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HomeMy WebLinkAbout20141169 Ver 9_401 Application_20180713Action History (UTC-05:00) Eastern Time (US & Canada) �brrrit by Anonymous User 7/13/2018 3:59:58 PM (Message Start Event) Accept by Carpenter,Kristi 7/13/2018 4:02:57 PM (DOT project) . The task was assigned to Carpenter,Kristi. The due date is: July 18, 2018 5:00 PM 7/13/2018 4:00 PM Staff Review i�#* 20141169 Version* 9 Is this project a public transportation project? * Is this a DOT F Yes f No project?* Reviewer List:* Select Reviewing Office:* Submittal Type:* Modifications C•' Yes �' No Garcy Ward:eads\gpward Washington Regional Office - (252) 946-6481 Does this project require a request for payment to be sent? * r Yes r• No Water Resources ENVIRONMENTAL �UPLITV Project Submittal Dated 7/13/2018 * Please note: fields marked with a red asterisk beloware required. You will not be able to submit the form until all mandatory questions are ans�red. Project Type: �' New Project C' Pre-Application Submittal C' More Information Response r Other Agency Comments l' For the Record Only (Courtesy Copy) New Project - Please check the new project type if you are trying to submit a new project that needs an official approval decision. Pre-Application Submittal - Please check the pre-application submittal if you just want feedback on your submittal and do not have the e�ectation that your submittal will be considered a complete application requiring a formal decision. More Information Response - Please check this type if you are responding to a request for information from staff and you have and ID# and version for this response. Other Agency Comments - Please check this if you are submitting comments on an ebsting project. Project Contact Information Name: Kristi Lynn Carpenter for Chris Rivenbark Who is subrritting the irrforrration? Email Address: crivenbark@ncdot.gov Project Information Project Name: US 17 (R-2514B, C& D) Is this a public transportation project? �' Yes �' No Is the project located within a NC DCM Area of Environmental Concern (AEC)? C' Ye�" No �' Unknown TI P#: WBS#: R-2514D 34442.1.3 (Applies to DOT projects only) County (ies) Onslow Jones Craven Please upload all files that need to be submited. C7ick the upload button or drag and drop files here to attach docurrent R-2514 D Modification Jones July 13, 2018.pdf 12.58MB Only pdf or Ime files are accepted. Describe the attachments: Modification sent in via email. rJ By checking the box and signing box below, I certify that: o I have given true, accurate, and complete information on this form; o I agree that submission of this form is a"transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY') o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY'); o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the online form." Signature: C.'� �rr'�jirrr [ r� t�x�rrrr �t Submittal Date: STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR July 13, 2018 US Army Corps of Engineers Regulatory Field Office 2407 West Sth Street Washington, NC 27889 Attention: Mr. Tom Steffens NCDOT Coordinator JAMES H. TROGDON, III SECRETARY NC Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 Mr. Stephen Lane NCDOT Coordinator Subject: Modification Request for USACE Individual Permit, Section 401 Water Quality Certification, Neuse Riparian Buffer Authorization and CAMA Major Development Pernut for the proposed improvement of US 17 from south of Belgrade at SR 1330/SR 1439 to the New Bern Bypass, in Onslow, Jones and Craven Counties. TIP No. R-2514 B, C& D, COE Action ID: SAW-2008- 00528. WBS 34442.1.3. Reference: Individua1404 permit dated May 22, 2015 Dear Sirs: As you are aware, the North Carolina Department of Transportation (NCDOT) is constructing the US 17 project in Onslow, Jones and Craven Counties. Since roadway fill was placed, drainage problems have occurred at a specific location on the northern section of the project (R-2514D). NCDOT has received complaints from adjacent landowners about ponding at this location, which is immediately south of US 58. This problem area is located in uplands, and is not therefore depicted in the permit drawings. The attachments include a map showing the area of ponding. To resolve the issue and drain the standing water caused by the roadway fill, we are proposing ditches to drain from the problem area toward the jurisdictional stream approximately 1200' south, which is Site 1 in the permit drawings for R-2514D. The proposed ditch on the left side of the —L- line will be at 0.26% grade from 303+75 to 316+20 Lt. The proposed ditch on the right side of —L- will be at 0.3% grade from 302+50 to 314+00 Rt. The ditches are proposed to be 4' base swales with 3:1 side slopes to maximize stormwater storage. Downstream of the 48" RCP crossline at 303+00, an existing 24" RCP driveway pipe is proposed to be replaced with a 54" RCP to further resolve the drainage issues. These modifications will require additional impacts to the stream and riparian buffers at this site, but no additional impacts to wetlands. Excavation through the riparian buffers is necessary in order to achieve an elevation low enough to drain the ponding that is occurring on the private properties. Permanent channel impacts increase by 127 feet. Streambank stabilization increases by 16 feet. Temporary channel impacts increases by 9 feet. Permanent surface water impacts increase by 0.01 acre. There are an additiona15,306 sq. ft. of buffer impacts in Zone 1, and 3479 sq. ft. in Zone 2, for a total increase of 8,785 sq. ft. Revised permit drawings are attached depicting these changes. MailingAddress: Telephone: (919)707-6000 Location: NC DEPARTMENT OF TRANSPORTATION FCIx: �919� 212-5%$S 1 OZO BIRCH RIDGE DffiVE ENVIRONMENT ANALYSIS UNIT CuStOmeY' S¢rviC¢: 1-877-368-4968 RALEIGH NC 2761 O IS9g MAIL SERVICE CENTER Website: www.ncdot.gov R.ai.EiGx NC 27699-1598 Since these changes require a modification to the Section 401 Water Quality Certification from NCDWR, authorization to debit the $570 Permit Application Fee from WBS element 34442.1.3 is hereby given. As this project is under construction, and the drainage problem is now an ongoing one, we ask that you giv� thi�-modif cation-r-equest your--urgent att�r�tion:----------- ------ -- - Sincerely, � �- --�— Philip S. Harris III, P.E., C.P.M. Environmental Analysis Unit Head cc: NCDOT Permit Application Standard Distribution List. Environmental Quality ROY COOPER {;over �o,. Mr. Philip S. Harris, III, P.E., CPM Manager, Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27b99-1598 Dear Mr. Harris: Subj ect: References: July 11, 2018 DMS Mitigation Acceptance Letter: R-2514 B/ C/ D, US 17 Widening from South of Belgrade in Onslow County to the New Bern Bypass, Onslow, Jones and Craven Counties USACE 404 Individual Permit issued May 22, 2015 and Modifications issued on September 29, 2016 and October 23, 2017 (USACE Action ID 2008-00528) NCDWR 401 Water Quality Certification issued March 2, 2015 and modified on April 8, 2015 and October 16, 2417 (NCDWR ID 22014-00169) NCDCM Major Development Permit issued on March 24, 2015 (Permit No 43-15) The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the additional compensatory stream and buffer mitigation for Section D of TIl' project R-2514. Based on the information supplied by you on July 10, 2018, the impacts associated with this project are located in CU 03020204 of the Neuse River basin and CLT 0302010b of the White Oak River basin in the Southern Outer Coastal Plain (SOCP) Eco-Region, and are as follows: Table 1— Additional Neuse 03020204 SOCP Impacts (feet/acres) n�acts (feet / acres) Stream Cold Cool � Warm 0 0 127.0 Wetlands Riparian Non- Coastal Riparian Marsh �0 0 0 Buffer (Sq. Ft.) Zone 1 I Zone 2 5,30f>.0 � 3,479.0 *NOTE: Some of khe stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. The additional stream and buffer impacts are located in Section D of this project. This additional impact and associated mitigation needs were not projected by the NCDOT in the 2018 impact data. DMS is currently providing stream, wetland and buffer mitigation for the impacts associated with this project located in cataloging unit 03020204 of the Neuse River basin as required by the 404 Individual permit, 404 Individual permit modification 401 and CAMA Major permits issued in March 2015, September 2016, April and May 2015, and subsequent modifications respectively, as show in the below table (in mitigation credits): %'Nothing Compares� State of North Carolina I Environmental Quality 2l7 West Jones Street I 1601 Mail Service Center I Raleigh, North Carolina 27699°•]601 919 707 8600 Mr. Harris TIPR-2514B/C/D July 11, 2018 Page Two Table 2— Current Permitted Impacts and Associated Mitigation Requirements provided by DMS (based �n 2015 and 2016 ermits and Revised Antici ated Im acts based on miti ation r uest Total Permitted Mitigation Provided by Additional Revised Total Impact Type Impacts DMS per Issued Impact (for Impacts* (feet / acre / sq ft) Permits (Credits) approval) Stream (warm) 4,027.0 8,054.0 127.0 4,154.0 Buffer (Zonel) 86,156.0 258,468.0 5,306.0 91,462.0 Buffer (Zone 2) 62,050.0 93,075.0 3,479.0 65,529.0 *Some of the additional stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. DMS will provide the amount of mitigation as determined by the regulatory agencies. All buffer mitigation requests and approvals are admiuistrated through the Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility for TIP Number R-2514B / C/ D. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation projects in the river basin to determine if available buffer mitigation credits e�ust. If there aze buffer mitigation credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT ILF Program. Tlus mitigation acceptance letter replaces the mitigation acceptance letters issued on November 14, 2014, February 25, 2015, September 15, 2016. And August 30, 2017. DMS commits to implementing additional sufficient compensatory stream and buffer mitigation credits to offset the impacts associated with this project as deteriruned by the regulatory agencies using the delivery timeline listed in Section F3.c.ui of the In- Lieu Fee Instrument dated July 28, 2010. At the request of the NCDOT and USACE, the additional non- riparian wetland mitigation requirements will be debited from the Croatan Mitigation site located in Neuse 03020204. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS. 8420. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely, J es . Stanfill Cr ' anagement Supervisor cc: Mr. Tom Steffens, USACE — Washington Regulatory Field Office Ms. Amy Chapman, Division of Water Resources, Wetlands/401 Unit Ms. Cathy Brittingham, Division of Coastal Management File: R-2514 B/ C/ D Additional3 �Nothing Compares�_ State of North Carolina I Environmental QualRy 217 West Jones Street � 160] Mail Service Center � Raleigh. 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R —25/4D R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEE HYDRAULICS ENGINEER lI�' II�I�II�lI1�'Il���� I '. � II�lIe1���S ID�� 1V4�°J[' �7�1C 1P'� C2DN�'1C'T$1L7�C'd'��I� P E RM IT D RAW I N G SHEET 3 OF 84 -,���,�_" "';� `� ,� r� ,� � _ �- �- - - � � �� �� �n������r _ ���y � �-'�� _ �- ����N- �f - -� - - - - - - - - - - - - - ��/L _ �_r-fl-� ��`Ls_�^- r� _ " �i - - — - - - _-�. ��-, r��s'�`�� � ��_�j-f`' ?'Lc'. _ `� — „��� i uvNAL 20' +/- ROW NEEDED �- (ASSUMED ADDTL. 30' FOR PERMITTING � PURPOSES) � o-% � r�, �� � � / � ����_ v — — / � � ' _- � ��� �� �—�� ( �� / _/ I � / \ � , �� � `� °, � � / �? � � �� BELL D OB DB DB DB ME SEE SHEET 32 FOR —L— PROFILE WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 302+50 to 303+50 -L- 48" RCP-IV 0.02 <0.01 345 40 Bank Stabilization 32 2 329+50 to 331 +50 -L- 36" RCP-IV 2.49 0.05 17+00 to 18+48.13 -Y3 RPA- 17+00 to 19+00 -Y3RPD- 3 372+50 to 374+50 -L- Dual Bridges <0.01 <0.01 0.07 0.66 17+51 to 22+00 2@ 8'X8' RCBC 0.08 0.02 <0.01 0.01 5 50 -DRV3- 11+50 to 12+50 -DRV4- 4 389+02 to 399+75 -L- Dual Bridges 0.76 0.06 0.06 0.12 1.19 48" RCP-IV 5 432+00 to 434+00 -L- 36" RCP-IV 0.86 0.05 6 437+00 to 446+00 -L- 1.60 0.13 0.03 TOTALS: 5.79 0.06 0.06 0.44 1.84 0.04 0.01 382.00 90.00 0.00 Site 2 is a total take, and all of the wetland has been accounted for, including the wetland that is outside of the ROW. There is permanent fill in wetlands at sites 3 and 4 due to the piles for the proposed bridges. Also, there is temporary fill in wetlands at sites 3 and 4 due to the piles for the work bridges. The pile areas are too small to show in the permit drawings, but they have been accounted for in the wetland summary. TN Revised 3/31/05 N Z � i w � o� � � N � N � � `� 7 � m / +r+ �� � � �, �3 � a �, � � , _, E ,-� � �� �� , o �-} .N � .� � �� .�.. _ a� �`'u a.ra,� o �-t_} � �+=> ��+� m ,�� o >,..� � r-� cQ.� �-%��' ��� � �.n ra ' � +<+++: 00 .o o �<+,-r p � � {+�+� M � = y�{� I�� ���� � ._� �� /- N�RS 2�Q7 �-r I � `� �� ��� $� i i sl , ��, � � ``l � 1 i r �J � I � L � T� �� �� �� D ETAI L'A' � � � � > LATERAL GRASSED SWALE i i �� � ( Not to Scale) �� � � ��] � b { �ERS FARM, INC � �' � ' � � � Na���a� �I F��� ' �_" I 0 PG 711 � �;, i `� � Ground 3•� �� p 3'� 1%Ft. SLOPE � PG 631 � , � � ���, � i PG 256 � � `] � p I B in. 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CHANNEL BED ESf. _ �Variable) 8 Tons of Class I Rip-Rap Est. = 16 SY Geotextile FROM STA. 303 + 16 TO STA. 303 + 34 -L- PROJECT REFERENCE NO. R -25/4D R�W SHEET NO. ROADWAY DESIGN ENGINEER SHEE HYDRAULICS ENGINEER ��1L�IL���S���1 �� I �. _L ��1���� ID�� 1V4�°J[' �7�1C 1P'� C2DN�'1C'T$1L7�C'd'��I� BUFFER DRAWING SHEET 2 OF 20 %/r�r ��-r ti � r '-�-r1-i-l`�r' ���! �'l�" . � , � - , ,� . - - � _ � _ - - - �i:,�,_ '-�J_r-i_� i� �y� !-.�iJ-- ' .'�'�'�7,. i-� n=, �n � �-��--''�,J'� -���d� - - - - - - - - - - - - - - - - ` ------------ _ ;-,-, _ _ _ - - - - - - �� - - -�� '� ,-�-,- -- �`tis'� - � - r r, � - - - - - ���_ .., „ ,� �-. � � � , r . -r � __r ._ _.� �i �-, r-��^i� _ . GRASS SWALE DATA ' STA. 302 + 50 TO 314 + 00 RT. -L- MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 r+����ivNAL 20'+/- ROW NEIEDED �ELL (ASSUMED ADDTL. 30' FOR PE�MITTING � PURPOSES) p � OB � DB I DB � DB I ME � i i i I I i � I J � SEE SHEET 32 FOR -L- PROFILE N O N i w � '' PROJECT REFERENCE NO. 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ADDITIdNAL 20'+/- ROW NE�EDED OB 282 PG 55 ;' ___ - ` 31.6 AC GRASS (ASSUMED ADDTL. 30' FOR PE�tMITTING � -- __ DB 278 PG 898 i ,- j PURPOSES} - p ' � CI /1I1� A Al17 1_TT_T _ � � DB I DB , � DB � ME GRAPHIC 100 50 0 END PROJECT R-2514C __-� MB �2 P� 8 � � � BEGIN PROJECT R-2514D -- '��' � '��L' J �-� � G \ , � _-, ' � f � i - � �,�i �I �- � � -L- ST� � 00 + 00 00 . � SCALE 100 ✓ . - - - � STA. 302 + 50 TO 314 + 00 RT. -L- r� - ` ,� I __ MITIGABLE IMPACTS ZONE 1 � � % �� � 1'' --- — - I , l, � � � � �� � i ��z- / � - � � � , / � i - � ' / � � � MITIGABLE IMPACTS ZONE 2 � -- ^ � ���� � � i �� I 200 SEE SHEET 32 FOR —L— PROFILE BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. 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