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HomeMy WebLinkAbout20201438 Ver 1_Pre-Filing Meeting Request_20201009ID#* 20201438 Version* 1 Regional Office* Washington Regional Office - (252) 946-6481 Reviewer List* Garcy Ward Pre -Filing Meeting Request submitted 10/9/2020 Contact Name * Contact Email Address* Project Name* Project Owner* Project County* Owner Address: Matthew Martin mmartin@rkk.com B-6053 Replacement of Bridge No. 34 On Providence Road Amanda C. Boone (City of Elizabeth City) Pasquotank Street Address 410 Pritchard Street Address Line 2 aty Elizabeth City Rbstal / Zip Code 27909 Is this a transportation project?* r Yes r No State / Frovince / Region NC Country Pasquotank Type(s) of approval sought from the DWR: W 401 Water Quality Certification - F 401 Water Quality Certification - Regular Express r- Individual Permit r- Modification r- Shoreline Stabilization Does this project have an existing project ID#?* r Yes r No Please list all existing project ID's associated with this projects.* SAW-2020-00839 Do you know the name of the staff member you would like to request a meeting with? Garcy Ward Please give a brief project description below.* Bridge No. 34 has a sufficiency rating of 17.6 out of 100 and is rated as structurally deficient. The 63-year-old year -old timber structure is approaching the end of its useful life. Bridge No. 34 will be replaced on the existing location with a new47'-4"-long bridge. The roadway will include two 10' wide lanes and 3' wide shoulders (T shoulders where guardrail is required). Please give a couple of dates you are available for a meeting. 10/16/2020 10/23/2020 10/30/2020 11 /6/2020 Please attach the documentation you would like to have the meeting about. SAW-2020-00839 Elizabeth City_B6053.pdf 258.99KB B6053_PreJD_B6053_AR Map.pdf 920.2KB B6053_Permit Drawings.pdf 1.89MB pdf only By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: • This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. • I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. • I also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature Submittal Date 10/9/2020 • , U) Ln 0 U0 m i U) e� L 0 c O .L c w w w U) U 0� N O L+ T� 03 See Sheet lA For Index of Sheets See Sheet lB For Conventional Symbols BEGIN PROJECT B-6053 ass PROVIDENCE ROAD 23.5' PAVED ROADWAY TO BONNER DR. R CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS OF METHOD THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ELIZABETH CITY. STATE OF NORTH '(_°e-�IR'�1LIi�.-� DIVISION OF HIGHWAYS PASQUOTANI< COUNTY LOCATION. -Bridge No. 690034 on Providence Road over Knobbs Creek in Elizabeth City TYPE OF WORK: DRAINAGE, PAVING, AND STRUCTURE STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. B-6053 I STATE PROD. NO. F. A. PROJ. NO. DESCRIPTION 48754.1.1 N/A P.E. / R/W / UTIL PERMIT DRAWING SHEET I OF 7 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED OPEN WATER AND STREAM IMPACTS PERMIT BEGIN BRIM —L— POT STA. is E 11 +75.33 sr WETLAND AND STREAM IMPACTS SUMMARY WETLAND IMPACTS STREAMIMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetland ac Temp. Fill In Wetland ac Excavation in Wetland ac Mechanized Clearing Wetland ac Hand Clearing in Wetland ac Permanent SW impacts ac Temp. SW impacts ac Existing Channel Impacts Permanent ft Existing Channel Impacts Temp. ft Natural Stream Design ft 1 -L- 11+86 to 12+20 LT Stream Crossing 0.01 58 Sheet Piles 2 -L- 9+83 to 10+60 LT Fill Slope In O en Water 0.03 3 -L- 9+83 to 10+60 RT Fill Slope In Open Water 0.04 4 -L- 11+11 to 11+86 LT Fill Slope In Open Water 0.01 5 -L- 11+11 to 11+86 RT Fill Slope In Open Water 0.02 6 -L- 12+20 to 12+78 LT Fill Slope In Open Water 0.01 7 L- 12+20 to 12+78 RT Fill Slope In Open Water 0.01 TOTALS': 0.05 0.08 0 58 0 END BRIDGE —L— POT ST�4�, 12 + 2 2.6 7 JS W LLJ Ce U m m 0 z Y END PROJECT B-6053 —L— POC STA. 13 + 35.00 sr PROVIDENCE ROAD 23.5' PAVED ROADWAY TO US 17 - S HUGHES BLVD. — r JS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH RUMMEL, KLEPPER & KAHL, LLP HYDRAULICS 8601 SIX FORKS ROAD, SUITE 700 ENGINEER RALEIGH, NORTH CAROLINA 27615 ADT = 500 NC LICENSE NO. F-0112 20 0 20 40 ° * LENGTH ROADWAY TIP PROJECT B-6053 = 0.042 mi R;f K 1-888-521-4455 OR 919-878-9560 0� plug 7 ° LENGTH STRUCTURE TIP PROJECT B-6053 = 0.009 mi FOR �Q�� 4o PLANS V = 30 MPH TOTAL LENGTH TIP PROJECT B-6053 = 0.051 mi DIVISION OF HIGHWAYS 20 0 20 40 * TTST = 3.5 % DUAL 3.5 % 2018 STANDARD SPECIFICATIONS SIGNATURE. P.E. q a Scott D. Blevins, P.E. ROADWAY, �o F U N C CLASS = RURAL RIGHT OF WAY DATE. PROJECT ENGINEER DESIGN PROFILE (HORIZONTAL) LOCAL August 2020 ENGINEER � 4 0 4 9 Scott A. Beasley, E.I.T. ©� Q 8 LETTING DATE: PROJECT DESIGN ENGINEER SUBREGIONAL TIER February 1, 2021 Amanda Boone, P.E. P.E. PROFILE (VERTICAL) CITY OF ELIZABETH CITY SIGNATURE: PROJECT REFERENCE NO. SHEET NO. B -6053 1 04 R/W SHEET NO. ROADWAY DESIGN ENGINEER I HYDRAULICS ENGINEER Z O W w W n U O N O i CV ooCr SITE 2 IMPACTS (1,330 SF P OVIDENCE ROAD ?3.5 PAVED ROADWAY ---------------------- ----------------------- UTILIT BORE o TEMP. ORKPAD TB TB TB • 61 El ►l S47" 17'"E SITE 3 IMPACTS (1,668 SF /0.04 AC) SITE 4 DOSHEN,JOSHUA IMPACTS (491 SF /0.02 AC) 11 Ki rKAr w/ \ DB 758 PG 314 SITE 6 I` )BB6078PG 286 PERMANENT OPEN WATER PIN: 89 1309075 124 IMPACTS (32 SF /0.01 AC) 124,75 C� S54^3 N. SITE 7 PERMANENT OPEN WATER _0 IMPACTS (90 SF /0.01 AC) I 12 13 HERMIT DRAWING SHEET 2 OF 3 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED - 32" PINEINV 15" OUT= 3. 15' L-Zd'U-V.U"'t TB TB TB CMP 15•JSJECT B-6053 -L- POC Sta. 13 INV � 91 DENOTES PERMANENT IMPACTS IN SURFACE WAT E R DENOTES TEMPORARY 515 DB 515 PG 53 RANHORN, THOL& RHONC IMPACTS IN SURFACE PIN: 891309062879 WAT E R Y I•Iif�l'Y',, III;i�Y, itil l�li�Y;IlIryry�;;lf � i11�ILiliii• i1i•��� ����� ��INW:I��r�iCLLY�� � CC'��11111111.1111111111 0,16 .�Uj ►�I a 0l: It N:l.'11A7' !x. .. 20 Ism ft-F ✓lim�llli D FAB D 1 ■ ..W. 51DEKEO 11CG. 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I obI lonh INEW A!IMWAMF"AMEMENEENEENEENEENEENEMENEENEENEENEENEENEENEMOPIO ]orb — ONFAM,IF�MENNEENEENLROMENEENEENONEENNEEMENEEMENEEMENEommommom DOE:.. km milsoj09100'Aklrlblm,AkIribloommoommommommoommommommommommommommorommoommommommoommoommommommommommommommoommommommommommommommoommommommommommommommoommoommoommoommommommoI oliffib'isrmiiiEVIIIINMEII]LINMEMEN0000000000000000000000ommoommommoreommommommommommoommommommommommommommoommommommommommommommoommommommommommommommommommommommoommoommommoI 1!IVAI10000000000011010'i'r,Ailloommoommommommommo00000000ONEENELAMENEENNEENNEEN00000000000000000000000000ommommommommommommommoommoommoommommommommommommommoommoommommommI h� -4 lAR ENILONOfflOONFAr,mmm,Akliri"mmmmmmmmmmmmmmmommommommommommommommoDGENEEMENEEMENEEommoommommommommommommommoommommommommommommommoommommommommommommommoommoommoommoommoommooI milEFImc::=EvambumvljllommmmmmmommommommommommommommoommommommommommoommommommommommommommommommommommommoommommommommommommommoommommommommommommoommommommommommommommoI MENEM Immomm Immomm Immomm IMISMEM WETLAND AND STREAM IMPACTS SUMMARY WETLAND IMPACTS STREAM IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetland (ac) Temp. Fill In Wetland (ac) Excavation in Wetland (ac) Mechanized Clearing Wetland (ac) Hand Clearing in Wetland (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 -L- 11+86 to 12+20 LT Stream Crossing 0.01 58 Sheet Piles 2 -L- 9+83 to 10+60 LT Fill Slope In Open Water 0.03 3 -L- 9+83 to 10+60 RT Fill Slope In Open Water 0.04 4 -L- 11+11 to 11+86 LT Fill Slope In Open Water 0.01 5 -L- 11+11 to 11+86 RT Fill Slope In Open Water 0.02 6 -L- 12+20 to 12+78 LT Fill Slope In Open Water 0.01 7 -L- 12+20 to 12+78 RT Fill Slope In Open Water 0.01 TOTALS- 0.05 0.08 0 58 0 'Rounded totals are sum of actual impacts NOTES: Existing Bridge is two spans, 1 @ 15.75' and 1 @ 15.75' for a total length of 31.50'. The bridge consists of at timber floor on timber joists with timber caps and piles. The existing bridge is 25.5' wide, out to out, and is skewed 90 degrees to the road. Proposed Bridge is one span, 1 @ 44.50' for a total length 45.00'. The bridge consists of 18" cored slab units on steel H-piles with and sheet pile walls (bridge opening between sheet pile walls is 36.00'. The propsed bridge is 30.0' wide, out to out, and is skewed 90 degrees to the road. L A2 41 I 40 4 do IF ep -1 4L -POP, 4 pro L # raj IF T 4L A 40 AL, p m N W fT My 1p WA LL WA J. 50 TL 11,00 PREPARED BY: ,Ty OF ELI,eel [] • rZ ARBOR OF F c im U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2020-00839 County: Pasquotank County U.S.G.S. Quad: Pasquotank NOTIFICATION OF JURISDICTIONAL DETERNIINATION Property Owner/Applicant: Elizabeth City Amanda Boone Address: Post Office Box 347 Elizabeth City, NC, 27907 Telephone Number: Size (acres) 1 Nearest Town Elizabeth City Nearest Waterway Pasquotank River River Basin Albemarle-Chowan USGS HUC 03010205 Coordinates Latitude: 36.294203 Longitude:-76.250297 Location description: The project area is located around bridge B-6053 on Providence Road approximately 0.10 of a mile west of the intersection with US 17 Business in the town of Elizabeth City in Pasquotank County, North Carolina. Indicate Which of the Following Apply: A. Preliminary Determination X There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. _ There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since thewaters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RI1A jurisdiction over all of the waters, including wetlands, at the project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are waters of the U.S., including wetlands, on the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. _ The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to Page 1 of 2 SAW-2020-00839 CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. _ The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808-2808 to determine their requirements. Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters of the United States without a Department of the Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Kyle Barnes at (910) 251-4584 or Kv1e.W.BarnesAusace.armv.mil. C. Basis For Determination: The waters and adiacent wetlands within the proiect area are identified as Knobbs Creek, a TNW. D. Remarks: E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information for Approved Jurisdiction Determinations (as indicated in Section B. above) If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Philip Shannin, Appeal Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by N/A. It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. Corps Regulatory Official: Date: June 11, 2020 Expiration Date: N/A The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at http://corpsmapu.usace.army.mil/cm apex/Vp=136:4:0. SAW-2020-00839 Copy Furnished: Pete Stafford RK&K 8601 Six Forks Road Forum 1, Suite 700 Raleigh, North Carolina 27615 SAW-2020-00839 MrNOTIFICATION OF ADNHNISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Amanda Boone Elizabeth City File Number: SAW-2020-00839 Date: June 11, 2020 Attached is: See Section below INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A PROFFERED PERMIT Standard Permit or Letter ofpermission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at http://www.usace.anny.mit/Missions/CivilWorks/Re ug latoiyProgramandPermits.aspx or Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice means that you accept the approved JD in its entirety and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. SAW-2020-00839 E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division, Mr. Philip Shannin, Administrative Appeal Review Officer Attn: Kyle Barnes CESAD-PDO 2407 West 5th Street U.S. Army Corps of Engineers, South Atlantic Division Washington, North Carolina 27889 60 Forsyth Street, Room 1OM15 Atlanta, Georgia 30303-8801 Phone: 404 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation and will have the opportuni to participate in all site investi ations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Kyle Barnes, 2407 West 5th Street Washington, North Carolina 27889 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip Shannin, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137