717, Baltimore, MD 21203-0717 Telephone: 410-545-8870 and Facsimile: 410-209-5046 A Proj Number: 13261 CC: Bruder/Beadenkopf/Maimone Attachment 6: Effects Table Project Name: US 40 over Conococheague Creek Bridge No. 2101200 Deck Replacement November 15, 2022 Resource Type Impact SHPO Concur Remarks Bridge 2101200, US 40 over Conococheague Creek, WA -V-211 S No Adverse Requested 11/2022 Wilson's Bridge, WA -V-001 S No Adverse Requested 11/2022 Log Cabin (Site), WA -V-002 A None Outside APE, and also included in the Wilson's Complex boundary Effect NAE Request 11/2022 Codes: Resource Types: S (Structure), A (Archeological Site), HD (Historic District), NHL (National Historic Landmark) Impact: None, No Adverse, Adverse Effect: NPA (No Properties Affected), NAE (No Adverse Effect), AE (Adverse Effect) Bold rows indicate review action requested Attachment 1A showing temporary road & bridge SHEET ALUMINUM SIGNS 20 SF SIGN 1-1, US40 STA. 109+S4 RT 20 SF SIGN 1-2, 5540515,110+03 LT NOTE: SIGNS WILL NOT BE MEASURED AND ARE INCIDENTALTO MAINTENANCE OF STREAM FLOW WOOD SIGN SUPPORTS 4 INCH X 4 INCH 15 LF SIGN 1-1, US405TA. 109+54 RT 15 LF SIGN 1-2, 5040 STA. 110+03 LT NOTE: SIGN SUPPORTS WILL NOT BE MEASURED AND ARE INCIDENTALTO MAINTENANCE OF SIRE/ EN CE AD %// ° 114 I112 113 TO MD 57 I 6+00 _L� _ -Z 110 / PST 1-3 ' ` - DBE I CLAY �( N5V EL I \C ` I 79.1' v �1 V / iEOCE OF 1\ F I DEDRg //� N 726300 1 / �/� /�/�ll�/ 1/11 � "//-4//I/I)T w , / M,,7///!/I/ // �� l J// �/� // l !/ I I / I (f///// 0 1 IP3IIIII f lI // /0 WO A7NTRACTOR SHA�L,C�- MAININ / ' I / I POR3 ' MIN WI EEA'L USE NNEL / I I / I 1 I 1 I19� /�I34 �', 8 124 tEMPORA 128 12'� //l / / // 130__ o SS 1-4Z // �Il / Dse /// 23 -- TEMPORARY BRIDGE TO BE 133 d 102 DESIGNED BY C N T R 1 2 jl ��I - /= iG!iilaro�i •O �Il NIII Ni��a""' Will O. 1111!'/_ III i I1!!NA_wl iilltE il�l�nIr 1 UV F-1,i��'li�� : --'II WAY SSF l I I �� � //ull 1-1 rh PST 1-1 MIN. TOP --�--- / ` � //. � /�% Cyt✓� Y' 1 � / \ I: PST / EROSION & SEDIMENT CONTROL SEQUENCE OF CONSTRUCTION NOTES, STAGE 1: 1. NOTIFY SHA'S CAD AT 410-365-0164 A MINIMUM OF SEVEN (7) WORKING DAYS IN ADVANCE OF ANY EARTH DISTURBANCE ACTIVITY TO SCHEDULE A PRE -CONSTRUCTION MEETING. _. STAKE OUT LOD. ALL LOD SHALL BE STAKED PRIOR TO MEETING WITH THE GAD. 3 . INSTALL FIRST 50 LF OF ACCESS ROADWAY TO PROVIDE PROTECTED SITE ACCESS. CLEAR AND GRUB FOR PERIMETER CONTROLS. INSTALL PERIMETER CONTROLS CONSISTING OF SUPER SILT FENCES, EARTH DIKES, TGOS, TEMPORARY ASPHALT BERM, AND MOUNTABLE BERM. IN CONJUNCTION WITH PLACING THE PERIMETER CONTROLS, PLACE THE TEMPORARY CHAIN LINK FENCING. INSTALL TEMPORARY SIGNS IN RIVER (SEE NOTE 5 ON EN -03). STABILIZE ALL DISTURBANCES. 4 . CLEAR AND GRUB REMAINING AREAS WITHIN THE LOD. 5. INSTALL THE REMAINING PORTION OF THE ACCESS ROADWAY FROM GATEWAY AVENUE. INSTALL STREAM DIVERSION ALONG THE EAST SHORE OF CONOCOCHEAGUE CREEK. INSTALL THE DIVERSION STARTING FROM THE UPSTREAM END, CONTINUING DOWNSTREAM. INSTALL PST TO TREAT AND DEWATER THE SHORE AREAS. 6. PLACE FILL BEHIND THE DIVERSION AS NEEDED TO ALLOW FOR CONSTRUCTION ACCESS TO THE WORK AREA AND AREA UPSTREAM OF THE BRIDGE. INSTALL TEMPORARY WORKING PLATFORMS TO ACCESS THE WEST SIDE PIER. INSTALL DIVERSION AROUND THE PIER AS SHOWN STARTING FROM THE UPSTREAM END, CONTINUING DOWNSTREAM. INSTALL PST TO TREAT AND DEWATER THE PIER AREA 7. REPAIR THE EXISTING WEST PIER. 8. CONCURRENTLY WITH THE REPAIR WORK AT THE WEST PIER, THE CONTRACTOR MAY PROCEED WITH BRIDGE RECONSTRUCTION AND ROADWAY WORK. 9. UPON COMPLETION OF THE REPAIRS FOR THE WEST PIER, STABILIZE STREAM AREA WITHIN THE DIVERSION. WITH THE APPROVAL OF THE GAD REMOVE THE DIVERSION AROUND THE WEST PIER AND THE TEMPORARY WORKING PLATFORMS. REMOVE TEMPORARY SIGNS IN RIVER MAINTAIN THE REMAINING DIVERSION BARRIERS AND E&S CONTROL MEASURES INSTALLED. MB 1-1 PST 1-2 163 162- TGOS SIGN 1-1- 161 VIII I I I N Il'I SIGN 1-2 1 \ II @E car C RASS /9AP R2 MC 28 'I I� µqp� TONE ti / / \ CRA D O YI. 1 C'k-i TEMPORARY ACCESS ROAD FILTER BAG 1 LS THIS PAY ITEM INCLUDES INSTALLATION AND REMOVAL OF THE TEMPORARY ACCESS 1 EA FB 1-2,US40 STA. 110+80 RT ROAD INCLUDING ALL TEMPORARY GRADING AND RESTORATION OF EXISTING DA = 0.34 AC GRADES UPON REMOVAL. (SEE DETAILS ON EN -03) MAINTENANCE OF STREAM FLOW PORTABLE SEDIMENT TANK 1 IS THIS PAY ITEM INCLUDES INSTALLATION AND REMOVAL OF STREAM DIVERSION 1 EA PST 1-1, US40STA.108+20 RT BARRIERS AND TEMPORARY BRIDGE SHOWN ON STAGE l AND STAGE 2 PLANS AND DA = 0.13 AC INCLUDES DEWATERING DEVICES FOR TREATMENT, DEWATERING OF AREAS BEHIND 1 EA PST 1-2, US40 STA. 109+60 RT THE DIVERSION BARRIERS, AND TEMPORARY SIGNS TO DIVERT RECREATIONAL DA = 0.35 AC TRAFFIC IN THE RIVER. //I' B,RY6 µS 1 EA PST 1-3, US 40 STA.107+10 RT FROµ/ RAN \/ DA= 0.06 AC /1 CREEK EROSION AND SEDIMENT CONTROL ORIGINAL EXCAVATION NOTE: PSIS 1-1 AND 1-2 WILL NOT BE MEASURED AND ARE INCIDENTAL TO MAINTENANCE OF / 1 o STREAM FLOW 40 CV FOR TGOS 1-1 I I �/�1P°� I TEMPORARY ASPHALT BERM 5 FOOT GALVANIZED CHAIN LINK FENCE QLMN / 0 ¢` O 89 LF TAB 1-1, US 40 STA. 111+82 TO STA. 112+08 RT 238 LF IF 1-1, US 40 STA. 109+62 TO STA. 111+80 RT 8'TWIN / 1 1 gIAK I / ' I DA = 0.82 AC 267 LF TF 1-2, U540 STA. 110+OS TO STA. 112+02 RT l� II CLASS I RIPRAP FOR SLOPE AND CHANNEL PROTECTION 135 EXISTING EASEMENTS ©LE 55 2 SY ROP 1-1, US 40 STA. 107+10 RT 136- I ALA EROSION & SEDIMENT CONTROL PLAN C N ATHAVALE, LYSTAD & ASSOCIATES INC. p Consulting Engine..= Bethesda. Morylm,d SCALE: 1" - 30' N ml I -ED 1 t50 SSF 1-11 141 III SC PERS FB 1-1 AY E S 14 ELINEATOR PO S �� �NI�IG�T=ORS DELINEATOR POSTS )0\ 112+00 0 0 US 40 - NATIONAL PIKE X144 _ Tzar �-f TTTTTr T� � _ 4 7 WIODS X1ST1 EA EMENT I I I \\\\\� 1 I TEMPORARY GABION OUTLET STRUCTURE 1 EA TGOS 1-1, US 40 STA. 109+75RT DA= 1.11 AC STORAGE VOLUME REQUIRED =1998 CF STORAGE VOLUME PROVIDED = 2017 CF BOTTOM ELEV = 364.50' WEIR ELEV=366.75' TOP ELEV = 367.50' k EDN MOUNTABLE BERM 1 EA MB 1-1, US 40 STA. 109+90 RT 1134 \� EARTH DIKE C9 �1D 63 253 LF ED 1-1, US 40 STA. 109+75 TO STA.111+81 RT \\ MAC Ssllt TYPE A-2,DA(N)=1.11 AC, DA(S)= 0.89 AC, VEL(S)=1.73 FPS ASE 22 LF 601-2,0040 STA.109+77 TO STA.109+78 RT OS TYPE A-2, DA = 1.11 AC GRAVEL 46 LF ED1-3, US40 STA.109+99 TO 515. 110+03 RT F V: 35 TYPE A-2, DA = 0.69 AC W 14�' � I I I IN li 11111 _�r�� ED/ -2 TEMPLRY �CCESS // / / W°oD1 1 122 ROAD�AY (S@E DETAILS ON N-03) @ ON TRU TI N / / REPoS GATA° A E FI I51 ONTRATORSHAL /" lII YRlE / SUPER SILT FENCE 54 LF SSF 1-3, 0540515. 106+43 TO STA. 106+62 LT 14 LF SSF 1-4, 5540515. 107+06 TO STA. 107+11 LT 55 LF SSF 1-5, US 40 STA. 107+03 RT TO STA. 107+08 LT 30 LF SSF 1-6, US 405TA. 106+56 TO STA. 106+67 RT 11 LF SSF 1-7, US 405TA. 106+47 TO STA. 106+54 RT 16 LF SSF 1-8, US 405TA. 106+32 TO STA. 106+46 RT 18 LF SSF 1-9, US 405TA. 106+15 TO STA. 106+35 RT 17 LF SSF 1-10, US 40 STA. 106+02 TO STA. 106+16 RT 82 LF SSF 1-11, US 40 STA. 110+26 TO STA. 111+04 LT 46 LF SSF 1-12, US 40 STA. 110+31 TO STA. 110+74 RT 17 LF SSF 1-13, US 40 STA. 110+23 TO STA. 110+27 RT x..++� �INOT D TURB xVELL 4/N/ / �R p14 / l l / / / /I R /CISTERN L 1 / 'VYRTC / / / /l • CLEAR WATER PIPE THRU SUPER SILT FENCE \ I 1 152/ GRf S I53 / / / C Rq PE< 1 EA CWP 1-1,0540 STY. 106+70 RT 11 / 1 EA CWP 1-2,0S40515.107+57 RT / NA�OAEA� / F F IINTALTO THE SUPER SILT FENCES APPROVED PLAN REVIEW DIVISION CHIEF PRD NO: 21 -PR -0032 '38.28. ------------------.---------------- SCALE 1" = 30' ADVERTISED DATE CONTRACT NO, WA8815180 TENTATIVE MONTH DD, 20YY DESIGNED BY SL COUNTY WASHINGTON DRAWN BY SL LOGMILE THIS DOCUMENT/PLAN IS DRAFT AND SUBJECT TO CHANGE. IT IS AN CHECKED BY MA INTERAGENCVIINTRA-AGENCY DELIBERATIVE COMMUNICATION THAT IS NOT FOR MDE/PRD 21 —PR -0032 PUBLIC DISCLOSURE UNDER MD. GENERAL PROVISIONS CODE ANN. § 4-344 (MARYLAND PUBLIC INFORMATION ACT). DRAWING NO. ES — 01 OF 02 I SHEET NO. 20 OF 167 PLOTTED: 8/19/2022 FILE: pw.Sshavmpwx.shacadd.ad.mdotmdstate:SHAEDMS02\Documents\Protects\Washington\WA8815180- US40 over Con0c0theague Creek\Erosionand Sediment ConimIICADIsheets'PESUo01—US40dgn 221 iy GE�E�3 I BRIS PILE 2 2 CLAY M « \ EROSION & SEDIMENT CONTROL SEQUENCE OF CONSTRUCTION NOTES, STAGE 2I �/ 79" I. CONTINUE BRIDGE RECONSTRUCTION AND ROADWAY WORK. STAKE OUT STAGE 2 LOD. CLEAR AND GRUB AS NEEDED. !� `-\FeRI�� 2. INSTALL THE DIVERSION FOR THE EAST PIER STARTING FROM THE UPSTREAM END, CONTINUING DOWNSTREAM. AFTER THE DIVERSION IS INSTALLED, s ( / THE CONTRACTOR MAY REMOVE PORTIONS OF THE EAST SHORE DIVERSION AS DESIRED. 2 j// / 3. REPAIR THE EXISTING EAST PIER. \ > ` 4. UPON COMPLETION OF THE REPAIRS FOR THE EAST PIER, REMOVE THE ACCESS ROADWAY AND FINE GRADE TO RESTORE GRADING TO THE 28 ORIGINAL CONDITION. STABILIZE STREAM AREA WITHIN THE DIVERSION. /"// / / LI N MQ L 5. WITH THE APPROVAL OF THE OAD REMOVE THE DIVERSION AROUND THE EAST PIER. REMOVE THE EARTH DIKES, TGOS, TEMPORARY ASPHALT BERM, / SAE DAY STABILIZATION FOR I w AND MOUNTABLE BERM. PERMANENTLY STABILIZE ALL DISTURBANCES WITH SAME DAY STABILIZATION. �// /, lII /]////1!/I/ /� UAF�DRAIL INSTALLATION 1 I / a -// /I 6. COMPLETE INDICATED. BRIDGE RECONSTRUCTION AND ROADWAY WORK. TRAFFIC BARRIER W BEAM SHALL BE INSTALLED USING SAME DAY STABILIZATION WHERE (fl//I! I I J O 7. PERMANENTLY STABILIZE ALL DISTURBANCES. WITH THE APPROVAL OF THE OAD, REMOVE THE REMAINING E&S MEASURES. PERMANENTLY STABILIZE ///�� I v ALL DISTURBANCES DUE TO THE REMOVAL OF THE E&S MEASURES WITH SAME DAY STABILIZATION. ✓ �� '�� / Z 111 // l l 1 I /+// I Il/ /\/TMIIIr///I (or( ISyGA .. / •lf /l��/ ///// TWIN l _I 36M°\j/ G �4//lI I I I l I / \ 283 °I 81 WIN / I PICNIC r� ��/ l l"A2261 ( I r $ BB° ABLE ° 111/ // i I I I I I I i i I / I MENT �C`°�LERE\ W° E° % ;, q 1 N R/pGF qR 2S6g cE��/ / I I 282 TEMPO��v / 0 "c l 1 , 18 MAPLE ( I GRASS( QOM©LE �/z / \ \ I 1 �aN I // / / Ass 2 E TING EAS MeT L I �� I Ili 1 I / / \1 I ✓ I «� ///Pii I I � ( / � / 5tc SAM DAY ST BILI TIO FO 2q• / 0 \ --- --- / GUA DRAIL IN TAL TIO \ / r l I oeg Des AL 235 —X$�TI 2 6 yyfgC J 13/8/ DS�� 2021 / 281 OLD 415- Maio � S _ I 213 196+00212 P 'AhlYlilll1�11(fl�i�lln�Ig ls� �' y�i l �� i� ll ll` ���1�!il�'�l_ nG1J rL1�l\��I�Y11'h .._•::i . FL nirly!_:11�Iutlil�I��I�i311�1�1����`�!'�d f-il1l11f t m W u� flN DELINEATOR POSTS 246 / 242 / $ 247 I 00 244 112+00 23- C) / 113+9p 1 249 US 40 - NATIONAL PIKE o �� \ \ O MD 3 4@EERS ESCs2 252 J N - ELI NEAT POSTS251 \ \ \ ZO MAC 5SlIALE _P O, SSF i L i 2-1 S >_ ASE 11 L '� EXIST( RIGHT OR / / I I \ P PST o ses/ � �� -�3 GRAVEL OS TAN / /}� I III 3� �� // \ __ \ wnnM 380 \ CTI ��I—/H / e ,l /// m� /�r✓ ° 1 I / 280 �'_5-I I� /I�oo�/ ( 20� I I I I ( / U CONSTRUCTION \ % s `✓o / ( ( \Pe• IN. TOP ELEV. = 365.0' 2 -- 2 US 40 ND P.G.L. WOODS PIKE--2>3�ASH� " Q II l�/�l 1 s 9 ONAL I/��// // � ) } J I I I \ / I 279 SAME D Y SNABIhIZATIO,N FOR 1 26'a5H GRAVEL 7 60 0 �/ / / �/ I o EXI TING SEMINT GUARD IL INSTA LATIOI IIl1Il 2 Vim/ INEL, al.8 \ 1 \II / I/llll //ll�llll / I I 264 / � � wo s I 278 I I I 11 // / I I I I // l W°° a // / / / I I I �0 WOOD 8 •UU/�Tl N 2 OQo 20' UL ER / / III / o l G I / / l I ,II III �AP// //7°(/// / / / / I I I / I / II S.O•°0 ONcTRU TTII / /m ///� �y/ ///// / / I I I I 277 ONTRA OR SMALL 7" / II -11E GAT A A Ef�UF� {{�� G IQ 1 % / /// ///% / / / // III NOT Df TURB JN/ELL /N/ / I / l / �` ` / /�///�//�///////// / / / I P CISTEERN II HYRTL PORTABLE SEDIMENT TANK //'�• //��///�///� / I I I 276 I ° I / CRt155 I / / l C AVECI //7/ SF.v 1 EA PST 2-1, US 40STA. 109+00 RI 11 3` DA=0.37 AC / \ 26 I /17b / I 6� / v PRg2 T' ��///�///�//////////�/ / / I I I I I / l I b µE / R NATIp 5 / I ( I I I I NAv , NOTE: PSIS WILL NOT BE MEASURED AND ARE INCIDENTAL TO THE MAINTENANCE OF STREAM / WOODS I 1 275 +T70 -L / RUNOFF ''m7 SW A<E GRASS / I l I / F3' ELEV FLOW PAY ITEM LOD / 88.28.. // / / /l / I I I III I I I / I I / 274 I + / 2 / / / ALL IAREAS DESIGNATED E DAY NASOSAME DAY STABILIZATION MUST SA273 / TE- BE STABILIZED AT THE END OF EACH WORKING DAY. 270/�/ 272 �°o x x SAME Y STABILIZATIO TEMPO RY EASEM T /4i / / NOTE:R FE CE REMOVAL 271 / / Q / / REPLACEMENT OF SUPERSTRUCTURE MARYLAND DEPARTMENT + / \ FOR LOD LOCATIONS (STATION AND OFFSET) III \ I I I / / / O OF TRANSPORTATION AND REHABILITATION OF CONCRETE SEE DRAWING NO. EN -04 I I I I I / / 269 / / / / / STATE HIGHWAY ARCH BRIDGE NO. 210012001 ON US 40 / ADMINISTRATION OVER CONOCOCHEAGUE CREEK STORM WATER &SEDIMENT FINAL APPROVAL APPROVED MODIFICATIONS REVISIONS EROSION & SEDIMENT CONTROL PLAN - STAGE 2 CONTROL SCALE 1" = 30' ADVERTISED DATE CONTRACT NO. WA8815180 �LA EROSION & SEDIMENT CONTROL PLAN TENTATIVE APPROVED MONTH DD, 20YY DESIGNED BY SL COUNTY WASHINGTON PLAN REVIEW DIVISION CHIEF DRAWN BY SL LOGMILE O) ATHAVALE, LYSTAD & ASSOCIATES INC.THIS DOCUMENT/PLAN IA DRAFT AND =CHECKED BY MA fi SUBJECT TO CHANGE. IT IS AN Consulting Engineers Bethesda. Maryland SCALE: 130' INTERAGENCYIINTRA-AGENCY DELIBERATIVE CS DATE COMMUNICATION THAT IS NOT FOR MDE/PRD 21 —PR -0032 PUBLIC DISCLOSURE UNDER MD. GENERAL 'ROVISIONSCODEANN §4.344 PRD NO: 21 —PR -0532 (MARYLAND PBLCINFORMATION ACT). DRAWING NO. ES — 02 OF 02 SHEET NO. 21 OF 167 PLOTTED: 8/1912022 FILE: pw:Sshavmpwx.shacadd.ad.mdotmdstat,.SHAEDMS02\Documents\Protects\Washington\WA8815180- US40 over Con0c0theague Creek\Erosion and Sediment Coniml\CADoheets'PES-0002_US48dgn Attachment 2 Temporary Road and Temporary Bridge Examples Temporary Road showing stabilization along bank of stream Example of proposed bridge