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HomeMy WebLinkAbout20161157 Ver 2_I-5504 Permit Application Addendum Buncombe July 5 2017_20170705STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR JUIy S, 2017 U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28805 ATTN: Ms. Loretta Beckwith NCDOT Division 13 Coordinator JAMES H. TROGDON, III SECRETARY SUBJECT: Addendum to the Application for Section 404 Individual Permit and Section 401 Water Quality Certification for the proposed I-26 Interchange improvements at NC 191 (Brevard Road), Buncombe County, Division 13; Federal Aid Project No. IMF- 26-1(191)47; TIP Project No. I-5504. RE: Permit Application for Section 404 Individual Permit and Section 401 Water Quality Certification Submitted on November 21, 2016 Dear Ms. Beckwith: On November 21, 2016 the North Carolina Department of Transportation (NCDOT) submitted an application for Section 404 Individual Permit and Section 401 Individual Water Quality Certification for modification of the I-26 / NC 191 (Brevard Road) interchange ramps, widening and elevating the NC 191 bridge and approaches through the interchange, reconstruction of the I-26 pavement, paving the median of I-26, and reconfiguration of local roadways. Concerns were expressed by the West Range LLC (Biltmore Estate) regarding stormwater volume and erosion in areas discharging to Westerly Lake. Based on these concerns, and subsequent coordination between West Range and NCDOT, the hydraulic design at Site 1D has been revised. The existing stream channel paralleling I-26 will be stabilized with rip rap to minimize potential for erosion and downstream sedimentation as described below under Site 1D. Revised permit impact drawings are attached (a full set is provided — changes occurred to permit drawing sheets 2, 3, 4, 7, 8, and 26 of 26). Also attached are the following: DMS Mitigation Acceptance Letter, Biltmore comment response memo, Section 106 (SHPO) email, and Section 7 Concurrence Request Letter. Mailing Address: Telephone: (919) 707-6157 Locarion: NC DEPARTMENT OF TRANSPORTATION Fax.' (919) 21Z-S78S IO2O BIRCH RIDGE DRIVE NATURAL ENVIRONMENT SECTION CustOmel^ Service: 1-877-368-4968 RALEIGH, NC 27610 1598 MniL SExv[cE CEtsrex Website.• www.ncdot.gov Rni.E[cx, NC 2�699-1598 PROJECT SCHEDULE Due to delays related to right-of-way and the concerns being addressed through the permitting process, the project is likely to extend into the summer of 2019. IMPACTS TO WATERS OF THE UNITED STATES Changes to Permit Impact Sites One site (lc) has been revised and is addressed below: Site ld — UT to Long Vallev Branch A 15" Corrugated Metal Pipe (CMP) is being plugged and filled, and a new 15" Reinforced Concrete Pipe (RCP) / Corrugated Steel Pipe (CSP) is being installed at this site to assist in proper roadway stormwater drainage. The new pipe will outlet adjacent to a UT to Long Valley Branch/Westerly Lake (Stream SI). Stream SI paralleling the Biltmore Estate fence will be lined with rip rap for 313 linear feet to address erosion and sediment concerns expressed by West Range through the Section 404 public comment process. In addition, a rip rap ditch has been extended above Stream SI, paralleling the proposed toe of slope of I-26, to further minimize sedimentation from overland flow in this area and to contain the stormwater runoff, keeping it on NCDOT property. Although the stream channel is entirely within NCDOT right-of-way, temporary access has been negotiated with West Range to allow construction of this channel stabilization from the Biltmore Estate. Due to the reinforced soil slopes utilized along this section to minimize impacts to Clean Water Act resources, the channel work will have to be performed from the east (Biltmore) side of the stream. The State Historic Preservation Office has stated that this will be acceptable impact to the 4f property. Wetlands The revised design has not changed the original wetland impacts proposed in the November 2016 application. Ponds The revised design has not changed the original pond impacts proposed in the November 2016 application. I-5504 Individual Permit Application Addendum Page 2 of 4 MITIGATION OPTIONS Avoidance and Minimization In addition to the measures provided in the November 2016 application, the following additional specific measures have been revised/added to maintain water quality: •[Revised] Sites lc: The UT from the outlet of the 14'x14' RCBC (Stream SI) to Westerly Lake will be avoided except for placement of mats ar other devices over the stream (above ordinary high water mark) for construction equipment access; •[Added] Site 1d: The UT adjacent to I-26 (Stream SI) will be lined with rip rap to limit sediment transport to Westerly Lake. Compensatory Mitigation Compensatory requirements for I-5504 are summarized below in Table 3. The proposed design changes have increased total stream impacts by 282 linear feet at Site ld. No other changes to proposed impacts have occurred. The project will permanently impact 2,1701inear feet of cool water streams. Table 3. Impacts Requiring Mitigation Required NCDMS Mitigation USACE Stream Impacts (linear feet) 2,115 791 @ 2:1 1,324 @ 1:1 CULTURAL RESOURCES Riparian Wetland Impacts (acrel 0.02 2:1 A Right-Of-Entry (ROE) has been obtained from West Range to temporarily access areas along Site 1 d for installation of the channel stabilization. The ROE is required, as described above, due to the steep slopes being used to minimize overall impacts to CWA resources. This ROE includes removal and replacement of the existing right-of-way (R/W) fence along the edge of the Biltmore Estate. Temporary livestock fencing will be installed along the construction easement while the project is being built. The temporary livestock fence will be removed and R/W fencing will be installed along the edge of the NCDOT R/W upon completion of the project. On June 7, 2017, the NC SHPO submitted an email verifying the decision on May 5, 2017 of a No Adverse Effects finding for the project including the proposed design revisions and ROE. A copy of the email is attached. I-5504 Individual Permit Application Addendum Page 3 of 4 A copy of this permit application addendum and its distribution list will be posted on the NCDOT website at http�Jlxfe.r.sca-vices.ricdot.�ov/��iea/Perrnl���51. Thank you for your time and assistance with this project. Please contact William Barrett either at �vava��retr<t���ledot.go�� or at (919) 707- 6103 if you have any questions or need additional information. Sincerely, �-- �' Philip S. Harris III, P.E., C.P.M. Environmental Analysis Unit Head Cc: NCDOT Permit Application Standard Distribution List 1-55041ndivida�al Perniit Application Addendccm Page 4 of 4 Mfti�cz�ae�n Ser�veces ENVIRONMENTALQUALITY July 3, 2017 Mr. Philip S. Harris, III, P.E., CPM Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: Mitigation Acceptance Letter: I-5504, I-26 at the NC 191 Interchange, Buncombe County ROY C�OPER The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the compensatory stream and riparian wetland mitigation for the subject project. This letter replaces the acceptance letter issued on October 20, 2016. Based on the information supplied by you on July 3, 2017, the impacts are located in CU 06010105 of the French Broad River basin in the Southern Mountains (SM) Eco-Region, and are as follows: French Braad , Stream Wetlands Buffer (Sq. Ft.) Ob010105 Non- � Coastal i SM Cold Cool Warm Riparian Zone 1 Zone 2 _ � : I, Ri�'arian Marsh Impacts 0 2, ll 5.0 0 � 0.02 0 � 0 0 0 (feet/acres) *Some of the stream and/ar wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. The impacts and associated mitigation needs were under projected by the NCDOT ni the 2016 impact data. DMS will commit to implement sufficient compensatory stream and riparian wedand mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery rimeline listed in Section F3.c.iii of the In-Lieu Fee Instrument dated July 28, 2010. 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. If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420. Sincerely, , . ai es B. Stanfill �" edit Management Supervisor cc: Ms. Lori Beckwith, USACE — Asheville Regulatory Field Office Ms. Amy Chapman, NCDWR File: I-5504 State of North Carolina � Envfrorunental Quality � Mitigation Services 1652 Mail Service Center � 217 W. Jones Street, Suite 3000 � Raleigh, NC 27609-1652 919 707 8976 "T May 16, 2017 In response to the email from the USACE on March, 23, 2017, the following comments are presented (numbered for reference to email): NCDOT met with West Range on-site on March 10, 2017 during which time a revision to the plans was discussed that would be beneficial to both parties and address the concerns expressed in the March 13, 2017 letter to the USACE from West Range. Subsequently, a change to the drainage plans was devised, presented to West Range and accepted by a right of entry agreement allowing NCDOT to make these changes. The revised plans are attached. In addition to revising the plans in upland areas, the revision will also impact an existing stream that runs parallel to the toe of the roadway fill slope. The stream is listed as "SI" in the Categorical Exclusion document dated October 2015 and Site 1D on the permit application. Although the changes to the plans result in impacts to jurisdictional areas greater to those shown in the permit application, NCDOT believes these changes will adequately address any long-term erosion and sedimentation concerns referenced in the letter by West Range. A summary of the changes to jurisdictional areas are as follows: Site 1D • Proposed 282 feet of additional permanent stream impact for a total of 313 feet. Note the 31 feet shown in the original permit application was for stream bank stabilization only. The 313 feet now proposed would be to completely armor the stream. • Proposed 10' of temporary impacts for erosion control devices and dewatering during construction. 2. NCDOT does not propose to change the plans with respect to Westerly Pond. We agree that our design will increase discharges to the pond but our analysis to date does not warrant any changes to our design. We believe addressing potential erosion concerns by way of armoring the contributing drainage ways will address the concerns raised by West Range. It should be noted these post-construction measures are in addition to the erosion control measures that will be used during construction to control erosion. As noted above, NCDOT will obtain a Right of Entry (ROE) to perform the work on the West Range property. Below is a summary of the work Blythe Development Corporation (BDC) will do to construct the armored ditch: To keep the proposed channel work inside NCDOT ROW, steeper reinforced soil slopes (RSS) are proposed along the right side of I-26. The steep slope of the RSS will not allow BDC to construct the proposed armored ditch from the I-26 fill slope. BDC will need to access the area from the backside of the channel adjacent on the Biltmore property using the ROE agreement. BDC will remove the existing R/W fence and place a temporary livestock fence as needed on Biltmore's property and construct the channel and rip rap stabilization. BDC will then place a new fence along any portion of fence previously disturbed as well as remove the temporary livestock fence. Lastly BDC will place a CA fence along the NCDOT existing ROW. From: Sent: To: Cc: Subject: Attachments: Beckwith, Loretta A CIV USARMY CESAW (US) <Loretta.A.Beckwith@usace.army.mil> Thursday, March 23, 2017 3:57 PM Morgan, Stephen R; Tipton, Ricky A Jones, M Scott (Scott) CIV USARMY CESAW (US); Matthews, Monte K CIV USARMY CESAW (US) USACE comments re STIP No. I-5504 West Range - Our 3_13_17 Comments to Corps.pdf Follow Up Flag: Follow up Flag Status: Flagged Good afternoon Stephen and Rick, After reviewing the attached letter from West Range, LLC and the Biltmore Company, we've requesting the following information from NCDOT: 1. Concerning Outfalls 1-4 - as I understand it, NCDOT met with West Range on-site on March 10, 2017, to discuss these outfall pipes, and that NCDOT was considering revising their plans. If this is accurate, please (1) let me know, and (2) please submit the revised plans and provide a text description of the changes, to include formerly proposed impacts (as noted in the application and public notice) and the revised impacts to waters of the U.S. Please include the type and length (or area) of impact - e.g., formerly proposed impact of 20' for culvert extension - revised impact of 30' for culvert extension and 20' of rip rap, etc. Also, please summarize any proposed changes and detail how, in NCDOT's opinion, the revised plan/design for these outlets would not have adverse effects on downstream areas, and whether or not the proposed project/plans meet all necessary requirements (e.g., stormwater, sediment control, etc.). If NCDOT is not going to revise the plans, please detail how, in NCDOT's opinion, the propped plan/design for these outlets would not have adverse effects on downstream areas and whether or not the proposed project/plans meet all necessary requirements (e.g., stormwater, sediment control, etc.). 2. Concerning Westerly Pond, the dam, outfall/overflow mechanisms, and downstream areas - I'm not aware that NCDOT is considering revising the plans here (Site 1), but if I'm mistaken, please (1) let me know, and (2) please submit the revised plans and provide a text description of the changes, to include formerly proposed impacts (as noted in the application and public notice) and the revised impacts to waters of the U.S. Please include the type and length (or area) of impact. If NCDOT is not going to revise the plans, please detail how, in NCDOT's opinion, the propped plan/design for this area would not have adverse effects on Westerly Pond, the dam, outfall/overflow mechanisms, and downstream areas, and whether or not the proposed project/plans meet all necessary requirements (e.g., stormwater, sediment control, etc.). Please let me know if you have any questions about what I've written above. Thank you, Lori -----Original Message----- From: Lach Zemp [mailto:LZemp@roberts-stevens.com] Sent: Monday, March 13, 2017 2:39 PM To: Beckwith, Loretta A CIV USARMY CESAW (US) <Loretta.A.Beckwith@usace.army.mil>; kevin.barnett@ncdenr.�ov Cc: Mahoney, Kevin <Kmahoney@ncdol.�ov>; Lawton, Thomas <Tlawton@ncdol.�ov>; Tipton, Ricky A (rtipton@ncdot.�ov) <rtipton@ncdot.�ov>; Bill Cecil <bcecil@biltmore.com>; Dini Pickering <dpickerin�@biltmore.com>; Chuck Pickering <Cpickerin�@biltmore.com>; Bruce Hazzard <hazzardcon@aol.com>; Jack Stevens <JStevens@roberts-stevens.com>; Vince Childress <VChildress@roberts-stevens.com>; Ashley Norris Kuykendall <AKuykendall@roberts-stevens.com> Subject: [EXTERNAL] Requested Follow Up Comments on Action ID: SA-2014-02016; STIP No. I-5504 Ms. Beckwith and Mr. Barnett: Pursuant to Ms. Beckwith's request, attached is a letter containing follow up comments on behalf of West Range, LLC, and The Biltmore Company regarding their concerns about the potential impacts to the Biltmore Estate in the area of Westerly Pond. We appreciate Ms. Beckwith creating an opportunity for us to discuss these concerns and NCDOT's willingness to sit down and discuss these with us. If there are additional questions or information you seek, please let me know. Lach F. Lachicotte Zemp, Jr. Attorney � Roberts & Stevens, P.A. City Centre Building � 301 College Street, Suite 400, Asheville, NC 28801 Office: 828-252-6600 � Direct: 828-210-6827 Blockedwww.roberts-stevens.com <Blockedhttp://www.roberts-stevens.com> PROJECT REFERENCE NO. SHEET NO. � RNJ SHEET NO. �(��..FL.Q ��� ROADWAY DESIGN HYDRAUUCS C' �"S ENGINEER ENGINEER �Vq� a � SRS ?p0) . ' )� / � \ \� I DOCUMENT NOT CONSIDERED FINAL RETEHtION PoHD UNLESS ALL SIGNATURES COMPLETED �� / \-. BANK STABILIZATION SEE DETAIL MM (BANKS ONLY) \ BCL OF ASHE�ILLE-'��.y� \ LATERAL BASE DITCH O OO � ,, (�SH�W!�.I�.; KIA1 S7 _ l� SEE DETAIL H � Y� I� � \ CA�RRY NORMA STORMWAT R DI�SCH RG�, N 1� P.:�EV�r.i t� R_?.A�^, ,i 'a�. �� �.,� �. 4.;..:. 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' ��� SITE � 1� � �\ �, '', ����,� � I= �-�� s�r � X�, , ;' S ITE 1 D �,� � � ' {�'ESTERLY LAKE h� \\ � � � � / � � � � V � 1 �Cs�..:� e . +,PB�r. LLC � '� i ` x \ � c� �P���r �srarE� � i /, �� + � �� A �,A� . � JUkISDICT`ONAL °ONU � � � ' � � ' ��, �� � 1 � 1 � / � I ' � �� � DENOTES IMPACTS IN PERMIT DRAWING � I � SURFACE WATER � DENOTES TEMPORARY IMPACTS IN SURFACE WATER SHEET 3 OF 26 � �DENOTES IMPACTS IN SURFACE WATER (POND) 50' 0' 50' � DENOTES FILL IN WETLAND FOR —LLT— PROFILE, SEE SHEET NO. 14 FOR —LRT— PROFILE, SEE SHEET NO. 14 FOR —RPB— PROFILE, SEE SHEET NO. 23 Barrett,DNilliamDl From: Watson, Malcolm C Sent: Wednesday, June 07, 2017 1:18 PM To: Barrett, William A Subject: FW: I-5504Interchange modification Email from Renee to Lori Malcolm Watson, PE Design-Build Engineer Design-Build Unit North Carolina Department of Transportation 919 707 6614 office mcwatson�,ncdot.gov 1020 Birch Ridge Drive Raleigh, NC 27610 (Delivery) 1595 Mail Service Center Raleigh, NC 27699-1595 (Mail) •,.. �.��r. ^ y . �� �'�{.{ . � =. � .� -� . � Y y� ����:�__ �. .�. �- . Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Furr, Mary Pope Sent: Wednesday, June 07, 2017 1:15 PM To: Watson, Malcolm C <mcwatson@ncdot.�ov> Subject: FW: I-5504 Interchange modification From: Gledhill-earley, Renee Sent: Wednesday, June 07, 2017 1:08 PM To: Lori Beckwith (Loretta.A.BeckwithCa�usace.army.mil) Cc: Furr, Mary Pope Subject: I-5504 Interchange modification Lori: Mary Pope just reminded me that you needed to know that I am okay with what is to happen at Biltmore on this project. I actually updated my project info, but forgot to send you the message. So, I am hoping that the following notation in our project file will let you go ahead and accept a no adverse effect for this project and Biltmore. 5/26/17: reviewed drainage plans on Biltmore Estate with Mary Pope Furr at E/E meeting. No adverse effect and Biltmore Estate good with the plans so not likely to object. Passed on this info to Lori Beckwith, USACE, so she can continue with project permit. RGE Thanks, Renee Renee Gledhill-Earley Environmental Review Coordinator State Historic Preservation Office NC Dept. of Natural and Cultural Resources 919-807-6579 Renee.Gledhill-Earley�a ncdcr.gov 109 East Jones Street � 4716 Mail Service Center � Raleigh, NC 27699-4617 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Please Note: Requests for project review or responses to our review comments should be sent to our Environmental Review emailbox at environmental.review(a�ncdcr.qov Otherwise, 1 will have to return your request and ask that you send it to the proper mailbox. This will cause delays in your project. Information on email project submittal is at: http://www.hpo.ncdcr.qov/er/er email submittal.html Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. STATE OF NORTH CAROLINA DEPARTN�NT OF TRANSPORTATION ROY COOPER GovExr�ox June 26, 2017 Ms. Janet A. Mizzi Field Supervisor US Fish and Wildlife Service 160 Zillicoa Street Asheville, NC 28801 JAMES H. `I�OGDON, III SECRETARY Subject: Section 7 Concurrence Request for the Proposed I-26 at NC 191 Interchange Modification, Buncombe County, Federal Aid Project No. IMF-026-1(191)47; WBS No. 45552.1.1; Division 13, TIP I-5504 Reference: Section 7 Consultation for the Northern long-eared bat and Gray bat, May 4, 2016 Bridge and Culvert Bat Assessment, dated August 25, 2016 I-5504 - Lighting Plan/Response I-5504 - Lighting response email, dated March 10, 2017 Dear Ms. Mizzi, The purpose of this letter is to request concurrence from the U.S. Fish and Wildlife Service (USFWS) pursuant to Section 7 of the Endangered Species Act, as amended (16 U.S.C. 1531 et seq.) (ESA) for the proposed I-26 at NC 191 Interchange Modi�cation, Buncombe County. �s of A ril 11, 2017 the USFWS lists eleven federall rotected s ecies for Buncombe Coun . Scientific Name Common Name Federal Habitat Biological Status Present Conclusion lasmidonta raveneliana Appalachian elktoe* E No No Effect ombus a�nis Rusty-patched bumble bee E ** ** Clemmys muhlenbergii Bog turtle T(S/A) No Not Required pioblasma florentina walker Tan riffleshell* E No No Effect rimonax monachus Spotfin chub* T No No effect Geum radiatum Spreading avens E No No Effect Glaucomys sabrinus coloratus Carolina northern flying squirrel E No No Effect Gymnoderma lineare Rock gnome lichen E No No Effect icrohexura montivaga Spruce-fr moss spider E No No Effect yotis grisescens Gray bat E Yes MANLAA yotis septentrionalis Northern long-eared bat T Yes *** agittaria fasciculata Bunched arrowhead E No No Effect arracenia rubra ssp. Jonesii Mountain Sweet Pitcherplant E No No Effect olidago spithamaea Blue Ridge Goldenrod T No No Effect �Ylailing Address: Telephone: (919) 707-6000 Loca�ron: NC DEPARTIvIENT OF TRANSPORTATION Fax: (919) 2] 2-5785 I OZO BIRCH R1DGE DRIVE ENVIRONMENT ANALYSIS UMT Customer Se�vice: 1-877-368-4968 RALHIGH NC 27610 1598 MAIL SERVICE CENTER Website: www.ncdot.gOv Rn[.eiGfl NC 27699-1598 piraea virginiana Virginia spiraea* T No No Effect E— Endangered; T— Threatened; T(S/A) — Threatened due to similarity of appearance MANLAA = May Affect — Not Likely to Adversely Affect *Historical records (the species was last observed in the county more than 50 years ago) **No Section 7 survey, conclusion, or consultation is required at this time. ***May Affect—NLEB is exempt due to consistency with the 4(d) rule Summa ,r� f Species with Habitat: Gray bat — In the late summer of 2016, the North Carolina Wildlife Commission (NCWRC) documented the gray bat (Myosis grisescens) roosting in several bridges in Buncombe County in close proximity to the proposed project site. Additionally, two transmitted gray bats were identified to be using areas in the vicinity of the project site for night foraging. As such, the project does have habitat for the gray bat. Based on the results of a gray bat survey conducted on August 22 and 23, 2016 (enclosed report dated August 25, 2016), gray bats are not roosting in any of the structures at the project site. Attached is the lighting plan for this project. BIOLOGICAL CONCLUSION: May Affect Not Likely to Adversely Affect Northern long-eared bat — According to the North Carolina Natural Heritage Program (NHP) Biotics Database, most recently updated January 2016, the nearest NLEB hibernacula record is 19 miles east (EO ID 32137) and no known NLEB roost trees occur within 150 feet of the project area. EO 32137 represents Bat Site Preserve, including Big Bat Cave and Little Bat Cave with multiple observations from 1980 to 2014. NCDOT has also reviewed the USFWS Asheville office website for consistency with NHP records. This project is located entirely outside of the red highlighted areas (12-digit HCJC) that the USFWS Asheville Field Off.ce has determined to be representative of an area that may require consultation. See referenced Memo enclosed. NCDOT has determined that the proposed action does not require separate consultation on the grounds that the proposed action is consistent with the final Section 4(d) rule, codifed at 50 C.F.R. § 17.40(0) and effective February 16, 2016. NCDOT may presume its determination is informed by best available information and consider Section 7 responsibi�ities fulfilled for NLEB. Proposed Commitments 1. If anything changes with the location or extent of the work or the lighting, USFWS will be contacted immediately. 2. A kickoff ineeting will be held with all contractors and subcontractors prior to the permitted work commencing on the project to ensure the limits of construction and scope of work are clear. Please see the attacl�ed • Section 7 Consultation for the Northern long-eared bat and Gray bat, May 4, 2016 • Bridge and Culvert Bat Assessment, dated August 25, 2016 • I-5504 - Lighting Plan/Response • I-5504 - Lighting response email, dated March 10, 2017 NCDOT believes that the requirements of Section 7(a)(2) of the ESA have been satisfied and hereby request your concurrence. If you have any questions, please contact Bill Barrett at wabarrett(c�ncdot. o�v or (919) 707-6103. Sincerely, �g� Phillip S, Harris, P.E., C.P.M. Environmental Analysis Unit Head Cc: Ms. Lori Beckwith, USACE Mr. Jared Gray, NCDOT — NES Ms. Kathy Herring, NCDOT — NES Mr. Chris Manley, NCDOT - NES Ms. Marella Buncick, USFWS Mr. Roger Bryan, NCDOT — Division 13 Mr. Malcolm Watson, NCDOT-Design Build � � d` � O V • � � V `1 � O V See Sheet 9A Fo� Index of Sheets See Sheet iB For Conventional Symbols -L- STA.16 + 45. 00 BEGIN TIP P. -L- STA. l9 + 2 ` THlS PROJECT IS WlTHIN THE MUN7CIPAL BOUNDARIES OF ASHEVILLE. THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS TO INTERCHANGES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO LLMlTS ESTfIBLISHED BY METHOD LI. DESIGN EXCEPTION REQUIRED FOR THE HOR/ZONTAL l2ADII OF -LPD- AND -RPD-. L ��1`i��1Ls �llry �U,���1Lll �a����\il���s/'� �������� �� �������� B U1�lCOMBE CO U1�TY LOCATI011I: I-26✓/111C 191 (BREVARD ROAD) I11lTERCHANGE MODIFICATIOIVS AND I-26 WIDE11lI111G A1VD PA VEMENT REC011tSTR UCTION TYPE OF WORK GRADI11tG, DRAI11tAGE, PAVING, STRUCTURES, CULVERT, RETAINI11lG WALLS, SOU11lD WALLS, SIGNALS, AND SIG11lI11IG WETLAND AND SURFACE WATER IMPACTS PERMIT Tp �l J ��s,1r �L ��J�, 9 � � �� �� � %a�- �� � I BEGIN BRIDGE o J —YRT— STA. 31 +34.37 + o � �� PERMIT DRAWING SHEET 1 OF 26 Nq\ a,�HSRs 2��) TO ASHEVILLE � DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED Prepored in fhe Office of: gyDRAULIC DESIGN GRAPHIC SCALES DESIGN DATA PROJECT LENGTH RSF�H ExcrxEEx ADT 2016 = 95,90o ARCHITECTS ENGINEERS-PLANNERS, INC. $� 2$ 0 $0 1�� 8601 S!X FORICS ROAD, SULTE 260 NOTy' ADT 2�4� = 118,3�0 RALE/GH, NC 27615 0� � LENGTH ROADWAY TIP PROJECT I-5504 = 1.212 MILES �� e'��� D H V = 10 % 2012 ST9NDARD SPEClFICATIONS �� P PLANS D= 55 % LENGTH STRUCTURE TIP PROJECT I-5504 = 0.000 MILES j,E � � SIGNAT[JRE: Gq � 50 25 0 50 100 T= �q %+ TOTAL LENGTH TIP PROJECT I-5504 = 1.212 MILES RIGHT OF WAY DATE: JASON TALLEY, PE � g rno�Ecr EvcrrEFx ROADWAY DESIGN � o V= 70 MPH FEBRUARY I6.20I6 ENGINEER PROFILE (HORIZONTAL) �`���. ���� *(TTST =10% + DUAL =4%) *NOTE: EASTBOUND LANES USED TO CALCULATE LENGTH OF PROJECT. e� p�wN�@ l0 5 0 l0 20 LETTI1YG DATE: ALLISON DRAKE, PE FUNC CLASS = INTERSTATE FEBRUARY l6, 2016 PROJEcr DEsrcN ENcrNEEx K. ZAK HAMIDI, PE PROFILE (VERTICAL) xcvor coNrAcr PE SIGNATURE: v� � 3 J O 0 4� Qt E � 0 � Li.l � � 2 W / DETAIL A SPECIAL LATERAL BASE DITCH � Noi m s<oie� Nowroi Ground ?�� p '1'� fillSlope d GeOiea�r�e B Min. D-- 2.5 Ft. Max.d= 2 Ft. �wne� e � a o' B- 2 Ff. Type of Liner= Closs B Rip-Rop �DE = 358 CV FROM STA.20-75 TO STA 23+00 RT -L- DETAIL G CHANNEL CHANGE � N t ro Scole) ua��.ai naw.oi Ground 7�� .��� Gra�nd d � Geo�e.iile B Min. D= 2 Ft. Max.d= 2 Ft. B= 6 Fi. Type o(Liner- Closs 8 Rip-Rop FROM STA.24'-27 TO STA.24+45 LT-L- FROM STA. 57 �-75 TO STA. 57+95 LT -l- DETAIL P SPECIAL LATERAL BASE DITCH �Notfo Scale) NoN.al � o� Fill Graund 6�� p 6 Slape F\a��et u Min. D= 1 Ft. B= 2 F. FROM STA.39+00 TO STA.42+50 LT -L- DETAIL W SPECIAL CUT DITCH wrHINGE �Notto Smle) NaNral Ground �'�s ( F\ H¢< � Fron� 6/ D 3'� � DircM1 6.0 Slape B Min. D= 2 Ff. B= 2 Ft. FROM STA. 62+00 TO STA. 62+50 LT -L- DETAIL EE SPECIAL CUT BASE DITCH (No��a Scole) Ground ?:/ ti.\� e� oioce d � F� 5� n Geo�ex�ile g Min. D= 7 Ft. Moz. d= 2.2 Ft. B= 2 Ft. e of Liner= Class 8 Rip-Rap FROM STA. 69+00 TO STA. 69+50 RT -L- DETAIL B SPECIAL LATERAL 'V' DITCH i No+w scaie� F'ill Na�ural �,� ° sloce Ground Z:) " D F o s� d Geo�er��le Min. D= 1.5 Ff. Type of tiner= Class B Rip-Rap Max. d= 1.5 Ft. FROM STA. 22+40 TO STA. 24+30 LT -L- DETAIL H LATERAL Ba SE DITCH � Naf Scale� b �rol Gro�n `3'1 p '� 1"iF�. S�IoOe d GEaTE%�ILE 8 Min. D= l Ft. Max. d- 2 H. B = 2 H. 'whan B'is < 6.0' b-= VAR 1.5-5 Ft. Type of Liner= Closs B Rlp-kop DDE - 1]6 CY FROM STA.26+50 TO STA. 28+10 LT -L- FROM STA 28+25 TO STA.28�75 LT -L- FROM STA. 29+00 TO STA. 30+00 LT -L- DETAIL Q STANOARD BASE DITCH � N f �o Scole� G�ound ural 6� 61 Groun D Min. D= 0.5 Ft. � B= 2 Ft. FROM STA.11+70 TO STA. 12+85 RT -LPB- DETAIL X SPECIAL LATERAL BASE DITCH ( Nof lo Scole� NaNrol F��� G.ound 4:7 A� � � slope d � F\� e ceo�e•nie g Min. D- 4 Ft. Max.d= 1.5 F. pe of Liner- Class B Rip-Rap g- b Ft. FRnM STA. A�+(lIt Tn iTA. R4+5(1 RT -L- DETAIL FF SPECIAL CUT BASE DITCH �Nol�a Scolc� Nofural b� °� Ground 3:� ti' o e� S�lope d � F� ti ceo�e.�ae g Min. D= 2 Ff. Max. d= 2 Ft. 6= 2 Ft. e of Liner= Cinss B Rip-Rop FROM STA. 73+25 TO STA. 75+00 LT -L- DETAIL JJ CHANNEL CHANGE ( Not ro s�oie) � Natural I I P�oposed Groun=-� u„�V� FiII5\lope _ Z2a� ?. D �„/Ft. ` J d GfOTE%TILE B MIl1.0- 3 Fi. �Exisi.Chonnel Max. d= 5 Ft. B= 10 Ff. 6= 5 Ft. Type of Liner-Class I Rip Rop DDE = 161 CY FROM STA. 80+70 TO STA. 81+40 LT -L- DETAIL PP STANDARD BASE DITCH � Naf �a 5<ole� G��,m Hm�.oi o�n 7�� D ry�� Groun d �eo�e.+le g Min. D= 2 Ff. Min.d= 2 F. �wM1en s �s � 6.0' B= 2 F. YKUM -L- ]IA.:11+bL IU �IA.:11+/Y ILI FROM -L- STA. 36+26 TO STA. 36+42 RT DETAIL C SPECIAL LATERAL BASE DITCH � no� �o s�oi�� Naiurvl r;able Graund 1;� D FiII5lope d cEoiEzii�E B Min.D= 2.5 Ff. Mox.d= 2 Ft. `When B is < 6.0' g= � F�� Type oF Liner- Class I Rip-Rap DDE- 120 CY FROM STA. 23+a0 TO STA. 24-25 RT -L- DETAIL J SPECIAL CUT DITCH �No��a Scale� urol 15, o` OncF Graund Z:/ D F�o e� Slope d Gaote.Yia Min. D- 2 Ft. Type of Liner= Class B Rip-Rap Max d- 2 Ft. FROM STA. 30+00 TO STA. 32+50 LT -L- PROM STA. 58+50 TO STA. 67+50 LT -L- DETAIL R SPECIAL CUT BASE DITCH ( Nol lo Scale� No�ural F.o�f Ground 6;� p b� DirA � ° � slope i "' Min.D= 1.5 Ft. B= 2 Fi. FROM STA. 50+50 TO STA. 52+75 RT -L- FROM STA. 56 I- 00 TO STA. 57 110 RT -L- DETAIL D SPECIAL LATERAL BASE DITCH � Hm �o scael ��oi �5� o` Ground 2;� p � �p\le� Fill d i Slove GEOiExn�E B Min. �= 2.5 Ft. Mox. d= 2 Ft. �wMen e iz � bo' B= 2 Ft. Type of Liner= Class I Rip-Rap FROM STA. 24+25 TO STA. 25+75 RT -L- DETAIL K SPEGIAL L4TEItAL BASE DITCH �No��o Scole� NoNral Ground 3-� p '� FiII5lapc d GEo*ExnlE B Min. D- 2 F. Morc. d- 2 F. 'WFen B��s � 6.0' H- 2 ft. Type of Liner= Class B Rip-Rap D�E = 169 CY FROM STA.321-50 TO STA.36-I-00 LT -L- DETAIL S SPECIAL LATERAL 'V' DITCH INo�ro smlel , Fill 1 sioae G�o��d ?'/ D d Geoiex�ile Min. D= 1.5 Fi. Type of Liner= Class B Ri�Rap Min. d= 1.5 Fi. FROM STA. 57+50 TO STA. 58+90 RT -L- DETAIL Y ae2nn oiTCH _ DETAIL Z ° a ������ s���e� � i SPECIAL CUT DITCH wrHINGE Nar�rol I No� ro Scole� -� VAR Ground � 6,0' VAR 9m , 5.� �� o�'c � 10.o'v.C. ?�� D �PR� dR ?I D F�n ¢ 5lope eoiex�ile Min. D�- 2 it. Min. D- 1 Ft. TYPe of Liner=G Class B Rip-Rop Min. d-� 2 F. FROM STA. 64+00 TO STA. 73+25 LT -L- FROM STA. 13+30 TO STA. 14+80 LT -RPD- DETAIL GG SPECIAL CUT DITCH wrIiINGE � Nof lo Scole� ural pe� � Grou�d 4.0' b� �� Fronr d `!'/ D F�o��e� �n�h sioae �ao�e.ne B Min. D= 2 F}. Max. d= 2 R. Type of Liner= Motting B- 2 Ft. FROM STA. 75+00 TO STA. 76+50 LT -L- INo�.o smie� b No�u.ol c.00�a !s.� p � � sioce GEOTE%iLE B Min.O= 1.5 F1. Mo.. d= 1.5 Ft. 8= 2 F. b= 2 F1. Type of Liner�= Class I Rip-Rap DDE = l2 CY DETAIL QQ LATERAL BASE DITCH (Nolto S�ole) b naw,ai Ground �5.� D,�. 1 l,.ht. SIoPe d GEorExri�E g Min. D= 6 Ft. Max.d- 6 F. �wV�e� e�s . bo B= 4 F. Type o4 Liner= Class I Rip-Rap 6= 4 Ft. FROM -L- STA.28+61 TO STA. 28+76 RT FROM -L- STA. 29+00 TO STA.32+00 RT DETAIL E L4TERAL Bo SE DITCH �No� Scole) b Hm�.ai �- v;n Ground 1�l p 1"/n_ Slope d cEoiExTILE B Min. D= ] Ff. Max. d= 2 H. B= 2 Ft. •WFen B is - 6.0' 6- 5 Ft. Type of Liner= Class I Ri�Rap DDE - 67 CY FROM STA 25+75 TO STA 26+70 RT -L- FROM STA. 58+00 TO STA. 58+50 LT -L- DETAIL M SPECIAL LATERAL BASE DITCH � Nof to Scole� Nmo�oi ? °� Ground 2;� ����e� Sllope d p F�o Geo�e.�a� g Min. D= 2 Ff. Max. d- 2 FI. pe of Liner- Class 6 Rip-Rnp B- z F�. FROM STA. 38+50 TO STA. 39+50 RT -L- FROM STA. 76-50 TO STA. 78+90 LT -L- DETAIL T TOE PROTKTION INo��a s<oiel ( F\� e( Natural ,�.\ �\�SoPe Ground y _ r•---•I d 6= 7 R. G�om.tll� Type oftiner= Closs B Rip-Rop FROM STA.13 I 60 TO STA.16+-00 RT -LPD- FROM STA. 15+30 TO STA. 17+00 LT -RP0. DETAIL AA LATERAL 'V' DITCH (No�ro Scale� G��ral FII o��d ./ p ' i^R�. Slone d Gaotul�le Min. D= 2 N. Min.d= 2 F. 6= 2 - 5 Ft. Type of Liner= Class B Rip-Rap DDE = 1]] CY FROM STA. 11+50 TO STA. 13+30 LT -RPD- DETAIL HH CHANNEL CHANGE ( Not fo Scale) � Naturol I Praposed Gro�n=�� GraI� FiII5lape �ou� !S./ D\� 1„iF}. � � d Min. D= 2.5 Fi. Ex�sr. Cha�nel GEOTE%rILE B Maz.d= 6 Ft. 8= 7 Ff. 6= 5 Ft. Type of Liner=Class I Rip Rap DDE = 398 CY FROM STA. 75+60 TO STA. 77+75 RT -L- DETAIL F SPECIAL CUT DITCH � Nd�o Scale� From �omn ,�5` � sioae G o��d 7:� o s D Min. D- 2 Ft. FROM STA. 24+50 TO STA. 25+00 LT -L- FROM STA.25+00 TO STA. 26+50 LT -L- DETAIL N SPECIAL LATERAL 'V' DITCH � No� io Scale� Nat�rol �i�cF Ground ?') D F�o e� Slope d Geo�extile Min. D= 2.0 Ft. Type ofLiner= B Rip-Rap FROM STA. 39+50 TO STA. 40+50 RT -L- DETAIL O SPECIAL L4TERAL BASE DITCH �Nmm s�oi,� Nalurol a� Fill Ground b� p b'� Nec Slope F\o u Min.O= 3 F. B= R Ft. FROM STA.161-00 TO STA.20�.00 RT-RPB- DETAIL U DETAIL V SPECIAL L4TERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH � No� �o Smle� � Nol �o Scale� Fill F'ill �r I p'� �� Slope NoNrol �'� �� Slope Ga�nd 4:! p F� e( Gro�nd a:l D o e< d d Geore.rile Min. �- 4 Ft. Geo�ew�ile Min. �= 4 F. Type of Liner= Class B Rip-Rap Max. d= 1.5 Ft. Type of Line.= Cioss I Rip-Rap Mox, d- 1.5 Ft. fROM STA. 59+50 TO STA. 62+00 RT -L- FROM STA. 16 �t 76 TO STA. 18 i-40 RT -RPD- DETAIL BB RIP RAP CHANNEL � No�+o Scale� io•m��. 1 5 FT 1.5'm GEOTEXTILE B B= b F. Type of Liner= 36 TONS, Class I R'ip-Rap Geotextle= 60 SY FROM STA. 67+80 TO 68+07 RT -L- DETAIL II L4TERAL 'V' OITCH (No�to Scal�� F G�ound :� p � ht Slone d G�ore.m� Mirt �= 1.5 Ft. Mox. d= 1.5 Ft. 6- 5 F. Type of Liner- Class B RIFrRap DDE = 130 CV FROM STA. 78+25 TO STA. 79+85 RT -L- DETAIL CC BANK STABILIZATION �N r�o Scale� io�m��. Nm�,ai 1.5 FT. roun Dirch 1.5'min. Grade GEOTEXiILE Type of Liner= 18 TONS, Claxs 1 Rip� Rap Geofex�ile= 16 SY FROM STA. 66+07 TO STA. 68+34 RT -L- DETAIL MM DETAIL LL BANK STABILIZATION DETAIL NN �No��o Scole) SPECIAL CUT BASE DITCH SPECIAL L4TERAL BASE DITCH DETAIL 00 � No� �o Smla) 10'min_ ( Naf to Scale� � � STANDARD 'V' DITCH Dirch � ��m�� �No�ro S�ole� NaNrol � Fon� Grode Nv�urol � o�e Fill Gra�nd 7;l p 1� 5ope Ground 4.� p F\a'� sl�ae Ho� I Nnnral I o I GEOTEXTILE Graund Z.� 1.�/ G�ound u Min. D= 1 Ff. u Min. D=4 Ff. D g' � F�' Type of Liner= 3 TONS, Closs B Rip-Rap B=6 Ft. Min. D= 1.0 Ft. Geo�e.�ile= 5 SY FROM STA. 14-00 TO STA. 15+50 RT -YIA- FROM STA. 28+10 TO STA. 28+20 LT -L- FROM STA. 64+50 TO STA. 66+00 RT -L- FROM STA. 14+85 TO STA. 15+60 LT -YIA- DETAIL RR LATERAL BASE DITCH ( Nof �a 5<alc�ll I ---- � No��rol Ground z'I D ` h� Slope d G[OTe�crne g Min. D= 7 Fr. Min.d= 2 Ft. •wne� e i: < 6.0' 8= 2 Ft. Type of Liner- Clasz I Rip-Rap 6= 4 Ft. FROM -L- STA. 32+00 TO STA.38<50 RT DETAIL SS TAIL DITCH i Nou s�oiel �,ai G�ound 2.� �.� Ground D d Geotexlile Min. D= 1.5 Ft Type af Liner= Closs B Ri -Ra Max. d= 1.5 Ff -L- STA. 30-60 RT -L- STA.34 ��-60 RT -L- STA. 79+80 RT PROJECT REFERENCE NO. SHEET NO. � -� RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 26 DETAIL DD STANDARD BASE DITCH �Nof10 Scale) No+urol NaN.al Ground ?�� .��� Gro�nd d � Geoeex��le g Min.D-- lft. ^wi,e� a u. s.a' 6= Y Ft. Type oF Liner= B Rip-Rap FROM STA.68+30 TO STA. 69+00 RT -L- DETAIL L RIP-RAPPED ENERGY DISSIPATOR BASIN � SECTION F �ISSIPATOR POOL APRON TOP OF BERM TOP OF RIP-RAP TOP OF NATIIRAL z CHANNEL p C B B B � CWS511 GEOTEXTILE RIP RAP RIP RAP BASIN DIM. A 8 C D E F ].5 1.J 1.J 1.] lb.J 8.3 'ALL DIMENSIONS AftE MINIMUM FOft DESIGN AND SHOWN IN FT. "NOTE: RIP RAP ENERGY DISSIPATOR BASIN SHALL BE FIELD ADJUSTED AS NECESSARY BY THE ENGINEER IN CONSULTATION WITH THE APPROPRIATE AGENCIES. STA. 26+92 RT -L- STA. 49+59 LT -L- PROJECT REFERENCE NO. SHEET NO. � RNJ SHEET NO. �(��..FL.Q ��� ROADWAY DESIGN HYDRAUUCS C' �"S ENGINEER ENGINEER �Vq� a � SRS ?p0) . ' )� / � \ \� I DOCUMENT NOT CONSIDERED FINAL RETEHtION PoHD UNLESS ALL SIGNATURES COMPLETED �� / \-. BANK STABILIZATION SEE DETAIL MM (BANKS ONLY) \ BCL OF ASHE�ILLE-'��.y� \ LATERAL BASE DITCH O OO � ,, (�SH�W!�.I�.; KIA1 S7 _ l� SEE DETAIL H � Y� I� � \ CA�RRY NORMA STORMWAT R DI�SCH RG�, N 1� P.:�EV�r.i t� R_?.A�^, ,i 'a�. �� �.,� �. 4.;..:. M � + , \ � ITE 1B " 1 �' 1 � SPECIAL CUT DIT�," �. S I T E ■ A � � RETAIN ' �. �- SEE DETAIL J '�` ," CLASS 'B' RIP RAP s � Q �� , � � � ����GLA55 �/RIP RAP f � _ � � FST 7 S� GSEO . CB � �` . 2 TONS r.' � �� � � ��' � � '� Es .� ceo � > >j �� f , � � ES � � t�' I '. � SPECI L4TERAL V DITCH 3 � .. .. -. - Mt� \ z9 � `Jjr �� , \ � SEE DETAIL B � �''� . , �" ��gp� ' 18" IN E DI S pN `� �. SPECIAL LATERAL BASE DITCH � �._ -- . � ,,� ��— . L4TERAL BAS ' - ,.. ��� � CHANGE�SEE CLA55 ,B iR p R p �� � � T�ROa� SEE DETAIL H � ��� ����� SEE DETAIL K �"� T� �� �,�J Q � r� �/G ` D�Q' IL G EST 2 TONS �1 ��� �,r'� }�� �/ \ s '"" ss � EST 7 5Y GEO. � t, � 'i ' �J`��� �� NC ��� �5:�'� �11��..+� `--4T/ � 24' CONC C&G \ . . .. �.. - . J~ �~i \ ClASS 'B' RIP RP.P 1 . .. � S HW T� � \ EST 2 TONS BSi � _ ur ro �oNc va�eEr eaµcH o �,-,� TDE R C _-- ���` L�NG Vp�/}y� RN/C � EST 7 SY GEO 1�q. , SEE DETAIL F TD �D� �� �\ — —�f'—� � �MP:.:'� . , � � .�s,�NCR � za•coNc cac = ___ ' ��y "'�� � _ � �, - - � . ��- "� �E _, , : ,.. � ��, �— � _ � � " � � � O HW TDE�N� � T E � , � � � TQE J � � F 66" RCP III NLVERT � lq'X14 RCBC EXTENSION - r -m.�� ' �' � �- � C � LATERAL BASE DITCH EXTENSION FI I _ _ � - �„W;y�;>^ .J � - O � O � �_ _�.'. SEE DEfAIL H E BOW C& 44�Y� -. .'- �"„ ., - ' _ ,.'•..rr�'='z' LBOW �„ � - �`F'c7-`'�' _ - __ _ . ._ , " •. � O LBOW — ` �Ld� CL455 'B' RI�P, PRA�vP- ti � � �� O 4-�-.--w6RCP III�Z'—ULV� T :.., �� ��W ,-�..r:'�rE$T 5i`S��SiO N .,-..,t'-'.,.; '�""COl A w ' `"'' `.�� �-✓ ' _. � II - ' ; . :ELBOW 15F SP 1 _, � r �"j O , , � _ � L. L . . „ vr �.-� . , , E � � EXTENSION �I COLLAR - Gl O�l�� M y ZGI TB 2GI - _ TB 2GI TB 2GI T � s (�i , TB 2GI - TB 2GII . ., . . � . — -- — _ _ r_ - _ —' — __ . .. — --__— -- , - . , _r. . , . - ; I .. .,MiL ., � - _ _ _ -- _ — _--__ _— . ... . — — ___—_ — —�— --- ' ..— .: _—�_: ' '— '_—�� w— � ,' --" _ __L _-- — — aBSr `— � . . — — — — -. _ ". -_ _—�.._<..�. — . . ,.rn __ , . _ _ M � � r - — �- . _ — _- Q� �- - , - -- --- I-a- _ I aa- s>� - — -� — — - Q �!1 �; r�r - " - _ I r H ` ,� � I , _� . � — — �_ - - — - — — — — — — — — � --rs Rceiir-.— - ___ _ ---T— —__ _ _ —i _-_ _ --- --- - N � _ . _ : � � �x- : i . �� — � . � ..-- - .: :: - • M7L i � -..� . � , - - ' Mri— • — _- 2GI J _�azc� Fs is Rcr ni - Traz � o� ' 24'0/'l5.0' -- T I ._. y .. TB_.. _ I � TB 2GI - 6 TB 2GI �E�T6pE-'DI �T REMOVE — '� — „---� —' REMOVE DI J ,'1"'i C - - i , _ , 60' COnIC � _ _ I�f� � I r _, _ , : _ r . _ ' _ _ _ i _ e0 C('NC _ � ---- ._,— .. -----e.--- �_ � �.. � o � � ,. . , , .. g I. _ . . ..- _ — '__.. _ _ __ _ _—"—_ .----. — _ . ~ �-- —'— �-26�_WbL 36'BST--- A— I� i-26WBL �..37-fi5 ��---� a — --TB2GI __ _---- _ � V -----_—�— � �� p — — — _ — '— — — — W ' — — — — — W ��" � V - � W d w _ -� — ---__ T _ -__. � -�-�— � -----r--r---� — -�--r---f-T— — _ �-� �------.____ _.� _- - - �- - . �� — — — — _ —r —�—�—� _ — N - TB 2GI �-I TB 2GI _ `.' TB 2GI _ TB 2GI - oi � T8 2GI TB 2GI T J� .�,_,�., J .� � , � � � T8 2GI ' P-III (�i w `� 15' CSP C 48� RCP-III CULVERT EXTENSION� �l �W�.�,.(,, � �q'X14' RCBC EXTENSION I��� - , ,� .�. �'M,J�'���'��� W o r_ . __ > ,� TB 2 Z , „��^q-c, � , fifi � � � �fwr^Lr'tir � - ._ .: �ELN�`u'�..�,,�,�-.�..`, ,- _, ' - - ` - '_" '- RE POVE OR � ' r^-Lr�.s _. . � F '..� �, ���ND COLLAR COLLAR -[z ��'� � AIL DITCH UG�FILL �� s = ° w — ��CONC — x F F � F �" � SEE DETAIL 55_ .... J J t-- � '- ��' Q�--t � � -''� REMOVE OR SEE DETAIL SS -. �'�� � �'� , ��� I �' . HW � � � PLUCyFILL TAIL DITCH 2 - ,Tr I — — _ _ _ — _ — — — — — — _ � , / 66" RCP-III CULVERT EXTENSION I � I — � -- T � X.,--.� w x X Exis c x � � - ,- ' , i, . AND COLLAR ' 36. C I - �- - � � . _ .. . y ��— _� . � 1 , 1 . . >� - , .. . � . . q CLASS 'B' RIP RAP �} 48' 4 � & 25B 1 `- 5+ 5 �....� . . 1S � ... . ETAI x—x—,� � � _— — ' WW 8 25 W X — — — — — — — ` � < EST 2 TONS _ � , ' ._ _ l , ,.s . ... Y�. —x X—X—JC— \ -F CLASS B' RIP RAP �� �� . �—�- � � . ' ' '� "�';" 48"NW & ISBW x_X—X—X—� EST 7 SY GEO � EST 2 TONS � �%'- 48' NVI & iSB�' -e � K x-7C—x f� EST 7 5Y GEO � ,k ... X— x—�C--x qiPR P — — — 8' SG�L — _ — — — � __ _ __ _— . � — _ � � ..___ — — _ � . � � . � � � — — — — — — — — — — — — — — — — — — — SEE D�ETA� PP� �1SCk — — — — — — — � � � � LATERAL BASE DITCH�\ RIP-RAPPED ,ENER ISSIPATO BASIN + � B'S02 � — — — — — -- — � � — — —� TH CLA55 I RIP RA � / SEE DETAIL E � \� � — — — — — — — — — — — — — — — � � � � — \ \ I � h� „K DETAIL L / / — — — — — — — _ \ \ / LATERAL BASE DITCH I SPECIAL LATERAL BASE DITCH ,k ` � �� SEE DETAIL RR SPECIAL tATERA{. BASE DITC I SEE DETAIL D ��+ / LATERAL BASE DITCH VINEYAR� \� \ / � .k ��\ '`` '�` I m`O/ � IATERAL BASE D�TCH SEE DETAIL Qq \ / , SEE DETAII C � :/ .k �. ,k � � � � � / ,� / � SEE DETAIL Q� \ � / ., .. I ./ �` ,k �... IL/ � I /� � \ / ViNE�pc�;. ' ��� SITE � 1� � �\ �, '', ����,� � I= �-�� s�r � X�, , ;' S ITE 1 D �,� � � ' {�'ESTERLY LAKE h� \\ � � � � / � � � � V � 1 �Cs�..:� e . +,PB�r. LLC � '� i ` x \ � c� �P���r �srarE� � i /, �� + � �� A �,A� . � JUkISDICT`ONAL °ONU � � � ' � � ' ��, �� � 1 � 1 � / � I ' � �� � DENOTES IMPACTS IN PERMIT DRAWING � I � SURFACE WATER � DENOTES TEMPORARY IMPACTS IN SURFACE WATER SHEET 3 OF 26 � �DENOTES IMPACTS IN SURFACE WATER (POND) 50' 0' 50' � DENOTES FILL IN WETLAND FOR —LLT— PROFILE, SEE SHEET NO. 14 FOR —LRT— PROFILE, SEE SHEET NO. 14 FOR —RPB— PROFILE, SEE SHEET NO. 23 PROJECT REFERENCE NO. SHEET NO. � RNJ SHEET NO. �(��..FL.Q ��� ROADWAY DESIGN HYDRAUUCS C' �"S ENGINEER ENGINEER �Vq� a � SRS ?p0) . ' )� / � \ \� I DOCUMENT NOT CONSIDERED FINAL RETEHtION PoHD UNLESS ALL SIGNATURES COMPLETED �� / \-. BANK STABILIZATION SEE DETAIL MM (BANKS ONLY) \ BCL OF ASHE�ILLE-'��.� L � � \. L4TERAL BASE DITCH \ (�S���I� � � � �} .�, . . �'" ti, \ y, NOTE: E%ISTING 14'v14' RCBC DOES NOT � �. '�, � � - �' SEE DETAIL H g g �, , I � \ � I T E 1 B CARRY NORMAL STORMWATER DISCHAR�GE, � M ` � �' S�a_V._ .. .. .t a .,e ...,�.. � N � ,:,- � M ' � oo i �z ;*.4iu R o: � S I T E ■ A ;� � RETAIN �� \ '� SPECIAL CUT DIT ,� r < SEE D TAIL J + ` �.. CLA55 'B' RIP RAP '3 � � IP RAP - . . E SPECI C�L4TERAL�V DITCH �� � . .� �B ' � ', �' \CLA2 TONS ( � I yy � d r r��� ' EST 2 TONS �5- � . `W EST 7 SK1GE0 ., � /� �i _ . , . \ � �� \ . . __ 1`�� PA BST _ � - ' � �: � a �,v. ' > . � ' ` �� `Jjr � \�� ��'��� SEE DETAIL B� � �� -,\\.., ,,.�' ���' �' - 18` _ IN L§IERAL BASE DI1�C�PI` �"�...` .' �Z9' 0 SPECIAL LATERAL BASE DITCH � A B5T �,F"'-� � � `,,_ p �- dANNEL � ( / /I � ' �n. � . -..� THROA . . SEE���TAIL H '� � H � `� SEE D,ETAIL K P �- � � j � CHANGE SEE � � CLA55�'�RAP .-r� cJ� . / � ,�n;� . . � �� ?9•�C . �� � ra.11}'."Sl ' � �/� � G � . D�Fq IL G EST 2 TON$ � ��= .� � I� ' � ���_v� � � C&G � �i,-� � EST 7 SY GEO� � Z 7 i 4. •,, -„ _� � . ' �--� `--� � � � � � �s 55' , - Jzvs"'�.rr`" 'y � �� . � .: �\ �� — . 2 " �� � � `i� - 4r ``' � �- - i�`u"' " �.-n � � ClASS 'B' RIP RP.P 1 \\ T U7 TO LONG VN1EY BRANCH SBEC`FkL CUT DITCH HW -T�� ,��'�.,^ TDE R C \\ \ EST 7 SY� GEO BSi �� —�,� _. i 'SEE '.-^� � �, �9•�Ma � r oErni� F Tp �o c vau��r+ �`'z ?�� �Nc F, �� ��- za•coNc cac = -i==�� N aNc � aF ., � - -_ _ � � DE ` vd"' � � . �.. M , �� �� - � �� s - _ . � � 0 s t+w TDE N � T E . , � �-- � "�_ __y' �- ' . , ` TDE - '' �, ��'- � E Q � � l C � � � F EXTE S�ONNLVERT }' �- F 14'X14' RCBC EXTENSION i "" � _ �., �. - " O . - �_ , � LATERAL BASE DITCH CONC iw � � - "� " O:'M1. , SEE DETAIL H EIBOW 8 v+Jy � � ,�Y �� .. .. ELBOW _ ✓"- . . . ' � O LBOW � �v''����"�L�'� CL455 'B' RIP RAP r� � a.. ` ' O ;- ,. ' ^" ,; �5T 2 TOIyS ��r-`^ _' �" `w-�� . -�,..- . �rv. - ' . .ELBOW „ ` � F � . - � _ . ' � 'EgT 5-3Y G�'O _. "'�-�r-`z..�r.r�r,.v' ' COLLAR � _ . 16" CSP O ` 48' RCP III CULVERT - O � _ EXTENSION COLLAR ��-' � �l�� G1 M 2GI . TB 2GI � - T� 2GI � TB 2GI � T — (�i TB 2GI - TB 2GI' . . . .. . . . . . . -. . _ . . . _ _.. _-_ � � --_ - _ . � � � - _ - _- __ M . _ - _ - �. _ _ _ a --- - - � . .� � _ a N r�, I - `tr H- - ---- - Q: ,. -- - _ - - - - - � _ -- -- - - ---- N --- - - - - � �s., acr nr . ._ _ __ _ .. � - �a-zci' � - - i,ai - ' ' 24' 0/' /5.0' - . _ .- rB zci � J �l'�2G� . ,- .. .' . Fj, 15' RCP III I.� .�__ _ . I 2GI I- -'ifEfvTOVE�D-I . �- -� . REMOVE �: � --' �� REMOVE DI - - � �(;d�— -- J _ EC`C CTB 2GI . F � TB o0:0i�_ _ _:Bf� , _ _ _ .i � . . � -, , .. . - . .- — - ----8�--. I.—. "' � TB I' r .. ._. _- . ._.. ...--.—... _— --_--_ ____ - ____' .... -- _ _ . _:—_.. " -- "—"- '"--- . .. _. - '"- . --- q � . I . __.. _- -... �_. � � l-2e WBL 37'bSi � �, .� a �_ �., �- � �� V � V � � � TB 2GI _i � � �. W : i-ffi WBL 36'BST � � . .. �—_ .-' .-- — ----'--- .�.,, . --.- -. —. _ .._ .—._ ...-_— _- _--- ' . _—._- --_ __' - ----_'_ .. W u" .d ' '� ^ ., W 2 > >�-st_ �'r �r — ���__ � - — „ �_ �, '— �:i i— �- _' _-, —z, — _— . -� __ - _ N - TB 2GI TB 2G1 „� - ��.; ITB 2GI ., �TB 2GI !� �I � TB 2G1 TB 2GI .'' . T - - J� .. ..__ ,,. I�. I.. '. 15" RCP-III �. .... > :., TB 2GI ` , TB 2GI Vi Z � � � � ELBOW . u _.� 48" RCP III Cl1LVERT EXTENSION i .. . . . . .. .. ... � . �.. . . . .. . ..., _ � �,r,.i ,_�" ._ . .. � . . . . � REMOVE OR � ... . . 15' CSP _ AND COLLAR - 1r rl�� PLUGFILL $����" � F �r� . � � ��^. . C`� COLLAR 14'X14' RCBC EXTENSION a &TAIL DITCH . �. J �� _ ,,. � �� �"` � � � � REMOVE OR J . SEE DETAIL SS _ TAILD4TCH � . . �. � , .. , Z 2 � v- �'- `iL`�1�- � r1 i ` HW � I a PLUGFILL —_ _ _ — _ _ _ _ -_ -' - X-t F F t F see oErni� ss _ J � ,.,-X X X �� x Exis cX � - � . � � . . I AND .COLLAR , I ' .. .1 .- i'-- , l,. .. . _ _ — _ CLASS B RIP RAP t 48 W & 250 � _ �__ TAI . _.. � , . .� . . . � � � � V r, _ _ _� bb" RCP-III CULVERT EXTENSION . V � � -� �� � 15 I'� - _. . . , . I .l'�' .. . . ... . .. . . . . EST 2 TONS \ CLASS B' RIP RAP �_� 35'r � i ° ..... , � i__ � , _-'..._ �..� x X— --_ _-_-_ -\- . � � a 2S W � � Jr � EST 7 SY GEO �� \ EST 2 TONS ' � - - - � - - - - - - - - �. � - - -. - _, n-�- - - ' - 48' NW & ISBW X—X—X—X—X—�� � , ) � - _ _�_� _ _ - �. - - - - - - - - - - - - - - �x—x X—x \ — — — ' LATERP+L BASE..DITCH .. � r 48' VIVI & tSB�' X � : - - 8' Sti�L .. � - . I 1 � � ,( x �....._ i—X � _ _� _ __---_ __ �_`\ �\ � -� I 5� � — — STANDARD BAS pLTCkt - � � / � I � I � .k\ + � 8'Sq2 � — — - � � � �ir\ �" � \� � � \ �N(JTH ETAL L�NRP W�pI551PAT0 BASIN I / � — — — — — SEE DETAIL PP � � — - � \ � EST 7 SN GEO � X—X—r—^ \ SPECIAL LATERAL�BASEEDI�THIL E � SEE \� . � " \ \ �� EEEDETAIL RRDITCH � . � - \ � � � SEF�DETAIL D ' � � . + /� - � SEEEDETAIL QQ ITCH VINEYARp \\ \\ � /. -'�.- ' �� . � SPECIAL 1A7E2A� BASE DITC I M ` .k ,{: 1 �. . ��� ,� . ��� �/ ^,� �� � � I LATERAL BASE DITCH EE DETAIy, C � :'/ � � �k '.. /K � + / � SEE DETAIL Q� .. \ � � j . � � / � 1 ^� \ ' � 5 -� � . ` _ , \VINEYARO I I . h� \... �. I I . \ / �' VIN€vAR� �� I I I �� \ � � I I / �� \ �w, � \ 4 � / � � � _ , � �� � , ' � �SITE 1 � � ; ,', � SITE 1 D ��� � � � , � � , �� �'� � ;� .� \ -_ �, '� � � F "�wr ^� � X '�1 - I � I � �� n � _ � �� � , ✓ � �: � \� , 1 � _ � ' p' �yEsrcrr�r �are M I � A� 1 / � i � � I r /-� �� I�� . LLC J i� \ � � � � I / ��i / / . � \ � ( �,1 �, � � � � , � � � � �i � I � �. >�.ATE� . ��� , , , — � . ' � i � � �� i /'� � � � � V 1 . � � JUk15DICTIONAL POND � ' � \ � V � 1 � 1 / / � / I � � �� � DENOTES IMPACTS IN PERMIT DRAWING � I � SURFACE WATER � DENOTES TEMPORARY IMPACTS IN SURFACE WATER SHEET 4 OF 26 � �DENOTES IMPACTS IN SURFACE WATER (POND) 50' 0' 50' � DENOTES FILL IN WETLAND FOR —LLT— PROFILE, SEE SHEET NO. 14 FOR —LRT— PROFILE, SEE SHEET NO. 14 FOR —RPB— PROFILE, SEE SHEET NO. 23 PROJECT REFERENCE NO. SHEET NO. � ( RNJ SHEET NO. .AR - � �(��..FL.Q ROADWAY DESIGN HYDRAUUCS TB 2G1 15" RCP-III =Y TB 2G1 `f �"s ��� ENGINEER ENGINEER TB 2G1 - � , _� � �� � , -T- - '_ — -= - ' -' _--- - - ' - �- --' -- .-. . _ ' - - _ - - �q0 � , - - - -- - - -- -- - — �— � � � + 8`�'N',S� - - - - s Q _ - -- - = -----_. RS ,,,, � ?�. � _ � �P�.� - � � �w - 4'" DOCUMENT NOT CONSIDERED FINAL — — — — — — - - - — -.. � �— — � - - -- �:� - - � � - � � - - - UNLESS ALL SIGNATURES COMPLETED — — - -- - --- --- —. _ . .. .---� - - -- - -- . _ .—. _ . . . . . . . —. _ . . —� -- -- — . . — ._ - - . . —. .. _ —.. _ -- -i �� n - _ — — — —. -- - -,.- �F �5�� Rc` - - -1Tg-z`cr- : � � : -�1 - -_- -- � - �- -o � - - -�- - 1 ���r� _� L� � PERMIT DRAWING s F III - — – , - � ' REnnovE p� --- — -- – SHEET 7 OF 26 F TB 2G1 ` 1 REMOVE DI � C�� r�NC � �, , � . .—i — —. _ � . — — � T ��J T _L. T _ . ' — T -� _. _ 7 . _ T T _ _ .I� r T L - _ T _ _ — — . T. .. l -.., � � I I L � O � .. . _ . —_t� - _-' _ ._ _'_ v—_ _ __ — .—__.. -- _ _ _ _ — ' . T — � - ' _ _ —_ — _— T � � °� 1-26 WBL �i� RST � � � � -_�, �'���;i �� a TB 2G1 - _ � ' � _ — -- - _ - _ __ � T -- - - - , . - - `n � -°- -- _ _ _ _ _ _ '�' - -- _c � - - - - _ - - - - _ r � L_ - --- - -- - - � �_ — —.,i 1 I� L � _ _ .,_ , ..,. � . 1. /�Ti — — 1. ._ � .oTi 1 I 1 1. _ _. _ . _' _ . . — ii 15" RCP-III I� TB 2G1 �5" RCP-III TB 2G1 � _ "' � � TB 2G1 I°� � TB 2G1 �I � X � o p , - � � �, 48" RCP-III CULVERT EXTENSION � / �rti, �,' �,_ ,,- �.�� � ������ � � L '6#1��tiur°-�—r'��''—r`'�—r����~ti AND COLLAR N CoN �� �/ � - l'-r " Ez 14'X14' RCBC EXTENSION -�( l-���'��' ' ' TAIL DITCH -��� �� � � L3 REMOVE OR � SEE DETAIL SS � � -� 7�- � � .E � �'� � _ ���-' H W _ - - - -F - - - - - � � P LU G�F I LL � �- X F � > > � � ------ � � �� � � ,, _ _ � �� �' � ,� _ � '� � 66" RCP-III CULVERT EXTENSION ---- - i ---- -------- , � � -' � � i - �� � - � � � � ' � =� ' � � ``� � AND COLLAR X � � � . _ , �, . _ , N 36" Cf . c :� �0000 � JS�—_ -- � � I ' � ,�� -� � - � � � �P 48" WW & 2SBW �� �;.�- , - R TAI , ,� ..= r I . - �� 1 la WW � !S� ,��`�� ��� ��:�,� TS � � � .>, . < Ex�sTwc R�w -� o �__., ;Lti,� ``'`� 4a° WW & �sBW X X x X -x /F -.. � �_X x X X X i��F'F�„� � ` � � RIP-RAPPED ENER��ISSIPATOR�BASIN + -'_ __ _ _ _____8'SOIL______ ___ _________ __- ' � - - -- -- -- \ �JTH CLASS• I}FRIP RA�,��s�- � �,. _ /F ,� SEE DETAIL L �� `--- ----- � -' '�` ,�+ i � S ITE � D/ LATERAL BASE DITCH Vi�� � LATERAL B E DIT�H � ��� i � SEE DETAIL QQ �' SEE �ET L � � /� �, ,� ,-' � j � / SEE�DETAIL QQ ITCH % i SPECIAL LATERAL BASE DIT � � SEE DETAIL D / � � \ � � ` � j � � I �°`��� \ � � � � I� II � ;�= ��� S ITE 1 C \✓S NONMT � X ',, '�, i � � - �' WEsrERcr �aKE � � � ` � �h,� � � ii ;� ���a �� � � q i_ � C � � �� � � � � � - � � � ;� � �� ' � �, i �_ � �,� r� � � ;_ � '�; � r � ; ; � � � � �` � ,� � / � ���_��is�icTior�,�i_ For���� � ' / �, / / � � I I I I ENLARGEMENT �DENOTES TEMPORARY IMPAC7S IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER (POND) 25' 0' 25' FOR —LRT— PROFILE, SEE SHEET NO. 14 / / / / / / / / / . .:'_ . _ —i— . —T— _ .._''_ — __' _—_ _ — � - - __. _ ?FS 15„ F � .�_ - -�- - - _ a.0 -----0 I_ — d8" RCP-Iff CULVERT- EXTENSION �� --__AND GOtLAR �-s`��`��- � � � CONc_ !S O � t t� t i,� ��e /� �,, /� ,' v� � SPECIAL LATERAL BASE DIT � � � \ �. � SEE DETAIL D � � � �,`` \ �\ / � � � � �� � h` ', � I % �°��", \ � �` � `� '� SITE 1C � \� � ,� �s 1 X NpN,y�T ,� `� \ ' �/ / ' � WESTERLY LAKE � \ , � �� ` � � � � �� � � 1 � � � JIJRISDICTIONAL POND � � � _ �1 � � � � 1 I I � I � �..� n.. i 0 �� ENLARGEMENT N-� ,_. O -_ O + _ -.._,__—.—_—_. O � T5" RCF �� v� � � �v/ i/ �� LATERAL BASE DITCH i / � SEE DETAIL QQ � � � � � � I �, I � / �� I Ii � � �� �� �/- � � ���, � � � � �- ; ,, i � �� � � `' ; � i` ' � �� � � � � � � �. PROJECT REFERENCE NO. SHEET NO. � RNJ SHEET NO. �(��..FL.Q ��� ROADWAY DESIGN HYDRAUUCS C' �"S ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -_,. �-- - - -�- - -—— _ TB 2G1 __ - - -�-, �L -. _ . . 611r��is f ° � _ _ — TAIL DITCH --- �-SEE DETAfL —� . F - � ��,_� - ;. . . - ,;=�- - �� � r ����� ' ' w N+ v �` ' �:� X- - - x i:;iF�� \ LATERAL BASE DITCH Vi�; SEE DETAIL QQ �,,, � �� � � � y�EST RANGE, LLC /� ;' � (BILTMORE ESTATE) �DENOTES TEMPORARY IMPAC7S IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER (POND) 25' 0' 25' FOR —LRT— PROFILE, SEE SHEET NO. 14 PROJECT REFERENCE NO. SHEET NO. � ' � � I cJ /� �l c� �� �\ f ' RNJ SHEET NO. c:;/ � � ( / �� � ����\ �\. og�y// � \J. V ��.rFL.Q ��� ROADNGINDRSIGN HENGINEERS A , \ g�^,� '�l �•`S . J �y'��1GEL �\—� p �Ce \�� � S f �8. W � Sq 55 ' D ss \�/ /. � �. 7� RAIL � �i/.Yc �� �. • .\ ' CONC X . `S� . (/. � � Jg�--..` �Pi+(�X ,. �- �._: � ; I \ � � ,. ._ 1� CAN � 1 ' I � � -.�. -.'� I � � CAN � . � � �� K �, � ���� Q ���a� S I T E 2 A �� ; ��� � -- � � " // DOCUMENT NOT CONSIDERED FINAL � � � � � �� J $ UNLESS ALL SIGNATURES COMPLETED � ��� � � . � SsM��c Bus � / � see oerai� �nNae � 1,S,a �fi�� �;�'N�.��BE �v �� � �s �s . ....`.; �ON g � _ � � � ��� �8 ���, -�; "8c� + rAi . � - - z�� - �-�t � �� ASNEV���E BuN�OMBE CNRi51iAH iHiSTRr ASSOCiAiiON � �� � S �nreRn� ense DITCH � w�`"� R$ 2po, � �� HEE� cuaaos coNc PAo�� � �� A/K/A ABCC� sEE oErna E F,: �. 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AN-L w ry � _ � � � - � �-}}�� � `._ _� � — / � \ _ - ' � � � \ �� F F1.0'NER BED � � �� _ �F J. - _. ��! , O - „• . --� �B __..� :.-_ ._ /- — _ � ' , � � _. --�.' . , � �hx\ . _ _ �„ � � �_ _ / � 7„ , � � -�-� / SPECIAL CUT BASE DITCH ' � � W _.... �� \ �� ! \. / SEE DETAIL R � � � � � r�'`.� ' � T W �� ; C �G '- - ,y0T6r$� \ 1B w/MH SPECIAL LATERAL V DITC y � 4r 1 � � � qerna u � N SPECIAL C T BASE DITC� � R' �� � a� .� z4� H�PF '4 �' „ .✓ 2 W � �� � �/ / • SEE DETAI�R \y � � ��/ � \ \ � � COLLAR Z C'..� I FLOV�ER BEO 1 O ?� � v / ➢Z Q �� � 36 RCP-IV� ^ � Qp � � . Q. C � � qe " ° � CJ � � � � � � tisa � z � � se � r ! B � 4 HD �� �� . � I` \ I I CBQ � �� JB Zq•N pPE 2 PE \ W/ AB LID C�fK U ` � _- �y A� IB`�PE RETl�� � Q r ` � ` �g• C11.P_- -_- . 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LJN � AB�N / L QSP _ GO _a _� �,: �i .� , ,, �, �, �o � � � � � � H LINE � � SHEET 12 _ ' �`' ^ � , �� , . � LPD_ ST�4. 16 + _ , � p � e _ � _ � � - �� . � � - � � �.� .. . �p SP`� OO.00 c. _, , . . . _- . �i � E��} • � � � , �� � � • `- � -L- STA. 56+00 TO 56+50 RT �a r � ����� � D/' �� /� � � i'q Q70=1JCF5 y "- �� � r ,�Jj-) �� __ V10-2.3FPS � DENOTES IMPACTS IN d •� /��� I' d�`a\y� ��.\���r' . _ S SURFACE WATER i 7 � � ,/� �; ' � O � M AOCTSSIN S RFACE WATER x � PERMIT DRAWING ; ��� � : � �a--- _ � WENONDFILLIN ii� ��� ��Q � -�� � SHEET 10 OF 26 �' ��w ' ti;� !�w � ���P � � -- � � � � � � PAVEMENT REMOVAL � � '��—� —�� �!��� � � / � ���� FOR —LLT— PROFILE, SEE SHEET NO. 16 ���� ��i� '� )'�����'���` ��.,, ,�` �'`;`��� I �����r so• o• so- FOR —LRT— PROFILE, SEE SHEET NO. 16 N-� . ;�� FOR —LPD— PROFILE, SEE SHEET NO. 2� � N 0 +� 0 0 �P�OX � �� �� �i ,`I �� � `-� ..i. �{ ,.,' 11 `> i u'�'�. , V ,��� I � �', V i SITE 2A Tg E� �� i I � ,� _- � --=- _ _ , �� � , _-, � __.-- , -== � ���= � __�F :- .� ��.� �_,�;�, � -, -_:,_ ��#2" CULVERT � ��� �..� ` � � ��� ' �-� ti - EXTENSION JNC �_?V� � �� i{�7i-- � � — �- � —1 — T , REMpVE DI T - - - -- . --I_ _ --� PERMIT DRAWING SHEET 11 OF 26 =��----- HW ' :x CHANNEL CHANGE SEE DETAIL G LATERAL BASE DITCH SEE DETAIL E ��v �, ���E RS�1 i � n��. , �-, ��. 0 X � PROJECT REFERENCE NO. � RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHE� NO. HYDRAUUCS ENGINEER IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ^,4;H`�'�% I I_� ��Lol`�9C';a��9�� �'1_.�«I� u ��"���� hv,�91B�IS i�`�`_"`;I,".-lr�j�d �,/Ki� Ah�CCha9 �D a,�� RS ?i -- - -, T s — ' DE ,� = _ - �,a��� �_ _`_ .F : � �� � � F � - -___ , � - T �'� C ���('�,� -o �� COLLAR SLIP-LINE 42" PIPE �� , _� � WITH 36" PIPE ,,�3� `� �SPECIAL CUT DITCH SEE DETAIL J Exisr,N� R,w �x� � � � �<-�X _ �c�\� 48" ww�� �w�, __ ���n �,��� , ,�_ �\ r�F - � - , , 7�,.� _ � -- „ --- � ` � _- ,-__�= � � _ --__ �� � ,� , — ,_, � -_ � -�'� � � - t u� u �� ��� �, - _ - ^ — - -_ __� _ ,_ -- � _ - _ ..� o � �� _ - � �� � — ' - -L� <' � � -- - � `� , _ � - `� �� � � ! �. ,:.—_--,.. 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SHEET NO. � ��Pr I \OX \ ,. .'.---..._� .., \ `\ ��....� � .. �M .. - . . _. � � M� r}7{� ROADWAY �IGN EE HYDRAUUCS \rti` T N . \ \ \ \ � / � �\� "� S�. �19"":E ��� ENGINEER ENGINEER � \ I / \\ _— � � �\ • �� � I _�� '...., ,` � 17 � � > I J \ \ ` \ ` E � `�\�E� � � ' _ _ . e � .. ` " \ ` ��_ ' �� `'�� . � 061� � . \ \ ` � � � � � ' � ����� , . � �� �� �TBB �, � V '. ' � ' ; �_. �_ � _ � � � / \, . \ � 1 \ � �. . -. _. . . � V ���. / � �" . � � .. �� � , �� � �� � � � i � � � � � � � � � � � , � .' � � � � I� � � � � � � ,�' � � _ � O � »� � � DOCUMENT NOT CONSIDERED FINAL �� � �� = � , � / �ti� i � � UNLESS ALL SIGNATURES COMPLETED � � � � ��� CHANNEL CHANGE �� � � �, �������, ��� � � � . � Q , ���� � � � � _ � � SEE DETAIL G�� � � � � � � V ��,���� ,� �. , ��� � ;��;,����'�%I! 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SHEET NO. � RNJ SHEET NO. �(��..FL.Q ��� ROADWAY DESIGN HYDRAUUCS C' �"S ENGINEER ENGINEER -- NAp --- --- -- SRS �DO� -- - � - - - -- --- --- - _— � _ _ _ __ �. _ - - _ _ � \ '- - - _ � DOCUMENT NOT CONSIDERED FINAL _�_ -- - - -- --- - -- - - UNLESS ALL SIGNATURES COMPLETED — � ---� � -- � -" ----- -_� � � -- ___ , ' - - - � � � — - - — - _ . :- - �--`- � - . � _�. — � _ � - �� r _ _ - _ ,_ _ -__ - ._ ' .._ - - � - �_ �- � - � �,'� T I � -" . � -�� � � � j � � � -- _--� ' _. - 1 � - -�i� � � _ _ .._._ � = `< - \ /\ � c� u,, - - � \ � s ' � `` - � �, � ,,_„ _, - O / JB w/MH � � " � _ �\ �� � � � w ' � F .. � � - � '� � � � � , ,� �� ,. . �-- � �,�, ,.., �, � _ . : ��, W �=_ _,_ � ^ T � � � ''�8 � - - - ��� � � �( )� � p �l� W � - Rcp,,�� � � . � � y ' O� � � \ JB w/MH � �� �/ � �� �� � � S`�,� � � � �,_ � �������E� ETA�T�RAL V DITCH / � � . �r (��'� � ��� ��24" HDPE �� �'" �� � /_ S��N C. ._? `-tr' � , E ; � � � � �� � ��,�\ � � PQ � \ �� �, �'�, �'/� � �� q8„ w � '-�� 5��� _. ���� s �/� o =� �� p ��' z� � � ���E � , ��% `"' �g , '� �^`�.,�,� �RETA� �U�= � RET ` `t,�r \ � � ��/zq�� HDPE - - - ;0 = - A�� � �,rH � . 48" RCP - - 98" �t IN � ~ � �8" HDPE�� �`� � � � . RCP �� CB _ � — CB — ���-_��, - — ���, RiPRAP CB RETqjN - �j % � p.\N , j %R�p CB `,�" 40TC , � � �c1PF_ � ' -' A� /8� � �} �v- '� � ��� P�� ��� c � � �� as I � U �8., � Aq �CD z o BST C' . � . �c ANDERSON I-�6� LLC - --- - . ',�� `' � =�� � � ��� �\ , ' - ` , � — c B o —� —�.'"�� PERMIT DRAWING SHEET 13 OF 26 � � � �� ENLARGEMENT N�� Nz �;� :�-.SITE 2 6 �� �� ���ti � ' �y� TOE PROTECTION ,o� SEE DETAIL T ig`„�A � � � �� y� . ��.�P � ���� � � � �\ :. �`� �� \��`\ ',� �� ° ` � ^s `� � O � , \ 0 � � �Q ,, �. � �� � Pl �i ,��. .�`'f _� �'" ���y \� \ ;�°a �,/ �� 'r`� JB . \ ;/,� �S„ RFT''ti'� ��N COLLAR � 36" RCP-IV BLI W/ �J GQ� � h� �'� J B 'iP � �W/MH 4�Eq�� � ' ����,. \ ._,_ 18" RCP-II � ; 18" PIPE � � COLLAR � 7 �`�; �-, � i � B , ;, F ��\� � � ('� 1! �`i� M _� —L— STA. 56 + 00 TO 56 + 50 RT Q10 =1.7CFS V10 = 2.3FPS JB- LID + ,O � < SPECIi�L LATERAL V DIT H SEE b�TAIL V .. � ` - . u . . . . SITE 2C EK \ r � ■ ■ ■ ■ ■ ■■■■■ PAVEMENT REMOVAL FOR —LLT— PROFILE, SEE SHEET NO. 16 � DURF�AGE WATERTS �N FOR —LRT— PROFILE, SEE SHEET NO. 16 � WETLAND FILL IN FOR —LPD— PROFILE, SEE SHEET NO. 2� �� � � �� r VLL Oi AR ;�NEL F -1'�� ����� � PROJECT REFERENCE NO. SHEET NO. � =M- VE DI . _-' '. -__ !� -.l'! I _ _- .. -- .. RNJ SHEET NO. T - _ �-rL -- . _ _ -�- _ - _ r}7{� ��� ROADWAY DESIGN HYDRAUUCS __ _ ' - � - - � �19"":E ENGINEER ENGINEER �. . .. __ _.� - : � �' _ -____ �' _-� - _ .-- _ .-_ .._ -'._ '_-- .�__ _ . .. r I . � � __� _ _ ' .._' _- . ..__� � . . __ _ __ _ .'. _-_- �- �L 4' BST -- -- _ — -- __ i �� �,,� -- --- __ -- - -- � � _ � � — --- �- _ _ -__ Nqp 8 �p -- �/ - - � -- - - ----- . --- _Ip S ?OQJ . � _ _ ,� --- /` � � \ - '- - - _ -- _ DOCUMENT NOT CONSIDERED FINAL ' � � __ .�_ _- - - - - -- - � -- - -- --- - - � UNLESS ALL SIGNATURES COMPLETED .. - � --_'_'- ---- � � � � - - � � � �� -� --�- _ . . . ,--`-�._ . : J �'� - � � - -i- --- _ - � _ . .. '- h.4 , � -1 . `-' - / J" ; i �� �J�r ' - ,_ _ � / � = -._ � � - ` --� � = -- _ / � W ,.. _ j �= i /\ � � ,_. ) _,� \ � j: :: \ ` ___ /�—� �Bw/MH� \� � - _ ` � , � �--f� � � / \ � ,,u � � �� - -- � �� � _ � � � �F � _ �� _ , � � � �r�: � 18" RCP � � � � _ � , ���� l�� � � � � �' sr� ,� � - s, _ � _ � ; ,� � n � _ - ��- _ �/� O � �8'' \ � / � '� 7 � - , - - —/ Re'� iii \ � �` - � � � / � - �' �- i � � \ J B w/MH � � � � �� • - �� - -- , -% _ , -� �� - SPECIAL LATERAL V _DITCH - ___ � � S�`-v� ' , % �' ; � ,� - — -� � - ETf��U � � / / � � --_� `tr � � — , � � - � ,__ —�—��-� ' - - / � • � ���N ��� �` �HDP,E-� , � � _ -�� - , . . . _ , �v � � - . � _ � `u" ��'� �� � �� � "� �= �� � � V COLLAR � �� �� � / Q � � � -. � � - , . . , � � �A _ � =' - .� � � - , , � � �8,. �.� �� � � �� SITE 2C ��--���� � � 36" RCP-IV ��� � P � ��Q�` -- � • �y i� ` � —, �'� . ��`� � � �, , � � � -- _ & 2 S� � � �C�,o l�r T� 1 ' � 2 0 � \e� , �� ,,� � � � ^ HDPE � �� y� JB + �PE � ' � 24" HDPE �RETA� �Ur-� RET � - — - �- - - �— — - , _ _ ��. � � IN ,��� ,r �- ,. 48" RCP � � �', � �g" HDP� �s_"�3� '�£���� • A=� -= 98'_RCP � c� �— _ _ � i �, � � �- -- - � � �� � CB �-��- RIPRAP GB�� \ IN - � �$"�� _ ���^3, � ��j/���'CP�N�B • � i R�P Ce '�`Q' �'>, �_ 40TCB � � 11�� , , ,� , _ �, � �, � A ` ,_ �c�P — � �8„�� . � � � �\V�� '�. � �,�q� � ��,� P,�� � '°� �� �,�� � � ' �, �� � � � �� ��,p� ��'l� ��° TOE PROTECTI�N / /I� � "� �� " � �� \\�'9 � tia,o� SEE DETAIL T �� � �> z . - o `� � �ti�, � � � BST � � � c � � � ��� � � ; ,-,_ i - ;, � � • � � - �,`� � , ., � ���.�P � _, �� � � ANDERSON I-26, LLC _ _ -- �� �� �.. 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SHEET NO. � RNJ SHEET NO. �(��..FL.Q ��� ROADWAY DESIGN HYDRAUUCS C' �"S ENGINEER ENGINEER g NA'y SRS 2007 � � �� � ��� y DOCUMENT NOT CONSIDERED FINAL � � ._. . UNLESS ALL SIGNATURES COMPLETED �i I I1 �.° ���� , . i'5''^�{1 � I1 1 OUARRr :;UPn�v i� BERM DITCH 1I \ 1 ry�URry�AX, �LC �_� i /- SEE DETAiI Y I� 1 / � �� � � � � � �/ � SEEID�TA\Y � � I \— ' ��— \ . �\ SPE�l4 L CUT BASE DITCH , SPECIAL CUT DITCN W/HINGE BERM DITCH �� _ �� ' � SEEk.QETAIL FF SEE DETAIL W SEE DETAILY � � _ � i0'SOiI � � ` / ` � fj' �� i'. �-__ � . � � � ` / � BERM DITCH ' pE TDE ` _ - - - _ *DE . 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SHEET NO. � RNJ SHEET NO. �(��..FL.Q ��� ROADWAY DESIGN HYDRAUUCS C' �"S ENGINEER ENGINEER -_ ����f\'�f� `�U� - - - _ _ . __- .._ _ _ _ _ v_.--. __-- -_ _-_ � 9�- . . _ _ _ .. _ _ _- _. _ _ _-��-� . .-_ .__ - .-_- . _ _ ��� � � � : � � - � �'i�'�o � � NA�y SRS 2'. � - - — _ -- --- -- -- --�;- --- - - --- �- - - ---�- - -�- DOCUMENT NOT CONSIDERED FINAL - - - -- - - -- M T L r-� r- � UNLESS ALL SIGNATURES COMPLETED �i -�--�- -- 15" RCP-III 2 � �- -L -- �- -- - - , __ 2G1-A5� ��� _ _ _ , p/ - -- IC - z BEM�VE DI _ ---' _ TB 2C1 - - _' -- - z MT� _��L 7` 25�_ �,3eQ�� � _ 3( --- - -- - -- - - - - - --S = - __ -__- _--- . - . . .. __.__- �.. - _-- __ - _ _.. _ _ - . . _-- . .. _ �I` _ _ . ___ - __ �....___ � �/ "� 1-26 WBL 39' BST °� ----- - � - -� — - (� �� - -- .._ — T --- — -- � .. --- - � .. -- --- — — -- -- -- --i � -� - -- --- _ -- _ -- -_,- - _ _ SPECIAL LATERAL BASE DITCH - � _ -. _ _ _ - -, - I = - J -� G � SEE DETAIL N LL, - ;�-- _-__ - -- - - -_ �- - - � = __ — _- _ _ - O � M � �� RiPRAP n < — r , 2G1 15" R- II � � � _I y ����-,,.r�-, � _� , -, , , , � � � - � � � 2 G I RC� �� ��'�-' w „ � � ,. � � r'n , �'-,S tAS�' �$' d�1 P��+�� � � � ' � -�'?� � �� � � r�_ iP�I�L` �1�1'T��L EST 3 TONS ' o� � � x"-' BASE DITCH EST 10 SY GEO � � �� � SEE DETAIL X `` � / � � �B -� � �� W�M� STAN ARD BASE � I i' �„� �� � � 6�„ RCP_ HW I�� FxisriNc� E �� JB � � � %S ro yo,�j,NY � S �ll SEE DETAIL DD - W/MH ,� CRE � � � � � i, ; �� _ � � , , � � , -� � �� -_ -- � . _ ,� -- �,� �, �r x ,y � � � � ,Y ' � � -� � _� < 60' R �, I � i � �- � " � , � LATE AL V' D ZCH ° �v �' ` ,u � �—= a � - --�- ��- _x�. � � SEE DETAIL� i L1"v � � - � ,, �� � ,n� , � �� ;., � / � ��� � r �� � � �r , i� � �� �� � �- � � ' ' ��' SITE 2C � � � e G � �� '�' U � TION / i_, �; b,-- 'i , � r NK STABILIZA � ��� --'.a '�� � �' s — _ T� – _ __ r °� sEE DETAIL CC -� ; ( ' i� - - _ -- _ _ -- ,� �� � ' __ _ __ �. c. � s � � ��'' � � � � ��'� _ - �- � � � �, �� � I zo, �,M� �:'� RIP�, 5a �� i � ' '4�OTaB i r ¢ r; o '� / � � /� Q�� S E�D TAIL BB �E �re�� � � ' i � ECIAL CUT DITCH w/HINGE \� � � � SEE DETAI � `' � s�� � �� � CAROL BRIG��N CAMPBELL AND � � � ���� � Q�� HUSBAND, CHARLES D. CAMPBELL �� N � � „ G — � � 5 __ � � _ . a , � r � � � � , —_ � _ � �� MH � � ; 1 � , z_ ; ., � ,- , � �J�-W-� � �% � �'�`�j -� � � " �' � CLASS '� � RAP � ' a - � _ ��sri� �� � � � ._, - I ���� U EST 2 TONS� -�, � EST 7 SY GE � i � � � p I u, i � , � =� ��, ;��r;-y ,�� � �,,�;w+i�;e, �, CAROL BRIGMAN CAMPBELL AND ' EN �RGEMENT ; `` �i I�i� �; TOE PROTECTION � HUSBAND, CHARLES D. CAMPBELL o � �'�Z SEE DETAIL T C� y -, z'�Q FLAURA FAYE ����THIS ET AL E � I� � // r � � SURFACE WATER WD DK � DENOTES IMPACTS IN �� �---- � s � Q �ENOTES TEMPORARY / IMPACTS IN SURFACE WATER � � X� � � DENOTFS FILL IN ��.i II t/� • O WETLAND � ISFD I � ;� � V 1 I � P E RMIT D RAW I N G P I� �l- � �- ��� ��-o �� � FOR -LLT- PROFILE SEE SHEET NO. 17 � SHEET 17 OF 26 � 25' 0' 25' FOR -LRT- PROFILE' SEE SHEET NO 17 N-� . N= �,. � , • FOR -RPD- PROFILE, SEE SHEET NO. 24 PROJECT REFERENCE NO. SHEET NO. O r / RNJ SHEET NO. � �-GIV�C HV� �.✓.. . . ..., �1�E ��� ROADNGINDRSIGN HENGINEERS (/� �,, i i i „ ._ . 1LJ. . . , � _-- _- ___ _ _ - _ ____- _ - _ . - _ __ ._ _ _ _.. _ . _ . . _ _ __-_ ____ _ _ ... .. __ v. . ___-- _- _ __ - . ._._ __ - - . . � , -_ _ . - ..._ ..__- s- - . . .... . . ._ . . . V. .. - . _ ___-_-_ - _ _. . -��- . __.-__- _.__.._ _ � -__..__._ __._�i._-.__- -_. .-__ - " � ... ___ . . ____._ - I-26 EC�L 38' BSl � 2 - - - � �O � � NA�3/ SRS 2007 --- - - - -_ _ - - _- � - _ - - � - -- � --- - - - - - - - -- --- - � -- � �v: � --- � - -- - -- - - - -- _ . - DOCUMENT NOT CONSIDERED FINAL - -� - -i 2G1�- _ , _ -- " - �T� _ 'ONC� 2GI� � MTL 15" RCP-III -- - - �- -- � _ _ � _ - r- � -- - - - RES COMPLETED � �� ��-� --,— — �MTL '� 60" CONC _ _ _ T5"-RC�11t -- - �-- 2G1 A„� 15" RCP-III -z-�--zMl��_ �-�_- T 60"�NC _� � _- T TB 2C1 _ MTL . ° . „ - _.,__ DI -_- _ _ -- — -L — J -/lL 7 25 /3a0 E _ _ 3c _� �__�_ _ MT�� _ - - - _ _ V_E _DI_- - - - ----- --- --- -- -- - - - -- - ---- -- - -- - � - - - _ - _— -__ __ _ -- - -- _ - .. �� _ _- J._ .. _ . _-- -__ _- -_�_ � _ . . .- _�.. - ___-_- `,.O --_ - - � - -- 1-26 WBL 39' BST �� � "' �� � -__ ._ _ 1-26 WBL 39' BST � - --- � - - -�- -- (� -- � - - - _ _ -' - - . / �— _-- --- -_-- -- ---- - ,� /J.. =_- -- - -T . - - _ _ , ' r, i i ' , - --, - _ i = — Q — -- _-,- ` ' - _ ,_ _ =i — —_ _ _- __ — - — -- - � � G SPECIAL LATERAL BASE DITCH '-'-' - ' � _ - � ---- ==r =- 1 ,- l` SEE DETAIL N p - RIPRAP c» r ` 2G1 15" R- II � - r _- - — - -- � �� � - - - j� � , � 2 G I " RCP-111 w - � - _ , -� - -� . - ` / . � � _ n W — � � '�� � „ • _, - � ��_ _ _ _� _ . - n_ � �.,_ � il =? ; r' , l� , _ � i . - , � � o� i�EG�+AC�">l��f��L-� ` EST 3 TONS - o- - - ` � - - --------�� _ _ / w BAS�---DITCH EST 10 SY GEO � � �� � SEE DETAIL X � _ - � � �B � _. - _ _ :- -� _ � ___�. _— - � W/MH _ STAN ARD BASE u - ��, � - - � 6p„ RCP_ HW �_-- � -,� ,� � �� l i � � � �B _ � � ,� - ro Ho lll SEE DETAIL DD R��' ur � LxisriNc W/MH -� � � S �/�Y �E � S � _ � � �� � �: - - - � - - - � - � � � �,. � � . . I � � � ! �' - �' - � i, ��"�� _ RC - > �-- ; � c I � � 60' � _ LAT� AL V' DIZaH WW � �,� � ,� o �� �� i.� � �-� � � � „SEE DETAIL A� i �� � l�-�. , � i�, , � -�-LL , ���� � 1 i li i / ,��� ��'� �� re � r �� � � G�J � �'���� � � _-_ � � S ITE � C � � �U�� ,� � � � `- ��/�p ' . r BANK STABILIZATION i �- - � — �= - _ ` _- T� E �,� / SS T SEE DETAIL CC � . � ,i � �� (, � -- - � ' ��' �` P � � __ � - __- _ _. �`� ' � i � o; �� ��'=� ����- � �� ��� - � � �� � ', �4 TCB � _ � � - - � � ' � � ' � _ - ^/ / / e�� \� EAD TAIL BB ��E \� _ � _ - i �„ � , . � � i � ��-- - > � � ECIAL Cl�T DITCH w/HINGE�� � ��, � ` � ,, �' � ss � 7� � SEE-DETAI � __- � � - �� � , _ . , ��- � '� C�ROL Bftl���N CAMPB€L� � � AND �- ' � �-� � � �� � � � _ _ � � � � � \ _ � -� ' � O � � � _ � -- ��,��� Q � h�USBAIyD, CHA�LES D:�CA�IR�ELL � ,�� ' �-�\ \ ��-, - � � � � ,� � �� _ � � , , � � - - � � - / � MH P� -__--- - _ � _ - - 1 - , - / �_; �� �- - �,2�, m �---,_ - , � s- ` -� � � �' � �� ; - ,.J-' � CLAS� ' ' � RAP � ���� � ' �'�� - �� - I I I EST 2 TONS � -�-� XISTING F 'i�� / , �,._, ; �n � � �� � �� - --- � � I� EST 7 SY GE �� _ �, � ,, - / / � ' f � � - - - i .��,rH � �� _ : CAROL BRIGMAN _CAMf BELL ANo- E N LARG EME NT � ° ; �� , _ �� �� H�t1SBAKD, CHARLES D. C�MPB�LL, � TOE PROTECTION � � , , � -� �Z SEE DETAIL T `, ---- _,, - �'�Q �� FLAURA �FAYE "����iHIS E�T�t � ` � ��' - � � -- �� -� DENOTES IMPACTS IN � � � iV= - - . � ! � SURFACE WATER � � WD DK � S � �. s , , �� � �-� X� ������.� -�. �. �ENOTES TEMPORARY � � "--- � � ''. , % � � � IMPACTS IN SURFACE WATER / I _.. ,, O - \ � � � - � DENOTES FILL IN / I . N -.._. ._.. / ... .....,, �. \� \ .. . WETLAND � ' ��V � � . ' ........ ' . _ _ _ _ - . � � 1 - I '' -'�,. � � _" � �I __ � °' PERMIT DRAWING P ,,� � r— -o N FOR -LLT- PROFILE, SEE SHEET NO. 17 � SHEET 18 OF 26 � 25' 0' 25' FOR -LRT- PROFILE, SEE SHEET NO. 17 N=� �. ;�� FOR -RPD- PROFILE, SEE SHEET NO. 24 PROJECT REFERENCE NO. SHEET NO. � � RNJ SHEET NO. ;' � �� �(��..FL.Q ��� ROADWAY DESIGN HYDRAULICS ; I , C' �"S ENGINEER ENGINEER /I i i �� ; /� I � � ^ ' DOCUMENT NOT CONSIDERED FINAL ' i i NA— UNLESS ALL SIGNATURES COMPLETED ; � �� ' .. �$ 2�. � �._. ; �.� � �� �� � � PERMIT DRAWING -_-____-- , �, ,, __. '�,_______�;% �,.,� \ \��.\`� SHEET 19 OF 26 _ _ _ \ , ,FNF„ � _-------- i� �1UR�IAX.LLC � ` / ' \ � '..FGS�\ S5\ ME � � / � ` � � / � / � OUARRY � � �/ I I / � ��,,e / � � � I / " � ----- � / � / � � , —_�� � ___ ---, � � ��.:� -- r __— � Q / � � � � $ — ---_� P IAL CU DITCH W/HINGE v �— � 1 \ y. � \ _ � � � � ` � � � � / l � � � , o� ' �n RETEN7roN BaslN � SEE DETAIL GG � ., � -� �F \ \ � No Ea� NoavcRriSiN� ' � � � � ��.. LATER7CC BASE D TCH � \ \\ �� 0 ��,�„��.�1..� < ._. _ — _ oEstaic oN vp�No . .,.... '�: SEE DETAIL KK \ \ // �. l fF� I�L LATER.4L BASE DITCH � � �-, �— � � — — — � SEEi5EYi41tZM � � GE �i��\ � �^ � — _ � � `"'1 5 EADETAILCJAN /I _ _ — _ _ � _ _ / I F v S � � �"'t�N, � / � / . � � � T � � � �2GR � _ ti`" ■ � \ ._. OIJARRY � �C NG/ � �J �' r 0 / .m ,5�_.. . . � � � �µ & i � / �� �JS T � ` _ DE ..�_L q��WW 8 � ExisriNc ai �� \'�- _ BASIN WIEHETS:IC�-SIDESSLOPE�SR �� �z��� � _ _ i / Q � . ., � C SS 'B' RIP RAP S8W . .. � — 7CND-CtA55-11 2LIP RAP�"_-"_ / .. . �� ES 2 TONS O - ES 7 SV GEO E I \� SEE DETAIL L � �� �-C � �-- � ` H�'u�M'CREEK � ` TO BE SLIP-LINE .1 — 'v � ' • — � — � ...���_��,c�r ," , i - ` — — / Q � �-"-a�� . __� . �� ',� � " £`' t' � ' - � / ����5 _� � --.._.•�S� � .,.". - . �; � , 1 , _i . Q � �� � . ., ..� � � � �,� � � � '� — -� �' ��E � E�ID T�P PAiOUECT —550�I � � �__ - -- - . _ — � y _ „� — � _ � -- _ -- - — --- fg� F <„ � „ `� � �`� Ns„�N ����'° T/E T�O} TIpP� PI�RW/yE�CT B 5178 ^ � �' �= �ELB LVFD DiiCH ...v� .' ' 'r'Y� . L� J, O✓ L'JJN w f�`� -�"y�l„>� HW .. .. .� t � '.iNc ai i � � — � � ' � �., . ,� . r'-:is-�..rr�w�t - � S ' Q � _ ' � ' �� TB 2G ��_��. � � \` _, , �� I� �-��� . c. 80RE AND JACK .'^ _ � � z �- �- ..�.e,�. �^^ �� _ , � �_. ._ . 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' _ — — — — --- — — — „ - - � �� i c•� ' ���� --- — � � � — � . ��-� � C � �, � _ � T IL DITCH S E DETAIL SS ,� � . _- _ �,��� ���� ��vU� -- HW , —�_ � 8„ �ZC�X ExisriNc R�W — --�� WW � X 48" Wv'� �,,�,� = --_ 2 �SB w � ���- -�CFi _ _ � �" �` _ . x _ p��0 E 2Q _� ss__ ���� � SEE DETAIL II E P �� �- � pQ> �Qc� � �_ � E WF_R EASEMENT � SS �P -__----� SS \ � � n� - CHANNEL CHANGE � ` --� SEE DETAIL HH S ITE 3A \� G SPRIN ��"��I_L�t�Nd Be IV�ULL, �i�o 72" CULVERT EXTENSION PROPOSED � STREAM BED 2' `� � EXISTING� STREAM BED EMBANKMENT GEOTEXTILE ���j ; CHANNEL EXCAVATION ,�x��< FILL EXISTING STREAM BED 2' 1' � �� �-2:1 (TYP.) 7' r VARIE$ 0' TO 8' SECTION A—A LOOKING DOWNSTREAM NTS 60" STEEL PLATE PIPE 2' / / ��,SS � RIP RAP (TYP.) GEOTEXTI LE E- �sMr� eus ROGER rn �i� � � � � — � — �� � �3 � � ,.., . ,, � _ , .. ,�a�_ _ � �, � , � � , — �\ — — , �_ � / '" ENLARGEMEt'�l�` GEORGE Ea BLANKENSHIP ��� � 1r ,� � 25' 0' 25' FOR —LLT— PROFILE, SEE SHEET NO. 18 FOR —LRT— PROFILE, SEE SHEET NO. 18 T PROJECT REFERENCE NO. SHEET NO. � -_ .� ..__ .._., - '--- _r ..__,_. _ . - _ _7 � � � , r ��= --_ ` __ - __ -- _ __- I ` _.____ ___ :__._ . ..__... ,..;� 4Z�_'.`L -C`-:. ` U ._ �1�E ��� ROADWAY DESIGN HYDRAULICS � __� � I _ _-_:- � � O �ONC � _ �� - . ^� �� ENGINEER ENGINEER _� —� _ _ ��� 7-` � -�� _ - $__ ' - . � _' _- _ . . _ ' � �-�_ _--.._. ''— _ __ � �, .._ _. _ _ `- i."'_ _ ' -._ � �- _ _ _ , _ ,t� � �' — � -_ - _ � - - - - I- - -- - - --- -- _ Q � 1L , __ _, - - _ - - � � � � � � �, MT� � ___, - ' � -�- � � - - -- � _ �_ _--_ - - -._ - - - � �' 2 G 1 ='' -- -- - -_ - __ _ _ -- ' � � -- � - _ �_ �� r- „RG� III ` - 1 - � � � ' `�� �26 _ _ _'� WBL -i -- _-T TB 2GI ---- - r _ � � _ b� EBL 38'BST �- — -- -- � - � � -� - - � - � � DOCUMENT NOT CONSIDERED FINAL - . ---'� -_ _ 38' aJ - __ -. _ ---_ ' . - --_-,_ � MT����-r � � �- � - � — � UNLESS ALL SIGNATURES COMPLETED _ _ � � _ __ � ��'E�=ftl � � — i _ _ � __-- -- NA��►� SRS 2�. -- �_ \ 6� � � -- _ _ - - � i -- -_ -- _ - MT� � � -� 1 MT� � _, TB 2G1 ` : - --_ ---__ _ -- -- __:--- - ✓,,--- �, - -- �'� MT_B 2G1 �- PERMIT DRAWING ----___ � �_RE OVE DI SHEET 22 OF 26 -- — — , ---- _ � = - — � —' -- � �� — --- � �'� �. � ' -26 INBL 37' BST � ' � - — � - oeNores innaacrs iN - _> _. -- _ - -. _ __ � i ��, � SURFACE WATER _ � � � '. ,�- , � '� -----�--_- � - - _ i DENOTES TEMPORARY � � � "--��'-- � � � � IMPACTS IN SURFACE WATER -- _� �a EL¢OW . - - _ --- --"_C1.ASS_'B_=RIP RAP-- ---" _ � EST 7 SY� GEO - - - --- -- , _ _ _ � �'O - - � -- _ � __ ___- ____ - -- - - � , ---- � _ � � � , --- � V � �s- - � - � � �-- COL ,4w��-`- �� � � - _�g � O -- � - - \ � ' �-'_`,n-' �"� 2 LA� `_ � „ U �� � _- ' �, � � � � � EXTEND� C C `"' �� , � --�� � .�"`... I p ='� t �- J - � TB �� TB H lN W W .. . � '�'��r�, - J , _ , - . � � — — — — � � - �' - i � QITGH � . �� PAVED_ � � � � ��� �-,�' � ; '. ,� �s - -- -------- �— � �� �� � ����%i � ' �� •, e i — � �� ��� r � �� i � � � _� '' � �' ' ' � i � � � � � � � T � ` � , , � � "1 � � �_ � � ��i, � �;', , �� �_ �� ,� . , �� � � � �, T IL DITCH - � 'l �� , � , � � 1 � ��J� / lr �J i l/ �� '� J� l���i I� I i i i� Ir � li �r � i� � -- '' � � �i _ ' S E DETAIL SS E ss TD = � ' �� 0 ` �-' Hw ' ��� � _� - _ � —� _ E _ - J � � __ � _ - - E� _. � —_ ExisriNc RiW _- - _ - _ � - � 8 � wW � 2 � � ��� �CFi--_ -X � �� �X & ��B1N _ _ ,____ -- � , _ _ �__ s X— ��-. -- g W -� X - -_ '- HORING J ��o E 2Q ._�ss-- _ j ��� � SEE DETAIL II � _,\ _ cAsallo� -- PP� E � I �Q� ---- - �— � -- � P �WF_R EASEMENt� � ', � � SS � � _ _ _— � fiS � __ --- � � �- �, - �— ___ E� � -- ��. E- -- � � � � � � ' � ���� - � � � CHANNEL CH,�NGE � � � , , S ITE �A � ' SEE DETAIL HH \'\ \\ E S _ _ �� � � � ., , , _ , ,. � - ,- � � � _ � � ,���\ _ \ � ; � � SPRIN� �� �� � / '� ,����� �s�l� e�s ROGER �n y�'If � � _- - J - � ' O � -- — — - ' _--- � �yILLIAM B. M�'ULL, JR. O� � - --�� � �,� -- � � ,, �5_� , , � 60" STEEL PLATE PIPE � —� � %�- �� �� _ � 72" CULVERT EXTENSION -� �' tip� � , � � _ — i _— � � . . � � ---�_ , � �� PROPOSED `��;� — STREAM BED , ` � �� � , EXISTING 2 � � �» ���_ �� ' �.: � � � 2, STREAM BED 2, /� ♦ � � / � , ,_ ,. , ��— 1 ,, , ; , �,, . , EXISTING� STREAM BED EMBANKMENT GEOTEXTILE ���j ; CHANNEL EXCAVATION ,�x��< FILL ,� /� ��,SS � E N LARG EM E I��� RIP RAP (TYP.) �~`''� �- GEORGE Ea BLAPdKENSH�? �,� 2' � ; ,,: �Typ_� 2'1 GEOTEXTILE ; 7' r VARIE$ 0' TO 8' ,1� SECTION A—A 25' 0' � 25' LOOKING DOWNSTREAM NTS FOR —LLT— PROFILE, SEE SHEET NO. 18 FOR —LRT— PROFILE, SEE SHEET NO. 18 ENLARGEMENT , , , -.---- � �� � � � — , , � „ � � � �, . � / � � � .... ��� . � . �_t -- i � � � �--------�- `' � �� - ��,� , � -= _ _� - - - ��_ �i � � �� , � --� �--- ---__� ,%- - ,- j ��.�, �,�� ,� �� _ - - ���- _ � ���._ PROJECT REFERENCE NO. SHEET NO. �-5 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ' I DOCUMENT NOT CONSIDERED FINAL NA—UNLESS ALL SIGNATURES COMPLETED �` SRS 2� � 007 PERMIT DRAWING - __;� , � 1'( � '-� � ��� � �� ��,_% , , ���� �; ; SHEET 24 OF 26 ,� ,\ i � � 1� �� i � + \1`�� � � ' � � �i ���� � L�—i � I I \� �J� � < � �1 � � I �� DENOTES IMPACTS IN �.�A 1..� �j ` ' I � � / ---fl � 7 � � I� I � ' � SURFACE WATER / ,, �—' `—� I ��� � _� j� - �I DENOTES TEMPORARY ' � __� � ' ' // ' . � ' . i _ I . __ ; ' ._ .. . / 'i i �� �� IMPACTS IN SURFACE WATER l \� \ I \ � _— — _ ._ .— .. . . . . / _'' — ,._"., / � _ I I1 '� � ��� ' /i � �� I ' \� �% / �---__ _ � , J I' , :— ---- -� . �C � �, � � i����� i � / � —� . � , — _� � � i � � � � � ��— —� � � � ; / i � � � � _ � � ��� � 0 , � � � � � i � _�___�__� / � � , � �� -- � �� � — ��/ -----�i j 'h �� '�� � — � . ,__� � _ _ � � � �� �� - — �--� � � — — -- - n - _ ��i � i / --- I _ . � � i i — -- _ _ \�... '.. � .. . _. - � - _ _ a� — . �/ ����, � �x � �D v�� nsiNc- - - � � � � l �--�- �- - ; / � - _ - ' - -- � , 'i„,,. �. - � � I ; , _ , ���� y - � LATERAL� �ASE D TCH �'��€�������� �� _ -_ ' � � -_ _ �- �, ,- SEE DETAIL KK � � �f]�, _ __ �� � - , \' - - - �nvo � _ � 1rLA�-€ L BASE DtiCH � � � �\_ _ --" - - - =' - � -- _ � �� I` � � T _ � �. � SEE E M � ----��- __ � � � �� � � �-�-� CHANNEL\CHANGE - �� � � � �� ����� , -__ - - --- ' ' , j , - __ � �,,_ _ SEE DETAIL��JJ � � �� - - T. - ; , __ � _ - --- -_ - - _ , _ _ _ ,, - - - - - _ /2' ��, � - - _ ' , � fi -- - -- - — a u c — � _ _ _ _ _ � _ ' �' on� �' r _ , - - __ � r _ , - SITE 3 B - i , -_ _ _ , _ _ _ ; _ ,_ , � _ _ _ - � _ � � ARRY _ � -'- -= � -- `, � � , ,� _ � � " �_� _ ��� R & � X -- �=, % ?'-, q8�� - -- _ _ _ _ � I�2 � � � - - _ ` ; � R1P-kA�� ENERGY DISSIPA'FOR � � // - C SS 'B' RIP R,4P & �Bw �xts_r�y� R�w_ �;,� - � � � _ � - _ _ BASIN WI�H 1�131QE SLOPE�__ � '' � � EST 2 TONS E) � - -- ` � �4ND- eL�S-S-ILRIP RAP � � ; � � . � _ _ ' ' SEE DETAIL L � - - � �- — ` ES 7 SY GEO TO BE SLIP-L1NE _ � - \ '-- -_ _ _ f___=��� �/ � _��� � _ � _ — �- _ .._� � ' I � ��_ � � � � ��� � ��, � � � _ s���-37'--�B� �- UULI,i �l . ' .,i . � Zn-� �' , i� � ' -�'J� � � ��`� = � <_—'e`. _--- . I /�� v � � i �, I � _ _ � ' � ' -� _ � . J� i i i „ ' _ " ��L R �JL ��r i � .��'� .. � � �, � � � � � � � 8� - �_���� c� �� ��� � - ���� -- � -- --- - � ° ' _ � _, � _ _ _ � �`a` r � � , - . ,.,�,�, � r�� h _ � , _-� �a ��, r� ,� � � � � � � � _ _ , � � ���� � ��, � _ _ N� - _ � � � � - — , � �� � ���� - � � – _ - _ , � , � =;� � � �� _, � � � � _ . ��, �� � � � - \ - "� �� '� PA D DLCN �� � �_ ` F �, �, '��'�` � � ' �, _= _ , � _ � _ � � ,, �� � _ - , ,� � � � � � �� , � . � ,� , �� � , - HW � �, ; � � � �� '�- ' � TiNc Ri . o � N � �,� �� � � =`r-�.-.r� �� ��� � �r r J � ' � TB 2G � � -- - , ��� ��� a � ��;� �� �� � � ��_; �� �,. ti 2 � t � �-�- �� ` ` _, _ � � �_ _ _ �— _ -� �._ �� ,,, � � � .; � � � - — � �, , � �- � -� � � BORE AND 1 CK �_ �� � ' '� I� % �� �� ,� Q 60" STEEL P � E PIPE _ \ ;i �/n � �� � � - � � C o � - - �� ,_� --� _ CLASS 'B' RIP RAP � ,�'=�� - � _� � � �-� � ' �,`�-� `"' �, B 2G1 EST 3 TONS ELBOW - " � � �-_ � ,. '-� � � ; " � Q EST 1D SY GEO °D "' � � _ �-�� , � �� � � ��� � � 15" RCP-III � ----- � _ � LI - � 1 � _ _ - � � � __ 15" RC � - -- -- - --- �_ �c, , -, r� � ,�-� . - P-III � � - - - �, - -_ ' � ��� _� _ �i'B 2�1 TB 2G1 _ u, -__ _ � - -- � -- _ � __ � - Q � - � -- '� �- -_ -` � _ , ,� . - - _ �--- - -_- _ �� 2GI `-- - � _� �, � � I _ _ � ' - _� � _, � _ � „ - - -- — - - . _--_ = _ - - — --- -- - - s - �C� I I I � � � � � � � � � �� EBL 38' BS _ _ --� _ _ � � � � --� _ I � - � - _= - 26 � � - — - . o � I _ a B 2GI _ _ - -- _ - � _ ---- ___� � � MTL�� � � � � - d - � �� �- --- - � � � -- � EP=1tl�_ � � _ -�- _ � � --_ --: ---4 h �- 39' � p a - - _ --_ - � � - ___ � _ � MTL - _ _� � MT�-1 — _ — _._ -- - - -- - - - > � -- - � - - - — — - - - �S - � -- - -- — , �. � TB 2GI ` —_ - � — — - - -- - - --- —� ��. _ _ — - -- _ — - '; - - 6 �„ �_ � _-- _ _ �i� � - -- - _ _ � - � MT� ,---_ -- _ _ ;-_ �l _, --- ---1 _ _ � � �_ � - ___ � - �,� _ , _ _ " ' -- - - ---- - , ` _ --- -� � _ __� � - --_ -RE OVE D I - _ -- � i _ -- �� ,, ,_--T1 r 2 5' 0' 2 5' �, � � � � 4 __ ; _- - -- — _ -�_ _ �'��� REMOV � - --- ' - - - - -- - - - � - -- �, �� - - — — _ -- __ � ° — - FOR —LLT— PROFILE, SEE SHEET NO. 18 �� � � �„ --- � � _ -- _ o= � — ---- - N��_ __ , _ _ ;�� FOR —LRT— PROFILE, SEE SHEET NO. 18 � PROJECT REFERENCE NO. SHEET NO. 6 1-5504 � ROADWAY �ESIGN HYDRAULICS � ENGINEER ENGINEER �`�`E RS�I 2 0 1 0 1 0 5 5 1 0 1 0 2 0 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 2 ��0 �` Xs BresP PERMIT DRAWING cP LE = 20/.4Q SHEET 25 OF 26 2 100 / � \ i — — - -- -- --- 1 2:/ 2 090 � � X/ST G OU _ __ _ _ / \ - 2 080 / PRO OSE � - -- - -- -- -- � - - RO OSE 6� ST L P TE 3 5% � � BO J K � � � - -- -- 2 070 � � _ _ ) � � _ _ � � �— ��� EXlS lNG GRO N� 7 CUL ERT EXT Sl N ' � \ � � -- � ��� � � - 2 O60 sE =2 7.sa � Ex sriN �r cMP " _ � — - --- -- �" 72" CULVERT EXTENSION 60" STEEL PLATE PIPE �� Z OJ�O PROPOSED EXI lNG GRO ND STREAM BED F EXISTING 72� � Z,� STREAM BED 2, //�. Rl —R PE E� RGY /SS/ ATO u � h � �- — --- --- --- / m � � � cv.ss i � — --- --- RIP RAP (NP.) EXISTING � STREAM BED 2� 2:� GEOTEXTILE � EMBANKMENT I (nP�) I � GEOTEXTILE 7' VARIES 0' TO 8' � - � CHANNEL EXCAVATION CROSS SECTION AT CULVERT ENTRANCE �a � FILL LOOKING DOWNSTREAM NTS � _ _ ___ ___ __ ___ _ __ ___ —_ ___ ___ ___ ¢ E � c � i.�.: � —_ __ — � E � a � 0 rro � o�� Nz �:' �r�c� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS an ws ing ws ing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure FillIn FillIn 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) lA L 24+00 TO 24+30 (LT) Stream Realignment < 0.01 < 0.01 20 28 lA L 24+30 TO 24+62 (LT) 48" CMP Culvert Extension < 0.01 38 1B L 28+02 TO 28+12 (L� 66" CMP Culvert Extension < 0.01 17 1B L 28+10 TO 28+20 (LT) Bank stabilization < 0.01 < 0.01 23 13 1B L 28+29 TO 29+62 (L� 14' X 14' RCBC Extension < 0.01 < 0.01 1C L 26+30 TO 27+19 (RT) 48", 66" CMP Culverts Ext. 0.03 1D L 28+54 TO 31+94 (RT) Stream Realignment 0.02 < 0.01 313 10 2A L 57+72 TO 58+05 (L� Stream Realignment < 0.01 < 0.01 48 10 2A L 58+05 TO 58+84 (LT) 42" CMP Culvert Extension 0.01 < 0.01 31 2B L 59+15 TO 60+65 (RT) 48",54",60" RCP/Fill 0.01 169 2B L 59+59 TO 60+59 (RT) 48",54",60" RCP/Fill < 0.01 < 0.01 103 2C L 60+19 TO 68+91 (RT) 60" RCP/Fill < 0.01 0.11 742 2C L 64+73 TO 65+35 (RT) 60"RCP/Fill < 0.01 71 2C L 67+80 TO 68+07 (RT) Rip Rap in Channel < 0.01 33 2C L 68+07 TO 68+34 (RT) Bank stabilization < 0.01 < 0.01 32 5 3A L 75+45 TO 78+04 (RT) Stream Realignment 0.03 < 0.01 256 13 3A L 78+04 TQ 78+15 (RT) 72" CMP Culvert Extension < 0.01 18 3A L 77+46 TO 77+48 (RT) Rip Rap in Channel < 0.01 < 0.01 33 10 3B L 79+50 TO 81+78 (L� Stream Realignment 0.04 < 0.01 223 8 TOTALS*: 0.02 0.30 0.01 2170 97 *Rounded totals are sum of actual impacts NOTES: 2013 10 24