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HomeMy WebLinkAbout20131064 Ver 1_Other Documents_2014011713 - IOLoq © � ❑ Kimley -Horn and Associates, Inc. Transmittal Date: January 16, 2014 Job Number: 015016128 Project Name: North Tryon Business Corridor Project To: Karen Higgins NC DWR Transportation Permitting Unit 1650 Mail Service Center Raleigh, North Carolina 27699 -1650 We are sending these by U.S. Mail ® FedEx Other: Suite 440 2000 South Boulevard Charlotte, North Carolina 28203 TEL 704 333 5131 FAX 704 333 0845 7 2014 N1, Y1ATEP iii a ater �►enaA M Hand Deliver We are sending you ®Attached F� Under separate cover via the following items: Shop Drawings E] Prints/Plans Samples Specifications Change Orders ® Other: (Revised) 404/401 Preconstruction Notification (NWP 14) Application Copies Date No. Description 5 1/16/14 1 (Revised) 404/401 Preconstruction Notification (NWP 14) Application 2 1/16/14 2 Full -Size Plan Sheets 3 1/16/14 3 Half -Size Plan Sheets 1 1/16/14 4 CD -R Full -Size Plan Sheets These are transmitted as checked below: ® For your use Approved as submitted 0 Resubmit E] Copies for approval As requested Approved as noted ® Submit Copies for distribution For review and comment Returned for corrections [:] Return Corrected prints Remarks: Alan Johnson has been given a digital copy of this submittal. If you have any questions, please feel free to contact me at 704 - 409 -1802. Copy to: File Page 1 Signed Chris Tinklenberg,WPIT / ®� Kimley -Horn � � and -Associates,.lnc. January 16, 2014 Ms. Amanda Jones Asheville Regulatory Field Office US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801 -5006 Ms. Karen Higgins NC DWR, Transportation Permitting Unit 1650 Mail Service Center Raleigh, NC 27699 -1650 Re: (Revised) 404/401 Preconstruction Notification (N WP 14) Application North Tryon Street Business Corridor Project Charlotte, Mecklenburg County, NC Dear Ms. Jones /Ms. Higgins: Please find the enclosed revised joint 404/401 Preconstruction Notification Application information for the above referenced project. This information replaces the items included in the previous application dated September 25, 2013. Revisions include an additional 10 linear feet of permanent impact in order to satisfy NCDOT's standard design criteria. Additionally, a Credit Reservation Letter from the City of Charlotte Umbrella Stream and Wetland Mitigation Bank is included per the USACE mitigation requirements. The following information is included as part of this application submittal: • Revised Project Summary Sheet • Revised Section 3 of the Pre - Construction Notification Form • Revised Project Site Figures o Figure 6 — Impact Area (2012 Meck. Co. Aerial) • Revised North Tryon Street Permit Plans • Credit Reservation Letter Please feel free to contact me at (704) 409 -1802 if you have any q additional information is necessary. ■ TEL 704 333 5131 FAX 704 333 0845 ■ Suite 440 2000 South Boulevard Charlotte, North Carolina 28203 �i1 SAN 1 7 2'J 141 Ch�tnw�.U'�!Y'i /®FI Kirnley -Horn .bb.- ® and Associates,.lnc. Sincerely, KIMLEY -HORN AND ASSOCIATES, INC. Chris Tinklenberg, WPIT Environmental Analyst Attachments Cc: Tom Russell, City of Charlotte, Engineering and Property Mgmt. Ben Taylor, Kimley -Horn and Associates, Inc. Alan Johnson, NCDWR, Mooresville Regional Office MI0 -Horn ® ®® and Associates, Inc. project Summary Sheet Project Name: North Trvon Street Business Corridor Proiect Applicant Name and Address: Tom Russell, P.E. Citv of Charlotte, Engineering and Property M=t. 600 East Fourth Street Charlotte, NC 28106 Telephone Number: 704 - 339 -2291 Type of Request: ® Nationwide PCN (NWP # 14) ❑ Individual Permit Application ® Jurisdictional Determination ❑ Other: Included Attachments: ® Project Plans ® Agent Authorization ❑ Data Forms (Up & Wet) ❑ NCEEP Confirmation ® Agency Correspondence Check if applicable: ❑ CAMA County ❑ Section 7, ESA ❑ Mitigation Proposed (❑ County: Mecklenburg Waterway: UT to Little Sugar Creek H.U.C.: 03050103 -Lower Catawba ® USGS Map ® NRCS Soil Survey ® Delineation Sketch ❑ Delineation Survey ® NCDWQ Stream Forms ® USACE Stream Forms ® Aerial Photo ® Site Photos ❑ Other: ❑ Other: ❑ Trout County ❑ Isolated Waters ❑ Section 106, NHPA ❑ EFH NC EEP ❑ On -Site ❑ Off -Site ❑ Other) Property Size (acres): 49 Site Coordinates (in decimal degrees): 35.247937 ON Nearest City/Town: Charlotte River Basin: Catawba USGS Quad Name: Charlotte East Approx. Size of Jurisdiction on Site (acres): <0.10 - 80.817720 ow Project Location: The proposed proiect site is located northeast of Uptown Charlotte, Mecklenburg County, NC. The proiect corridor limits are along North Trvon Street from Dalton Avenue to West 30th Street. Site Description: The maioritv of the proiect corridor consists of industrial businesses with some commercial businesses. Low densitv residential areas are not within the proiect corridor but are in the vicinitv of the proiect. Impact Summary (if applicable): The proiect will result in permanent impacts to 160 linear feet of a perennial RPW from the installation of a multiple reinforced box culvert. The proiect requires 90 linear feet of temporary stream impacts to. install impervious dikes. stone rings, and a bvpass 60" double barrel CMP culvert to allow work "in the dry ". Open Water Wetland Stream Channel NWP (acres) (acres) Intermittent and /or Unimportant Perennial and /or Important # Aquatic Function Aquatic Function Temp. Perm. Temp. Perm. Temp. Perm. Temp. Perm. If ac If ac If ac If Ac 14 90 0.01 160 0.02 Total Total Permanent Impact to Waters of the U.S. (acres) Kimley -Horn Contact: Chris Tinklenberg, WPIT ■ Suite 440 2000 South Boulevard Charlotte, North Carolina 28203 0.02 Direct Number: (704) 409 -1802 ■ TEL 704 333 5131 FAX 704 333 0845 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non -404, other) (acres) Temporary (T) W1 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non -404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 — Impact 1 Installation of a multiple reinforced UT to Little Sugar ® PER ® Corps 6 160 ® P F-1 T box culvert Creek ❑ INT [:1 DWQ S1 — Impact 2 Impervious Dike and Installation of UT to Little Sugar ® PER ® Corps 6 40 E] P ® T Bypass 60" CMP Creek ❑ INT ❑ DWQ S1 — Impact 3 Impervious Dike and Installation of UT to Little Sugar ® PER ® Corps 6 50 E] P ® T Bypass 60" CMP Creek ❑ INT ❑ DWQ S2 ❑ P ❑ T ❑ PER ❑ INT ❑ Corps ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ ❑ PER ❑ Corps S6 ❑ P ❑ T ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 250 3i. Comments: Page 5 of 11 PCN Form — Version 1.3 December 10, 2008 Version . Charlotte- Mecklenburg _- -n S�'M WAYEIR services -v January 15, 2014 Mr. Tom Russell City of Charlotte 600 East Fourth Street Charlotte, NC 28202 Subject Project: North Tryon Street Business Corridor Project HUC #: 03050103 (Lower Catawba) 600 E. Fourth Street Charlotte, NC 28202 Fax 70 1.336,6586 The purpose of this letter is to notify you that the City of Charlotte Umbrella Stream and Wetland Mitigation Bank ( "Umbrella Bank ") is willing to accept payment for stream impacts associated with the subject project. Please note that the decision by the Umbrella Bank to accept this responsibility does not assure acceptance by the U.S. Army Corps of Engineers or the North Carolina Division of Water Resources. It is the responsibility of the applicant to coordinate with these agencies to determine if payment to the Umbrella Bank for impacts associated with this project is appropriate. This acceptance is valid for six months from the date of this letter. The following documents must be submitted to the Umbrella Bank within this time frame for this acceptance to remain valid: 1. 404 Permit Verification 2. 401 Water Quality Certification 3. Executed Departmental Transfer Invoice (DTI) between Engineering Services and Storm Water Services detailing the use of and payment for the credits described in the table below. Based on the information supplied by your office, the stream and wetland credits that are necessary to satisfy the compensatory mitigation requirements and the total mitigation credits available for this for this project are detailed in the table below. The total mitigation credits available for this project are also indicated in this table. Stream Wetlands (linear feet) (acres) Credits Requested for This Project 160 N/A Credits Available for This Project 160 N/A The stream and wetland mitigation will be provided as specified in the Section 404 Permit or corresponding 401 Water Quality Certification for impacts associated with the subject project in Hydrologic Unit 03050103 of the Lower Catawba River Basin. The mitigation will be performed in accordance with the Agreement to Establish the City of Charlotte Umbrella Stream and Wetland Mitigation Bank in Mecklenburg County, North Carolina, dated June, 16, 2004. If you have any questions or need additional information, please contact me at (704) 336 -4495 or ihinson(cDcharlottenc.p-ov or Jarrod Karl at (704) 432 -0966 or ikarl a,charlottenc.cov. Sincerely, -� A-�� Isaac J. Hinson Mitigation Specialist cc: Jarrod Karl, CMSWS Chris Tinklenberg, KHA File To report pollution or drainaRc problcros, call: http / %storIII charrriccl:.ori7 ',n� V,.1 � � no 0 rl w pact: -3. Title: Figure 6 - Impact Area �egenOProject Corndor ® Proposed Multiple Box Culvert ® Proposed Stone Rings 0 25 50 Proposed !� Proposed Bypass 60" CMP Impervious Dikes C mF, Mmley -Hom and Associates, Ina Feet Proposed Alignment Proposed Headwalls = Stream • J F:;l:) (3 9 -3AH 33p.F� IV gE @AR �i. STEPS I i a I I I \�► \�� � � I � k 1, -- - - -- — - - -wy_ � — � -- - — \ L NORTH— \ \\ / �J3js�b f s Yl g A CD 00 S � m fir" I 1p ` I UT I I CHURCH STREET 40' PUBLIC RNV MAP I BOOK 332, PAGE 222 NORTH CHURCH STREET TO LITTLE SUGAR CREEK' (NOT OPENED) 40' PUBLIC R/W ` 1� "1 I S1 — IMPACT 2 1 -6X9 MAIN FLOW BOX (TEMPORARY) 40 LF OF IMPACTS — a!„ I 2 -10X7 OVERBANK BOXES IMPERVIOUS DIKE UPSTREAM INV. = 682.10 AND END OF 1 I _ J'I TEMPORARY 60" DOUBLE BARREL CMP I CULVERT 200 LF OF • BYPASS SKIMMER UPSTREAM INV. = 682.63 DOWNSTREAM INV. = 677.63 BASIN 2 I Sr07r CJVC/£1E 6lax MAG I —�5 - -- _ Lq I I m o \ -- aC£SS EA.Rllfh7 70 LF OF 18" CMP "s I "' °gn a� Sro (N gr I I I TEMPORARY JUNCTION BOX LmLLI LLI Ir = co 6 LF OF 18 CMP Go sw a OPEN END PIPE OUTLET Rq !3 S1— IMPACT 3 m (TEMPORARY) 50 LF } OF IMPACTS — "n IMPERVIOUS DIKE, STONE RINGS AND II OF TEMPORARY 60" DOUBLE BARREL ; I CMP CULVERT If ©m..�„�.,,,,,.a NORTH TRYON STREET — CMFIKimley-Horn andAssociates,lnc. '�"'�" "181 PAX CULVERT EXHIBIT —PLAN VIEW Id I} I I a �I I I I I �I DATE: 09 -10 -2013 EXHIBIT 1 OF 3 I Srwr xmow a &= R 6RLX Lu III I S1 — IMPACT 1 (PERMANENT) 160 LF OF IMPACTS. TRIPLE RC BOX CULVERT 1 -6X9 MAIN FLOW BOX I 2 -10X7 OVERBANK BOXES UPSTREAM INV. = 682.10 DOWNSTREAM INV. = 681.00 _ J'I 200 LF OF • BYPASS SKIMMER UPSTREAM INV. = 682.63 DOWNSTREAM INV. = 677.63 BASIN 2 I Sr07r CJVC/£1E 6lax MAG I —�5 - -- _ Lq I I m o \ -- aC£SS EA.Rllfh7 70 LF OF 18" CMP "s I "' °gn a� Sro (N gr I I I TEMPORARY JUNCTION BOX LmLLI LLI Ir = co 6 LF OF 18 CMP Go sw a OPEN END PIPE OUTLET Rq !3 S1— IMPACT 3 m (TEMPORARY) 50 LF } OF IMPACTS — "n IMPERVIOUS DIKE, STONE RINGS AND II OF TEMPORARY 60" DOUBLE BARREL ; I CMP CULVERT If ©m..�„�.,,,,,.a NORTH TRYON STREET — CMFIKimley-Horn andAssociates,lnc. '�"'�" "181 PAX CULVERT EXHIBIT —PLAN VIEW Id I} I I a �I I I I I �I DATE: 09 -10 -2013 EXHIBIT 1 OF 3 I Srwr xmow a &= R 6RLX Lu 718 718 M 1 1717 716 716 715 715 714 714 713 713 712 I 712 711 711 710 710 7DO . . .. . . ............ . . . ... . ..... . — ----- - . ......... 709 708 708 707 ROPOS D GR DE 705 7 00 705 IZ 705 704 1704 703 ........... ......... - ... ............... 702 702 701 701 700 . . ............. .............. 699 698 697 ..... ...... ..... .. .............. ...... ... . ... . ........ .. . ........... . ......... .. ........ . .. ............... $97 EJ 5 ego 694 ..... . ......... . . I ...... ...... .... ... – F . ..... ....... . 694 693 693 ' CEN rER FIO W 692 1 f-6•, OXCULNERT I 1692 691 ............... . .... . ...... ...... ..... ....... . . .. . . .. . ....... - . .......... . . ........ 101A r-OA MAW 10'x7gVERE ANK_ . ......... . ....... 91 BOX CULVER1 SOX LVER 690 689 689 688 688 687 687 See 6156 ul 10 Lff m an umt 685 Bey ............... . .......... .. . . ..... .... P7' MOAM Ry BE, . . . . ....... .... .. ... .. ............ ............. ... 5" 6" 663 2D 40 E R PRE rRAE E-\ PRES ll.5 Fj RO POSED GR DE =t 682 "In 1 0 A p .' g P p . I ft 0 C g 0 ITS JESTING vr- ca - n 3 1 2p 1 a F7 0 o 0 o ps 329+50 330+00 33�1+00 33'2+00 3;3+00 334+00 3-15 00 -L- (SB) NORTH CHURCH STREET CKimley -Horn FI NORTH TRYON STREET — EXHIBIT and Associates, Inc. DATE: 09-10-2013 CULVERT EXHIBIT — PROFILE VIEW 20F3 i -L- (SB) NORTH CHURCH STREET $$ � E ^ROP ROW VARIES -i — 2.5' — �8.0'-- -8.0'— —5.0'- I 2.0• BUFFER --C— I 2.0x ORIGINAL GROUND 700 TOW ELEV. 692.62 696 692 0100 11x6.8 cf; ELEV:68995 6 050 9923 cf� ELEV:688.90 025 838.7 cft; ELEV:687.78 680 678 - 68210 CULVERT BURIED 1' BELOW El GROUND - - 11.0' — KID' 5.0' — — 8.5' 2.5' >LO'_ 2.0% L� zo z- _ GRADE POINT TYPICAL SECTION LENGTH IED U` . TRIPLE Box CULVERT (CENTER BOX) - _ SLOPE 0.73% ri m 1 +00 CMFIKimley-Hom ©— mOD�fJIXT�H OULdVARD NORTH TRYON STREET — GWL.OTTE NORTH Gi10LINl ]6t,> and Associates, Inc. CULVERT EXHIBIT — CROSS SECTION VIEW 20• BUFFER 2 AN ORIGINAL GROUND TOP OF CULVERT EL689. 70D .. ....._ .............. .EV:........... . 696 692 688 684 660 678 MVFRT Oui ELEV. -681.00 DATE: 09 -10 -2013 EXHIBIT 30F3 ;4le 0 20 00' 60' L C a a 718 717 716 715 714 713 712 711 710 709 708 707 706 705 704 703 702 701 700 699 698 697 696 695 694 693 692 691 690 689 maW 687 686 685 684 683 682 (.0 u) m 00 oo r,-) 0) -t 0) Ln cn n Im o Im 0) �D 0 0) 0) 0) m ff�,:m 0 M 0 0 C) M 0 CO 4`4 w w Lf) wj a) Nr -0 �2 itIZ. 0) do r-� pl) 00 f-- po Lc) 00 N po LIB oq --t n t cR )o n 4- oo o IN') m m r- n LC? OR 00 (D PO o oR c, n co oq (D pj r-- oR �t tj Ln OR n oR oo n a) oR o) n m (D il) q OR Ln n oq r, OR 60 q: 0� 0! Lo U� -) 00 0 -,)0 m tj * * - I- r�. -: ff% to --� . . . 4 4 vi Ki 04 04 j 718 I IS DOCUMENT, TOGETHER NTH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERACE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CUE31- FOR WHICH 11 WAS PKLFARLI). 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