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HomeMy WebLinkAbout20071105 Ver 3_401 Application_2013051301- 1105 v3 Dalton Engineering and Associates, P. A. LETTER OF TRANSMITTAL I) TO: NCDENR -DWO ATTENTION: Chem Smith DATE: 5113/2013 REFERENCE: River Oaks Commercial Park We are sending You: x PLANS SPECIFICATIONS REVISED PLANS PERMITS CHECK COPY OF LETTER APPLICATIONS OTHER These are transmitted as checked below: x For Approval _ Revisions As Requested As Requested _ Return Corrected Copies Review & Comment _ Make Corrections Needed For Your Use Other COMMENTS THANK YOU Carlos Bagley W A r, 9p ? :y O -c 01 -11 OS v3 Office Use Only- Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre - Construction Notification (PCN) Form FIEW A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: T Q Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? Q Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): 0 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes Q No For the record only for Corps Permit: ❑ Yes Q No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes Q No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. ❑ Yes Q No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes Q No 2. Project Information 2a. Name of project: River Oaks Commercial Park - Son Lan Parkway Roadway Extension 2b. County: Johnston 2c. Nearest municipality / town: Garner 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Son -Lan Classic Development Co., LLC. 3b. Deed Book and Page No. DB4089 PG879 DB1832 PG333 3c. Responsible Party (for LLC if applicable): Lanny Clifton 3d. Street address: 5160 Hwy 42 West 3e. City, state, zip: Garner, NC 27529 AY 3f. Telephone no.. culj 3g. Fax no.: (919) 934 -3100 3h. Email address: Page 1 of 10 PCN Form - Version 1.4 January 2009 ih �U 4. Applicant Information (if different from owner) 4a. Applicant is: ❑X Agent ❑ Other, specify: 4b. Name: Lanny Clifton 4c. Business name (if applicable): Son -Lan Classic Development Co., LLC. 4d. Street address: 5160 Hwy 42 West 4e. City, state, zip: Gamer, NC 27529 4f. Telephone no.: 4g. Fax no.: (919) 934 -3100 4h. Email address: S. Agent/Consultant Information (if applicable) 5a. Name: Jerry Dalton 5b. Business name (if applicable): Dalton Engineering & Associates PA 5c. Street address: PO Box 426 5d. City, state, zip: Raleigh, NC 27615 5e. Telephone no.: (919) 550 -4740 5f. Fax no.: (919) 550 -4741 5g. Email address: jdalton @daltonengineering.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 163700-28-1270 1a Property identification no. (tax PIN or parcel ID): 163700 -29 -5556, 163700 -09 -2425, 163700 -27 -2981 1 b. Site coordinates (in decimal degrees). I Latitude: 35.6131 Longitude: 78.5553 1 c. Property size. 304 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Unnamed tributary to Swift Creek 2b. Water Quality Classification of nearest receiving water: SA 2c. River basin: Neuse 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Existing commercial along highway 42 and remaining site is wooded and vacant 3b. List the total estimated acreage of all existing wetlands on the property: 80.54 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 15,880 3d. Explain the purpose of the proposed project: To provide second and final access to the site to comply with NCDOT and Johnston County Planning 3e. Describe the overall project in detail, including the type of equipment to be used: To provide a second and final access to the remaining site The crossing will utilize a typical DOT roadway and standard road budding equipment 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑X Yes ❑ No ❑ Unknown Comments: 4b If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Q Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): I Agency /Consultant Company: Neal Floyd Other: Neal Floyd & Associates 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 6. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? M Yes ❑ No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. Action ID 1999209, DWQ 499 -0916 DWQ Exp 07 -1105A 6. Future Project Plans 6a. Is this a phased project? ❑X Yes ❑ No 6b. If yes, explain. To build crossing to access remaining property and extend parkway through site Site will be sold in individual lots and approved through Johnston County No further 401/404 permits will be required for this project Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑X Wetlands Q Streams — tributaries Q Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 P Culvert Bottomland Hardwood Forest Yes Corps 041 W2 - Choose one Choose one Yes/No - W3 - Choose one Choose one Yes/No W4 - Choose one Choose one Yes/No W5 - Choose one Choose one Yes /No W6 - Choose one Choose one Yes /No - 2g. Total Wetland Impacts: 0.41 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P Culvert unamed PER DWQ 3 140 S2 - Choose one S3 - Choose one S4 - Choose one S5 - Choose one S6 - Choose one - 3h. Total stream and tributary impacts 140 3i. Comments: Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e Area of impact (acres) 01 - Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number — Permanent (P) or Temporary 6c. Reason for impact 6d. Stream name 6e Buffer mitigation required? 6f. Zone 1 impact (square feet ) 6g. Zone 2 impact (square feet 131 P road crossing unnamed to Swrft Creek No 9,431 4,454 B2 Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 9,431 41454 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. We are proposing only 2 total crossings to the entire project The final proposed crossing has been placed to minimized stream/wetland impacts The crossing has been located according to NCDOT and Johnston County Planning There will be a conservation easement placed along Swift Creek in addition to the Johnston County required 100' npanan buffer. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The roadway will be designed and built in accordance with NCDOT standards Proper erosion control measures will be used to prevent sediment from leaving the site. A level spreader will be utilized to convey stormwater from the crossing to the existing creek. A BMP will be proposed to control stormwater of the parkway in a future phase of this project 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes Q No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ Q Corps 2c If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ ro Payment to in -lieu fee ram y p g M Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature- Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non - riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: S. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes ❑X No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c Reason for impact 6d. Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ❑X Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. A diffuse flow plan will be included as part of the stormwater management plan ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 50% 2b. Does this pr o'ect require a Stormwater Management Plan? 9 Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: This project will require a stormwater plan to be approved through Johnston County Public Utlities This plan will utilized a level spreader to convey the stormwater from the crossing back to the creek. A BMP structure will be utilized to attenuate the runoff from the full build out of the parkway in a future phase. This will also have to be approved through Johnston County Public Utilities. 2e. Who will be responsible for the review of the Stormwater Management Plan? Johnston County 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Johnston County ❑ Phase II 3b. Which of the following locally - implemented stormwater management programs ❑X NSW ❑ USMP apply (check all that apply). ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes Q No attached? 4. DWQ Stormwater Program Review To be applied for ❑Coastal counties ❑HQW 4a. Which of the following state - implemented stormwater management programs apply ❑ORW (check all that apply): []Session Law 2006 -246 ❑Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal /state /local) funds or the C1 Yes XX No use of public (federal /state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State El Yes Q No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑X No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes OX No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after - the -fact permit application? ❑Yes MX No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in 0Yes MX No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. Future development of this site will be governed through Johnston County Stormwater to prevent any impacts downstream of this site 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. This site will be served by Johnston County Public Utilities for wastewater There is an existing gravity sewer main on site adequate to handle the development of the property. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes X❑ No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? �7E]Yes Q No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes X❑ No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA- designated 100 -year floodplain? Q Yes ❑ No 8b. If yes, explain how project meets FEMA requirements. Roadway will be constructed above floodplain and appropriately sized culvert will be sized 8c. What source(s) did you use to make the floodplain determination? See wetlands map e1,F7V Vii° / 3 Applicant/Agent's Printed Name Applicant/Age re Date gent's signature is a' my if an authon ation letter from the aDDlicant is provided Page 10 of 10 rl Permit Number: (to be provided by DWQ) Drainage Area Number: Filter Strip, Restored Riparian Buffer and Level Spreader Operation and Maintenance Agreement I will keep a maintenance record on this BMW. This maintenance record will be kept in a log in a known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and the removal efficiency of the BMP. Important maintenance procedures: - Immediately after the filter strip is established, any newly planted vegetation will be watered twice weekly if needed until the plants become established (commonly six weeks). - Once a year, the filter strip will be reseeded to maintain a dense growth of vegetation - Stable groundcover will be maintained in the drainage area to reduce the sediment load to the vegetation. - Two to three times a year, grass filter strips will be mowed and the clippings harvested to promote the growth of thick vegetation with optimum pollutant removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and may be allowed to grow as tall as 12 inches depending on aesthetic requirements (NIPC,1993). Forested filter strips do not require this type of maintenance. - Once a year, the soil will be aerated if necessary. - Once a year, soil pH will be tested and lime will be added if necessary. After the filter strip is established, it will be inspected quarterly and within 24 hours after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in a known set location and will be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potential problem: How I will remediate the problem: The entire filter strip Trash/ debris is present. Remove the trash /debris. system The flow splitter device (if applicable) The flow splitter device is clogged. Unclog the conveyance and dispose of any sediment off -site. The flow splitter device is Make any necessary repairs or damaged. replace if damage is too large for repair. Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O &M -Rev.3 Page 1 of 3 WIA BMP element: Potential problem: How I will remediate the problem: The swale and the level The swale is clogged with Remove the sediment and dispose lip sediment. of it off -site. The level lip is cracked, Repair or replace Up. settled, undercut, eroded or otherwise damaged. There is erosion around the Regrade the soil to create a berm end of the level spreader that that is higher than the level lip, and shows stormwater has then plant a ground cover and bypassed it. water until it is established. Provide lime and a one -time fertilizer application. Trees or shrubs have begun Remove them. to grow on the swale or just downslope of the level lip. The bypass channel Areas of bare soil and /or Regrade the soil if necessary to erosive gullies have formed. remove the gully, and then reestablish proper erosion control. Turf reinforcement is Study the site to see if a larger damaged or ripap is rolling bypass channel is needed (enlarge if downhill. necessary). After this, reestablish the erosion control material. The filter strip Grass is too short or too long Maintain grass at a height of if applicable). a roximatel three to six inches. Areas of bare soil and /or Regrade the soil if necessary to erosive gullies have formed. remove the gully, and then plant a ground cover and water until it is established. Provide lime and a one -time fertilizer application. Sediment is building up on Remove the sediment and the filter strip. restabilize the soil with vegetation if necessary. Provide lime and a one- time fertilizer application. Plants are desiccated. Provide additional irrigation and fertilizer as needed. Plants are dead, diseased or Determine the source of the dying. problem: soils, hydrology, disease, etc. Remedy the problem and replace plants. Provide a one -time fertilizer application. Nuisance vegetation is Remove vegetation by hand if choking out desirable species. possible. If pesticide is used, do not allow it to get into the receiving water. The receiving water Erosion or other signs of Contact the NC Division of Water damage have occurred at the Quality local Regional Office, or the outlet 401 Oversight Unit at 919 - 733 -1786. Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O &M -Rev.3 Page 2 of 3 � Permit Number: (to be provided by DWQ) I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Project name: River Oaks Commercial Park BMP drainage area number:Level Spreader #1 Print name:Lannv Clifton Title:Owner Address:5160 Hwy 42 West, Garner, NC 27529 Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision has been named the president. a Notary Public for the State of l,yd" , County of , do hereby certify that 4'11ww personally appeared before me this (� day of ILaA, 1 �j, and acknowledge the due execution of the forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements. Witness my hand and official seal, 0��euVG,9�pp8/tl/OAppBB�O v O a p 0 .i po4 0 L C v 4�)y' �V 67 L` • O "�' �/•'�•...• �y•• �OO T l� OUt� r; ^Qq�a ape as, SEAL My commission expires 1 � --) X01 4 Form SWU401 -Level Spreader, Filter Strip, Restored Riparian Buffer O &M -Rev.3 Page 3 of 3 SAMPLE AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. PLAN NO. PARCEL ID: STREET ADDRESS: SO'� ' t!-an PArk�c.� GI"ne�� Please print: Property Owner: S C � - L art C 1 aSS (- DeVC pp C.O. 1 L C Property Owner: The undersigned, registered property owners of the above noted property, do hereby authorize —re V- r y Da- ) �0 n DaI 4-or, Er'91 tiee✓'nc of Dc, I�o►i Cn�� f) eer/, -I (Contractor / Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): 5) ( 0 I+LJY 42- Gli /ne,— A/(- 2752 1 Telephone: We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. d Signature June 29, 2007 Son -Lan Development Co. Attn: Mr. Sonny Johnson 5160 NC 42 W Garner, NC 27529 Subject Property: Son-Lan/Marshall/West Site Michael F Easley, Governor William G. Ross Jr, Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality DWQ EXP# 07 -1105 Johnston County On -Site Determination for Applicability to the Neuse Riparian Area Protection Rules (15A NCAC 2B .0233) - EXPRESS REVIEW PROGRAM Dear Mr. Johnson: On June 28, 2007, at the request of Mr. Neal Floyd, Lia Myott conducted an on -site determination to review three stream features located on the subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The features are labeled as "A ", `B ", and "C ", on the attached maps initialed by Lia Myott on June 28, 2007. The Division of Water Quality (DWQ) has determined that the following: • Feature "A" is subject to the Neuse Buffer Rule at the flag labeled "Al". Stream A is intermittent at Flag "AI„ • Feature "B" is subject to the Neuse Buffer Rule at the flag labeled "B1 ". Stream B is intermittent at Flag "B 1 „ • Feature "C" is subject to the Neuse Buffer Rule at the flag labeled "C 1 ". At flag C 1, a jurisdictional wetland transitions to a perennial pond (stream has been impacted by beavers). This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWQ that a surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly, DWQ 401 Oversight/Express Review Permitting Unit, 2321 Crabtree Blvd., Raleigh, NC 27604 -2260. You must act within 60 days of the date that _you receive this letter. Applicants are hereby notified that the 60 -day statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of this decision. This determination is final and binding unless you ask for a hearing within 60 days. Thi s letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers. Nor does this letter approve any activity within Waters of the United States or Waters of the State. If you have any questions, please contact Lia Myott at 919.733.9502. . A CHSIcbk/lem Coleen H. Sullins, Director North Carolina Division of Water Quality 401 Oversight/ Express Review Permitting Unit 1650 Mad Service Center. Raleigh, North Carolina 27699 -1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone 919- 733 -1786 /FAX 919- 733 -6893 / Internet htto 02o enr state nc us /ncwetlands An Equal Opportmity /Affirmative Action Employer — 50% Recycled/] 0% Post Consumer Paper N�om.�` Caro na �vattrra}�y J Attachments: Johnston County Soil Survey Map, USGS Topographic Map cc: Neil Floyd, 7908 Audubon Drive, Raleigh, NC 27615 DWQ Raleigh Regional Office File Copy Central Files Son -Lan Development Co Page 2 of 2 June 29, 2007 NOM Cold1te EnVII -Ion ?,ie£� managmalt at 0l's�'4; ,r •4 Vii. ;. F•k:�. i r � er: �' . Jas �� •� "� ,..,VJ h ��'.�� ,�y��N3-. � '.�"�r �3 Ys�m��a'! '`���•tll» �s`=5,4 �( j2 Wa�- .. ��y� XT. t�'1.':S ✓`i.41 ?�i, n rr � ��-f ta.l � . 1.�,'P/..4".` r r�. yyppyr .�® { r rATE OF NORTH CAROLINA )F ENVIRONMENT AND NATURAL RESOURCES DIVISION OF LAND RESOURCES (,Wm coos FH CAROLINA GEOLOGICAL SURVEY '21 I }� s 0_/ 11, r �_,: 197 U.S. ARMY CORPS OF ENG :, ion 1D. 1999209 WILMING'T'ON DISTRICT County, • ; ENERAL PERMIT (REGIONAL AND NATIONWID 1= •operty Owner: Son Lan Development- I40/42 Attn: Mr. Lanny Clifton 5160 Highway 42W Clayton, North Carolina 27520 " ':lephone Number: (919) ;:Ye and Location of project (waterway, road name /number, town, etc.): .;re tract located on the north side of NC Highway 42, 0.25 mile east of pproximately 6 miles west of Clayton, North Carolina. The property i ,11)ove the headwaters of, an unnamed tributary to Swift Creek - "',scription of Activity: Mechanized landclearing, excavation and the ito 90 linear feet of stream channel associated with the proposed road 9 .>t development. _i Section 404 (Clean Water Act, 33 USC 1344) only. ._Section 10 (River and Harbor Act of 1899) only. Section 404 and Section 10. VERIFICATION 30 acre parcel of a 300+ Interstate 40, o located adjacent to, and a of fill material for commercial 14 Nationwide Permit. =� ny violation of the conditions of the Regional General or Nationwide (Permit referenced above rtay subject the permittee to a stop work order, a restoration order, an+r appropriate legal action. This Department of the Army Regional General/Nationwide Permit ve''fication does not relieve the permittee of the responsibility to obtain any other required Federal, State, or local ;approvals /permits. The permittee may need to contact appropriate StaW and local agencies cefore beginning work. l:egulatory Project Manager Signature`s .`L.M_ Date 18 June 1999 Expiration D :SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRI )RM, ETC., MUST BE; OR AVAILABLE. Y C. F10'1d & Ilss•)c. r %6 8-19F, r- 1 ,,rl r�fJ jr �drClr39f ': EaelOy, Gova1, 1•,r 1`0111, "al Oln •,I �� 1 Pliilrnm r_a AO!,', .1r , , rCr °In' 1 ' dr;mt,nl rf t nVr,ytrnE)m anti N3lulal Re,014ren; Alan 1Pi ICllmek. p F' oll, ,•• U,:•1s on of Water t ilinlev July 9, 200'.' Johnston County DWO ProJert 4 99 -091+: WAIVER of 401 Water Quality Certificafioll and Neuse River Buffer Rules ti;r SQITIy Johnson Sort -Lai Devetopmsnl X160 SIC 42 West SarrPr, NC, 27520 )r .jr Mr. JOlII18rJ,1 You r ap )I1--ation fo1 a 401 Water Ouality Certlfication for a road crossing lmpactrng 200 linear I'Pet Of sD eams and Neuse D uffers dt th,- River Oaks commelcfal pal k ul Juhnston Ccunty was receive I 'n the Division of Water Quality's _art al +.)ffice on Arlcust 13, 1999. Accofding to our rules [15A h1CAC 2H .0507 (A)]. if final action is not taken within 60 days, !hq Cerl:ficRtn,n Is waived unless DWO has oolected in n,nbng to ye,jr apolicaticn. Therefore, DWO has waived the requlreol ent for r 401 Wata., Quality CertificaJon and approval unoer the I louse River Buffer Rules (15A NCAC 26 0233) inr your f71anc to mpact waters as described In your August 13 1999 appl-ration lrlalerials. Based upon your t.'Onversa ttonr •vilh Ms Cyr-di Karoty and Mr. Bob Zarzecki of the 4011V-Ietfgnds Unit the actual as -built Irnpacts for t erolect inI olved ' Sn I,near feef of streams and asso ^sated buffers. his If adoltional !rnrract occurs or your development plans change, his waiver is no longer valid and a 401 Water Q1 iLilly C:Prti+lcalion ' .'ill be required. If yon h-1vu "fly questions, please telephone John Dorney or Cyndi K,lroly at 919.73.3-1786. ( %t C'VVC' Raleigh Regional Office Raleigh Regulatory Field Office, U.S. Amy Cofps of Engineers Wilrningion District Office Gorps or Engineers brfl ;al f=ifes ;lo Copy -3il 1 ,nvd, N08 Audubon Qrive. Ralviijil, NG, 27615 1617 h4-,P Service Cnnin, Raleigh, NC 27699 -191 7 -. inr e � fy� J in R. Dorney r (919) 1 13.7016 990918 Customer 5Pn•rcr. - e o ` s ,Q. Dalton Engineering QUAD MAP and Associates, P. A. RIVER OAKS COMMERCIAL PARK CLEVELAND TOWNSHIP - JOHNSTON COUNTY, NC 446 East Main Street (919) 550 -4740 P.O. Box 426 Fax (919) 550 -4741 Clayton, NC 27520 Y �F W ATFH 0� OG y r A Y15% RA O < NC®ENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM LEVEL SPREADER - VEGETATED FILTER STRIP (LS -VFS) SUPPLEMENT This form must be completely filled out, printed, initialed, and submitted. 1. PROJECT INFORMATION Project name River Oaks Contact name Carlos Bagley Phone number 919 - 5504740 Date May 6, 2013 Drainage area number 1 II. DESIGN INFORMATION The purpose of the LS-VFS Buffer Rule: Diffuse Flow Stormwater enters LS -VFS from The drainage area Type of VFS Engineered finer strip (graded & sodded, slope < 8 %) Explanation of any 'Other" responses above If Stormwater Enters the LS-VFS from the Drainage Area Drainage area Impervious surface area Percent impervious Rational C coefficient Peak flow from the 1 mlhr storm Time of concentration Rainfall intensity, l0 -yr storm Peak flow from the 10 -yr storm Design storm Maximum amount of flow directed to the LS-VFS Is a flow bypass system gang to be used? Explanation of any "Other' responses above If Stormwater Enters the LS-VFS from a BMP Type of BMP Peak discharge from the BMP during the design storm Peak discharge from the BMP during the 10 -year storm Maximum capacity of a 100 -foot long LS -VFS Peak flow directed to the LS-VFS Is a flow bypass system going to be used? Explanation of any "Other responses above 116,466 fe 50,000 fe 42.93 % 0.60 1.60 cis 5.00 min 7.32 in/hr 11.74 cis 1 incitlhour stone 1.6 cis Y (Y or N) Pick one: 7— Do not complete this section of the form cis Do not complete this section of the form 10 cis cis Do not complete this section of the form (Y or N) Form SW401 - LS-VFS - Mune2012 - Rev 10 page 1 of 3 Y LS-VFS Design Forebay surface area Depth of forebay at stormwater entry point Depth of forebay at stormwater exit point Feet of level lip needed per cis Computed minimum length of the level lip needed Length of level lip provided Width of VFS Elevation at downslope base of level lip Elevation at the end of the VFS that is farthest from the LS Slope (from level rip to the end of the VFS) Are any draws present in the VFS? Is there a collector swale at the end of the VFS? Bypass System Design (if applicable) Is a bypass system provided? Is there an engineered flow splitting device? Dimensions of the channel (see diagram below); M B W y (How depth for 10 -year storm) freeboard (during the 10 -year storm) Peak velocity in the channel during the 10 -yr storm Channel lining material Does the bypass discharge through a wetland? Does the channel enter the stream at an angle? Explanation of any "Other' responses above 100 sq It 18 in 6 in 10 fucfs 16 It 80 ft 50 ft fmsl fmsl 96 (Y or N) (Y or N) Forebay is adequately sized Depths appropriate Y (Y or N) Y (Y or N) Please provide plan details of flow sputter & supporting talcs 3.00 ft 3.00 ft 17.00 ft 2.00 It 1.00 ft 7.22 ftlsec Kip-rap N (Y or N) Y (Y or N) W << V A B i Form SW401 - LS-VFS - Mune2012 - Rev 10 page 2 of 3 III. 96URIED HMS CHECKLIST EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. M incomplete submittal package will result In a request for additional Information. This will delay final review and approval of the project. Initial in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach justification. Requried Item: Initials Page or plan sheet number and any notes: 1. Plans (1' - 50' or larger) of the entire site showing: - Design at ultimate build-out, Off -site drainage (if applicable), Delineated drainage basins (include Rational C coefficient per basin), Forebay (d applicable), - High flow bypass system, Maintenance access, Proposed drainage easement and public right of way (ROW), and Boundaries of drainage easement 2 Plan details (1° = 30' or larger) for the level spreader showing: - Forebay (d applicable), High flow bypass system, One foot topo lines between the level lip and top of stream bank, Proposed drainage easement, and - Design at ultimate build -out Section view of the level spreader (1' = 20' or larger) showing: Underdrain system (if applicable), Level lip, Upstope channel, and Downslope filter fabric. 4. Plan details of the flow splitting device and supporting calculations (if applicable) 5. A construction sequence that shows how the level spreader will be protected from sediment until the entire drainage area is stabilized. 6. if a non -engineered VFS is being used, then provide a photograph of the VFS showing that no draws are present 7. The supporting calculations. 8. A copy of the signed and notarized operation and maintenance (O&M) agreement Form SW401 - LS-VFS - 29June2012 - Rev 10 page 3 of 3 By -Pass Level Spreader Orifice project: River Oaks Crossing Level Spreader Location: Johnston County Flow O (1 in/hr storm) 1.6 cfs Cd (square orifice 0.6) 0.60 Head 1 ft Orifice Area Required 47.85 sq. k4 USE 7 x 7 ORIFICE ' ' ' DATE DESIGN PHASE SD a I' 4/8/13 PROJECT NAME PROJECT NO DD River Oaks -Level Spreader 1 By Pass 12042 CD / X / REV LOCATION BY Johnston County CSB OTHER (SPECIFY) CHECKED BY CSB LINED CHANNEL - PERMISSIBLE VELOCITY & CAPACITY Channel No: 1 Level Spreader By Pass Section Length: 100 ft Section Slope: 10.00 % Ret Class: C Discharge. 11.74 cfs Permissible Velocity: Allowable Depth: 1.00 ft Swale sizing method done by manipulation of Manning's Equation to find the depth of flow that matches the known flow conditions. Performed by trial and error. INPUT DATA Qp = 11.74 cfs flow by Rational Method n= 0.03 Rip Rap Manning's Coefficient (dimensionless) S = 0.1 ft/ft longitudinal slope (ft of fall per ft of run) Zreq = 0.75 quantity to equate to Zav M = 3:1 side slope of channel ft of run : 1 ft of rise NORMAL DEPTH AND VELOCITY B D A P R Zav Remark 3 0.30 1.17 4.90 0.24 0.45 shallow 3 0.40 1.68 5.53 0.30 0.76 deep 3 0.35 1.42 5.21 0.27 0.59 shallow 3 0.39 1.63 5.47 0.30 0.72 OK B = bottom width of trapezoidal channel D = normal depth of flow Zav = Zreq A = cross - sectional area of flow Z Q P = wetted perimeter of the channel A R - 1.49 R = hydraulic radius of the channel Normal Depth, D = 0.39 ft Velocity= 7.22 fps SHEAR STRESS T = yds = shear stress in Ib /sq -ft Y = unit weight of water, 62.4 lb/cu-ft D = normal depth of flow in ft S = longitudinal slope in fVft shear stress, T = 2.43 lb/s -ft FINAL CHANNEL LINING DIMENSIONS B= 3 ft side slopes, M= 3 :1 D = 1.0 ft top width, W = 9.0 ft Pennanent Channel Lining: Rip Rap (REF: Malcom, 1991) r VICINITY MAP (NOT TO SCALE) CALL BEFORE YOU DWI Teo (rz) am NMO Li�iwic T 11 NoNh GarollnarzOne -Gall canre�, enc. ® Dalton Engineering 1400 324949 OVERALL AREA MAP and Associates, P. A. SON -LAN PARKWAY ROADWAY EXTENSION 446 East Maln Street ::_ T 1 BOx 62fi Fa+(9191 soME wATEN. suxrurr sEwER, ELECTRIC, TELEHHOr4: u+o c4BLE S1ER]NES 10 L DaST ALONG r11E cON51RUCTpN ROUTE T T CLEVELAND TOWNSHIP - JOHNSTON COUNTY, N.C. .O. Clayton, NC 27520 NOT BE SHOWN ON THE PLM15. THE OONRUCTOR -L BE NESPONSIBLE fON NOTFnNO THE 11PER URLITY IN a(W4NCE TO Job: 12042 Oa+e: 4/9/13 Rarlslon: LOGTE THESE SFRNCfS. Flle: 0 VERALL Drawn: C58 Shee+: 1 OF 1 1 i Nc 42 N/F WALTER MCLAMB JR. SUBDIVISION N/F R MADGE 3208 PG 838 ST o WALTER MCLAMB J PIN 163800-12-4473 Z 26 Z \ \ i MALLARDS RIDGE MADGE J. 'JONES TRUST / / N DB 3208 PG 838 / / 7 / / 33 ' c PIN 163800 -12 -0598 / / 15 \ / _ --� /\\ — --�� tio N/F \ / / � � 32 \\ — = = `� > N/F `�� R WALTER MCLAMB JR. / 23 �- � \ SON LAN DEVELOPMENT MADGE J. JONES TRUST \ / \ \ \ \ \ i 27 1 DB 2107 PG 275 DB 3208 PG 838 \ 14 \ \ 29 \ 30 31 i r PIN 1637 -39 -4922 PIN 162800 -02- 7095 \ \ \\ \ \ 24 AP NOT TO SCALE) \ 1 \ 26 { C LE) \ \ 25 \ � j � � , \ \ \ 1-55 N/F \ \ \ REFERENCE HUBERT NELKE N/F \ \ 13 t50 � LINE ONLY / LINDA M. NELKE � C.R. TROTTER \ \ `�' \ S #//-'7 C,QEEK SEE LINE CHART DB 1 175 PG 672 EDNA G. TROTTER \ \ .v L77 REERL1-L1 O FOR DESCRIPTION \ PIN 1637-39-9432 DB 3184 PG 612 \ \ — \ N/F PIN 163800 -02 -5581 GENE A. SCOTT \ \ �t�2 •i• •i• w v .v .i. MADGE J. JONES TRUST tst \ DB 3208 PG 838 \ \�� \ .I. v .v � •v •v v - -��.. \ PIN 162800 -02 -2839 � � •v �. �. •v .v .v .v \ \ 6 CONSRVATI01 EASE�iIENT v, .�, .i. .V RUN OF SWIFT PROPERTY LINE d- \ N/F \ \ \ \ J 100' RIPARIN BUFFER \ .t• P6V JOHNSTON OGUNTY •v v .v w W •r' v. v .v v. .v v. CHARLIE JOHNSON \ RUN OF SWIFT CREEK fYL'c7MNOS MADGE J. JONES TRUST \ \ \ IS THE PROPERTY LINE AREA IN WETLANDS DB 3208 PG 838 \ \ \ \ \ •� •� + w .v .v y .v .v .v 3508249 SF PIN 1 62800 -93 -91 1 2 \ 80.538 AC .I. 1k .�. .t. .v .v if�ETLANOS \ \ \ \ L156 v. 1k y � vi � 'k v. y y .►i vi y Nk all IPF 4,� ?v. vi .V vi .v yr ' \ \ \ \ B .v •v d• •v .v .v .v v .v d• .►• %k 01 /111 � %I, 209 1210 G L214 w N, w 1p .v OD \ \ \ �f82 �fB5 N/F � Ll69✓ w .v .v .v .� .� .v v. .� .� X06 w BETSY HENDERSON \ \ \ \ \ ��, trB, s4 cf8a �9 v .�• .v w .v .v Leos tzo4 oh �, X100' RIPARIN BUFFER C/O ANNE M. HENDERSON DB 1897 PG 676 \ \ �e3 .v .I. .v L 9� I�01 c2oZ L218 •i. .v .I. v v. v. ^, PIN 162800 -92 -4333 \ �y �ir95 ergs �,9� 9. 19 � s ,�, ,e, � FIELD LOCATED \ EEC 9R v�9 6 5 `b 100 YEAR FLOOD GR u "' FIELD L CATER �B L4 LINE LOCATION �1� N 100 YEAR FLOOD L261 ` �� I� aREAIN PANEL NO. 3720162800 J 5 � LINE LOCATION /179 PANEL NO. "3720163700 J \ RENCE FIELD LOCATED INE ONLY 100 YEAR FLOOD IPS t8 ,° LINE LOCATION ^ g `' SEE LINE CHART PANEL NO. 3720163800 J h TRACT 7 IPS �� v DS L1 -1-100 F0 h 277710 SF L2�y REERENCE DESCR."PTION � L254 �Q 6.375 Ac y °oo TRACT 255 y L252 1-142 �Se �CT �1o� N/F �ry� L2� � / CMF WF)MNOS ��� 0h 100' RIPARIN BUFFER JULIAN B. MARSHALL h v?51 ° �- r WILLIAM C. MARSHALL DB 1202 PG 656 <R � BOUNDARY SURVEY �, PIN 163700 -29 -1209 ry '� �' � -o. FOR O, h a n <�N �O 'A 50' RIPARIN BUFFER V LEGEND O IPF IRON PIPE FOUND IPS IRON PIPE SET o CMF CONCRETE MONUMENT FOUND O PKNF PARKER -KALON NAIL FOUND PNKS PARKER -KALON NAIL SET ® RRS RAILROAD SPIKE Cc CONTROL CORNER CID COMPUTED POINT P/P POWER POLE OPW OVERHEAD POWER LINE R/W RIGHT OF WAY S.F. SQUARE FEET AC ACRE D8 DEED BOOK PB PLAT BOOK BOM BOOK OF MAPS PG PAGE LF LINEAR FEET 15S LOT HAS OFFSITE SEWER 15SL OFFSITE SEWER LOT 15R RECOMBINATION LOT rl-00-1 STREET ADDRESS - - - - - LINES NOT SURVEYED 741.44' IPF N52'03'14 i .C. L23B IPS J )0 0 300 600 9( Scale: 1 " = 300' THIS PLAT IS BEING RECORDED IN 4 SHEETS. SEE SHEET 1 OF 4 FOR SUBDIVISION NOTES AND CHARTS, SEE SHEET 2 OF 4 FOR BOUNDARY DESCRIPTION AND BUFFER INFORMATION SEE SHEET 3 OF 4 FOR DETAILED WETLAND INFORMATION SEE SHEET 4 OF 4, FOR DETAILED INSET INFORMATION AND DESCRIPTIONS. t�fi; FY�1i�!I�Y�7:7 I = CALL BEFORE YOU DIGI NORTH CAROLINA LAW REQUIRES NOTIFICATION OF THE UNDERGROUND FACILITY OWNER NOT LESS THAN TWO (2) BUT NO MORE THAN TEN (10) WORKING DAYS PRIOR TO EXCAVATION OR DEMOLITION ,40K',_`I-ma North Carolina One-Call Center, Inc. www.ncocc.org -800-632-4949 W lf'g gm. 'Mamm"u" Y lf/lilliji'll"! 4`Iit, 1,10 L w It A V0 \­\IION�- I;:j, i; All, NV��l, Ti V l WIN' g 0, 5, Ytl- 1V! 1 1 j I 0 If il V, IT "I'll, I I [�,N A" 1 bYP", v o, Illy I , 1 1, till wj�, l,l'. i j I ",/'­ iu -7 g".,f IW Iliv., x. 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AY-WA R T -------- --- J ----,IN FULL UILD: OUT.�_ 7 7�, PRPOSEIJ.'CROSSING, 'y r L W9TILANDS, 0000 Ilk 0 ES U NT 1. RETAIL" f - - - - - - - - - - - - - - - - --------- --------- f- - - - - - - - - - - - - - - - - - - - - ------------ ------ ------- PUBLIC R[W EST­ 1 U Nd hM 42 W:: OVERALL MAP 41J Dalton Engineering Ck�o FOR THE and Associates, P. A. ell lK I SON-LAN PARKWAY ROADWAY EXTE INSIU14 446 East Main Street (9191550-4740 SEAL SOME WATER, SANITARY SEWER, ELECTRIC, TELEPHONE AND CABLE SERVICES COULD EXIST ALON� THE CONSTRUCTION ROUTE THAT MAY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PROPER UTILITY IN ADVANCE TO LOCATE THESE SERVICES. IN THE 16282 P.O. Box 426 Fax (919) 550-4741 RIVER OAKS LC"OMMERCIAL rr"%AF,'kK (31 N U Clayton, NC 27520 T. ID CLEVELAND TOWNSHIP - JOHNSTON COUNTY, N.C. 1111ii 1110 Job: 12042 Date: 5/13/13 Revision: /:: \ 1 \ t \ / t , ! -� �� ° � I } 1 ( r i � \ ._ .,.. -- / / r / \?\> / 1 A \. \ } I t , I 1 9 ✓ ! 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RCP / •t�0 / , !� t r j ! t 1 r � ! l j J ! �.a r i�J �s _ - ,_ ° ,• .� �.� °° \ ` \, `\ \ \ \ ' � 1 \ \ \ y � , 1 1 (�, \:. _ -._. � -- `- l ----- _ - ' •' °; ` ®!� � Rr'-si / / i' j l � 1 ° \ 'li 4 \ ! / ✓ � l r / r i d%� y p I 1 J, 1 ! t�l , _ -_ .. '� 1 `.;, °,, °e °,, '. \\� \\ \ \� \ �� \ �\ \�, `i '\ '\ ! 1 \ , t , � :1 \U \ \ �' { ! ! _ r t / .. " •- ____- -_�- -_ / ✓ / . i ° I ' ! , td t � ! , , j t t , __ :_ .: _ < -- -. -_ ' _ -. � . � \ \ � 1 \ � 1 \ ' \ \ t 1 1 I ' NOTE. INVERTS OF THE L'JLVERT SHALL BE .PLACED "AT r / /' - • : r ,: dt. SE FU _ -_ j \ \ \ \ \ 1 t l }\\ r �I !i r\ _____ P -- t \ \ 1 ,, 1 \ \ 1 A MINIMUM OF-11' _ BELOW THE STREAM BED t / STA. 4 +91.12'' l +..= i'w ;`i t t \ - -. \ 0 { ! ! \ \ \ 111 t -- ELEVATION FOR AC.'`JATIC LIFE PASSAGE. . °.Yli, b rr /. i 1 } I , i f J ,T /C'- 218.99, ^� i i' I :- -` -i .yam � �L»"4Fi;Cs / � i / 1 / \ - _- - - -- - INV I - 21 Y.$6 CB 2 Y / .r >r ,.. i l \ l + 1 I ! i 4, - r , !<; I 1 l l r 1 I I j ! ! ! ` t ` , \ \\ J ° ' ! �_: t t LF -84 R.C.P. 1;.05% I i t i } 1 i \ INV. IN 211.86 {CB 4) ' ' ,: t , l . ° � , , / I t ! I 1 { \ .� -' � � t \ ! 1 t .r ,, � `•,£,�..' . .!G / t / � itt! g , /'/ .' t [ I j i ' ! ! l ✓ i \ \ I INV. /OUT ' - 211.66 / 1 �� >� / - / [ � ; . ! / r ! 1 1 -. ; �/, l.1., ►:a . / � � , I /HEADWALL AND Tb ALL' / I I t , I 1 , i ! ! \ ��-__ ,,.:- . __.- - -- \ � a __ , 1 i } , \ �, , \ \_ \♦ �` \ \\ \ \ \ 1 \\ •\ ' `\ \ � �\ \...__ .ersl i 1 !iW ! 1 1 m - , .: DA 152 ACRES—) t j ! / J .. .,.,1 _L.. � rl , < -- � ► I t �. RIr r, 1 1 r 1 rl =j. t1i t �i y -� INV. IN - 2000 r / I I 1 1 \ ! I THE AREA OF RIPA,.AN BUFFER WHICH GONTAINS.THE PIPE "_. r , -1` i „ , + r t t r r - - - -- r ,,,._. 1 -- <v l , /' l y r! /,r f r fr.. t, 120 1 - �t 1" r r 1, \, jilt ,, t , , ! 30 i t V _ 1 r 1 r 1 r( r K � CROSSING HAS BEE:�.1 DENOTED WITH A BOLD LINE. THIS AREA t ! ! : ;. f/ � ?�1': � � IN OUT 206.00 r \ \ " J r -'` < <,?,. \•,`_- "r ; !' 1 ! } \ L °. \ \ \ � \ � \ \ `, \ \� \ �. \ \ I !, it r ,� 1 a ( _- ! p- J \ 1 + ( r , //l �1/ J'r ON 1 / , 1 I t , j l i CONTAINS 13,885 S,r,, OR 0.32 ACRE, OF RIPARIAN BUFFER. , } j I / -. \.� / l -/. E ZONE 1 . 1 r 1 r / >` / % t _..__. _- - °, \ \ \ \ \ \ \ ♦ \ \ \ \ -- i r: I 1 } l I °-,�• °''� �F �.. l . -. , I \ l } \ - c - (' rr'`.bl! I ! 1 ► \ Il s I /! I , I ! r I \ t_ - + - 7 J { �*1 ,r,•�f A IN RIPARIAN BUFFER � tl_ 1 } \ L EL SPR DER 1 /_ F B.F•�.�_ 1 t � '' . -;'' '.j /� "`.ff ^f Z � , •t !1 , / ,r .- _ ''� -�\ '� \ \ \ \ \ \ 'k A 431 S. F> - \ \ EEV. 10.50 t t 1 -+ \ 1 0 , r r 1 t - \ \ \ } \ \ \ `\ \ _ ! `. , \ I j ZONE 1. f9. } if °.. .,! tom% \ \ \ F r ! 0 r t J t 1 i 1 - \ \ , \ \ \ \ ` . \ \ ! 1 \ \ \ ;�\° \ / ZONE 2. 14,454 S.F. _ / r \ >� ,! \ m _ \ \ \ I 1 �'. O ! ' 1 1 / ! 1 1 j t - ------------ I D \ I ° ! f i NOTE. ALL EMBANKMENT FILL GREATER.. THAN I } \ \ 1\ 1 l` I� ...: t nrrt \\ 1 -1 y - ,1 rl I -- - -- - `.. I \ I �ll,.rr r+� i ' I \ \ \ / / 1 / ! t ! l ----------- - ° i t SEVEN_ FEET (7'), AS MEASURED FROM ROADWAY _. __ _ _ r I I y \ \ y 1 -l- -t - --I o N z ! \ \\ \► � 1-~� r ! r ,y, F N . I i \ \ i ! ! n) G I /' \ \ to Z \ t I CENTERLINE TO IN.._RT, FOR ALL STORM DRAINAGE � � , t \ j� r •� \ __ ► t s } ! ! i i PIPE CROSSINGS gHALL HAVE EITHER GUARDRAIL j DRAINAGE} EAS MEtJTJ \ 1 + 1 \ _ \ / r , 1 \ f ► i i I I i 11 \ \ \\ ~`.1 tJ ? r INSTALLED TO NCD'OT SPECIFICATIONS -OR BE \. /' ! r 1 \ \ t r I I y -*1 \ ) 1 i ► 1 \c° o ^ I i \ \ \ \ \ \ \ ` \ i I GRADED TO A 4:1 :SLOPE OR FLATTER. \ \ } i i // r i �, � � \ � ` / ► ^ I t }\ \ \ \\ \ \ \ \ \\ ° -- \\ tl !r j I !! 1 ! > \\ ` \:' - , \ e 1 PLC► ��AL .,`1 5b \ r') 0 .- (0 O L0 O t0 O U) O t0 O tt) p O d 00 N 00 �t O r- to It N O O N O O r7 O to O 00 O O O r) 0 to 0 cq O O O M O �? O 00 O Q to (q O 't to M O d: O M t0 O 7 to N O tD t0 N O 0) O �`? p tD 0 r, O to t0 t0 O � t0 � O d t0 r) O N t0 O t0 p 0 rn t0 Op O CO N t` t0 ^ r O r N t` to 00 r aj O p N to tV d O t[j t0 rn I nj + N to (fl + N + N + N + N + N + N + N + N + N + �- + + + + �- + + r- + r + - + �- + N + N + N + N + N + N O O N + N O N .- N N N N N N) N M N d- N It N ;10 N 10 N to N t0 N t0 N t0 N � N r- N r_ N r- N 00 N 00 N 00 N 00 N 01 N 0) N - N 260.00 - -- - 260.00. 720.00' ® 1.50% 2 10.00' ® 6.75% / s V.C. 250.00' K = 30.31 - --- - - - - -- - - - - - -- - -- / 250.00 250.00 __- __.....__..__. _ _ _ ". - - -._ ----- - - - - -- - - - -_ -_ .____--- ---- -- ._.__. - ^.e -._.__ _ -___ -_ _ -. __- ._.._l_ __- .__.__ _ _ _----- ...--------- - - - - -- - ._.. - - -- - - - - - -- ------- - - - - -- __ - -- -_ - - _ __ -_ - BASED ON N.C.D.O.T. DESIGN STANDARDS OF UTILIZING :1 FILL SLOPES WITH GUARDRAIL, AN 95' LENGTH OF PIPE WOULD BE REQUIRED FOR THE STREAM CROSSING. TH PIPE CROSSING IrrOULD DISTURB 133' OF STREAM BED, °o to tt) N / / ... r•- 240.00 -- _. - N -_ �� __ -- - - - - -. 240.00 00 04 I v~i w cq CB -3 a 0 + LO a / - S A. 4 +91.12 r- N - /� 230.00 230.00 - -- _ _ _ - - - -- - - - T /U: -_ -_ 2.1.6.7.4__. - _ - �- -_ __ _ ._ .e_� --� -- - - - - -- - - - - -- - -- - - il fi - _ INV. IN - 211'.86 (CB -2) L CB -2 - _ I ^� NATURAL GROUND--\ INV. IN 2111.86 (CB 4) SETA. 6 +45.21 - _ INV. OU - 211.66 �Ti1C 16.74 Y_ a INV. iIN - 212.82 CB -1 - _ - - - ENTERLINE INV. 01 T 212.62 STA. 6;i 74.33 ---- -.__ -1 � T C - 216.63 � 220.00 220.00 - - INV. Of,1T - 213.13 _- - --- - - - - -- - --- - - - - -- - - -- - 151 LF 18 RCP 210.00 ems. n _ ._ _- _...__ �'._ - - - -___ -- _ _ _ -_ _ _ _ _ -_ _ _ _ _ 210.00 62 LF - 18" RCP 84" CMP 200.00 -- -- - - - - -- -- _._._- �. 200.00 190.00 - ---- ----_- __ - -- _ --:�- .- 190.00 NOTE: INVERTS DF THE 84" CULVERT SHALL BE PLACED AT A MINIMUM OF 12" i6 LOW THE STREAM BED ELEVATIO14 FOR AQUATIC FIFE PASSAGE. NOTE: A� L EMBANKMENT I FILL GREATER THAN SEVEN FEET (7'), AS MEASURED FROM R ADWAY CENTERLINE TO INVERT, FOR ALL STORM RAINAGE PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL INSTALLED TO NCDOT SPECIFICATIONS OR IBE GRADED 10 A 4:1 SLOPE I OR FLATTER. Ion nn _ �- / �. WETLANDS CHANNEL 1 RIP —RAP LINED j BY -PASS CHANNEL 50' VEGETATED I — - FILTER STRIP 1��* -- -- -- - (TO BE GRADED TO AUNIFORM- _SLOPE) I "'q •, jc -Z.: / \J l _ _ n_N } 1 I I I I I C - 1- S CZ ., ..l p (. _. A EASEMENT , _ RAIN GE EASEMENT ... I I I I I �a s .. i r 1 3 i -� CID � �, _ -_._ _ � I LEVEL SPREADER _... ° \® ,•� /� ELEV. 210.50 Co RIP -RAP FOREBAY \ 16 LF -18" RCP W/ FES- ° 11; LF -24" RCP INV. OUT - 210.70 .w/ FES f; INV, OUT - 211.,00 ` \ BY =PASS BOX SEE DETAIL �- \.THIS SHEET 18 LF -18" RCP .. INV. IN \- 211.57` LEVEL SPREADER #1 1"=20' CALL BEFORE YOU DIGI NORTH CAROLINA LAW REQUIRES NOTIFICATION OF THE UNDERGROUND FACILITY OWNER NOT LESS. THAN TWO (2) BUT NO MORE THAN TEN (10) WORKING DAYS PRIOR TO EXCAVATION OR r DEMOLITION North Carolina One -Call Center, Inc. IN www.ncocc.org 1- 800 - 632 -4949 SOME WATER, SANITARY SEWER, E! ECTRIC, TELEPHONE AND CABLE SERVICES COULD EXIST ALONG TH CONSTRUCTION ROUTE THAT MAY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PROPER UTILITY IN ADVANCE TO LOCATE THESE SERVICES. INLET INTO BOX 80' RIGHT OF WAY BOTTOM OUTLET TO LEVEL SPREADER OUTLET TO LEVEL SPREADER INV. OUTLET TO STREAM BY —PASS OUTLET TO STREAM INV. 1 Q � 215.00 10' B/B 12" RCP w USE 24" RCP Ii=�_� 0 10' 25' B/B CURB AND G TTER LANDSCAPED MEDIAN 25' / B CURB AND UTTER .�,�, 10' � _ 12" RCP. FROM WATERSHED (2 TRAVEL LANES w/ 7 "x7" ORIFICE (_ 2 TRAVEL LANES FILTER FABRIC OR GRAVEL BEDDING FOREBAY .... ... o ®_� y y Y REINFORCED -f y y y .. CHANNEL wERFLOVI; =III.I TRAPEZOIDAL RIP -RAP BY -PASS CHANNEL CHANNEL TO RIP TO STREAM NOT NOT TO SCALE INTO BYPASS SWALE 1 /2 " /FT 1 /2 " /FT y y y LEVEL-" v w w SPREADER LIP y y y (MIN.) (MIN.) RIPARIAN BUFFER BYPASS OUTLET 0' VEGETATED FILTER STRIP 0: 3:1 (MAX.) 1 /2 " /FT --- -LOPE 1 4'1/FT S -- ------ SLOPE 1 /4 " /FT --. SPREADER 1/2 /FT :1 (MAX.) CUT OR FILL CUT OR FILL - - ,.,..w' CHANNEL—," '•''• 24" MIN. RIgN _ �! BUFFER CONCRETE LEVEL SPREADER SHALL BE —►I 4" I -•- TRENCHED AND POURED ON CONTOUR. 3' WIDE STRIP OF AFTER CONCRETE HAS HARDENED, IT FILTER FABRIC SHALL BE TAMPED TO INSURE STABILITY 30" CURB 18" MEDIAN CURE 30" CURB & INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED, AND PROMPTLY MAKE & GUTTER & GUTTER (TYP.' GUTTER LEVEL SPREADERS ARE CONSIDERED PERMANENT STRUCTURES AND SHALL REMAIN FOLLOWING THE COMPLETION OF YPICALSTREET SECTIO/2" N 2 -1 S9.5B SUPERPAVE 2 -1/2" S9.5B SUPERPAVE ASPHALT Mix NOTE: !'•:;:.,. ASPHALT IN TWO LIFTS (1 -1/2 STREET r® A n ASPHALT Mix TO BE PLACED AND 1" ) ON 8" ABC NOT TO SCALE IN TWO (2) LIFTS - FIRST LIFT. 1 - 1/2" B" AGGREGATE BASE COURSE ON COMPACTED GRADE CALL BEFORE YOU DIGI NORTH CAROLINA LAW REQUIRES NOTIFICATION OF THE UNDERGROUND FACILITY OWNER NOT LESS. THAN TWO (2) BUT NO MORE THAN TEN (10) WORKING DAYS PRIOR TO EXCAVATION OR r DEMOLITION North Carolina One -Call Center, Inc. IN www.ncocc.org 1- 800 - 632 -4949 SOME WATER, SANITARY SEWER, E! ECTRIC, TELEPHONE AND CABLE SERVICES COULD EXIST ALONG TH CONSTRUCTION ROUTE THAT MAY NOT BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PROPER UTILITY IN ADVANCE TO LOCATE THESE SERVICES. FLOW BYPASS STRUCTURE # INLET INTO BOX TOP BOTTOM OUTLET TO LEVEL SPREADER OUTLET TO LEVEL SPREADER INV. OUTLET TO STREAM BY —PASS OUTLET TO STREAM INV. 1 211.57 215.00 211.00 12" RCP w USE 24" RCP Ii=�_� ::.�� -i•.. v�..i� ,`"{.,�VL�V���;���}Cr���; ��...�`Q� :- t�v�J "` ZONE 2 BUFFER - ,Z.ONE 1.:BUFFER FLOW BYPASS Y.5- v y , . -I I I—I I i I =I i I_I i I =i i I =I i h-I i I =i i I =� .�,�, =I 111 11= �•�i �� � � i -�-1 i 1 =1 11= y y y _ 12" RCP. FROM WATERSHED w/ 7 "x7" ORIFICE (_ r FILTER FABRIC OR GRAVEL BEDDING FOREBAY .... ... INLET PIP ®_� y y Y REINFORCED -f y y y .. CHANNEL wERFLOVI; =III.I TRAPEZOIDAL RIP -RAP BY -PASS CHANNEL CHANNEL TO RIP TO STREAM NOT NOT TO SCALE INTO BYPASS SWALE y y y LEVEL-" v w w SPREADER LIP y y y ... EDGE OF RIPARIAN BUFFER BYPASS OUTLET 0' VEGETATED FILTER STRIP RIPRAP -LINED CHANNEL DETAIL To LEVEL NOT TO SCALE SOIL TEST RECOMMENDATION. SEE WITH BERMUDA GRASS. LEVEL SPREADER LIP SPREADER FLOW PAT NOT TO SCALE FLOW BYPASS STRUCTURE # INLET INTO BOX TOP BOTTOM OUTLET TO LEVEL SPREADER OUTLET TO LEVEL SPREADER INV. OUTLET TO STREAM BY —PASS OUTLET TO STREAM INV. 1 211.57 215.00 211.00 12" RCP 211.00 USE 24" RCP 211.67 CHANNEL BOTTOM WIDTH(W) SIDE SLOPE DEPTH(d) LENGTH CHANNEL LINER MINIMUM THICKNESS 1 3.00' 3:1 2.00' f100' 6" ROCK- RIPRAP MIN 18" IN:3_TALLATION, MAINTENANCE AND REMOVAL SCHEDULE FOR RIPRAP -LINED CHANNELS INS'rALL THE' RIPRAP —LINED CHANNEL IMMEDIATELY FOLLOWING THE INSTALLATION OF THE OUTLET PIPE. DURING THE ESTABLISHMENT PERIOD, CHECK RIPRAP —LINED CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS DETAIL SHEET FOR THE SON-LAN PARKWAY ROADWAY EXTEENSION IN THE RIVER OAKS CONRARIVRIERCIAL PARK CLEVELAND TOWNSHIP - JOHNSTON COUNTY, IN.C. ESTABLISHED, PERIODICALLY CHECK THE CHANNEL, CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE: REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS. TO MAINTAIN THE DESIGNED CARRYING CAPACITY. THE RIPRAP -LINED CHANNEL IS CONSIDERED A PERMANENT STRUCTURE AND SHALL REMAIN FOLLOWING THE FLOW BYPASS STRUCTURE - PROFILE VIEW COMPLETION OF CONSTRUCTION. NTS RIP-RAP- BY -PASS CHANNEL - )��2.. ct r. �C -�..�C ��- )C'- %�C- .. ::.�� -i•.. v�..i� ,`"{.,�VL�V���;���}Cr���; ��...�`Q� :- t�v�J "` ZONE 2 BUFFER - ,Z.ONE 1.:BUFFER FLOW BYPASS Y.5- v y , . STRUCTURE �'v I 20'0 :'.::: ( ' Js I . ... ...... . .�,�, y y y FROM WATERSHED PRIMARY SPREADER OUTLE z-. r FOREBAY .... ... y y Y REINFORCED -f y y y .. CHANNEL UNDERDRAIN -SIZED FOR SITE SOIL CONDITIONS - DRAIN y y W INTO BYPASS SWALE y y y LEVEL-" v w w SPREADER LIP y y y ... EDGE OF RIPARIAN BUFFER 0' VEGETATED FILTER STRIP UNIFORM SLOPE. FERTILIZE AND LIME SOIL ACCORDING TO LEVEL SPREADER AN NOT TO SCALE SOIL TEST RECOMMENDATION. SEE WITH BERMUDA GRASS. LEVEL SPREADER LIP FLOW PAT :,. 3" LAYER OF t: #57 STONE CHANNEL—," '•''• 24" MIN. RIgN _ �! BUFFER CONCRETE LEVEL SPREADER SHALL BE —►I 4" I -•- TRENCHED AND POURED ON CONTOUR. 3' WIDE STRIP OF AFTER CONCRETE HAS HARDENED, IT FILTER FABRIC SHALL BE TAMPED TO INSURE STABILITY INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR LEVEL SPREADER INSTALL THE LEVEL SPREADERS FOLLOWING THE INSTALLATION OF THE SEDIMENT TRAPS. INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED, AND PROMPTLY MAKE NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION. LEVEL SPREADERS ARE CONSIDERED PERMANENT STRUCTURES AND SHALL REMAIN FOLLOWING THE COMPLETION OF CONSTRUCTION. DETAIL SHEET FOR THE SON-LAN PARKWAY ROADWAY EXTEENSION IN THE RIVER OAKS CONRARIVRIERCIAL PARK CLEVELAND TOWNSHIP - JOHNSTON COUNTY, IN.C.