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Home My WebLink About20200216 Ver 1_401 Application_20200210of WArfR G Q v. o Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑x No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ❑x 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑x Riparian Buffer Authorization le. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit: because written approval is not required? 401 Certification: ❑ Yes ❑X No ❑ Yes ❑x 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 ❑x No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ❑x No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑x No 2. Project Information 2a. Name of project: 5700 Edgedale Drive 2b. County: Wake Raleigh 2c. Nearest municipality / town: 2d. Subdivision name: Kings Mill 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: See attached documentation 3b. Deed Book and Page No. See attached documentation 3c. Responsible Party (for LLC if applicable): 3d. Street address: See attached documentation See attached documentation 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑X Other, specify: City of Raleigh 4b. Name: Wayne Miles, PE 4c. Business name (if applicable): City of Raleigh Public Works Department 4d. Street address: 222 West Hargett Street, PO Box 590 4e. City, state, zip: Raleigh, NC 27602 4f. Telephone no.: 919-996-3940 4g. Fax no.: 919-996-4011 4h. Email address: wayne.miles@raleighnc.gov 5. Agent/Consultant Information (if applicable) 5a. Name: Becky L. Ward 5b. Business name (if applicable): Timmons Group 5c. Street address: 5410 Trinity Rd #102 5d. City, state, zip: Raleigh, NC 27607 5e. Telephone no.: 984-255-2354 5f. Fax no.: 919.859.5663 5g. Email address: Becky.Ward@timmons.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): See attached documentation 1 b. Site coordinates (in decimal degrees): ILatitude: 35.8592 Longitude:-78.6762 1 c. Property size: 7.51 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: UT to Mine Creek 2b. Water Quality Classification of nearest receiving water: C, NSW 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: Please see documentation attachment 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 583 3d. Explain the purpose of the proposed project: Please see documentation attachment 3e. Describe the overall project in detail, including the type of equipment to be used: Please see documentation attachment 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall riot phases)in the past? ❑ Yes ❑ No ❑x Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑Preliminary ❑Final 4c. If yes, who delineated the jurisdictional areas?. Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑Yes ❑ No [K Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑x No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ❑x Streams — tributaries ❑x 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 T 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 - Choose one Choose one Yes/No 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: 2h. Comments: N/A 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) S 1 P Culvert UT to Mine Greek PER Corps 25 7 S2 P Stabilization UT to Mine Creek PER Corps 25 309 S3 T Stabilization UT to Mine Creek PER Corps 25 100 S4 - Choose one - S5 - Choose one _ S6 - Choose one - - 3h. Total stream and tributary impacts 416 3i. Comments: Please see documentation attached 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 individually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary T 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: N/A 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: N/A 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? ❑x Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number — Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet B1 T Construction Access UT to Mine Creek No 12856 3492 B2 Rock Channel Transitions UT to Mine Creek No 758 0 B3 No B4 Yes/No B5 - Yes/No B6 Yes/No 6h. Total Buffer Impacts: 13614 3492 6i. Comments: Please see attached documentation 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. Please see documentation attachment 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Please see documentation attachment 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 ❑x No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank El Payment to in -lieu fee program ❑ 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: 5. 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 ❑ Yes QX No buffer mitigation? 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. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (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: N/A 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 within one of the NC Ri arian Buffer Protection Rules? E Yes ❑ No 1 b. If yes, then is a diffuse flow plan included? If no, explain why. No new impervious area is being added ❑ Yes ❑X No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 2b. Does this promect require a Stormwater Management Plan? ❑ Yes FAI 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: 2e. Who will be responsible for the review of the Stormwater Management Plan? N/A 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? City of Raleigh 3b. Which of the following locally -implemented stormwater management programs apply (check all that apply): ❑x Phase II x❑ NSW ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? El Yes x❑ No 4. DWQ Stormwater Program Review 4a. Which of the following state -implemented stormwater management programs apply (check all that apply): ❑Coastal counties ❑HQW ❑ORW Z Session Law 2006-246 []Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No 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 x❑ Yes ❑ 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 ❑ Yes x❑ 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 ❑ 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 E] No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? ❑Yes x❑ 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 ❑Yes x❑ No additional development, which could impact nearby downstream water quality? 36. 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. 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. N/A 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 El 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? Please see documentation attachment 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑x No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? The project Is located in an urban strqam. 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? The NC Historical Preservation Office website (www.hpo.dcr.state.nc.us) was searched and no sites were listed for this property. In addition, no architectural structures or archaeological artifacts were noted during preliminary surveys at the site. wo B. Flood Zone Designation (Corps Requirement) Be. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes ❑x No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? (Floodmaps.nc.gov) 1 Wayne Miles, PE Applicant/Agent's Printed Name Date Applica UA ent's Si nature (Agent's signalur is v lid only If n authorization letterfrom t licant Is ovldad. Page 10 of 10 PCN Supplemental Information SECTION B — PROJECT INFORMATION SECTION A — APPLICANT INFORMATION AND PRIOR PART 3.OWNER INFORMATION PROJECT HISTORY PART 1. PROPERTY IDENTIFICATION 1a. Property 3a. Names on 3b. Deed Book 3d. Street 3e. City, State, Zip Identification Recorded Deed and Page Number Address Number (PIN . m GRAYSON EVANS, DB 16781 5804 RALEIGH, NC SAMANTHA 0796576883 PG 1593 HEDGEMOOR DR 27612 STANYON DB 6089 5808 RALEIGH, NC GREGORY LUSK 0796577925 PG 569 HEDGEMOOR DR 27612 ROBERT WOOD, DB 14988 5703 EDGEDALE RALEIGH, NC VICTORIA 0796578887 PG 1911 DR 27612 GRIFFITH MICHAELAND DB 5563 5701 EDGEDALE RALEIGH, NC VERONIQUE 0796579882 PG 903 DR 27612 SWEENEY JAMES AND DB 6652 5700 EDGEDALE RALEIGH, NC 0796671867 KAREN HELM PG 46 DR 27612 EDWARD AND DB 4710 2301 COWDEN RALEIGH, NC 0796671634 JANE BRISTOL PG 704 COURT 27612 BRADY AND JULIE DB 17088 5607 LAMBSHIRE RALEIGH, NC 0796675326 RUFENACHT PG 2104 DR 27612 SANDERS,PP HEIRS C/O DB 318 0 COWDEN RALEIGH, NC 0796672623 PG 450 COURT 27612 CHARLES SCOTT CHRISTOPHER DB 14976 5805 BAYBERRY RALEIGH, NC 0796673949 AND CARRIE RICE PG 97 LN 27612 Timmons Group 5700 Edgedale Drive Supplemental Information, PCN Application SECTION B — PROJECT INFORMATION AND PRIOR PROJECT HISTORY PART 3. PROJECT DESCRIPTION 3a. Project Description: The project site is located within the Kings Mill Subdivision in Raleigh, North Carolina. An unnamed tributary (UT) to Shelley Lake and Mine Creek runs through the back yards of properties located at 5700 , 5701, and 5703 Edgedale Drive. The stream banks through 5701 Edgedale are stable and therefore work on the stream, approximately 160 linear feet, through this property is not included in this project. Some minor grading work will occur to improve the flow of water on the floodplain during larger storm events. Approximately 185 existing linear feet of stream adjacent to 5701 Edgedale (identified as the upper reach) and approximately 238 existing linear feet of stream adjacent to 5700 Edgedale (identified as the lower reach) have been identified for repair and improvement through the City of Raleigh Drainage Assistance Program. The upper reach at 5703 Edgedale Drive includes the property located at 5808 and 5804 Hedgemoor Drive. Active Erosion is occurring to the stream bank at 5703 which is causing migration of the north bank towards an existing deck structure. An existing 30-inch RCP pipe and embankment is also located on this property. The pipe frequently clogs, the embankment is frequently overtopped, and erosion is occurring on the slope. The existing pipe is in poor condition with joint separation visible along its length. In the lower reach the stream enters an existing 36-inch CMP culvert located under an existing driveway at 5700 Edgedale. This reach includes properties located at 5700 Edgedale, 5805 Bayberry Lane, 5607 Lambshire Drive, 2300 Cowden Court and 0 Cowden Court. The CMP pipe invert has eroded away compromising the pipe foundation and structure. The owner at 5700 had a drop inlet installed at some point to transition the pipe to a lower outlet elevation due to the severe stream erosion. The box lowers the pipe approximately 2 feet. The channel downstream of the pipe outlet is severely incised and actively eroding. The watershed contributing stormwater to the upper reach of project site has an area of approximately 0.048 square miles and is not FEMA regulated. The regional curve data for a watershed of this size is listed in the Table A. Table A: Piedmont Regional Curve Data Upper Reach Bankfull Urban Curves Rural Curves Area (Sq Ft) 2.9 8.4 Width (Ft) 4.9 9.0 Depth (Ft) 0.7 0.9 Discharge (Cfs) 10.6 45.4 2 Timmons Group 5700 Edgedale Drive Supplemental Information, PCN Application The watershed contributing stormwater to the lower reach of project site has an area of approximately 0.076 square miles and is not FEMA regulated. The regional curve data for a watershed of this size is listed in Table B. Table B: Piedmont Regional Curve Data Lower Reach Bankfull Urban Curves Rural Curves Area (Sq Ft) 3.9 11.3 Width (Ft) 5.7 10.4 Depth (Ft) 0.78 1.0 Discharge (Cfs) 14.7 60.5 The upper project reach classifies as an E4/C4 stream with little entrenchment. The lower reach classifies as G4 stream severely entrenched. The following morphological data included in Table C and D, was obtained from surveyed cross sections at riffle locations. The morphological cross sections and longitudinal profile data is included in the Appendix. Table C: Site Morphological Data Upper reach Cross Slope Wbkf Abkf dbkf dmax bkf Qbkf W/D ER Section (ft/ft) (ft) (sgft) (ft) (ft) (cfs) 1 0.009 7.58 10.24 1.36 2.26 38.7 5.5 3.6 2 0.009 8.66 9.46 1.10 1.66 35.8 7.7 3.04 4 0.009 9.55 10.23 1.08 1.64 38.99 8.8 4.4 Table D: Site Morphological Data Lower reach Cross Slope Wbkf Abkf dbkf dmax bkf Qbkf W/D ER Section (ft/ft) (ft) (sgft) (ft) (ft) (cfs) 12 0.018 9.6 14.4 1.50 1.90 84.60 6.40 1.5 13 0.018 9.5 14.6 1.54 2.10 84.70 6.20 1.4 3 Timmons Group 5700 Edgedale Drive Supplemental Information, PCN Application 14 0.018 6.7 13.5 1.99 2.50 82.50 3.40 1.8 The site morphological data is within the data range for the urban curves. The upper and lower sites will be accessed separately as shown on the construction plans and will be limited to the area shown as the limits of disturbance. 3d. Explain the Purpose of the Proiect: The objective for the proposed design is to restore the vertical bed and bank stability to the stream within the project area. The stabilization will stop the active lateral bank erosion and sediment import into the stream. 3e. Describe the Overall Project in Detail, Including the Type of Equipment to be Used: Upper Reach: The eroded banks at 5703 Edgedale Drive are planned to be reshaped, and a bankfull bench provided on the floodplain. The reshaped southern bank will be filled and stabilized with a rock toe. The existing 30-inch pipe and a portion of the 48-inch pipe will be removed and the stream reconstructed where a berm currently creates a small impoundment. A junction box and a short section of 48-inch pipe will be installed. The reconstructed channel throughout the repaired reach has been designed to contain the bankfull (1.5 to 2-year) storm event. The proposed bankfull channel and benching has been based on a bankfull slope of 0.021 ft/ft with bankfull elevations determined in the morphological analysis. The channel design has been based on a cross sectional area of approximately 8.8 square feet in the riffle sections with pool areas approximately 18.1 square feet. The pool area is anticipated to adjust over time with sediment deposition and point bar formation. The proposed channel will remain in the approximate location of the current channel with toe adjustments at scoured locations reconstructed at approximated original toe locations. Lower Reach: The degraded 36-inch CMP and drop inlet will be removed. A 48-inch pipe with headwalls will be installed in its place. The incised channel and banks will be repaired with pools and riffles. A rock toe has been designed at critical outside bend areas, locations where fill is proposed to be introduced to re-establish the channel toe, and in areas where the proposed benching will affect the existing vegetation. The reconstructed channel throughout the repaired reach has been designed to contain the bankfull (1.5 to 2-year) storm event. The proposed bankfull channel and benching has been based on a bankfull slope of 0.029 ft/ft with bankfull elevations determined in the morphological analysis. The channel design has been based on a cross sectional area of approximately 13 square feet in the riffle sections with pool areas approximately 25.5 square feet. The pool area is anticipated to adjust over time with sediment deposition and point bar formation. The proposed channel will remain in the approximate location of the current channel with toe adjustments at scoured locations reconstructed at approximated original toe locations. The stream bank corridor within the repair area will be re -vegetated along both sides of the stream along with the bankfull bench. The re -introduction of vegetation to the graded channel banks will aid in providing long term bank stability. The vegetation will be a combination of native herbaceous and woody 4 Timmons Group 5700 Edgedale Drive Supplemental Information, PCN Application plant species. The stabilized banks and re -vegetated corridor will additionally provide stormwater quality benefits. The equipment to be used in the project is earth moving equipment and various other support apparatuses. The stream normal flow will be pumped around the project site. Stabilization will occur daily within the work area. Heavy equipment may include hydraulic excavator, compactors, bulldozers, skidsteer loaders, and dump trucks to load and unload materials. The construction equipment will enter the upper reach site from 5804 Hedgemoor Drive. The construction equipment will enter the lower reach site from 5700 Edgedale Drive. All construction will be performed within a defined limit of disturbance. SECTION C— PROPOSED IMPACTS INVENTORY 3i. Stream Impacts: Stream stabilization will be provided on the bank through reconstruction to a typical channel cross section, rock toe reinforcement in reconstructed outside meander bends, and installation of permanent woody vegetation. The profile will be stabilized through the removal of debris that is currently diverting water towards the bank and destabilizing the stream bank. Further profile stabilization will include the installation of constructed riffles. A bankfull bench will be developed to reduce shear stresses on the outside of the meander bend bank during large storm events for long term stability where possible. Pipe extension is proposed in the upper reach and Head wall is proposed at the entrance of pipe culvert in the lower reach to facilitate smooth transition to the pipe. The bank stabilization/rock toe has been identified as permanent bank stabilization lengths on the impact on the map and within the tables. The constructed riffles and embedded stone at the pipe outlets are temporary impacts and have been listed as such in the table. The total existing stream length in the upper reach through the lower reaches is 583 linear feet. With the removal of the pipe in the upper reach the total proposed stream length for from the beginning of the upper reach to the end of the lower reach will be 603 linear feet an increase of 20 linear feet. 6i. Buffer Impacts: Buffer areas will be impacted due to construction access and the stream improvements on both sides of the stream. The stream is located in the rear yards of both properties and therefore they will be restored to primarily with native grasses and woody vegetation. Lawn will only be replaced in the existing locations. The stabilization plan shows the planned re -vegetation. There are three permanent impact areas in Zone 1. These areas required to be stabilized with rock due to channel transitions adjacent to the re -designed stream channel due to high velocities as erosion protection for long term stabilization. SECTION D — IMPACT JUSTIFICATION AND MITIGATION la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing rp oject. This project is necessary due to the active bank erosion that is encroaching dangerously on the residential structures at 5700 and 5703 Edgedale Drive. The existing drainage infrastructure in the stream is undersized and degraded, resulting in poor stream flow and erosive conditions. The project will stabilize the stream channel and to eliminate active erosion of the stream channel bank. The repaired channel will enhance aquatic habitat through the removal of an existing pipe and embankment in the upper reach. 5 Timmons Group 5700 Edgedale Drive Supplemental Information, PCN Application The overall stream length for the upper and lower reach combined will increase by approximately 20 feet. The stabilization of the banks will reduce sediment import into the stream that is currently occurring. The repaired channel in the lower reach will be raised to provide better floodplain connection and preserve the large trees along the stream corridor. The minimization of the project includes working with the exiting stream pattern with limited pattern changes and raising the channel for better floodplain connection to reduce the stress on the stream banks during large storm events. The limits of disturbance have been minimized to only the area needed to construct the repairs. Impacts to the stream buffer will be minimized by accessing the site through a narrow corridor and protection of as much existing vegetation as possible. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Pumping of normal stream flow be maintained and pumped around the site during construction activities. Bank stabilization, covering the slope with riparian seed and coir matting, will occur daily upon completion of bank grading. Permanent woody vegetation will be installed on all stream banks above rock toes limited to bankfull elevations. SECTION F — SUPPLEMENTARY INFORMATION 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The site is an existing urban residential area that has been previously impacted by development. Open areas are currently being mowed and maintained. Habitat is not present for Wake County listed vertebrate and invertebrate endangered species with the exception of Northern Long Eared Bats. It is not anticipated that this tree removal would be an impact to critical habitat for the Northern Long Eared Bat in Wake County. Therefore, it is not anticipated that there will be any adverse impacts associated with T/E species. 6 Timmons Group 5700 Edgedale Drive Supplemental Information, PCN Application --------------, -------- ----------- / -LF -- EMBEDDED RO Ik'APRflN�� --�_-_/ 3 /''STING BUFF2- __ I __----- EXIS-TCNG 4 30-INCH -F'IPE TO ,BE REMOVEQ � ,� �/' ___ ,-tIHIITS-_--____ o ERMANE� IMPACT CSV '� -'-- ---� _ �gEGIN ___ __ EXISTIING ____�{�OPOSED STREAM DAYLIGHTING �S /_�, PIPE EXTENSION 7 LF �' /-' -'- PIPE REMOVAL __-_ --�� E o �, /� �./---� --,,, i STA _ ---- 5705 _ `0+58 EDGEDALE = 3 5808 DR HEDGENMOOZR /� �/---- pooh ,o^ J ''C�TCAI["1llAf I =< I /� / /-'.;I '\ 1 = �♦ I r TEMPORARY ZONE 2 B 1- �T o // / as o�`\ PIPE REMOVAL -------------- / 1 +1 1 /------- I /, x � _ \ / i / / / /• �q,01, \ ¢ I / • / • \ y 7- \ as // + 5703 - / 2-3-2020 N \ i i / \ (`\ I`\ " \\\ k\ �'i1� �f __\"�__ / // �°� EDGEDALE ;'�� DRAWN BY \ / I \ \ \ \ 1✓oa� / — '� �. \\ _ D R . _ , ' - -P ` 10, S. VANDERGRIFT DESIGNED By N J I �'��'/ �� \ \ `,• \�—' • \\ \^` \ " .r_��— /9'�'---/ //'^��Q / ` // •• CHRIS ROGERS I / I ' - `x\, r \ • Flo�QC/ 5701 • CHECKED BY // /(�'/ I i-fr, f"i I x � �f \ — •— -- m I \ \<o /i//� oo^ �' — % � �� EDGEDALE : • BECKS L. WARD LOD ' Lo 1 I i ,/ i �� X _ x°o m \ ` I �\ �' / / LOD `` \ \ \x\ \� \ \ \\ S \ ✓ / I • � i 00 I\�� ►`'/ �� EMPORARY ZONE 2 �� `\\ x ♦ `\ \ \ \\�\n i \\�\ D LOD xp\ / �\%� \` I � 482 SF ti % \ \ �i \ \ �y v - \ "—Zoo I I00 L POST PROJECT \ \ v� �_ - r N \ I I BUFFER LIMITS HEDGEMOOR N I I DR. ,� �F \\ �'\ TEM RARI�`Z NE 1 �'- 7 -- `` `'��``� `` ii " w I x'S \\ \ `� I60 S - _ CONS�RJG`TED Z�,\\\ ��,� Z � 1 RIFFLES TEMPORARY - - - - o w N �\ I I x �Q;. �� O \ -� \\ \\\ - - ♦ ♦-IMPACT - --- V Q u Lu I x�- X I —.r_ �' \ ILu BANK STABILIZATION SUMMARY S2 Z o � � LEGEND LOD LOD— LIMITS OF DISTURBANCE - - - - - - EXISTING BUFFER LIMITS -------------- - POST PROJECT BUFFER LIMITS BUFFER IMPACTS S 1 STREAM I M PACTS From To LF 0+31 0+36 5 0+58 0+93 35 1+07 1+34 27 1+50 1+79 29 1+95 2+25 30 Total 133 o- EXISTING STREAM LENGTH = 185 LF O � PROPOSED STREAM LENGTH = 222 LF 30 15 0 30 60 JOB NO. PLAN VIEW - SCALE 1 "=30' 44363 002 SHEET NO. 1 5805 / �� ,,------------- BAYBE RY N 41 5704 ____—------- , /'�� E�Xl5f -------- — EDGEDALE DR. BUFFER I41� ss� ° ______ OMITS,'~ / TEMPORAR ZONE 1 143 SF (NORTH) ---' o og , ,,e `\ e \ ss TEMPORA ONE 2 B 1 — 1764 SF-------'i —\x CONSTRUCTED / S, RIFFLES TEMPORARY / � EXISTING PIPE 4+30 _�� ss IMPACT — BEGIN i NEW HEADWALL 4+30 �'�� "� STA 4+25 �� —�� / i 5700 cD o ��`�` ��---- ~ ---� /� �:�,/r / TEMPORARY ZONE 1 B 1 START APRON XISTING o- + ¢ �, L°D � �. � \ ss 100jam, °e>' _ 3933 SF (NORTH) S7�C = 4+19 CONCRETE DRIVE / `� BEGIN STREAM j _ Z ------ °° STABILIZATION / / c� "O'e°°, aP,��[7� P L STA 4+ 13 / / m • /// ,�� , • \ - 0 OOl —_� OOl /OOl =— �% �/' /ss < •�� , +50 3ry 32� ° so ' �?J Ar 'COD LOD � _� ----�` \O � 2 / 0 _ EMBEDDED --- L °ss _ °_ _ oo °°%-tO / LOD o s 32 `� + _ ROCK APRON - • , —♦ "�_--_! / _ ss \� �G LOD a3 - fit "D�/ / to 10, /%� _ _�� S �i► LOD_ 32 / _ • i�_j—' l/ --------_ PERMANENT ZONE 1 A • �o �Op ------ 380 SF ss < PERMANENT ZONE 1 -�yy r �I "� o �� 175 SF---� —------------------ 1 TEMPORARY ZONE 1 „` 5S �� ` ° ` OLOD All• / / 920 SF (SOUTH) — / — ----- ' 6T�MPORARY ZONE S5 S5 �` -� 55X�/, � \�� TEMPORARY ZONE 1 f� \__---------- / �- , / _ �� 381 SF ss ` 2300 SF (SOUTH) _ - -- ,• , PERMANE I�T ZONE 1- / i / i Y `4 ;•/�'^ ..�03 SF i(• Sy 2300 �s • rJ607 f •, �. ss - TEMPORARY ZONE 2 COWDEN CT. \ �,,✓i , ,ass- i 785 SF }'' \ LAMBSHIRE POST PROJECT ss I _ -DR. _ �� • y • — s�'" �- <,� \ BUFFER LIMITS • — — — �,� • ,' ��, LEGEND��\ / BANK STABILIZATION SUMMARY�1 EXISTING STREAM LENGTH = 238 LF — LOD LOD LIMITS OF DISTURBANCE — — — — — — EXISTING BUFFER LIMITS ----------------- POST PROJECT BUFFER LIMITS LODLOD BUFFER IMPACTS \ 0 / S 1 STREAM IMPACTS COWDFN CIT. PROPOSED STREAM LENGTH = 221 LF 30 15 0 30 60 PLAN VIEW - SCALE v=30' 1 From To LF 4+19 4+30 11 5+26 6+14 88 6+19 1 6+58 39 6+67 7+05 38 Total 176 E =3 o v3� aLL"� _ A o�gLL 0 „t z m r p off= w 0 0 w i a DATE 1 2-3-2020 O DRAWN BY S. VANDERGRIE7 • DESIGNED BY • CHRIS ROGERS • CHECKED BY BECKY L. WARD • • SCALE • 1 •-3W • • • O w J o w QU 0 w o 0 Y J Lu 0 a Vl 0 Z� ° o O ' Ao U ` Ln JOB ND. 44363.002 SHEET NO. 2 Appendix A Photo Log Location Map USGS Quad Map Wake County Soils Map Photo Log Stream bank downstream of 5703 Edgedale Drive Stream bank at 5703 Edgedale Drive Stream downstream of 5703 Edgedale Drive L:\209\44363.002-EdgedaleDrive\Calc\Stm\Reports\PCN\PCN DWG\PCN - Edgedale.dwg I Plotted on 10/9/2019 2:33 PM I by Alston Willard a a 5 0 0 N �✓ M1irfl rpnk R,.j v '1J Mfllbrook Rd A = v � s� W Mlllbrook Rd lu a I P . T � o r= 0 400 800 1 — Feet TIMMONS GROUP •' "'Sp�AX99�°F �EATTME • % YOUR VISION ACHIEVE. THROUGH OURS. 5410 Trinity Roatl,LEIG 102 RaleigM1, NC 3)fi0) TEL 919.866,4951 FAx 919.802E R4 w.2 27ons.com N— Carolina license No. C-1652 w w 5700 EDGEDALE °ATF REFS`°".ESCRIPI°" a o CITY OF RALEIGH - NORTH CAROLINA a £ z SOIL MAP These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction slaking without the—mos written consent of TIMMONS GROUP. L:\209\44363.002-EdgedaleDrive\Calc\Stm\Reports\PCN\PCN DWG\PCN - Edqedale.dwq I Plotted on 10/9/2019 2:35 PM I by Alston Willard _ i TIMMONS GROUP 0 0 804.200s500-M'8S0'41"5630t` I R,h-rd, VA 23225 se plans and assoommo documents are me 9-usve propsny or i v— —vur and may nor re reproduced m wnme or m pan and snap nor oe useo nor any purpose was me mr, mousrve, our nor limited to construction, bidding, and/or oonsto-lion staking without the express written consent of TIMMONS GROUP. L:�zu`J\4vbb3.uuz-tageaaleunve\uaic\s[m�KepoRs\rclV\rclN uvvh\rciN - tageaaie.owg I rioaea on lw`J/zUI`J Cao rlVI I ny,vision vvluara TIMMONS GROUP A 5700 EDGEDALE z o CITY OF RALEIGH - NORTH CAROLINA LOCATION MAP //, W Millbrook Rd rm ,�3-e&jj= 0 400 800 Feet • 00 THIS CORPIOMTE1111 TTIE •a YOUR VISION ACHIEVED THROUGH OURS. 10010ould— Parkway, SUft 300181d—d, VA 23225 • TEL 804.200-0 FA%804.80.1- www.[immans.com DATE REVISION DESCRIPTION K F These plans and associated documents are the exclusive properly 0I TIMMONS GROUP and may not be reproduced in whole o, in part and shall not be used for Appendix B Existing Condition Morphological Data Longitudinal Profile Surveyed Cross Sections Project: Edgedele Location: Cross Section 1 Station: 1+50 Benchmark description: Riffle Date: 3/13/2019 USGS GM C-nates PI..$r- Photo Reference Location: ... Ref. N,. Permanent Benchmark Elevation: Permanent Benchmark Location: las them Grey cellc..-p- and ar..Id be leh alone. ■ If you need addltl... I shed for....... cealon ,1- create a ce" o/the chit by dam cllckl,g on the tab at the botrom of thls sheet. MOM MEOW NEUM t r 343.00 338.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 125.00 130.00 Th- number an taken fmm the my tlate table. There is no naatl to mxge theae.elle Bankfull TOB TIN Left Right Left Right Station I Elevation Station I Elevatlon I Station I Elevation Stator I Elevation Station Elevation 1001 338.5441 96.421 339.981 103.581 340.498 96.42 339.98 102.51 340.25 ange me yellow ce s be ow. This is=you can a j- me stations or a eea ns of me parameter below. Th. r e+l- feel of ollcel. Th. cells can be left blank if y.0 do not wish to make merges. 'o Bankfull TOB TW Left RI hl Left i RI hl Station I Elevation I Station I Elevation I Station I Elevation I Station I Elevation Station Elevation 131 ol 01 0.5181 ol ol ol 0 0 0 are parameters tnat are nsea ror momnoloev cammallonc. aner any aalustmenw below. 7nere Is no need ro <nange tree TW Bankfull TOB Lek Right Left RI ht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 338. 96.42 340.498 103.58 340.498 96.42 339.98 102.51 340.25 Bankfull Station Elevation 96.06184 34D.498 103.58 340.498 2. nkfull Station Elevahnn 93.81 343. emor, tlma ceded 121.01 343. it rea Average Bankfull ENvaVon (ft) 340.498 Be nkfull Width(ft) 7.51816 Bankfull Area (ft) 10.24153 Bankfull Wetted Perimeter (ft) 10.0271 Bankfull Hydraulic Radius (ft) 1.021386 Low Bank Height (ft) 1.436 erage LPIN and RPIN Sta 0 0 0 0 Stream Morphology Wbkf= 7.518 Abkf = 10.242 dbkf = 1.362 W/D= 5.519 dmbkf= 2.265 Wfpa = 27.198 If n, creee -h- mac nm ream ER = 3.618 bankfull elevation, add d.t.. LBH = 1.436 LBH/dmax 0.634 D50 = Obkf = DA = �i Slope = Sinuosity= Project: Edgedale Location: Cross Section 2 Station: 1+67 Benchmark description: Riffle Date: 3/13/2019 USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Station Back -Sight BS Height of Instrument HI I Fore -Sight FS Height Elevation "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section 2 X Bankfull Left End Right End IStation Station 1H] Elevation Elevation from bankfull Incremental Avg. Height (ft) Incremental Distance (ft) Incremental Area (ft2) Station Distance Between Points Feet �� Feet Feet Feet Feet Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 96.35 342.71 TOBL, bankfull left - - 0 0 0 0 0 0 0 0 99.13 338.73 TOE L 98.076853 - 98.076853 340.2395 0 0 0 0 96.915495 0 100 338.58 TW - - 100 338.576 1.6635 0.83175 1.9231467 1.5995772 0 2.5427791 101.29 338.63 - - 101.29 338.634 1.6055 1.6345 1.29 2.108505 0 1.2913032 103.17 338.86 - - 103.17 338.855 1.3845 1.495 1.88 2.8106 0 1.8929451 104.93 339.044 TOE R - - 104.93 339.044 1.1955 1.29 1.76 2.2704 0 1.7701189 105.6 339.897 TOBR - - 105.6 339.897 0.3425 0.769 0.67 0.51523 0 1.08467 106.59 340.236 bankfull right - - 106.59 340.236 0.0035 0.173 0.99 0.17127 0 1.0464325 108.65 340.37 - 106.64225 106.64225 340.2395 0 0.00175 0.0522464 9.143E-05 0 0.0523635 114.84 340.27 - - 0 0 0 0 0 0 0 0 115.52 341.14 - - 0 0 0 0 0 0 0 0 117.91 341.52 - - 0 0 0 0 0 0 0 0 121.79 341.77 - - 0 0 0 0 0 0 0 0 125.64 342.22 - - 0 0 0 0 0 0 122.95875 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 Pull down orange if more rows needed. - - 01 01 01 01 01 01 01 0 [irislI1I1l 338.00 95.00 100.00 105.00 110.00 115.00 120.00 125.00 130.00 + Cross Section t Bankfull 2 X Bankfull These numbers are taken from the raw data table. There is no need to change these cells Bankfull TOB TW Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 338.5761 96.35 342.713 106.59 340.236 96.35 342.713 105.6 339.897 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station Elevation Station I Elevation Station Elevation Station Elevation Station I Elevation 01 0 0 -2.47 0 0 0 0 01 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station Elevation Station Elevation Station I Elevation Station I Elevation 1001 338.576 96.351 340.243 106.59 340.236 96.351 342.713 105.61 339.897 Bankfull Station Elevation 98.07685 340.2395 106.6422 340.2395 2xBankfull Station Elevation 96.92 341.903 122.96 341.903 Error, data needed if red Average Bankfull Elevation (ft) 340.2395 Bankfull Width (ft) 8.565393 Bankfull Area (ft) 9.475674 Bankfull Wetted Perimeter (ft) 9.680612 Bankfull Hydraulic Radius (ft) 0.97883 Low Bank Height (ft) 1.321 verage PIN Elevation t J LPIN and RPIN Sta Elev 0 0 0 0 PIN Area il 0 Stream Morphology Wbkf = 8.565 Abkf = 9.476 dbkf = 1.106 W/D = 7.743 dmbkf = 1.664 Wfpa = 26.043 ER = 3.041 LBH = 1.321 LBH/dmax 0.794 D50 = Qbkf = DA = Slope = HSinuosity= f red, cross section does not reach )ankfull elevation, add data. Project: Edgedale Station: 2+11.5 Date: 3/13/2019 Location: Cross Section 3 Benchmark description: Pool USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Station Back -Sight BS Height of Instrument HI I Fore -Sight FS Height Elevation "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section 2 X Bankfull Left End Right End IStation Station 1H] Elevation Elevation from bankfull Incremental Avg. Height (ft) Incremental Distance (ft) Incremental Area (ftZ) Station Distance Between Points Feet �� Feet Feet Feet Feet Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 59.8 343.000 - - 0 0 0 0 0 0 0 0 64.8 342.000 - - 0 0 0 0 0 0 62.25 0 75.2 341.000 - - 0 0 0 0 0 0 0 0 87.9 340.736 - - 0 0 0 0 0 0 0 0 90.78 339.944 - - 0 0 0 0 0 0 0 0 94.49 339.912 - - 0 0 0 0 0 0 0 0 95.58 339.648 TOBL, bankfull left - - 95.58 339.648 0 0 0 0 0 0 96.12 338.724 95.58 - 96.12 338.724 0.924 0.462 0.54 0.24948 0 1.0702224 97.06 338.361 - - 97.06 338.361 1.287 1.1055 0.94 1.03917 0 1.0076552 98.52 337.633 TOE L - - 98.52 337.633 2.015 1.651 1.46 2.41046 0 1.6314362 98.89 337.286 - - 98.89 337.286 2.362 2.1885 0.37 0.809745 0 0.5072563 99.92 336.861 - - 99.92 336.861 2.787 2.5745 1.03 2.651735 0 1.1142374 100 336.936 TW - - 100 336.936 2.712 2.7495 0.08 0.21996 0 0.1096586 101.06 336.899 - - 101.06 336.899 2.749 2.7305 1.06 2.89433 0 1.0606456 102.62 336.934 TOE R - - 102.62 336.934 2.714 2.7315 1.56 4.26114 0 1.5603926 102.82 340.716 - 102.76352 102.76352 339.648 0 1.357 0.1435219 0.1947593 0 2.7177922 103.74 341.748 - - 0 0 0 0 0 0 0 0 104.14 342.000 - - 0 0 0 0 0 0 0 0 104.64 342.000 - - 0 0 0 0 0 0 0 0 105.04 343.000 - - 0 0 0 0 0 0 104.844 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 01 0 0 - - 0 0 0 0 0 01 0 0 Pull down orange if more rows needed. - -1 01 01 01 01 0 01 01 0 340.00 t Cross Section t Bankfull - 2 X Bankfull 335.00 58.00 63.00 68.00 73.00 78.00 83.00 88.00 93.00 98.00 103.00 These numbers are taken from the raw data table. There is no need to change these cells Bankfull TOB TW Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 336.9361 95.58 339.648 0 0 95.58 339.648 0 0 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 01 0 01 0 01 0 01 0 01 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station I Elevation Station I Elevation Station I Elevation 1001 336.936 95.581 339.648 01 0 95.581 339.648 01 0 Bankfull Station Elevation 95.58 339.648 102.7635 339.648 2xBankfull Station Elevation 62.25 342.51 104.84 342.51 Error, data needed if red Average Bankfull Elevation (ft) 339.648 Bankfull Width (ft) 7.183522 Bankfull Area (ft) 14.73078 Bankfull Wetted Perimeter (ft) 10.7793 Bankfull Hydraulic Radius (ft) 1.366581 Low Bank Height (ft) -336.936 verage PIN Elevation t LPIN and RPIN Sta Elev 0 0 0 0 F Area I Stream Morphology Wbkf = 7.184 Abkf = 14.731 dbkf = 2.051 W/D = 3.503 dmbkf = 2.787 Wfpa = 42.594 ER = 5.929 LBH = -336.936 LBH/dmax -120.896 D50 = Qbkf = DA = Slope = Sinuosity= If red, cross section does not reach bankfull elevation, add data. Project: Edgedale Location: Cross Section 4 Station: 2+53 Benchmark description: Riffle Date: 3/13/2019 USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Back -Sight Height of Instrument Fore -Sight Height "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section 2 X Bankfull Station BS HI I FS Elevation Left End Right End IStation Station 1H] Elevation Elevation from bankfull Incremental Avg. Height (ft) Incremental Distance (ft) Incremental Area (ftZ) Station Distance Between Points Feet �� Feet Feet Feet Feet Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 82.55 341 - - 0 0 0 0 0 0 0 0 88.55 340.48 - - 0 0 0 0 0 0 86.387209 0 91.92 340.10 - - 0 0 0 0 0 0 0 0 94.35 339.88 TOBL, bankfull left - - 0 0 0 0 0 0 0 0 96.26 338.25 TOE L 95.345037 - 95.345037 339.031 0 0 0 0 0 0 98.2 337.813 - - 98.2 337.813 1.218 0.609 2.854963 1.7386725 0 3.103923 98.69 337.50 - - 98.69 337.497 1.534 1.376 0.49 0.67424 0 0.5830575 100 337.392 TW - - 100 337.392 1.639 1.5865 1.31 2.078315 0 1.3142013 101.8 337.57 TOE R - - 101.8 337.574 1.457 1.548 1.8 2.7864 0 1.8091777 103.78 338.04 - - 103.78 338.042 0.989 1.223 1.98 2.42154 0 2.0345574 104.86 339.03 bankfull right - 104.86 104.86 339.031 0 0.4945 1.08 0.53406 0 1.4644183 106.99 339.82 TOBR - - 0 0 0 0 0 0 0 0 111.44 340.12 - - 0 0 0 0 0 0 0 0 117.49 339.73 - - 0 0 0 0 0 0 0 0 121.11 339.84 - - 0 0 0 0 0 0 0 0 131.1 341.00 - - 0 0 0 0 0 0 128.26535 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 Pull down orange if more rows needed. - - 01 01 01 0 01 0 01 0 337.00 81.00 91.00 101.00 111.00 121.00 131.00 141.00 t Cross Section t Bankfull 2 X Bankfull These numbers are taken from the raw data table. There is no need to change these cells Bankfull TOB TW Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 337.3921 94.35 339.876 104.86 339.031 94.35 339.876 106.99 339.815 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station Elevation Station I Elevation Station Elevation 01 0 0 -0.845 01 0 01 0 0 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station I Elevation Station Elevation Station Elevation 100 337.392 94.35 339.031 104.86 339.031 94.351 339.876 106.991 339.815 Bankfull Station Elevation 95.34504 339.031 104.86 339.031 2xBankfull Station Elevation 86.39 340.67 128.27 340.67 Error, data needed if red Average Bankfull Elevation (ft) 339.031 Bankfull Width (ft) 9.514963 Bankfull Area (ft) 10.23323 Bankfull Wetted Perimeter (ft) 10.30934 Bankfull Hydraulic Radius (ft) 0.992618 Low Bank Height (ft) 2.423 verage PIN Elevation t 1 LPIN and RPIN Sta Elev 0 0 0 0 PIN Area 0 FStreamMorphology Wbkf = 9.515 Abkf = 10.233 dbkf = 1.075 W/D = 8.847 dmbkf = 1.639 Wfpa = 41.878 ER = 4.401 LBH = 2.423 LBH/dmax 1.478 D50 = Qbkf = DA = Slope = Sinuosity= f red, cross section does not reach )ankfull elevation, add data. Project: Edgedale Location: Cross Section 5 Station: 2+68 Benchmark description: Riffle Date: 3/13/2019 USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Back -Sight Height of Instrument Fore -Sight Height "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section 2 X Bankfull Station BS HI I FS Elevation Left End Right End IStation Station 1H] Elevation Elevation from bankfull Incremental Avg. Height (ft) Incremental Distance (ft) Incremental Area (ft2) Station Distance Between Points Feet �� Feet Feet Feet Feet Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 91.52 339.809 - - 0 0 0 0 0 0 0 0 94.3 339.73 - - 0 0 0 0 0 0 0 0 95.13 338.96 - - 0 0 0 0 0 0 94.400117 0 97 337.87 96.842165 - 96.842165 337.959 0 0 0 0 0 0 98.89 336.42 TOE L - - 98.89 336.418 1.541 0.7705 2.0478349 1.5778568 0 2.5628712 100 336.28 TW - - 100 336.283 1.676 1.6085 1.11 1.785435 0 1.1181793 101.05 336.43 TOE R - - 101.05 336.427 1.532 1.604 1.05 1.6842 0 1.0598283 102.38 337.71 Bankfull right - - 102.38 337.709 0.25 0.891 1.33 1.18503 0 1.8472747 103.87 338.28 TOBR - 103.02783 103.02783 337.959 0 0.125 0.6478261 0.0809783 0 0.6943908 106.23 338.70 - - 0 0 0 0 0 0 0 0 108.09 339.42 - - 0 0 0 0 0 0 0 0 112.48 339.62 - - 0 0 0 0 0 0 0 0 118.64 339.94 - - 0 0 0 0 0 0 112.82542 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 Pull down orange if more rows needed. - - 0 0 0 0 0 0 0 0 336.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 + Cross Section t Bankfull 2 X Bankfull These numbers are taken from the raw data table. There is no need to change these cells Bankfull TOB TW Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 336.2831 0 0 102.38 337.709 0 0 103.87 338.284 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 01 0 01 0 01 0.25 01 0 01 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station I Elevation Station I Elevation Station Elevation 1001 336.283 01 0 102.381 337.959 01 0 103.87 338.284 Bankfull Station Elevation 96.84217 337.959 103.0278 337.959 2xBankfull Station Elevation 94.40 339.635 112.83 339.635 Error, data needed if red Average Bankfull Elevation (ft) 337.959 Bankfull Width (ft) 6.185661 Bankfull Area (ft) 6.3135 Bankfull Wetted Perimeter (ft) 7.282544 Bankfull Hydraulic Radius (ft) 0.866936 Low Bank Height (ft) -336.283 verage PIN Elevation t LPIN and RPIN Sta Elev 0 0 0 0 F Area I FStreamMorphology Wbkf = 6.186 Abkf = 6.314 dbkf = 1.021 W/D = 6.060 dmbkf = 1.676 Wfpa = 18.425 ER = 2.979 LBH = -336.283 LBH/dmax -200.646 D50 = Qbkf = DA = Slope = Sinuosity= f red, cross section does not reach )ankfull elevation, add data. Project: Edgedale Station: 2+96 Date: 3/13/2019 Location: Cross Section 6 Benchmark description: Riffle USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Station Back -Sight BS Height of Instrument HI I Fore -Sight FS Height Elevation "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section 2 X Bankfull Left End Right End IStation Station 1H] Elevation Elevation from bankfull Incremental Avg. Height (ft) Incremental Distance (ft) Incremental Area (ft2) Station Distance Between Points Feet �� Feet Feet Feet Feet Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 89.44 341 - - 0 0 0 0 0 0 0 0 89.44 338.20 - - 0 0 0 0 0 0 89.44 0 93.83 337.70 - - 0 0 0 0 0 0 0 0 96.12 337.96 - - 0 0 0 0 0 0 0 0 96.72 337.29 TOBL, bankfull left 96.641837 - 96.641837 337.3795 0 0 0 0 0 0 98.91 335.87 TOE L - - 98.91 335.873 1.5065 0.75325 2.2681627 1.7084935 0 2.7228852 100 335.57 TW - - 100 335.569 1.8105 1.6585 1.09 1.807765 0 1.1315989 100.73 335.68 TOE R - - 100.73 335.683 1.6965 1.7535 0.73 1.280055 0 0.7388478 102.59 337.47 TOBR, Bankfull right - 102.49976 102.49976 337.3795 0 0.84825 1.7697644 1.5012027 0 2.4515665 103.66 338.02 - - 0 0 0 0 0 0 0 0 105.52 338.65 - - 0 0 0 0 0 0 0 0 109.09 338.90 - - 0 0 0 0 0 0 0 0 112.42 339.59 - - 0 0 0 0 0 0 110.4771 0 116.71 341.02 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 Pull down orange if more rows needed. - - 01 01 01 01 01 0 0 0 340.00 + Cross Section t Bankfull 2 X Bankfull 335.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 These numbers are taken from the raw data table. There is no need to change these cells Bankfull TOB TW Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 335.5691 96.72 337.293 102.59 337.466 96.72 337.293 102.59 337.466 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station Elevation Station I Elevation Station Elevation 01 0 01 0 01 0 01 0 0 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station Elevation Station I Elevation Station Elevation 1001 335.569 96.721 337.293 102.591 337.466 96.721 337.293 102.591 337.466 Bankfull Station Elevation 96.64184 337.3795 102.4998 337.3795 2xBankfull Station Elevation 89.44 339.19 110.48 339.19 Error, data needed if red Average Bankfull Elevation (ft) 337.3796 Bankfull Width (ft) 5.857927 Bankfull Area (ft) 6.297516 Bankfull Wetted Perimeter (ft) 7.044898 Bankfull Hydraulic Radius (ft) 0.893912 Low Bank Height (ft) 1.724 verage PIN Elevation t LPIN and RPIN Sta Elev 0 0 0 0 PIN Area 0 Stream Morphology Wbkf = 5.858 Abkf = 6.298 dbkf = 1.075 W/D = 5.449 dmbkf = 1.810 Wfpa = 21.037 ER = 3.591 LBH = 1.724 LBH/dmax 0.952 D50 = Qbkf = DA = Slope = Sinuosity= If red, cross section does not reach bankfull elevation, add data. Project: Edgedale Location: Cross Section 7 Station: 3+44 Benchmark description: Riffle Date: 3/13/2019 USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Back -Sight Height of Instrument Fore -Sight Height "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section 2 X Bankfull Station BS HI I FS Elevation Left End Right End IStation Station 1H] Elevation Elevation from bankfull Incremental Avg. Height (ft) Incremental Distance (ft) Incremental Area (ft2) Station Distance Between Points Feet �� Feet Feet Feet Feet Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 81.03 339.00 - - 0 0 0 0 0 0 0 0 81.03 337.36 - - 0 0 0 0 0 0 81.03 0 85.66 337.36 - - 0 0 0 0 0 0 0 0 87.83 336.70 86.952136 - 0 0 0 0 0 0 0 0 91.44 336.63 - - 0 0 0 0 0 0 0 0 93.84 336.84 - - 0 0 0 0 0 0 0 0 96.65 336.98 TOBL, bankfull left - - 0 0 0 0 0 0 0 0 98.96 335.50 TOE L 96.673444 - 96.673444 336.964 0 0 0 0 0 0 99.99 335.34 TW - - 99.99 335.343 1.621 0.8105 3.3165562 2.6880688 0 3.6915018 101.17 335.46 TOE R - - 101.17 335.458 1.506 1.5635 1.18 1.84493 0 1.1855906 102.99 336.95 bankfull right - - 102.99 336.949 0.015 0.7605 1.82 1.38411 0 2.3527603 105.4 338.82 TOBR - 103.0093 103.0093 336.964 0 0.0075 0.0193006 0.0001448 105.09505 0.0244441 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 01 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 Pull down orange if more rows needed. - - 0 01 0 01 01 0 0 0 339.00 85.00 90.00 95.00 100.00 105.00 + Cross Section t Bankfull 2 X Bankfull These numbers are taken from the raw data table. There is no need to change these cells Bankfull TOB TW Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 99.99 335.3431 96.65 336.979 102.99 336.949 96.65 336.979 105.4 338.822 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station Elevation Station I Elevation Station Elevation 01 0 01 0 01 0 01 0 0 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station Elevation Station I Elevation Station Elevation 99.991 335.343 96.651 336.979 102.991 336.949 96.651 336.979 105.41 338.822 Bankfull Station Elevation 96.67344 336.964 103.0093 336.964 2xBankfull Station Elevation 81.03 338.585 105.10 338.585 Error, data needed if red Average Bankfull Elevation (ft) 336.964 Bankfull Width (ft) 6.335857 Bankfull Area (ft) 5.917254 Bankfull Wetted Perimeter (ft) 7.254297 Bankfull Hydraulic Radius (ft) 0.815689 Low Bank Height (ft) 1.636 verage PIN Elevation t LPIN and RPIN Sta Elev 0 0 0 0 PIN Area 0 Stream Morphology Wbkf = 6.336 Abkf = 5.917 dbkf = 0.934 W/D = 6.784 dmbkf = 1.621 Wfpa = 24.065 ER = 3.798 LBH = 1.636 LBH/dmax 1.009 D50 = Qbkf = DA = Slope = Sinuosity= f red, cross section does not reach )ankfull elevation, add data. Project: Edgedale Location: Cross Section 8 Station: 4+11.5 Benchmark description: Riffle Date: 3/13/2019 USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Station Feet �� Back -Sight BS Feet Height of Instrument HI I Feet Fore -Sight FS Feet Height Elevation Feet "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section Left End Right End Elevation from Incremental Avg. Incremental Incremental Elevation bankfull Height (ft) Distance (ft) Area (ft2) IStation Station 1H] 2 X Bankfull Station Distance Between Points Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 79.84 337.00 - - 0 0 0 0 0 0 0 0 88.72 336.00 - - 0 0 0 0 0 0 86.70424 0 91.8 335.63 - - 0 0 0 0 0 01 0 0 94.84 334.32 bankfull left 94.724235 - 94.724235 334.369 0 0 0 0 0 0 95.99 333.88 - - 95.99 333.875 0.494 0.247 1.2657654 0.3126441 0 1.3587487 96.36 333.69 - - 96.36 333.692 0.677 0.5855 0.37 0.216635 0 0.412782 97.23 333.33 - - 97.23 333.328 1.041 0.859 0.87 0.74733 0 0.9430779 98.74 332.62 TOE L - - 98.74 332.62 1.749 1.395 1.51 2.10645 0 1.6677422 100 332.51 TW - - 100 332.511 1.858 1.8035 1.26 2.27241 0 1.2647059 101.21 332.59 TOE R - - 101.21 332.593 1.776 1.817 1.21 2.19857 0 1.2127753 103.43 333.96 bankfull right - - 103.43 333.963 0.406 1.091 2.22 2.42202 0 2.608697 104.95 334.78 - 104.18535 104.18535 334.369 0 0.203 0.7553488 0.1533358 0 0.8575476 108.66 336.77 - - 0 0 0 0 0 0 107.64767 0 110.45 337.48 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 01 01 01 01 01 0 0 0 - - 01 01 01 01 01 0 0 0 Pull down orange if more rows needed. - - 01 01 01 01 01 0 0 0 0-YA1I11 332.00 1 78.00 Mrs 93.00 M!: 11 103.00 + Cross Section t Bankfull 2 X Bankfull These numbers are taken from the raw data table. There is no need to change these cells Bankfull TOB TW Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 332.5111 94.84 334.319 103.43 333.963 0 0 0 0 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station Elevation Station I Elevation Station Elevation Station I Elevation Station I Elevation 01 0 01 0.05 01 0.406 01 0 01 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 332.511 94.84 334.369 103.43 334.369 0 0 0 0 Bankfull Station Elevation 94.72423 334.369 104.1853 334.369 2xBankfull Station Elevation 86.70 336.227 107.65 336.227 Error, data needed if red Average Bankfull Elevation (ft) 334.369 Bankfull Width (ft) 9.461114 Bankfull Area (ft) 10.42939 Bankfull Wetted Perimeter (ft) 10.32608 Bankfull Hydraulic Radius (ft) 1.010006 Low Bank Height (ft) -332.511 ,lAverage Pig Elevation t LPIN and RPIN Sta Elev 0 0 0 0 Ea] FStreamMorphology Wbkf = 9.461 Abkf = 10.429 dbkf = 1.102 W/D = 8.583 dmbkf = 1.858 Wfpa = 20.943 ER = 2.214 LBH = -332.511 LBH/dmax -178.962 D50 = Qbkf = DA = Slope = Sinuosity= f red, cross section does not reach )ankfull elevation, add data. Project: Edgedale Location: Cross Section 9 Station: 4+18 Benchmark description: Riffle Date: 3/13/2019 USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Station Back -Sight BS Height of Instrument HI I Fore -Sight FS Height Elevation "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section 2 X Bankfull Left End Right End IStation Station 1H] Elevation Elevation from bankfull Incremental Avg. Height (ft) Incremental Distance (ft) Incremental Area (ft2) Station Distance Between Points Feet �� Feet Feet Feet Feet Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 86.48 336.00 - - 0 0 0 0 0 0 0 0 88.71 335.21 - - 0 0 0 0 0 01 86.524994 0 91.84 334.65 - - 0 0 0 0 0 0 0 0 93.25 334.37 bankfull left - - 0 0 0 0 0 0 0 0 94.75 333.85 93.7375 - 93.7375 334.2 0 0 0 0 0 0 95.86 333.46 TOBL - - 95.86 333.464 0.736 0.368 2.1225 0.78108 0 2.2464866 97.6 332.57 TOE L - - 97.6 332.569 1.631 1.1835 1.74 2.05929 0 1.9566873 100 332.42 TW - - 100 332.416 1.784 1.7075 2.4 4.098 0 2.4048719 101.23 332.57 TOE R - - 101.23 332.572 1.628 1.706 1.23 2.09838 0 1.2398532 102.43 333.63 bankfull right - - 102.43 333.627 0.573 1.1005 1.2 1.3206 0 1.5978188 103.07 334.67 TOBR - 102.78059 102.78059 334.2 0 0.2865 0.3505927 0.1004448 0 0.6717472 104.35 335.09 - - 0 0 0 0 0 0 0 0 106.59 336.00 - - 0 0 0 0 0 0 106.55554 0 108.51 336.76 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 Pull down orange if more rows needed. - - 0 01 0 0 0 01 0 0 337.00 332.00 86.00 91.00 96.00 101.00 106.00 + Cross Section t Bankfull 2 X Bankfull These numbers are taken from the raw data table. There is no need to change these cells Bankfull TOB TW Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 332.4161 93.25 334.369 102.43 333.627 95.86 333.464 103.07 334.673 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station Elevation Station I Elevation Station Elevation 01 0 0 -0.169 01 0.573 01 0 0 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station Elevation Station I Elevation Station I Elevation Station I Elevation inol 332.416 93.251 334.2 102.431 334.2 95.861 333.464 103.07 334.673 Bankfull Station Elevation 93.7375 334.2 102.7806 334.2 2xBankfull Station Elevation 86.52 335.984 106.56 335.984 Error, data needed if red Average Bankfull Elevation (ft) 334.2 Bankfull Width (ft) 9.043093 Bankfull Area (ft) 10.45779 Bankfull Wetted Perimeter (ft) 10.11747 Bankfull Hydraulic Radius (ft) 1.033638 Low Bank Height (ft) 1.048 verage PIN Elevation t J LPIN and RPIN Sta Elev 0 0 0 0 PIN Area 0 FStreamMorphology Wbkf = 9.043 Abkf = 10.458 dbkf = 1.156 W/D = 7.820 dmbkf = 1.784 Wfpa = 20.031 ER = 2.215 LBH = 1.048 LBH/dmax 0.587 D50 = Qbkf = DA = Slope = Sinuosity= f red, cross section does not reach )ankfull elevation, add data. Project: Edgedale Location: Cross Section 10 Station: 5+39.5 Benchmark description: Riffle Date: 3/13/2019 USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Station Back -Sight BS Height of Instrument HI I Fore -Sight FS Height Elevation "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim in this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section 2 X Bankfull Left End Right End IStation Station 1H] Elevation Elevation from bankfull Incremental Avg. Height (ft) Incremental Distance (ft) Incremental Area (ft2) Station Distance Between Points Feet �� Feet Feet Feet Feet Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 92.59 331.29 TOBL - - 0 0 0 0 0 0 0 0 93.61 329.67 - - 0 0 0 0 0 0 93.304314 0 94.58 328.83 bankfull left 94.549289 - 94.549289 328.8545 0 0 0 0 0 0 95.29 328.12 - - 95.29 328.123 0.7315 0.36575 0.7407109 0.270915 0 1.0410307 98.35 327.65 TOE L - - 98.35 327.647 1.2075 0.9695 3.06 2.96667 0 3.0968009 99.39 327.87 - - 99.39 327.872 0.9825 1.095 1.04 1.1388 0 1.0640606 100 327.74 TW - - 100 327.737 1.1175 1.05 0.61 0.6405 0 0.62476 100.13 327.72 - - 100.13 327.716 1.1385 1.128 0.13 0.14664 0 0.1316852 102.11 327.66 TOE R - - 102.11 327.659 1.1955 1.167 1.98 2.31066 0 1.9808203 102.69 328.88 bankfull right - 102.67742 102.67742 328.8545 0 0.59775 0.5674223 0.3391767 0 1.3233247 103.35 329.79 - - 0 0 0 0 0 0 0 0 104.63 330.34 - - 0 0 0 0 0 0 104.18559 0 105.13 331.44 TOBR - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 Pull down orange if more rows needed. - - 01 0 01 0 0 0 01 0 332.00 327.00 1 91.00 93.00 95.00 97.00 Ml 101.00 103.00 105.00 + Cross Section t Bankfull 2 X Bankfull These numbers are taken from the raw data table. There is no need to change these cells Bankfull TOB TW Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 327.7371 94.58 328.828 102.69 328.881 92.59 331.29 105.13 331.439 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station I Elevation Station I Elevation Station Elevation 01 0 01 0 01 0 01 0 01 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station Elevation Stationj Elevation Station Elevation Station Elevation 100 327.737 94.58 328.828 102.69 328.881 92.59 331.29 105.131 331.439 Bankfull Station Elevation 94.54929 328.8545 102.6774 328.8545 2xBankfull Station Elevation 93.30 330.152 104.19 330.152 Error, data needed if red Average Bankfull Elevation (ft) 328.8545 Bankfull Width (ft) 8.128133 Bankfull Area (ft) 7.813362 Bankfull Wetted Perimeter (ft) 9.262482 Bankfull Hydraulic Radius (ft) 0.843549 Low Bank Height (ft) 3.553 verage PIN Elevation t LPIN and RPIN Sta Elev 0 0 0 0 Ea] FStreamMorphology Wbkf = 8.128 Abkf = 7.813 dbkf = 0.961 W/D = 8.456 dmbkf = 1.207 Wfpa = 10.881 ER = 1.339 LBH = 3.553 LBH/dmax 2.942 D50 = Qbkf = DA = Slope = Sinuosity= f red, cross section does not reach )ankfull elevation, add data. Project: Edgedale Location: Cross Section 11 Station: 5+76 Benchmark description: Partial Date: 3/13/2019 USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Back -Sight Height of Instrument Fore -Sight Height "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section 2 X Bankfull Station BS HI I FS Elevation Left End Right End IStation Station 1H] Elevation Elevation from bankfull Incremental Avg. Height (ft) Incremental Distance (ft) Incremental Area (ft2) Station Distance Between Points Feet �� Feet Feet Feet Feet Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 91.07 329.20 TOBL - - 91.07 329.197 0.803 0.4015 91.07 36.564605 0 0 92.89 326.25 TOE L - - 92.89 326.249 3.751 2.277 1.82 4.14414 0 3.4645496 95.25 326.03 - - 95.25 326.025 3.975 3.863 2.36 9.11668 0 2.3706067 97.24 325.38 - - 97.24 325.375 4.625 4.3 1.99 8.557 0 2.093466 100 325.04 TW - - 100 325.038 4.962 4.7935 2.76 13.23006 0 2.780498 102.37 325.04 TOE R - - 102.37 325.037 4.963 4.9625 2.37 11.761125 0 2.3700002 102.74 327.00 - - 102.74 327 3 3.9815 0.37 1.473155 0 1.9975658 103.39 328.00 - - 103.39 328 2 2.5 0.65 1.625 0 1.192686 104.02 329.00 tobr - - 104.02 329 1 1.5 0.63 0.945 0 1.1819052 104.6 330.00 bankfull right - 104.6 104.6 330 0 0.5 0.58 0.29 0 1.1560277 105.14 331.00 - - 0 330 0 0 0 0 0 0 109.97 332.00 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 - - 0 330 0 0 0 0 0 0 Pull down orange if more rows needed. - - 0 330 0 0 0 01 0 0 339.00 334.00 329.00 324.00 90.00 95.00 100.00 105.00 110.00 115.00 + Cross Section t Bankfull 2 X Bankfull These numbers are taken from the raw data table. There is no need to change these cells Bankfull TOB TW Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 325.0381 0 0 104.6 330 91.07 329.197 104.02 329 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station I Elevation Station I Elevation Station Elevation 01 0 01 0 01 0 01 0 01 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station Elevation Station I Elevation Station I Elevation Station I Elevation 1001 325.038 01 0 104.61 330 91.071 329.197 104.021 329 Bankfull Station Elevation 0 330 104.6 330 2xBankfull Station Elevation #NUM! 334.964 0.00 334.964 Error, data needed if red Average Bankfull Elevation (ft) 330 Bankfull Width (ft) 104.6 Bankfull Area (ft) 87.70676 Bankfull Wetted Perimeter (ft) 18.60731 Bankfull Hydraulic Radius (ft) 4.713566 Low Bank Height (ft) 3.962 verage PIN Elevation t LPIN and RPIN Sta Elev 0 0 0 0 PIN Area 0 FStreamMorphology Wbkf = 104.600 Abkf = 87.707 dbkf = 0.838 W/D = 124.747 dmbkf = 4.963 Wfpa = #NUM! ER = #NUM! LBH = 3.962 LBH/dmax 0.798 D50 = Qbkf = DA = Slope = Sinuosity= f red, cross section does not reach )ankfull elevation, add data. Project: Edgedale Station: 6+26 Date: 3/13/2019 Location: Cross Section 12 Benchmark description: Glide USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Station Feet �� Back -Sight BS Feet Height of Instrument HI I Feet Fore -Sight FS Feet Height Elevation Feet "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section Left End Right End Elevation from Incremental Avg. Incremental Incremental Elevation bankfull Height (ft) Distance (ft) Area (ft2) IStation Station 1H] 2 X Bankfull Station Distance Between Points Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 88.93 329.67 - - 0 0 0 0 0 0 0 0 90.75 328.92 TOBL - - 0 0 0 0 0 0 0 0 92 327.45 - - 0 0 0 0 0 0 91.503928 0 93.23 326.99 - - 0 0 0 0 0 0 0 0 96.11 326.12 bankfull left 96.095103 - 96.095103 326.1245 0 0 0 0 0 0 97.36 324.55 TOE L - - 97.36 324.552 1.5725 0.78625 1.2648966 0.9945249 0 2.018098 100 324.21 TW - - 100 324.214 1.9105 1.7415 2.64 4.59756 0 2.6615492 103.82 324.33 TOE R - - 103.82 324.327 1.7975 1.854 3.82 7.08228 0 3.821671 105.7 326.13 bankfull right - 105.69531 105.69531 326.1245 0 0.89875 1.8753052 1.6854306 0 2.5976481 106.68 328.82 TOBR - - 0 0 0 0 0 0 106.39386 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 Pull down orange if more rows needed. - - 01 01 01 0 01 01 01 0 329.00 I i + Cross Section t Bankfull 2 X Bankfull 324.00 88.00 90.00 92.00 94.00 96.00 98.00 100.00 102.00 104.00 106.00 108.00 These numbers are taken from the raw data table. There is no need to change these cells TW Bankfull TOB Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 324.2141 96.11 326.12 105.7 326.129 90.75 328.918 106.68 328.821 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station I Elevation Station I Elevation Station I Elevation 01 0 01 0 01 0 01 0 01 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station Elevation Station I Elevation Station I Elevation 1001 324.214 96.111 326.12 105.7 326.129 90.751 328.918 106.681 328.821 Bankfull Station Elevation 96.0951 326.1245 105.6953 326.1245 2xBankfull Station Elevation 91.50 328.035 106.39 328.035 Error, data needed if red Average Bankfull Elevation (ft) 326.1246 Bankfull Width (ft) 9.600202 Bankfull Area (ft) 14.3598 Bankfull Wetted Perimeter (ft) 11.09897 Bankfull Hydraulic Radius (ft) 1.293796 Low Bank Height (ft) 4.607 verage PIN Elevation t LPIN and RPIN Sta Elev 0 0 0 0 Ea] FStreamMorphology Wbkf = 9.600 Abkf = 14.360 dbkf = 1.496 W/D = 6.418 dmbkf = 1.911 Wfpa = 14.890 ER = 1.551 LBH = 4.607 LBH/dmax 2.411 D50 = Qbkf = DA = Slope = Sinuosity= If red, cross section does not reach bankfull elevation, add data. Project: Edgedale Location: Cross Section 13 Station: 6+90 Benchmark description: Riffle Date: 3/13/2019 USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Station Back -Sight BS Height of Instrument HI I Fore -Sight FS Height Elevation "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section 2 X Bankfull Left End Right End IStation Station 1H] Elevation Elevation from bankfull Incremental Avg. Height (ft) Incremental Distance (ft) Incremental Area (ft2) Station Distance Between Points Feet �� Feet Feet Feet Feet Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 81.54 329.48 - - 0 0 0 0 0 0 0 0 85.06 328.76 - - 0 0 0 0 0 0 0 0 88.97 328.03 - - 0 0 0 0 0 0 0 0 91.49 327.01 - - 0 0 0 0 0 0 91.262483 0 93.14 325.81 - - 0 0 0 0 0 0 0 0 94.18 325.26 TOBL, bankfull left - - 0 0 0 0 0 0 0 0 95.69 324.24 94.559352 - 94.559352 325 0 0 0 0 0 0 96.34 323.26 TOE L - - 96.34 323.256 1.744 0.872 1.7806477 1.5527248 0 2.492437 98.77 323.03 - - 98.77 323.029 1.971 1.8575 2.43 4.513725 0 2.4405796 100 322.90 TW - - 100 322.902 2.098 2.0345 1.23 2.502435 0 1.2365391 102.06 323.26 TOE R - - 102.06 323.258 1.742 1.92 2.06 3.9552 0 2.0905349 103.59 324.25 bankfull right - - 103.59 324.253 0.747 1.2445 1.53 1.904085 0 1.8250822 104.71 326.01 - 104.06672 104.06672 325 0 0.3735 0.4767179 0.1780542 0 0.8861541 105.31 328.16 - - 0 0 0 0 0 0 105.01433 0 105.81 328.438 TOBR - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 Pull down orange if more rows needed. - - 01 01 01 01 01 0 0 0 327.00 322.00 80.00 85.00 90.00 95.00 100.00 105.00 + Cross Section t Bankfull 2 X Bankfull These numbers are taken from the raw data table. There is no need to change these cells Bankfull TOB TW Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 322.9021 94.18 325.256 103.59 324.253 94.18 325.256 105.8 328.438 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station Elevation Station I Elevation Station Elevation Station I Elevation Station I Elevation 01 0 0 -0.256 01 0.747 01 0 01 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station Elevation Station I Elevation Station I Elevation 1001 322.902 94.181 325 103.59 325 94.181 325.256 105.81 328.438 Bankfull Station Elevation 94.55935 325 104.0667 325 2xBankfull Station I Elevation 91.261 327.098 105.011 327.098 Error, data needed if red Average Bankfull Elevation (ft) 325 Bankfull Width (ft) 9.507366 Bankfull Area (ft) 14.60622 Bankfull Wetted Perimeter (ft) 10.97133 Bankfull Hydraulic Radius (ft) 1.331309 Low Bank Height (ft) 2.354 verage PIN Elevation t 1 LPIN and RPIN Sta Elev 0 0 0 0 PIN Area il 0 Stream Morphology Wbkf = 9.507 Abkf = 14.606 dbkf = 1.536 W/D = 6.188 dmbkf = 2.098 Wfpa = 13.752 ER = 1.446 LBH = 2.354 LBH/dmax 1.122 D50 = Qbkf = DA = Slope = Sinuosity= f red, cross section does not reach )ankfull elevation, add data. Project: Edgedale Location: Cross Section 14 Station: 7+33 Benchmark description: Riffle Date: 3/13/2019 USGS Grid Coordinates Plan Sheet Photo Reference Location: North East Ref. No. Permanent Benchmark Elevation: Permanent Benchmark Location: Blue cells are instructions and notes. Please read them. Cross Section taken from left to right looking downstream. Gray cells are outputs and should be left alone. Yellow cells are for data input and manipulation Cells that turn red indicate and error. If you need additional sheets for more cross sections, just create a copy of the sheet by right clicking on the tab at the bottom of this sheet. Back -Sight Height of Instrument Fore -Sight Height "TW", "Bankfull right" and "bankfull left" MUST be entered verbatim this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull Cross Section 2 X Bankfull Station BS HI I FS Elevation Left End Right End IStation Station 1H] Elevation Elevation from bankfull Incremental Avg. Height (ft) Incremental Distance (ft) Incremental Area (ft2) Station Distance Between Points Feet �� Feet Feet Feet Feet Purple rows are for additional data. Start station 0+00 at the first yellow row. Additional data needed if elevation is less than bankfull or 2 x bankfull. Delete values in these columns where the ground elevation falls lower than bankfull outside the bounds of the stated/calculated bankfull station. - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 83.06 327.98 - - 0 0 0 0 0 0 0 0 90.08 326.50 - - 0 0 0 0 0 0 90.08 0 92.8 325.38 - - 0 0 0 0 0 01 0 0 94.13 324.63 TOBL - - 0 0 0 0 0 0 0 0 95.1 323.97 bankfull left - - 95.1 323.974 0 0 0 0 0 0 96.07 322.19 TOE L 95.1 - 96.07 322.189 1.785 0.8925 0.97 0.865725 0 2.0315327 97.72 321.94 - - 97.72 321.944 2.03 1.9075 1.65 3.147375 0 1.6680902 98.28 321.55 - - 98.28 321.548 2.426 2.228 0.56 1.24768 0 0.6858688 100 321.45 TW - - 100 321.445 2.529 2.4775 1.72 4.2613 0 1.7230813 101.43 321.65 TOE R - - 101.43 321.649 2.325 2.427 1.43 3.47061 0 1.4444778 102.42 326.79 TOBR - 101.87738 101.87738 323.974 0 1.1625 0.4473761 0.5200747 102.36401 2.3676508 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 Pull down orange if more rows needed. - - 0 01 0 0 0 0 0 0 326.00 321.00 82.00 87.00 92.00 97.00 102.00 t Cross Section t Bankfull 2 X Bankfull These numbers are taken from the raw data table. There is no need to change these cells TW Bankfull TOB Left Right Left Right Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 321.4451 95.1 323.974 0 0 94.13 324.625 102.42 326.794 You can change the yellow cells below. This is where you can adjust the stations or elevations of the parameters below. The units are +/- feet of offset. The cells can be left blank if you do not wish to make changes. TW Bankfull TOB Left Right Left Right Station Elevation Station I Elevation Station Elevation Station I Elevation Station I Elevation 01 0 01 01 0 01 0 01 0 These are parameters that are used for morphology calculations, after any adjustments below. There is no need to change these cells. TW Bankfull TOB Left Right Left Right Station I Elevation Station I Elevation Station I Elevation Station I Elevation Station I Elevation 1001 321.445 95.11 323.974 01 0 94.131 324.625 102.421 326.794 Bankfull Station Elevation 95.1 323.974 101.8774 323.974 2xBankfull Station Elevation 90.08 326.503 102.36 326.503 Error, data needed if red Average Bankfull Elevation (ft) 323.974 Bankfull Width (ft) 6.777376 Bankfull Area (ft) 13.51276 Bankfull Wetted Perimeter (ft) 9.920702 Bankfull Hydraulic Radius (ft) 1.362078 Low Bank Height (ft) 3.18 verage PIN Elevation t LPIN and RPIN Sta Elev 0 0 0 0 PIN Area 0 FStreamMorphology Wbkf = 6.777 Abkf = 13.513 dbkf = 1.994 W/D = 3.399 dmbkf = 2.529 Wfpa = 12.284 ER = 1.813 LBH = 3.180 LBH/dmax 1.257 D50 = Qbkf = DA = Slope = Sinuosity= f red, cross section does not reach )ankfull elevation, add data. 5700 Edgedale Drive VICINITY MAP Scale: 1 "=400' NOTES: 1. ALL STORM_ SEWER., WATER AND SEDIMENT/ EROSION CONTROLS TO BE BUILT TO CITY OF RALIEGH STANDARDS. 2. CONTRACTOR SHALL 'VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED 48 HOURS PRIOR TO MOBILIZATION ON SITE. NORTH CAROLINA ONE CALL CENTER DIAL 811. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES DURING CONSTRUCTION. 4. ALL AREAS OUTSIDE OF THE TEMPORARY CONSTRUCTION LIMITS TO REMAIN UNDISTURBED. 5. DAMAGED EDGES OF ASPHALT OR CONCRETE SHALL BE SAW CUT PRIOR TO PATCHWORK. 6. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE AMTH CITY OF RALEIGH AND/OR NCDOT STANDARDS, DETAILS AND SPECIFICATIONS. 7. ANY DISTURBANCE WITHIN THE RIGHT OF WAY WILL BE REQUIRED TO BE REPLACED TO CITY OF RALEIGH AND/OR NCDOT STANDARDS AND INSPECTED. 8. PROJECT CONTACT: ANA JARAMILLO. ANA.JARAl\1ILL O(a-RALEIGHNC.GOV. 919-996-4028 Plans Prepared By: Becky L. Ward, P.E. 13344 a 4 6�•., FNG I t�E�� . P4�e, Right -of -Way Obstruction Notes: IJECT ATION • Street, Lane, and Sidewalk closures or detours: Prior to any work that impacts the right-of-way or closing of any street, lane, or sidewalk, the contractor must apply for a permit with Right -of -Way Services. A permit request with a traffic control and/or pedestrian plan shall be submitted to rightofwayservicestaraleiehnc.gov at www.raleighnc.gov, Keyword "Right -of -Way Services. • Prior to the start of work, the Client shall schedule a Pre -Construction meeting with the Engineering Inspections Coordinator to review the specific components of the approved plan, and ensure all permits are issued. • The City of Raleigh requires an approved Right -of -Way Obstruction Permit for work on any public street or sidewalk and NCDOT road within Raleigh's Jurisdiction. • All Traffic Control 5ignage and practices shall adhere to the Manual on Uniform Traffic Control, and the latest edition of the NCDOT "Standard Specification for Roadway Structures", NCDOT "Roadway Standard Drawing Manual", and the NCDOT supplement to the MUTCD. • All public sidewalks must be accessible to pedestrians who are visually impaired and/or people with mobility concerns. Existing and alternative pedestrian routes during construction shall be required to be compliant with the Public Rights of Way Accessibility Guidelines (PROWAG), the ADA Standards for Accessible Design and the Manual on Uniform Traffic Control Devices (MUTCD). • All permits must be available and visible on site during the operation. IMMONS GROUP00 THIS DRAWING PREPARED AT THE RALEIGH OFFICE 5410 Trinity Road, Suite 102 1 Raleigh, NC 27607 TEL 919.866.4951 FAX 919.833.8124 www.timmons.com North Carolina License No. C-1652 Contact —Becky L. Ward P.E., Becky.Ward®Timmons.com CITY OF RALEIGH PROJECT MANAGER DALE HYATT, P.E. (919)996-3940 P.O. BOX 590 RALEIGH, NC 27602 Portal Email: Dale.hyatt@raleighnc.gov PUBLIC WORKS DEPARTMENT CITY MANAGER RUFFIN L. HALL PROJECT SURVEY DATA FOR 5700 EDGEDALE DRIVE PROVIDED BY: RWK, PA ENGINEERING AND SURVEYING DATUM: HORIZONTAL NAD83 VERTICAL NAVD88 SUPPLEMENTAL DATA COLLECTED BY: TIMMONS GROUP (FORMERLY WARD CONSULTING ENGINEERS, P.C.) OF- R,4(F �j Construction Plans Sheet Index 1. Title Sheet 2. Construction Sequence, General Notes and Typical Sections 3. Existing Conditions and Demolition Plan 4. Erosion Control Plan - Upper Reach 5. Erosion Control Plan - Lower Reach 6. Proposed Plan and Profile - Upper Reach 7. Proposed Plan and Profile - Lower Reach 8. Proposed Cross Sections 9. Proposed Cross Sections 10. Stabilization Plan - Upper and Lower Reach 11. Erosion Control Details 12. Storm and Stream Details MAYOR MARY-ANN BALDWIN 5700 Edgedale Drive PUBLIC IMPROVEMENT QUANTITY TABLE Phase Number (s) PHASE I PHASE 2 PHASE 3 Number of Lot (s) 0 0 0 Lot Number (s) by Phase 0 0 0 Number of Units 0 0 0 Livable Buildings 0 0 0 Open Space 0 0 0 Number of Open Space Lots 0 0 0 Public Water (LF) 0 0 0 Public Sewer (LF) 0 0 0 Public Street (LF) — FULL 0 0 0 Public Street (LF) —PARTIAL 0 0 0 Public Sidewalk (LF) 0 0 0 Street Signs (LF) 0 0 0 Water Service Stubs 0 0 0 Sewer Service Stubs 0 0 0 PON PROPERTY TABLE FOR PROJECT DATA SHEET PARCEL ID NUMBER (PIN) STREETADDRESS CITY STATE ZIP 796576883 5804 HEDGEMOOR DR RALEIGH NC 27612 796577925 5808 HEDGEMOOR DR RALEIGH NC 27612 796578887 5703 EDGEDALE DR RALEIGH NC 27612 796579882 5701 EDGEDALE DR RALEIGH NC 27612 796671867 5700 EDGEDALE DR RALEIGH NC 27612 796672918 5704 EDGEDALE DR RALEIGH NC 27612 796675326 5607 LAMBSHIRE DR RALEIGH NC 27612 796673949 5805 BAYBERRY LN RALEIGH NC 27612 796674956 5801 BAYBERRY LN RALEIGH NC 27612 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS. ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer and/or reuse, as approved in these plans, is responsible for contacting the ENGINEERING SERVICES at (919) 996-2409, and the PUBLIC UTILITIES DEPARTMENT at (919) 996-4540 at least twenty fourhours prior to beginning any of their construction. FAILURE to notify both City Departments in advance of beginning Construction, will result in the issuance of monetary fines, and require reinstallation of any water or sewer facilities not inspected as a result of this notification failure. FAILURE to call for Inspection, Install a Downstream Plug, have Permitted Plans on Job site, or any other Violation of City of Raleigh Standards will result in a Fine and Possible Exclusion from future work in the City of Raleigh. CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY PERMIT SET SHEET NO. 1 CONSTRUCTION SEQUENCE - GENERAL: 1. OBTAIN A LAND DISTURBING PERMIT. 2. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCGO10000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT. 3. PRIOR TO BEGINNING CONSTRUCTION, CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT (919) 279-1308 TO SCHEDULE AN ON -SITE PRECONSTRUCTION MEETING. 4. GROUND COVER SHALL BE PROVIDED AS FOLLOWS: a. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (14) DAYS. b. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY. c. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION. 5. INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION, OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. 6. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY STORMWATER INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION. CONTACT THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT (919) 279-1308 TO REQUEST AN INSPECTION AND OBTAIN A STORMWATER INSPECTOR'S SIGN -OFF ON THE PLANS OR AN APPROVED FIELD REVISION. 7. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS. UPPER REACH 8. MOBILIZE TO THE UPPER REACH OF THE STREAM AT 5804 HEDGEMOOR DRIVE. 9. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES IN THE UPPER REACH AND THE CONSTRUCTION ENTRANCE AND SILT FENCING AROUND THE STOCKPILE AREA AT 5700 EDGDALE. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES. 10. CALL THE RAPID RESPONSE NUMBER (919) 857-4412 TO SCHEDULE A STORMWATER SITE INSPECTION. 11. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY. 12. REMOVE AND STORE EXISTING WOODEN FENCE AT 5804 HEDGEMOOR DRIVE AND INSTALL TEMPORARY FENCE FOR POULTRY CONTAINMENT. 13. REMOVE AND STORE EXISTING WIRE FENCE AT 5703 EDGEDALE DRIVE. 14. PERFORM CLEARING, GRUBBING, AND DEBRIS REMOVAL AS SHOWN ON THE PLANS. 15. INSTALL STREAM PUMP AROUND TO PROTECT WORK AREA ALONG BANK. 16. INSTALL TEMPORARY BRIDGE MATS. 17. REMOVE EXISTING 48-INCH PIPE AND INSTALL JUNCTION BOX AND NEW 48-INCH PIPE OUTLET. 18. REMOVE EXISITNG 30-INCH PIPE AND EXISITNG BERM. GRADE STREAM BANK TO DIMENSIONS AS SHOWN ON PLAN. EXCESS EXCAVATED MATERIAL TO BE STOCKPILED FOR USE IN THE LOWER REACH. STOCKPILE LOCATED AT 5700 EDGEDALE DRIVE. 19. CONSTRUCT STREAM IMPROVEMENTS FROM UPSTREAM TO DOWNSTREAM. INSTALL STREAM TO CONTOUR AND CROSS SECTION DIMENSIONS AS SHOWN ON THE PLANS. INSTALL PIPE OUTLET RIPRAP, ROCK TOE, CONSTRUCTED RIFFLES, SEED AND MAT TO STABILIZING STREAM BANK DISTURBED AREAS DAILY AS WORK PROGRESSES. 20. COMPLETE GRADING, SEEDING AND MATTING TO STABILIZE GRADES AREAS OUTSIDE OF THE STREAM BANKS WITHIN THE FLOODPLAIN. 21. SEED ALL DISTURBED NON -PAVED AREAS. SEEDING AND MULCHING PER THE APPROVED PLANS AND SPECIFICATIONS. 22. INSTALL WOODY VEGETATION AS CALLED FOR ON THE PLANTING PLAN. 23. RE -INSTALL FENCING AND REPLACE DAMAGED CONCRETE DRIVEWAY SECTIONS AT 5804 HEDGEMOOR DRIVE. LOWER REACH 24. MOBILIZE TO THE LOWER REACH OF THE STREAM AT 5700 EDGEDALE DRIVE. 25. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES FOR THE LOWER REACH. LIMIT CLEARING ANC LAND DISTURBING ACTIVITY TO THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES. 26. CALL THE RAPID RESPONSE NUMBER (919) 857-4412 TO SCHEDULE A STORMWATER SITE INSPECTION. 27. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY. 28. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES AS CALLED FOR ON THE PLANS IN COORDINATION AND APPROVAL OF THE CITY/PROJECT MANAGER; INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AND DEVICE AFTER EACH RAIN EVENT AND FOR THE DURATION OF CONSTRUCTION. 29. REMOVE AND STORE EXISTING WOODEN FENCE AT 5700 EDGEDALE DRIVE. 30. PERFORM CLEARING, GRUBBING, AND DEBRIS REMOVAL AS SHOWN ON THE PLANS. 31. INSTALL STREAM PUMP AROUND TO PROTECT WORK AREA. 32. INSTALL TEMPORARY BRIDGE MATS. 33. REMOVE PORTION OF DRIVEWAY AT 5700 EDGEDALE DRIVE AS SHOWN ON PLANS. 34. EXCAVATE AND DISPOSE OF EXISTING 36-INCH PIPE. 35. INSTALL 48-INCH RCP AND HEADWALLS AS SHOWN ON THE PLANS. 36. CONSTRUCT STREAM IMPROVEMENTS FROM UPSTREAM TO DOWNSTREAM. INSTALL STREAM TO CONTOUR AND CROSS SECTION DIMENSIONS AS SHOWN ON THE PLANS. INSTALL PIPE OUTLET RIPRAP, ROCK TOE, CONSTRUCTED RIFFLES, SEED AND MAT TO STABILIZING STREAM BANK DISTURBED AREAS DAILY AS WORK PROGRESSES. 37. COMPLETE GRADING, SEEDING AND MATTING TO STABILIZE GRADES AREAS OUTSIDE OF THE STREAM BANKS WITHIN THE FLOODPLAIN. 38. SEED ALL DISTURBED NON PAVED AREAS. SEEDING AND MULCHING PER THE APPROVED PLANS AND SPECIFICATIONS. 39. INSTALL WOODY VEGETATION AS CALLED FOR ON THE PLANTING PLAN. 40. REPLACE CONCRETE DRIVEWAY AT 5700 EDGEDALE DRIVE. 41. SITE COMPLETION 42. ONCE GRADING IS COMPLETE AND THE SITE IS STABILIZED, CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT (919) 279-1308 TO REQUEST AN INSPECTION AND OBTAIN APPROVAL TO REMOVE TEMPORARY MEASURES. DO NOT REMOVE TEMPORARY MEASURES WITHOUT PRIOR STORMWATER INSPECTOR APPROVAL. 43. ONCE GRADING IS COMPLETE, TEMPORARY MEASURES ARE REMOVED, AND THE SITE IS STABILIZED, CALL THE RAPID RESPONSE NUMBER (919) 857-4412 TO SCHEDULE A STORMWATER FINAL INSPECTION. 44. COMPLETE AS -BUILT SURVEY. GENERAL NOTES: 1. FENCES: THE CONTRACTOR SHALL REMOVE AND RESET ALL FENCES AS NOTED IN THE PLANS AND/OR AS DIRECTED BY THE ENGINEER. THE EXACT LOCATION AND DIMENSIONS OF THE THESE ITEMS TO BE REMOVED OR DISTURBED DURING CONSTRUCTION SHALL BE RECORDED AND PHOTOGRAPHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. TREES, SHRUBS, AND HEDGES: THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF THE LIMITS OF DISTURBANCE. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. TREE ROOTS EXPOSED AND/OR DAMAGED DURING CONSTRUCTION SHALL BE PRUNED USING EQUIPMENT SPECIFICALLY DESIGNED FOR PRUNING. ALL PRUNING SHALL BE ACCOMPLISHED BY AN ISA CERTIFIED ARBORIST. 3. GRASSED SURFACE RESTORATION: ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION ARE TO BE SEEDED AND MULCHED PER THE SPECIFICATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. 4. STOCKPILE AREAS: ALL STOCKPILE AREAS SHALL BE AT LEAST 50 FEET FROM ANY STREAM OR STORMWATER STRUCTURE AND SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES. 5. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH AND/OR NCDOT STANDARD DETAILS AND SPECIFICATIONS. 6. ANY DISTURBANCE WITHIN THE RIGHT-OF-WAY WILL BE REQUIRED TO BE REPLACED TO THE CITY OF RALEIGH AND/OR NCDOT STANDARDS AND INSPECTED. 7. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE LATEST CITY OF RALEIGH STANDARD DETAILS AS FOUND ON THE CITY WEBSITE: HTTP://WWW.RALEIGHNC.GOV/BUSINESS/CONTENT/PLANDEV/ARTICLES/DEVSERV/DRAWINGSSTANDARDDETAILSINDEX.HTML H U Z w w� � J zQ 0 _ _� aJ � w �Z z COIR FIBER MATTING N TYP. BOTH SIDES 9.0' 1.6' 1 BANKFULL DEPTH 3.5' 2. 0' TYPICAL RIFFLE SECTION 1A SCALE: NOT TO SCALE A=8.8 ft2 1 Wbkf=9 ft. dmax=1.6 ft. dbkf=0.98 ft. S=0.02 ft./ft. 3.5' 4.5' 'PER REACH) =10.5 ft. =13 ft2 =1.24 ft. amax=2 ft. S=0.036 ft./ft. TYPICAL RIFFLE SECTION (LOWER REACH) SCALE: NOT TO SCALE COIR FIBER MATTING INSIDE 14.5' (VARIES) 2.5' BANKFULL DEPTH OUTS 7.5' 1.0' 5.0' 8.0' 15.5' TYPICAL POOL SECTION (UPPER REACH) SCALE: NOT TO SCALE °m��C.A No �aeaaaaaa�' ZZ Eta 13344 IZ �.0 ` ;_ O U r� Ui O C: o N !_ = z ,c CM Q Z U 0 NJ a 0 LU U. 0� a..a z d LL N LU O2 MM N a2�o0 U �U -Ecj� -Tj Z J 2 Q a Q o <�fuu- 170 o U _ '' o F- Liz O 00 Lna) J W H- Wbkf=14.5 ft. max (varies) > Abkf=79.4' max dmax=2.5 ft. Amax=25.5 ft2 Wbkf=16 ft. max (varies) dmax=3 ft. TYPICAL POOL SECTION (LOWER REACH) SCALE: NOT TO SCALE CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. 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SECURE EACH END OF WIRE WITH SCREW EYEBOLTS. 2x4 TREATED WOOD STRINGER AND BRACE (TYP.) / TOENAIL BRACE / TO STRINGER 6 x 6 TREATED WOOD POST (TYP.) 2 x 6 TREATED WOOD CROSS BRACE (TYP.) NOTES: 1. UNDERGROUND UTILITY LOCATIONS APPROXIMATE. CONTRACTOR TO VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION. 2. MORPHOLOGICAL DATA COLLECTED BY: WARD CONSULTING ENGINEERS, P.C. 4805 GREEN ROAD, SUITE 100 RALEIGH, INC 27616 3. PROPERTY BOUNDARY SHOWN BASED ON PLANEMETRICS EXCEPT WHERE EIP LOCATED BY SURVEYOR. 4. PROPERTY TOPOGRAPHIC SURVEY BY: RWK, PA ENGINEERING AND SURVEYING DATUM: HORIZONTAL NAD83 VERTICAL NAVD88 PLAN VIEW - SCALE 1"=30' 65' WOODED BUFFER CONTROL POINT NORTHING EASTING ELEVATION DESCRIPTION TBM 1 767860.9250 2095555.8000 366.79' PK GIPS TBM 2 767935.2750 2095848.6770 353.70' TBM SPIKE TBM 3 767903.7590 12096258.03101 333.58' 1 TBM SPIKE LEGEND: -3��- EXISTING SURVEYED CONTOURS 0 358 NC FLOOD MAP CONTOURS zo — — PROPERTY LINE — — — — BUFFER LIMITS ss ss EXISTING SANITARY SEWER FG EXISTING FIBER OPTIC GRADE EXISTING TELEPHONE 1/2" SLOPE PLACE LOWER END OF BRACE TOWARDS THE HINGE, NOT THE LATCH '' q EXISTING ELECTRIC COMPACTED SUBGRADE, TYP. CONCRETE FOUNDATION, TYP. ' 6" GRAVEL BASE EXISTING STREAM CENTERLINE INSIDE VIEW EXISTING TOP OF BANK N.T.S. 4 LOD LOD LIMITS OF DISTURBANCE CITY OF RALEIGH 0 TBM DEPARTMENT OF PUBLIC UTILITIES TREE REMOVAL WOODEN FENCE GATE REMOVAL ITEMS DWG. NO. REV1510N5 I DATE REV151ON5 DATE CRZ CRITICAL ROOT ZONE 5-5 2 J.P.S. 3-1 4- 1 1 — — 65' WOODED BUFFER TREE LEGEND: PINE PINE POP POPLAR OAK OAK M MAPLE CHY CHERRY SG SWEET GUM ASH ASH BIR BIRCH - 'Op l 11 �- •--• -----_ - - - - ------ '-------_ _ _ _ \ �/,' s :�'.-' / :`✓---------------------------------- \ \\ \ I Rti4 Y k..F� NAG'H ` I r \ \ \ \ \ \ I I I YT41F� X AFIlFffNACHT \ \ \ `� \ \\\ i / i /F 11P.. / ,79,667.g265-- _-_- `---_ \ \� \ \ \ \\11 till /11 1 \V/ / I 1 I / 5607 LAMBSHIRE DR. INSET 1 "=100' 100 50 0 100 200 PLAN VIEW - SCALE 1"=100' 6 ' WOODED�,`BFFER /' /-'--- SEE INSET FOR ENTIRE PROPERTY VIEW CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY �( �111111ff,, SEAL 13344 a O 4. ,/111fLYN14S %%%`% E 0 U r� Ui 0 0 0 E N E Lu z a N Ln CM Q .�, 5 U 0UIYNz Q LL-CIO Q" OEM � z O LU a a z J� U, ru � U X - Q a W a Q o U 0 Ln z Q, L L L.D IJ I o cc) w lY Ln rn J w H- U) 0 C7 O H 0 > Lu w U 0 z 0 cn DATE 2-3-2020 0 } DRAWN BY S. VANDERGRIFT DESIGNED BY CHRIS ROGERS CHECKED BY BECKY L. WARD SCALE AS NOTED z Q > z O I-� N 0 N I O w ~ z � LU J 0 O o Q Lu 0 Y z W I (�� V �z (DO QLU J I --I LLJ C) LL o z 0�0 U \O 1 � rn V 2!L /� 1 ~ Ln 1_ - LU JOB NO. 44363.002 SHEET NO. 3 WOODEN FENCE GATE SCALE: NOT TO SCALE PERMIT SET 5 \CURB INLET PUMP EMBEDDED ENERGY / 0-1 / / ♦ 14" A4� PROPOSED 1 DISSIPATER PAD/ - - 1 /�i ♦/I- - ROCKTOE 12 EXISTING 1 ROPOSED i/ 5' BO_XyVIRE 12 ROCKTOE /1 / / / I/ �� \ CONSTRUCTERS., 3 I OAK�fd�E ./-- --' RIFFLE 12 9' --------__-_—__--_—_ _------�--`�--------- to / /' �/` l °o-1 \cO� JOAR♦ �`i�-ssX---------- —-------------- ---------- /PROPOSED ----------- 48" RCP i / COOP �S , �` �;`(\\,,, - CONCRETE DR,I E -- ' / -�-- / 16"9BL /x 19"OAK// OA 8"OAK - -0 / / Gg2E I } /� k5 _ — 1 A6' ' \ �° PROPOSED 1 \ „ 8"CHE RY 22"OAK--1,� �11 CEpAFj I s A � ROCKTOE 12 , SS S / LL/ �"OAK / 8"CHERIRY / s�� =x x\\ \ 'q�� I . �3g? oo :3A \` CLASS IIUDAF��, / 11 "CMtRRY / 10 OAK14 "MAG CM \�� x 1 $ } 14"OAK / H L I \ \ Qy _ � x / - 3 3 ` X ' -11 CHERRY / / ` \ \ -� k 'o'er-C_ 1 - 4 �^ \ 1 I � � - \ 5"POP 4 10 K O 9\ 'J"CEDAJ 113"CHE�2RY o`o I\ \ \ k \ +'\— X p, i , s„ M �i �i \ 348 -.@-CEDAR ��. of ji ---�350�_ \ x y _ \ _ `\ \,op� , I \r 3 CHECK DAM - J ao, 1� �� Do, /ki' /1i 1\ `� , /13POP 6"OA �3 \\oo>1„OA p, 1 1 /��%/ 97\E I r o\\ \ I I /\ \\ \ a�GY�� +`\ 6„CM 'SM �\ 12"SYC N I C�NSTRUCrfION 1 0 1 ffi-1 i; �'T � \ , \ , CIO o ` I I ACCES$ �'I � NG�� \ 8 OAK 20"POP\ e _ „OAK -I- _= 3 '34 � 5 \ o c �CONCRETE (DRIVE�cl AYSYc °o ),C�)�C �`R 3A? 10„oA \` �\ �/ I I' �' IT �� iy /hoe ♦ �2"B 2CC X — x \\ I 1 'r' oD� ro LOD D LOD LODE— D I LOD♦ X �'� \1 1 \ 1 PROPOSED <oo `\ 1 • .- / ' , �� \'° I II II !`��' 1 0�� .1 PROPOSED% \♦ x I \\\ I\ 1\ j 2 ROCKTOE \ °a `► 3�/�'� \ I o 1 t 1 I x �� JUNCTION BOX\\ \\ \\ \\ \� CLASS I \\ AR m \ I �`\ I \ \ \ :>\ \ 16"OAK*, \\\ /I !� i��' � x\ I \ \ \ \ _\_ 15"6,AK� X I L LOD 1 CONSTR CTION `� �� I' \\ 6"° K� `\\ \\ \ \ A� 1s"oA\ \\ ! _` �--- ,� �� P sc---\\ \ "H\OLL`� \ 1 1 ENTRANCE 1 4' \ \7'oA4� 25 x12 ��ff 11 i% 1 +`\�7"RoP I OAK 1--------�A�H% \ \ \ OAK _ 6"B1RCH PROPOSED \\ 8,P -3SQ� --- J-------� % - - -- _ J 3�\\ STREAM BUFFERS \ ♦ - - ---- _:/' - "�s"ox4r\ ��. I \ I 1 I 4 TEMPORARY �.-- --- -- -----\ `\ \1oto- I 1 \ 23"PINE �! __�-- \ \ \\ EXISTING \ \ 12 TREAM CROSSING / 17"oAK Q[\K \\\ � -1 I \ 1 PROPOSE --- "---- \ 1 I 1 STREAM BUFFERS / \ , �2 ROCKTOE -''. ____ OAK-_--- \.�oAK•\\ \ \ \� 1` li I PLAYGROUND } .\ \\\ i 6„oats\ �s�\ CLASS II �~=----------- � � ----- `\ 10\/1A — '`f `K I ---_______________—\\ —--\ \----- \ 1 \c„POP\\ /` - - - - - - \ \ -r\�, 6"CHERRY `\\x— Al 6'A0P y`�\ X 16 PINE `\ 10"P9P__ \ I20"PINE /' \ — — — ►---.\ \\ \\ \\1.0_'k4E8"HL 13"C AR X 8"CEDAR x x 6"CMS �\\� 16"1NF\ 1"PINE ------ \` ------ \=---- I \ 1 "OAK \ 1" \\ - _ \\ AAK \�----- \ ----- —=_--- _ / EIP 21 OAK-- _------- \ \\------------------- T O \ 1--- ---� �ii'SZ`R _---16' IP NE \ \\ EIP \----- ---- =� \ TV ' S SS s �s ss SS ss ss_ _ �s —� s� ss ss —Iss s�� ss AN 7 _ Ss — ss ss C\s ss I ss SS ss— ss ss ss ss ss ss s$ ss ss ss S$\ = ss ss ss ss —SSA ss — -- ----- ti ---- ----- \ PP\\ -1 -----_ - - I - I------------------------- �----------- r-'-------_= _ _-_------ =��-------- ------ I - Co---- 1-----\— \\ 20 10 0 20 40 ACTIVE WORK ZONE 250' MAX DISCHARGE WITH STABLE OUTLET (NOTE 3) OR ON BEDROCI SUMP HOLE OR POOL I F404 INTAKE HOSE III DISCHARGE \ \ HOSE DEWATERING \ SEDIMENT —FLOC SPECIAL STILLING BASIN DIVERSION PUMP BA WITH ROCK PAD SE PFLOW NOTES: 1. WORK AREA TO BE STABILIZED AT THE END OF EACH WORK DAY. 2. ROCK SILT SCREENS REQUIRED FOR PUMP AROUND OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING. 3. STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNEL FOR ENERGY DISSIPATION AND 45• ELBOW INSTALLATION AT THE END OF THE PIPING SO THAT THE WATER DISCHARGES VERTICALLY UP IN THE AIR. THE OUTLET WILL BE APPROVED BY THE DESIGNER PRIOR TO PUMPING. TYPICAL PUMP AROUND OPERATION SCALE: NOT TO SCALE PLAN VIEW - SCALE 1"=20' Table 6.10a Temporary Seeding Specifications for Winter and Early Spring Seeding Mixture Spedes Rate (lb/acre) Rye Grain 120 Seeding Dates Mountains >2500 ft. 15-Feb to 15-May <2500 ft. 1-Feb to 1-May Piedmont 1-Jan to 1-May Coastal Plain 1-Dec to 15-Apr Soil Amendments Follow recommendations of soil tests or apply 2 ton/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer Mulch Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch anchoring tool. Use 400 gallons of tack per acre or straw covered with pinned netting. Maintenance Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or damage. Table 6.10a Temporary Seeding Specifications for Summer Seeding Mixture Spedes Rate (lb/acre) German Millet 40 In the Piedmont and Mountains, a small -stemmed sundangrass may be substituted at a rate of 50lb/acre. Seeding Dates Mountains 15-May to 15-Aug Piedmont 1-May to 15-Aug Coastal Plain 15-Apr to 15-Aug Soil Amendments Follow recommendations of soil tests or apply 2 ton/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer Mulch Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch anchoring tool. Use 400 gallons of tack per acre or straw covered with pinned netting. Maintenance Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or damage. Table 6.10a Temporary Seeding Specifications for Fall Seeding Mixture Spedes Rate (lb/acre) Rye Grain 120 In the Piedmont and Mountains, a small -stemmed sundangrass may be substituted at a rate of 50lb/acre. Seeding Dates Mountains 15-Aug to 15-Dec Coastal Plain and 15-Aug to 30-Dec Piedmont 15-Aug to 30-Dec Soil Amendments Follow recommendations of soil tests or apply 2 ton/acre ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer Mulch Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch anchoring tool. Use 400 gallons of tack per acre or straw covered with pinned netting. Maintenance Repair and refertilize damaged areas immediately. Topdress with 50lb/acre of nitrogen in March. If it is necessary to extent temporary cover beyond June 15, overseed with 50lb/acre Kobe (Piedmont and Coastal Plain) late February or early March TEMPORARY SEEDING SPECIFICATIONS SCALE: NOT TO SCALE LIMITS OF DISTURBANCE = 0.27 AC., 11,995 SF. UPPER REACH LEGEND: --353- EXISTING SURVEYED CONTOURS 358 NC FLOOD MAP CONTOURS - - - - - - - - BUFFER LIMITS — ss S EXISTING SANITARY SEWER — GAS C EXISTING GAS LINE w w — EXISTING WATERLINE OHE EXISTING OVERHEAD ELECTRIC ------------- PROPOSED CENTERLINE OF STREAM — — — — EXISTING TOP OF BANK — LOD LOD— LIMITS OF DISTURBANCE \l TREE REMOVAL TP TP TREE PROTECTION PROPOSED CONSTRUCTED RIFFLE CONSTRUCTION ENTRANCE CHECK DAM NZ7 INLET PROTECTION CONSTRUCTION ACCESS C700 MATTING PROPOSED ROCKTOE/RIRPAP 358 PROPOSED CONTOURS ------ EXISTING STREAM BUFFERS PROPOSED STREAM BUFFERS CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY PERMIT SET 0 U C o � o E N E Lu z + N = Ln < U LU d LL LU 0N Oo Q) cr_ M N a2'�oD U L-� zJU�� <aQ o o�rULL ro ootf Ln U Lr) _ O L L.0 z C) 0 00 � rn LA a) J LU H- Ln O 0 0 LLJ Lu U z O 0 CL O W z 0 I- a U LU 0 z 0 In LU LU 0 DATE 2-3-2020 DRAWN BY S. VANDERGRIFT DESIGNED BY CHRIS ROGERS CHECKED BY BECKY L. WARD SCALE 1 "=20' LU U > w 11_4 N 0. Ce Q N Ll 0- M � LU J0 o z Q Q < 0- LU ! J v � Q � w _J z LU � LL_ U 0 � Z O U O O u 1 LU JOB NO. 44363.002 SHEET NO. 4 CONSTRUCTION SEQUENCE - GENERAL: 1. OBTAIN A LAND DISTURBING PERMIT. 2. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCGO10000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT. 3. PRIOR TO BEGINNING CONSTRUCTION, CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT (919) 279-1308 TO SCHEDULE AN ON -SITE PRECONSTRUCTION MEETING. 4. GROUND COVER SHALL BE PROVIDED AS FOLLOWS: a.FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (14) DAYS. b.PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY. c.ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION. 5. INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION, OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. 6. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY STORMWATER INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION. CONTACT THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT (919) 279-1308 TO REQUEST AN INSPECTION AND OBTAIN A STORMWATER INSPECTOR'S SIGN -OFF ON THE PLANS OR AN APPROVED FIELD REVISION. 7. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS. UPPER REACH 8. MOBILIZE TO THE UPPER REACH OF THE STREAM AT 5804 HEDGEMOOR DRIVE. 9. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES IN THE UPPER REACH AND THE CONSTRUCTION ENTRANCE AND SILT FENCING AROUND THE STOCKPILE AREA AT 5700 EDGDALE. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES. 10. CALL THE RAPID RESPONSE NUMBER (919) 857-4412 TO SCHEDULE A STORMWATER SITE INSPECTION. 11. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY. 12. REMOVE AND STORE EXISTING WOODEN FENCE AT 5804 HEDGEMOOR DRIVE AND INSTALL TEMPORARY FENCE FOR POULTRY CONTAINMENT. 13. REMOVE AND STORE EXISTING WIRE FENCE AT 5703 EDGEDALE DRIVE. 14. PERFORM CLEARING, GRUBBING, AND DEBRIS REMOVAL AS SHOWN ON THE PLANS. 15. INSTALL STREAM PUMP AROUND TO PROTECT WORK AREA ALONG BANK. 16. INSTALL TEMPORARY BRIDGE MATS. 17. REMOVE EXISTING 48-INCH PIPE AND INSTALL JUNCTION BOX AND NEW 48-INCH PIPE OUTLET. 18. REMOVE EXISITNG 30-INCH PIPE AND EXISITNG BERM. GRADE STREAM BANK TO DIMENSIONS AS SHOWN ON PLAN. EXCESS EXCAVATED MATERIAL TO BE STOCKPILED FOR USE IN THE LOWER REACH. STOCKPILE LOCATED AT 5700 EDGEDALE DRIVE. 19. CONSTRUCT STREAM IMPROVEMENTS FROM UPSTREAM TO DOWNSTREAM. INSTALL STREAM TO CONTOUR AND CROSS SECTION DIMENSIONS AS SHOWN ON THE PLANS. INSTALL PIPE OUTLET RIPRAP, ROCK TOE, CONSTRUCTED RIFFLES, SEED AND MAT TO STABILIZING STREAM BANK DISTURBED AREAS DAILY AS WORK PROGRESSES. 20. COMPLETE GRADING, SEEDING AND MATTING TO STABILIZE GRADES AREAS OUTSIDE OF THE STREAM BANKS WITHIN THE FLOODPLAIN. 21. SEED ALL DISTURBED NON -PAVED AREAS. SEEDING AND MULCHING PER THE APPROVED PLANS AND SPECIFICATIONS. 22. INSTALL WOODY VEGETATION AS CALLED FOR ON THE PLANTING PLAN. 23. RE -INSTALL FENCING AND REPLACE DAMAGED CONCRETE DRIVEWAY SECTIONS AT 5804 HEDGEMOOR DRIVE. LOWER REACH 24. MOBILIZE TO THE LOWER REACH OF THE STREAM AT 5700 EDGEDALE DRIVE. 25. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES FOR THE LOWER REACH. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES. 26. CALL THE RAPID RESPONSE NUMBER (919) 857-4412 TO SCHEDULE A STORMWATER SITE INSPECTION. 27. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY. 28. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES AS CALLED FOR ON THE PLANS IN COORDINATION AND APPROVAL OF THE CITY/PROJECT MANAGER; INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AND DEVICE AFTER EACH RAIN EVENT AND FOR THE DURATION OF CONSTRUCTION. 29. REMOVE AND STORE EXISTING WOODEN FENCE AT 5700 EDGEDALE DRIVE. 30. PERFORM CLEARING, GRUBBING, AND DEBRIS REMOVAL AS SHOWN ON THE PLANS. 31. INSTALL STREAM PUMP AROUND TO PROTECT WORK AREA. 32. INSTALL TEMPORARY BRIDGE MATS. 33. REMOVE PORTION OF DRIVEWAY AT 5700 EDGEDALE DRIVE AS SHOWN ON PLANS. 34. EXCAVATE AND DISPOSE OF EXISTING 36-INCH PIPE. 35. INSTALL 48-INCH RCP AND HEADWALLS AS SHOWN ON THE PLANS. 36. CONSTRUCT STREAM IMPROVEMENTS FROM UPSTREAM TO DOWNSTREAM. INSTALL STREAM TO CONTOUR AND CROSS SECTION DIMENSIONS AS SHOWN ON THE PLANS. INSTALL PIPE OUTLET RIPRAP, ROCK TOE, CONSTRUCTED RIFFLES, SEED AND MAT TO STABILIZING STREAM BANK DISTURBED AREAS DAILY AS WORK PROGRESSES. 37. COMPLETE GRADING, SEEDING AND MATTING TO STABILIZE GRADES AREAS OUTSIDE OF THE STREAM BANKS WITHIN THE FLOODPLAIN. 38. SEED ALL DISTURBED NON PAVED AREAS. SEEDING AND MULCHING PER THE APPROVED PLANS AND SPECIFICATIONS. 39. INSTALL WOODY VEGETATION AS CALLED FOR ON THE PLANTING PLAN. 40. REPLACE CONCRETE DRIVEWAY AT 5700 EDGEDALE DRIVE. 41. SITE COMPLETION 42. ONCE GRADING IS COMPLETE AND THE SITE IS STABILIZED, CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT (919) 279-1308 TO REQUEST AN INSPECTION AND OBTAIN APPROVAL TO REMOVE TEMPORARY MEASURES. DO NOT REMOVE TEMPORARY MEASURES WITHOUT PRIOR STORMWATER INSPECTOR APPROVAL. 43. ONCE GRADING IS COMPLETE, TEMPORARY MEASURES ARE REMOVED, AND THE SITE IS STABILIZED, CALL THE RAPID RESPONSE NUMBER (919) 857-4412 TO SCHEDULE A STORMWATER FINAL INSPECTION. 44. COMPLETE AS -BUILT SURVEY. _-----------''/ / / CONSTRUCTION- _ 1- / I ENTRANCE 11 \ / /' /'� -11 L 25'X12' tK S EXISTING I-- SS , ---------'' / ► T �,' FO I P \ / /' \ , 01 EIP 5 CURB INLET /� % `� ss_---- `��y, --- PROPOSED HEADWALL 6 11 PROTECTION ,�' �TP°° y.� �_ s __ \ EXISTING,- INV. 323.9 FT 12 ��. - \ PROPOSED 1 _ FEN;C✓ NCDOT DETAIL �T ?��r l S�O�/ \ \ ROCKTOE 12 3 Is -\- \\ - 838.01 ' �� \ - ` - LP -�� i I \I , / 10 -ACC _ \\��, 1\ (CLASS II) EIP EIP / / I -� / x �p"l4L .,4 ?'S_ -- / ,• / SS woo EIP I � �\ ,r HL ss s_ -- \ S -- --7'-- /' _`� / �/' �`��- %� S // VTR EE -2 - �- � ;y/ fill �� \�S PROTECTI01� 11 ` /' /, ;/ ,' ' CHECK DAM 3 PIG&CT� ' �✓ - �1 s s �� \ _! 6"OAK /� �� / DRIVEWAY >�--- BEM OO A Y --�- i .------�-= __�-__�� / �/ �/' S -pP- oAK_ ____--------- ,�'� STOCKPILE-- / 4 T PORARY -� SS AREA ` Ss -/ �% - --- / 12 STREAM CROSSING o ♦ i _ �` j �\,00� / / i' 27"OAK-�- --///' s� ` >o}�'OAK - / \ 12 IA_ oo^ -_ d� OAK �g� 94��r yZ` ` 1\gDEAD) I Q; ' ; i-'\ \ -GK 11"ASHYS� 12"oA / sss`�ss PROPOSE6 HEAbWALL��_ sc/lao,� ao, ao\ �do, ao, �.a6, J o, / G��'� _ 3� °°> \o° �►' o �j ss i�9%'ISINE �, /' ��e� Q //' STREAM CENTERLME o° ^�6 Iy� \ '!� EXISTIN� �6" CMP�._ +� `_ PROPOSED 2s /"o�K / o�° - _ _ A#,44'�6A_ 12�-4.t Q-----�_- i.BOULDER TOE-� �.' � }� oo -�'- _ _ OAK 7"OAK 6"OAK _r /--0-- 2'�- LOD ° ---_ nANK ✓ / �� -�'�/ ' '7"OAK 14"oAK Ss 10 "ASH _ -- _ 6"P0, 3 \ \ 32 - - _ / 2� Loo��EIP x -"�- ♦' - _ 16"0 1 1 "oAK k' _ / 2 ° X - (ri ----- / 7c SS !, ♦ o - 33 �/ 3 ' Z $'SIP PfiOPOSED 1 / ,�/ ---- / .erg LOD 4"DAY �. 1 s /' _ „�- _ ROCKTOE / / OAKa _ SSPROPOSED 12 A ,� �- �- 12 F� 0 // f/ 12'v�rr _� - s"sG HEADWALL 1 1\ S 3 °%'"�8„° otG --- _ CLASS II p' / %/�\\ FBIRC I�-POAK --- S 1 ° 1 /� `Op�14��A� s I®\ \ Op 11 "OAK / ,,�"'� �_ 11"0 ° '� 7 SINGLE WING LOD LOD � -, --PROPOSED I D �\ _, �' 12 ROCK VANE 29"SG LOD `� 0 36"sc ,� PROPOSED 54 RCP ♦ \ _ 9 ASS 3 8 AK i_ LASS I BERM 8"OAK PROPOSED BOULDER \ X� ° a� \ ° El _ 33l _ o 10 "OAK 21 "OAK OA�f( \ 6"OA \ / I RIPRAP _______________� REINFORCEMENT � `� � RIPRAP \ � � �o ' 6"sG i (ONE ROW ° � \\-- r� TRANSITION b�"ASH 2.5'H X 2'W �,k �,' � 1 CHANNEL 20"SG "oAK _' --- -- X 31 BOULDERS) -� \\ / `� �� _� �\ /---� _ _ I j 8 OAKL-1 i � \ PROPOSED i"o"-Ow --____ ASS ;,� / / .` ` // - STREAM BUFFERS ' SS � /' �� 3 CONSTRUCTED.00 12 RIFFLE ♦ _ \ Q, - 1 1 \\ 3 CHECK DAM /' ,' EXISTING \ 1 1 SEE NOTE 1 I /' /' /'' STREAM BUFFERS < I S / / / ---- - L LOD LIMITS OF DISTURBANCE = 0.38 AC., 16,552 SF. LOWER REACH LEGEND: 358_ EXISTING SURVEYED CONTOURS 358 NC FLOOD MAP CONTOURS ------------- BUFFER LIMITS - ss ss - EXISTING SANITARY SEWER - GAS GAS - EXISTING GAS LINE w w EXISTING WATERLINE oHE EXISTING OVERHEAD ELECTRIC ------------- PROPOSED CENTERLINE OF STREAM EXISTING TOP OF BANK - LOD Loo- LIMITS OF DISTURBANCE TREE REMOVAL TP - TP TREE PROTECTION SF - SF SILT FENCE -------------STAGING AREA PROPOSED CONSTRUCTED RIFFLE CONSTRUCTION ENTRANCE CHECK DAM "ce_7 INLET PROTECTION CONSTRUCTION ACCESS MEW, C700 MATTING PROPOSED ROCKTOE/RIRPAP 358 PROPOSED CONTOURS EXISTING STREAM BUFFERS PROPOSED STREAM BUFFERS 00000C30 PROPOSED BOULDERS 20 10 0 20 40 PLAN VIEW - SCALE 1"=20' NOTE: 1. CHECK DAM TO BE INSTALLED BY CONTRACTOR. SWALE REPAIRS UPSTREAM OF CHECK DAM WITHIN THE SANITARY SEWER EASEMENT TO BE COMPLETED BY COR PUBLIC UTILITY DEPARTMENT. CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY �111111f fff SEAL 13344 a O ,%% 0 U 6 oC l0 0 E N 2 z Ln CM Q 'iv U LUU�Nz c" Q Lt LL-00 � z O LU O C, M OU_U a -� z J� rn 2 U x= Q a w a Q LL o U Ln , z Q) &_ _ zH L L.D to O 00 > rn LU cl� Ln rn J LU H- Ln O C7 O H 0 LU > w w U o z O cn DATE 0 2-3-2020 } DRAWN BY S. VANDERGRIFT DESIGNED BY CHRIS ROGERS CHECKED BY BECKY L. WARD SCALE 1 "=20' 2 LU U > 1..q ce ,LP�L// 0 N LU w z 0 J JO I U Y Q W J = O Q LU _j J LU � z O LL O U O_ z OUO Ln o0� LU JOB NO. 44363.002 SHEET NO. 5 PERMIT SET 8»OAK ---------------------- I 10 "OAK no �28"OAS -- ; ---- ,,,- — Y + w `/� 9 OAK ♦ ♦ --`'r _ -------------' \ — — — — — �Doi 8OAK PROPOSED \\ 3 CONSTRUCTED\• o �°O� �� '�� / ` ,� � STREAM BUFFERS 12 RIFFLE (TYP.) y ,/i ' / ► i ♦ 'A EXISTING STREAM BUFFERS ---------------'---- _ � / CLASS I / / // /,-11 \ � / / C/ ♦ � / / PROPOSED A PROPOSED ^+ / / // oo> OUTLET PROTECTION �\ STREAM CENTERLINE oo / ' / -''- ` `\ N_ / / �,,_%C / I / �S �� ,- � \_- EXISTING / / \ �� / / �/ �\ DRIVEWAY / CLASS II i // \ EXISTING / / �� / // / `3Q� / �;� ♦ x \ ,, CV ♦ \ // \ \\ FENCE / // /' // °°/'/' ��'// /' \ r / / > n , —// F. // \\� g»OAKCIV ---------------- / N 4� o 1 Q'C11 EDAR ' LEGEND: ,34 /� o \ 358 Ov EXISTING SURVEYED CONTOURS 34"//// / I Q / to 'OAK // m �� COO' 11 "CEDAR358 " '-� ' \ /.�D°\c�-Iis o NC FLOOD MAP CONTOURS `\ }\ / \ II I I I I ` ' ' a" Ti /' \ //- - - - - - - - - - - BUFFER LIMITS � o � ,�i'1"'CEDA �� / , / ^� OAK-- `� \\ \\ `� '' — ss ss — EXISTING SANITARY SEWER 0 1 i \ \I I I I I pQpSEP �zJq i%�/O �QCA // --�• X �� \\3� `\ �FEWL. 9 �FD7�R / '' Fo 1 1 l Q R / / _ --- ° ` _. EXISTING FIBER OPTIC o�!'V °_ G \\ �p \\ \ - i T EXISTING TELEPHONE ` f \ \0� 0 �4P ;, o "� \\ \ / EXISTING ELECTRIC 0 — ' \ I � __ \ � '\ � \ 4 / � 1 �AK2w 16 CM / / �T '� QD N, = 0 5703 — - — - — - — - — - — PROPOSED CENTERLINE OF STREAM �"`\`� ,� ,�0 9 CEDAR _ LOD LOD LIMITS OF DISTURBANCE ZZ g'�CM gyp° --�� e ,35 _oo',-(I(�d`\ �b h� TREE REMOVAL E I ��°o /��_\ � 2 (P \ � � �\ C101�' 911 (707 CEDAR / PROPOSED ROCKTOE RIRRAP g�iv' \\ Q o ��ba / / / -'\� �\ „ \ \ i \ CQ v PROPOSED 1 _ �,Z"OAK / + \ ♦� --13"CM 1cm -,,/ \ I OAK / / / I 1 fp \ `\ \ \ <cr ROCKTOE 12 / \\ o \ 13 . x� I a / I \\ \\ I %�\�� \ \344 CLASS II ___---_- PROPOSED CONSTRUCTED RIFFLE \ 2 „ C \ o30 \ 4 PROPOSED I I = '- � `�� 3 �� 3s� �- _� /' _- �-' �' \ / 358 PROPOSED CONTOURS 12 JUNCTION BOX°a I I 15 OPT\ �, `j 2 M0 , /�0'�\\ /^`\ v,00 \ ` \ OAK 20 POP I \ I I \ \ \\ `\ `\ \ '�_�_ _��'`�� '/ // ° ' °'�. ;�\- - - - - - - EXISTING STREAM BUFFERS \\ \ ��• 342 34 ` ___ o� / 3` 9. ' �` PROPOSED STREAM BUFFERS 8 "OAK 1 ^ „c i } D LOD I LOD X 1\ \ \\ \ \ \ `.\ r \ �X^ _ o� ' - / ' 3 CONSTRUCTED `, .0 - - �� o y / g,�j -337- , » ------ 12 RIFFLE TYP. `°O LOD— \ \\ 10 OAK \ \ `\ \� `�I g 'A oo� / --`t3 12 BIRCH_ X x-- X _ X — X 1 ( ) \D ^?o \ \ ` `\ \ STq F�. /�_'� x ` \ x CLASS I �\ o\ Zoo 114 EXISTING \ \ FENCE`\\ \\ \ \ \\ 3 CONSTRUCTED 4OO\ I \ �. \�\ \I \ \°°� ♦ L 1 \ \ 12 RIFFLE (TYP.) <° b ♦ ` `\ 1 PROPOSED \\ \\ CLASS I `�� °� i \ I 12 ROCKTOE \ \ \ to \ h EXI TING `\ I CLASS I \\\ \ \\ \ \\\ °�\l° \ TOP\\OF BANK \10 OAK to OAK\ �♦ \ \ o `\ 8 OAK I \\ \ 1 VOAK \ \\ �\ ` \ D \ \ \ x tea\ �/ �� / \ 34Q, oD — LOD/ \ \ \ x I \ \ \ \ \ \ �Q \ \ \ \ \ \ \OQ \ I I , / \ LOD L ` \\ \\ 6"OAK 1 \\ \\ \\ \\ �R \\ �\ \\ ` \\ \ \LOD LOD LOD LOn.i t LOD\ \\ _/'/ - '�G LO�� \\ \\\ \ \\\ 1 24"PINE \\ \ \\ \\ \\\ \\\ \\ \ ` \�\ \\\ \� -- -- �, w / Q1P 42 \\\ �15'HOLLK \\ ♦ \ I I I \ \ » \ \ \ \ ` CASH t-- �- //i �___ \ \ \ \ ♦ ^ �' \ OAK _, \ `\ _ •5 /� \\ \ \ ♦ ♦ ` �I� \6 OA�A i T ` \ \ ---\\_gam_ //i PROPOSED\ 1 x \ \ \ \ I\ ♦\ \\ 3S�`-____ _ _ -_ ROCKTOE y2 „PINE \ \ \ \ \\ \\ 3 CONSTRUCTED �,_ _- �'�_-- - ----- i CLASS II. \ 12 RIFFLE (TYP.) . -- N a `\\ - _ A\ \ \ \ ♦ ♦ , CLASS I �--_ ---- - \ \ _ 6"Blf CH `\ OAK 10 10 5 0 10 20 PLAN VIEW - SCALE 1"=10' 355 350 345 340 335 330 325 0+00 O O of vi 06 to 06 ^ M 00 W O W O J+ J MN J+ �'� J '�^ J M J II w + N 0'H �H Q 2N W(n =(n W =N W = cn EXISTING GROUND UL 16 LF 4- ROPOS D PROPOSED CONSTRUCT 1 48" RCD THALWEG PR CIN LL.I H H Z O O O 10 z of o6 u-) ^ co U Z�+ IIM _j� MN nLO M� 0+ J+ J+ UN J+ U UN + ZZ~ W W —~ UN Q 0+25 0+50 0+75 1+00 SCALE 1 "=10' HORIZONTAL 1 "=5' VERTICAL 1+25 1+50 1+75 PROPOSED STREAM SLOPE =0.018 FT/FT. 2+00 2+25 355 350 345 340 335 0 330 U0 325 2+50 M Ln N 10 5 0 10 20 Ln HORIZONTAL SCALE: 1 "=10' W J Q U U) J Q U w CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STOR M WATE R PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY tJ111111,,, .,`,%-,e CAR® SEAL 13344 a O E O U r� Ui O C: O n E N EE LLB Z N Ln Q Lu U of c1_1 1.4 dLL - LL LU 0 N 00 Q) cr_ M N d x OO. U M_j Z Lu (n C J X . a Q Of 0 U otf , -i U % Ln L L -,D z 0 � rn Ln rn J W H- Ln 0 0 0 W W U Q z 0 Ln 0 z 0 a U U/) LU z 0 w W I— Q 0 DATE 2-3-2020 DRAWN BY S. VANDERGRIFT DESIGNED BY CHRIS ROGERS CHECKED BY BECKY L. WARD SCALE AS NOTED U LU w N 0— ZD Q I LJJ L LJ J o Q LU � O LU = (z 0 ILJ Q w J Q LU� z O ,� O � a � O U 0 LU (f) /-N L 1 0 O JOB NO. 44363.002 SHEET NO. 6 PERMIT SET A / \ 1 1 1--------- �- - - - - ` / 1 12"07 / --PROPOSED HEADWALL ` TOP=337.7 FT. /- 11 INV.=330.52 FT. / 8"A/SH / ! EXI-5fING CLASS I 1C_' v- ss RIPRAP �S - // //7"A � L09'\ LODE /CO -\ �/� / LOD 24"OAK"3 LOD LOD ss OAK �<� ��3�� 8"OAK / „O 6" IIRCH- BERMOSED _ _MAINTAIN SWALE / 21 "OAK\\�� ♦ I ♦ / -------------------------8_"OA K// 16"SG / / PROPC i � / BUFFE 345 340 335 330 315 4+25 4+50 r LO LLI J Q U co J Q U_ o IY w N 10 5 0 10 20 In HORIZONTAL SCALE: 1 "=10' 4+75 __--_ems'_ / a s a s / `S \ , / �i SSA � 0'� ^ / ♦ as AA* ss —�/ I ss CA \SS SS 001 as ' / $$ / ♦ �/ / % 00" eb, // \ _ ♦ / ! ��/i�i'!! /� � ♦ °° _ ate\ y ♦ i/ O°1 /// LOD / / /�/d0) // '/ / a�� aa\ �/ ��♦ I /ice // o/I� °p� / 6 PROPOSED HERE WALL ° \ / a / SS/ aaaaa�a /� ��I 12 INV. 323.9 y°o� -� OA Dy / �/ ease a '6AK \3 $q NCpDOT DETAIL �i' g OOl OOl 838.01 i �Q » °A di dl �J,� ` � ONE D) 4 OAKdi 71! ROCKTOE CLASS II 20"S�_ 5+00 5+25 5+50 5+75 SCALE 1 "=10' HORIZONTAL 1 "=5' VERTICAL / /—am 'R_ _ 1 7LU Gov / ice!' — ----- 2$� LODE EIP , x 6� 6_'�- � f�-'_- / LOD k PROPOSED 1 18"SG ,� _�__�- CA ROCKTOE 12 / / °° 6,� ,-�� CLASS II / Ar / VOID,i'x 8"OAK 13' AIZ---_� _ / ii� DEAD ----- 18"OE // _--_-- �o0 1 "OAK 24"SG N1 � txn .000 r / --- T -- a CONSTR-UCTED 3 ------------ + -� �3p__---" RIFFLE (TYP.) 12 � 36"SC CLASS II OAK / / / / �� 1---- - - - / / X 10" K / / �_,- - - - - - - / Ile 1001 + ----y--- \ 1 LOD LOD LOD �� \ 10 5 0 10 20 8"OAK PLAN VIEW - SCALE 1"=10' 6+00 6+25 PROPOSED STREAM SLOPE =0.030 FT/FT. ,�"If: LEGEND: 358 EXISTING SURVEYED CONTOURS 358 NC FLOOD MAP CONTOURS — ss �s — EXISTING SANITARY SEWER EXISTING FIBER OPTIC EXISTING TELEPHONE EXISTING ELECTRIC — - — - — - — - — - — PROPOSED CENTERLINE OF STREAM LOD LOD— LIMITS OF DISTURBANCE TREE REMOVAL PROPOSED ROCKTOE/RIRRAP PROPOSED CONSTRUCTED RIFFLE 358 PROPOSED CONTOURS - - - - - - - EXISTING STREAM BUFFERS PROPOSED STREAM BUFFERS .�i 7+00 J 1 J 7+25 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations_ TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY PERMIT SET / 1111Yf lff ff %% GAR®��/`�� SEAL . 13344 a-f3 O 4. `� fLYNO'-- 0 `° 0 U o lD 0 r\ E rV LUz ,N 0) Q U 0 U d LLLU N LU C) M N _ CO U Z J (n C <a�o �Q o'ro� o c U �L _ o Liz ��o 0 rn v � Ln rn J W I- w a 0 DATE 2-3-2020 DRAWN BY S. VANDERGRIFT DESIGNED BY CHRIS ROGERS CHECKED BY BECKY L. WARD SCALE AS NOTED 2 U Q LU Lu � W 0 N O r J w z J O J U w I --I < O ' LU 1 /) f-L (n 0 = 0 w J Q LU 0 z LL Q O J 0�0L 0 0 LU U-) �••� 1 0L O cl� 12L JOB NO. 44363.002 SHEET NO. 7 CROSS SECTION E (STA 1+65) (AS VIEWED LOOKING DOWNSTREAM) 355 350 345 340 335 465 470 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1"=5' VERTICAL CROSS SECTION B (STA 0+95) CROSS SECTION A (STA 0+55.5) (AS VIEWED LOOKING DOWNSTREAM) 355 345 340 335 470 475 480 485 490 495 350 345 340 335 355 350 350 345 345 340 340 335 335 330 510 515 520 525 530 535 465 470 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1"=5' VERTICAL CROSS SECTION F (STA 2+11) (AS VIEWED LOOKING DOWNSTREAM) 355 350 350 345 345 340 335 340 335 330 500 505 510 515 520 525 530 535 340 465 470 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL SCALE 1 "=5' HORIZONTAL 1 "=5' VERTICAL 1 "=5' VERTICAL CROSS SECTION C (STA 1+21.5) CROSS SECTION G (STA 5+42) (AS VIEWED LOOKING DOWNSTREAM) (AS VIEWED LOOKING DOWNSTREAM) 350 345 340 335 330 1 wl wl wlwl WI wl I Wl WI 1 330 470 475 480 485 490 495 500 505 510 515 520 525 SCALE 1 "=5' HORIZONTAL 1 "=5' VERTICAL CROSS SECTION D (STA 1+32) 350 (AS VIEWED LOOKING DOWNSTREAM) 345 340 335 330 470 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1 "=5' VERTICAL 5' 2' 6.6' CONSTRUCTE 4. ' T— PROPOSED GROUND PROPOSED 1 CLASS II 12 ROCK TOE GROUND FILL INSTALL C700 @)EROSION CONTROL MATTING E 0 �I WI - o �I wl LO 00 to wl rn r M w w J 350 345 340 335 w 330 510 515 520 525 340 335 330 325 3.6' 4' 3.1' 18.6' 7.5' EXISTING 6 INSTALL C700 11 EROSION CONTROL MATTING 12 - Un M II PROPOSEU CLASS 1 ROCK TOE LO I\ M II GROUN O o O o o rn Qi V) II II II II J W W W W W 350 SEAL . = 13344 4Q O 345 • ` •.� ••®�� 340 E U U r\ o� �S E N E 335 = Z } Ln � �ko Q U C) LU F 6 wU�N � N_1-4 Z a LL � � LU O Z O 330 HO M o J 510 515 520 525 530 535 z w rn c _jU) X — U °� �-U- ( LU 0 rY U Z cn M S- 0 _ c� o H Z kD Z to O 00 > 350 LU 0� It -I LoM J W H U) 345 rr O o o 340 emu, E0 > w LU = Q U u7 W Q J Z 0 0 DATE 335 Q > U 2-3-2020 CD O DRAWN BY S. VANDERGRIFT 330 N DESIGNED BY 510 515 520 525 530 535 • • CHRIS ROGERS • 5 2.5 0 5 10 CHECKED BY • BECKY L. WARD HORIZONTAL SCALE: 1 "=5' • SCALE AS NOTED 340 ' 3.1 8.4' 1.0' 5.7' .5' ' 2 PROPOSED PROPOSED,—, GROUND 6 INSTALL C700 11 EROSION CONTROL MATTING 1 PROPOSED 12 CLASS II ROCK TOE Ilo LAN J17 WM II O J WPl) FILL I II� �LO JN II� �� JN I II J W17 M P OPOSED 1 ROCK II GROUND Ilo LrJ� Jr7 WP7 II0 �� JM W17 LL- 11.0 O N JM WI) JFy WPl) 335 330 325 320 wlo wry 320 465 470 475 480 485 490 495 500 505 510 515 520 525 530 535 SCALE 1 "=5' HORIZONTAL 1 "=5' VERTICAL CROSS SECTION H (STA 5+54) 34^ (AS VIEWED LOOKING DOWNSTREAM) 340 470 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1"=5' VERTICAL 335 330 325 320 510 515 520 525 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY 0 w W 0 LL >- 0 U 0 L JOB NO. 44363.002 PERMIT SET SHEET NO. 8 340 335 330 325 CROSS SECTION I (STA 5+80.5) (AS VIEWED LOOKING DOWNSTREAM) 320 w w wr) wV) wV) to 465 470 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1"=5' VERTICAL CROSS SECTION J (STA 6+03) 340 (AS VIEWED LOOKING DOWNSTREAM) 335 330 325 320 465 470 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1"=5' VERTICAL CROSS SECTION K (STA 6+28) (AS VIEWED LOOKING DOWNSTREAM) 335 33C 32E E6 1' 32C 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1"=5' VERTICAL CROSS SECTION L (STA 6+43) (AS VIEWED LOOKING DOWNSTREAM) 320 315 510 515 520 525 530 535 465 470 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1 "=5' VERTICAL CROSS SECTION N (STA 6+78) 340 335 (AS VIEWED LOOKING DOWNSTREAM) 335 330 330 325 325 320 320 315 510 515 520 525 530 535 465 470 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1"=5' VERTICAL CROSS SECTION 0 (STA 6+93) 335 (AS VIEWED LOOKING DOWNSTREAM) 335 330 325 320 315 510 515 520 ' . 10.5' PROPOSED GROUND FILL EXIS ING INSTALL C700 EROSION CONTRO MATTING O 0 M II W II 17 00 M II W 1 PROPOSE O 0) r, ROCK t� M N II II II W W w 315 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1"=5' VERTICAL 335 330 325 320 315 510 515 520 525 330 325 320 315 470 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1 "=5' VERTICAL 335 330 LA1Z) 1 IIVh 325 6 INSTALL C700 11 EROSION CONTROL MATTING PROPOSED, GROUND CROSS SECTION P (STA 7+24) (AS VIEWED LOOKING DOWNSTREAM) lV N I 1N N 1 II I>>I II I>>I I>>I WNWW315 W W WN 475 480 485 490 495 500 505 SCALE 1 "=5' HORIZONTAL 1 "=5' VERTICAL 340 335 335 330 330 325 325 320 CROSS SECTION M (STA 6+68) (AS VIEWED LOOKING DOWNSTREAM) �111Yf lff�f °,(� CARO'''% 335 p O......... � �4// ` ZEAL . 13344 a'f3 330 C"'��GIME�� f//lllltyl�` 325 E U U V1 o� �o E N = z + Ln 320 Q 7 U 0 W Fa"t o wUa�N C!fN_--4Z a LL 0 � a,) Z LU0"M oo _U 0, J H wl I I wl I 315 zuj5r-1 510 515 520 525 530 3 � X .o U Q ° M u- (0 w 0 0 0 U z cO Ln = ' M s- 0 _ : O Z � Z , 335 ~ o I� > EXISTING GROUND PROPOSED GROUND 6 INSTALL C700 11 EROSION CONTROL MATTING o N M II _ N rN I''I J II II N M II, N I>>I J o O . M V N I''I J II II J 330 325 320 w 315 510 515 520 525 0Lij I 0i Lr)rn J w H vi 0 0 0 w > w = QLU Z 0 DATE U) 2-3-2020 0 DRAWN BY S. VANDERGRIFT • DESIGNED BY • CHRIS ROGERS • CHECKED BY 335 • BECKY L. WARD • • SCALE AS NOTED 330 • 0 325 in I I U') li.i J Q 0 320 U) J Q U H > W o > 315 L, > 510 515 520 525 530 535 cl; �� N p� T--1 z LO Q N O 5 2.5 0 5 10 U Uj HORIZONTAL SCALE: 1 "=5' _J OU 335 330 3 325 12 320 315 510 515 520 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH a PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATE R PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY < LU QY Q p W � oC (r� U v (D 0 Q J W WL O O O oC 0 U 0 L JOB NO. 44363.002 PERMIT SET SHEET NO. 9 I i 3 CONSTRUCTED RIFFLE (TYP.) �_ .------ PLANTING ZONES II 112 �'� `�� s ��'�\ x'� � __—// i x E3\_ ZONE A i'0"141, \` _ ZONE B A. °o\ ZONE C Atr 1 \ x x \ \\ \2 � ROCK TOE/BOULDER TOE °°'�� CONSTRUCTED RIFFLE n I Al \ ZONE C I \ I\ \ \ Al \ +r— x p0��1 ' I OIV�I� - \\ �\ — 34 // / / ��" \`\ \/ op- I\\o, --'' �_-•\ �// I \ \\\ \\ \ \ ODONE 1 / D0, 001 o I / I 1 LOD OD LOD 1 I 1 I \ O 1 N \ I\ I N. I a0 \ \O I\ 1 o\ o i \ o \ \ 33 / L eZP� � \ , °o ' k I I 1 \ \ \\ \\ �00 A aZO E 40 zoo� // �� /�/ \\ \ 1 \ \ \ \\ \ \\� \\ \\ \ Lo LOe�\ �/ L \ \ \ 11 :00 0 PROPOSED—�---'� 12` ROCKTOE-----®-- — — — — — \\\ \ ___W \ STABILIZATION PLAN — UPPER REACH--------------------- 20 10 0 20 40------------- PLAN VIEW - SCALE 1"=20' ' I �� _ice ./�i/ i� _�—� �—' _�� \. � � i� / �` ♦♦_ � -_9S' ._� ��_ �► _-- /./ / $ / /IOO, OO, - / 4 LOD\� LODE SS—`se—�_t _ I Ap SS SS SS 5 r V07 / 00 LOD D LODE32 /--------------- ---------— A \� LOD 00 PROPOSED ROCKTOE \ LO ° ® \ \\ =/ / -y / / / I / / I / I / / 1 LO D STABILIZATION PLAN — LOWER REACH 20 10 0 20 40 PLAN VIEW - SCALE 1"=20' PLANTING ZONES - UPPER REACH C700 CURLEX ROOTED RIPARIAN LAWN SEED ZONE MATTING MATTING PLANT PLUGS NOTES SEED (SY) FESCUE (SY) (SY) (SY) (EA) A 850 850 850 SPACING T OC B 40 40 15 SPACING 5' OC, SHRUB SPECIES ONLY C 150 150 Totals 890 150 850 190 865 PLANTING NOTES: 1. WOODY SPECIES TO BE PLANTED WITH A COMBINATION OF THE FOLLOWING SMALL TREES/SHRUBS: (ROOTED PLANT PLUGS/TUBELINGS — 12"-18" IN HEIGHT. LIVE STAKES MAY BE USED UPON APPROVAL BY THE DESIGNER). SPECIES SUBSTITUTIONS REQUIRE PRIOR APPROVAL FROM THE DESIGNER. CONTRACTOR TO SUBMIT PLANT QUANTITIES BY SPECIES AND ZONE FOR APPROVAL PRIOR TO PLANTING. AMELANCHIER ARBOREA — SERVICE BERRY LINDERA BENZOIN — SPICEBUSH ILEX VERTICILLATA — WINTERBERRY CEPHALANTHUS OCCIDENTALIS — BUTTONBUSH CALYCANTHUS FLORIDUS — SWEET —SHRUB CORNUS AMOMUM — SILKY DOGWOOD ALNUS SERRULATA — TAG ALDER PHYSOCARPUS OPULIFOLIUS — NINEBARK FRAXINUS PENNSYLVANICA— GREEN ASH 2.ZONE A TO BE MATTED WITH FIBERWONDERS COIR MAT C-700 OR APPROVED EQUAL. PLACE RIPARIAN SEED, EROSION CONTROL SEED, AND THIN LAYER OF STRAW PRIOR TO MATTING INSTALLATION. SEE COIR MATTING CHANNEL INSTALLATION DETAIL 6, SHEET 11. ROOTED PLANT PLUGS SHALL BE PLANTED 3 FEET ON CENTER. 3.ZONE B TO BE MATTED WITH FIBERWONDERS COIR MAT C-700 OR APPROVED EQUAL. PLACE RIPARIAN SEED, EROSION CONTROL SEED, AND THIN LAYER OF STRAW PRIOR TO MATTING INSTALLATION. SEE COIR MATTING CHANNEL INSTALLATION DETAIL 6, SHEET 11. ROOTED PLANT PLUGS SHALL BE PLANTED 5 FEET ON CENTER AND SHALL BE SHRUB SPECIES ONLY. 4.ZONE C SHALL BE PLANTED USING LAWN SEEDING TO MATCH EXISTING LAWN SPECIES. DUE TO THE SLOPES IN THE AREA, MAT SEEDED AREAS WITH CURLEX TYPE I OR APPROVED EQUAL. 5.PLANTING STOCK TO BE GROWN BY NURSERIES WITHIN THE SAME PHYSIOGRAPHIC REGION (PIEDMONT) AND WITHIN 200 MILES OF THE PROJECT SITE. 6.FERTILIZER RECOMMENDATIONS CONTRACTOR TO FIELD VERIFY WITH ON SITE SOIL CONDITIONS: LIME 112 TON/AC PHOSPHATE 20-40 LBS/AC POTASH 50-70 LBS/AC WATERING REQUIREMENTS: ONCE/WEEK IF NO RAIN 7.RIPARIAN SEED MIX ERNST CONSERVATION SEEDS PIEDMONT RIPARIAN SEED MIX OR APPROVED EQUAL BY DESIGNER. APPLICATION RATE 25 LBS/AC. &TEMPORARY SEED TO BE PLACED IN ALL ZONES SEE EROSION CONTROL SHEET 3. 9.SEE PLANTING ZONE TABLE THIS SHEET. PLANTING ZONES LOWER REACH C700 CURLEX ROOTED RIPARIAN LAWN SEED ZONE MATTING MATTING PLANT PLUGS NOTES SEED (SY) FESCUE (SY) (SY) (SY) (EA) A 460 460 160 SPACING T OC B 60 60 25 SPACING 5' OC, SHRUB SPECIES ONLY C 990 990 Totals 520 990 460 1050 185 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATFR PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY �ttttllt/// 944 SEAL 13344 a2 O 0 U r� Ui O C: o E N Lu z+'LNn Q LLU Of Of u- — 00 d LL N V) LU LU OO M N a2�O° U _j zJ�Fn� X- � u LL ru o of o U Ln _ o L -,D z O kD Ln rn _J LU H- Ln 0 0 0 w Lu U Q z 0 0 a O W z 0 I — a U Ln LLJ z 0 LLJ LLJ Q 0 DATE 2-3-2020 DRAWN BY S. VANDERGRIFT DESIGNED BY CHRIS ROGERS CHECKED BY BECKY L. WARD SCALE 1 "=20' U LLJ LU cl� LLJ 0 Q N J 0 LU z Q J o cj� < Lu LU QQI2 w 1 �? z Q J LLJ M o Z 0 OUP N_ Ln J I� a JOB NO. 44363.002 SHEET NO. 10 PERMIT SET 50' MIN. AND SUFFICIENT TO KEEP Oo SEDIMENT ON SITE 050 } 000 000 00 00000 00000 00 0 00000 0 Q oo0000 000 0'-' 000 coo 0 o0o0o 00 0 0000 0 o 0 no QO o000000 3" - 4" STONE TO BE USED 00 0 00 � 00000oo o ( SURGE STONE OR 0 0 z 0000000 o o RAILROAD BALAST) 0 0 0 000 0 0 0 0 00 0 00000 0 0 000 0 0 `� 0po x 00o0000° 0 0004�00 0 000 0 00p 00 00 w o�-S0000 00 0 00000 00$00 00 000000 PLAN SILT FENCE (SEE NOTE 1) NOTES: 1. SILT FENCE SHOULD BE INSTALLED TO ENSURE CONSTRUCTION ENTRANCE IS USED. 25OR FULL WIDTH OF PROPOSED STREET 2. IF MUD IS NOT REMOVED FROM THE VEHICLE TRAVELING OR ENTRANCE, OVER THE STONE, THEN THE TIRES OF THE WHICHEVER IS VEHICLE MUST BE WASHED BEFORE ENTERING THE GREATER. PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION ENTRANCE EXTENDED. NEW CONSTRUCTION EXISTING ROADWAY 4 35MIN. 15' MIN. 6" MIN. ° °°000 =es°e o 'll =1 II i �111= 'ICI -1 II FABRIC UNDER STONE CROSS SECTION 1 RESIDENTIAL CONSTRUCTION ENTRANCE SCALE: NOT TO SCALE N STEEL POST WOVEN WIRE FABRIC FILL SLOPE i� �- GRADE ooS�o goc� 0 I I ---II= II11�2„ MIN. 00o cP o IIII- IIII=1 II MAINTENANCE: ADD ADDITIONAL STONE AND "FLUFF" TOP DRESSING WITH 2" STONE. SEE N.C. DEQ EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA. `4„ MIN SILT FENCE GEOTEXTILE FABRIC MAINTENANCE: CLEAN OUT AT 50% CAPACITY LIFE OF FENCING: 6-9 MONTHS SIDE VIEW 8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER PLASTIC OR WIRE TIES 'i'�'i1i'�rSF4ii 004RI'i'i��i` MW o u FRONT VIEW 'IIII III IIIII = IIII = IIIII 'IIII - NOTES: 1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. 2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. 3. SEE NC DEQ SEDIMENT DESIGN MANUAL FOR CONSTRUCTION SPECIFICATIONS, WHERE PRACTICE APPLIES AND PLANNING CONSIDERATIONS. 4. SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED SLOPES GREATER THAN 10' IN HEIGHT. STANDARD SILT FENCE 4 SCALE: NOT TO SCALE F MAX. VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST PLASTIC OR WIRE TIES • 111i��_ �_ _ �■ M1111♦.1►11 J�F14FOE11W11NNS....1►11 N.S. II'#...1.♦ Ili'...'.. ►1►.. ►*Q 1 NOR I IN,, VIM 05161100041 a4 y - y MIN SILT FENCE GEOTEXTILE FABRIC IIIII IIIII IIIII FRONT VIEW IIIII IIII = 'IIII - PROVIDE WARNING LANGUAGE IN BOTH SIDE VIEW ENGLISH ASSHOWNNDSPANISH, MAINTENANCE: CLEAN OUT AT 50% CAPACITY LIFE OF FENCING: 6-9 MONTHS 40" DO NOT DISTURB TREE CONSERVATION AREAS SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED SLOPES GREATER THAN 10' IN HEIGHT. ih TREE PROTECTION AREA in DO NOT ENTER CONTACT INFORMATION: CITY OF RALEIGH PARKS, RECREATION AND ZONA DE PROTECCION CULTURAL RESOURCES DEPARTMENT URBAN FORESTER: PARA ARBOLES - NO ENTIRE TREES@RALEIGHNC.GOV NOTES: WWW.RALEIGHNC.GOV 1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE WARNING SIGN DETAIL ( SEE DETAIL TPP-02 FOR EXAMPLES) 2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF. CITY OF RALEIGH 3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE. 4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' STANDARD DETAIL ON CENTER FOR THE REMAINDER 5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA. ISIONS DATE:Bl1/18 NOT TO SCALE 6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. 7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS. STANDARD TEMPORARY 8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE (SEDIMENT/SILT) / TREE AND SPACED AS SHOWN. PROTECTION FENCE 9. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. 10. SEE NC STATE DENR PRACTICE STANDARDS % SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE TP P-08 ;PLANNING CONSIDERATIONS & DESIGN CRITERIA. ( HOWEVER, FLOW SHALL NOT RUN PARALLEL WITH THE TOE OF THE STANDARD TEMPORARY (SEDIMENT/SILT) / TREE PROTECTION FENCE 2 HARDWARE CLOTH 1/4" - 1 MESH OPENING) OVER DEWATERING HOLES ilUc CURB INLET SEDIMENT LADEN RUNOFF CONCRETE BLOCK O � _ NO. 57 WASHED STONE PERSPECTIVE VIEW II� IIIII HARDWARE CLOTH 1/4" - 1/2" MESH OPENING) OV R DEWATERING HOLES 2:1 SLOPE NO. 57 FILTERED WATER WASHED STONE OVERFLOW D BRACE STUD El o ° III IIII=°°n°°°°°�°o' -1 =III=1 I a°°I °o°� -IIIooe°= °vo =d de °°IIIII CONCRETE GUTTER CURB INLET CROSS SECTION VIEW NOTES: 1. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT EITHER SIDE OF THE INLET OPENING, A 2" X 4" STUD SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS. FRONT BLOCKS ARE PLACED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE SPACER BLOCKS. 2. WIRE MESH OR HARDWARE CLOTH WITH 1/4" - 1/2" OPENINGS SHALL BE PLACED OVER THE OUTSIDE VERTICAL FACE (WEBBING) OF THE BLOCKS, TO PREVENT STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCKS. 3. STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK. (NO. 57 WASHED STONE) 4. CHECK DEVICE AFTER EACH RAIN AND REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. BLOCK AND GRAVEL INLET PROTECTION 5 SCALE: NOT TO SCALE NOTES: 1. ENSURE THAT CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 2. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE. 3. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. 1.5' MIN (SEE NOTE 3) PLAN VIEW MAINTENANCE: CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS. PURPOSE: TO REDUCE EROSION IN A CHANNEL BY REDUCING THE VELOCITY OF FLOW. DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. 3 CHECK DAM SCALE: NOT TO SCALE 2' -6" LONGITUDINAL ANCHOR TRENCH y �If TAKE AT S-5F INTERVALS TERMINAL SLOPE AND CHANNEL ANCHOR TRENCH 'CHECK SLOT AT 25' INTERVALS (MIN) ISOMETRIC VIEW INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT N STAKES 12" OF NCDOT #5 OR #57 WASHED STONE 1. 5' • • .�....,, fib••♦•'•'�• � •♦•••♦•�� MATTING / STABILAZATION L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION Illl_ °° ° -IIII=IIII_- A B IIII_IIII_ L 0000p IIII=IIII=IIII=111� °° IIII_p°oo0o00o°0 0 -IIII_ °p°o -IIII=1111_IIII PROFILE VIEW NOTES: 1. CHECK SLOTS TO BE CONSTRUCTED AT 25 INTERVALS. 2. ALL MATTING TO BE SECURED WITH WOODEN STAKES ACCORDING TO THE SPECIFICATIONS AT 5' INTERVALS. 3. FABRIC OVERLAP WHEN 2 ROWS OF MATERIAL ARE USED SHALL BE PLACED WITH THE UPPER ROW OF MATERIAL PLACED OVER THE LOWER ROW OF MATERIAL. 4. TRENCH MATTING AT TOP AND BOTTOM OF MAT AS SHOWN IN DETAIL 5. OVERLAP FABRIC IN DIRECTION OF FLOW WITH MATTING UPSTREAM ON TOP OF DOWNSTREAM MAT. 6. MATTING WILL BE INSTALLED ACCORDING TO THE SPECIFICATIONS. COIR MATS CHANNEL INSTALLATION 6 SCALE: NOT TO SCALE SEE N.C. DEQ EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA. CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STOR M WATE R PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY PERMIT SET �( 1111111ff ff VEAL 133447. a O ' %��C •!�GINE�r �yPQ� E 0 U n vi O C: O E N E 2 Z Ln Q v U 0 W (p N a LL-00 Iv In z O LU CO M d � U 00 x� ina U � �+ +�-I ra z � J� X = U W. ra ILL. � W z W Ln HI Q) L L_ U r L z V/ O00 W -1 rn Ln rn J LU F_ Ln O U O H 0 > LU LU 0 z O cn DATE � O } 2-3-2020 DRAWN BY S. VANDERGRIFT • DESIGNED BY • CHRIS ROGERS • CHECKED BY • BECKY L. WARD • • SCALE NTS • Uj `O J QN I-/-1 I W W o J OU J 0 Se C) Q W 1 z 2 O U I --I 0 w z 0 Uj °C U_ Ln OLL Q v W Ln JOB NO. 44363.002 SHEET NO. 11 BANKFULL ELEV. VARIES W EROSION CONTROL FABRIC C-700 COIR MAT END TOE PROTECTION AT BANKFULL ELEVATION TAPER ROCK FROM . STREAM BANK SEE CROSS SECTIONS PLAN SHEET 4. BOTTOM OF TRENCH TO DEPTH "B" AT END OF RIFFLE TABLE 1.0 - CONSTRUCTED RIFFLE DIMENSIONS 1V I \ 3' MAX HEIGHT 2H EROSION CONTROL FABRIC / C-700 COIR MAT CLASS II ROCK TOE MIX 65% CLASS II RIPRAP STREAM CHANNEL 77 =/// -��y 24" MINIMUM 25% CLASS B RIPRAP 10% #57 STONE MIX PRIOR TO PLACEMENT LINE TRENCH WITH \\ END ROCK PROTECTION 24" GEOTEXTILE PRIOR TO BOULDER AND RIPRAP 2H AT ELEVATIONS SHOWN PLACEMENT 11 V ON PLANS CLASS II ROCK MIX STREAM 65% CLASS II RIPRAP CHANNEL 25% CLASS B RIPRAP 10% #57STONE MIX TMINIMUM 24" BELOW MIX STONE TOGETHER BOULDERS MIN !SIZE CHANNEL ELEVATION Rocktoe Mix Chart WITH SOME SOIL 2.5'H X 2'W X 3'LONG Percent of Mix PRIOR TO REPLACEMENT Percent of Mix NCDOT NCDOT NCDOT NCDOT NCDOT Riffle Class Boulder Class II Class I Class B Class A #57 Riprap Riprap Riprap Riprap Stone 1 0% 0% 65% 0 30% 5% II 0% 1 60% 1 0% j 20% j 0% 1 10% ROCK TOE PROTECTION (CLASS II) 1 SCALE: NOT TO SCALE GROUTFRAME TO SLAB TOP T-6" NO.3 REBAR 3" O.C. PLACED 3" FROM EDGE, ALL SIDES. 2 1 BOULDER TOE PROTECTION 8"-10" SIDE BOARD Y Y CLASS A STONE FOR ¢ Q RAMP ONTO MATS 0° °0 _ NOTES: I�IIIIIIII=1111= _11I1=IIll=illi;ii 1 I PPLARGER USE NOTES E PIPE 1FOR o �Illla o • • o• v IIII,„ MINIMUM INSIDE DIMENSION. 1 . DEPLOY EROSION CONTROLS AS NEEDED. ADJUSTTOTOP .00.9CLAS "A" CONCRETE 2. PERFORM ROUTINE INSPECTION TO OF BRICK 2. USE 4" X 4" X 8" OR 4" X 8" X 16" p p 2'-0"� SOLID CONCRETE BLOCK. CAST INCLUDE REMOVAL OF LOOSE SOIL IN PLACE OR PRECAST CONCRETE TRACKED ONTO BRIDGE BY EQUIPMENT 2" MIN.1/2" PLASTER 3" MAX. M TO MEET NCDOT STANDARDS AND INSPECTION OF STREAMBANKS FOR p p 8" MINIMUM, OVER 8' DEEP w ACCEPTABLE. STABILITY. 12" MINIMUM UP TO 6- a 3.FOR STEP REQUIREMENTS, 3. MATS SHALL BE POSITIONED TO RETAIN FROM TOP OF CURB o > a SEE NOTE 4 ON STANDARD DETAIL SW-10.03. THE NATURAL STREAM o 0 0o CHARACTERISTICS. 4. MATS LAID PERPENDICULAR TO THE STREAM CAN BE SUBSTITUTED WITH 0 0. ov • > > v PRE -FABRICATED BRIDGE STRUCTURES 3000 PSI CONCRETE.,v• o.. o ° o.o.o• AS SPAN LENGTHS DICTATE OR AT THE o • • ° o o' o v• v c'v • c, 'n o. no. •p. n a a .n .a •n o e>•'a��•a •o�•n••o'.�'•a A•*e�o••a APPROVAL OF THE DESIGNER. $ CONCRETE SLAB TOP STONE 3 6 (50 MIN.) CLASS "A" CONCRETE $"- 10" SIDE BOARD R NO.3 REBAR 3" O.C. PLACED 3" FROM EDGE, ALL SIDES. vv 99 van r"v 4'-4" 4 STANDARD JUNCTION BOX SCALE: NOT TO SCALE ►50 CO219P TIMBER MAT (LENGTH AS REQUIRED) (NO GAPS BETWEE BOARDS) 4' WIDE MAT BRIDGE SUPPORT (AS NEEDED PLAN TIMBER MAT TO SUPPORT STREAM BANKS (AS NEEDED) STONE (50 MIN.) (LENGTH AS REQUIRED) CLASS A STONE GEOTEXTILE FABRIC PLACED UNDER GRAVEL RAMP AND TIMBER MAT BRIDGE MATTING • INSPECT BRIDGE MATTING AFTER RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN CHANNEL, EROSION OF ABUTMENTS, OR CHANNEL SCOUR. MAKE ALL REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE INSTALLATION. 5 TEMPORARY BRIDGE MATS SCALE: NOT TO SCALE Length "L" Width "A" Depth "B" Class (ft) (ft) (in) Upper 1 25 2 24 Lower II 2.5 1 TABLE 2.0 - CONSTRUCTED RIFFLE MIX Riffle Mix Chart Percent of Mix Percent of Mix 5' TAIL LE (TYP.) J w J LL Of LL. O z w0 STREAM FLOW PROPOSED ACHANNEL RIFFLE SLOPE CENTERLIN i y I / qfJ SLOPE 3H:1 V RIFFLE STONE MIX LONGITUDINAL VIEW N Tl� NCDOT NCDOT NCDOT NCDOT NCDOT Riffle Class Boulder Class II Class I Class B Class A #57 Riprap Riprap Riprap Riprap Stone 1 0% 0% 70% 0 25% 5% 11 0% 65% 0% 30% 0% 5% 3 CONSTRUCTED RIFFLE SCALE: NOT TO SCALE v v r" z Fcn 0 0 o_�Cn �--� Z -i _ > =C>>>M = cn vo 0 Z�ar_1 • OOH nDyD CnO z r n O Z Zn Z _vac, vm c C m = 0o m cn 000 r z y =mv Z >> m r v m v I 0 > C a� o r z U Cl) 0 m III M �Z 0 r m SHEET 1 OF 3 838.01 I I I I I I I I I I 77I / 1I II II _ II PLAN G M G I I I I I II I -�-� -- , ---t- --�-�- I L DOWEL OPTIONAL CONSTRUCTION JOINT SECTION VIEW "A -A" N TS PLACE GROOVE OR SLOPE AS INDICATED ON PLANS BELL END OF PIPE 9 / TO FACE OF WALL S 3, CONC. °= \ PIPE #4-BARS i', ~ O 12„ B (IF CONST. JOINT IS USED) DOWEL END ELEVATION BAR -r'Xrr ' TAIL LENGTI (TYP.) EXISTING CHANNEL DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE PIPE SINGLE PIPE DOUBLE PIPE LOC. DIA. 15" 18" 24" 30" 36" 42" 48" 15" 18" 24' 30 36 42" 48" BARS "X" "X" "X" "X" "X" "X" Y* "X" Y* ""X" '?X'? ""X" "X" "X" 'Y' Y* "X" Y* G QTY. 2 2 3 3 4 4 2 5 2 2 2 3 3 4 4 2 5 2 M QTY. - - - - - - - 1 1 2 2 2 2 3 G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 TOTAL LBS. 9 1 9 174 1 14 1 19 55 65 12 12 19 1 19 23 77 92 DIMENSIONS AND CONCRETE QUANTITIES USING CONCRETE PIPE COMMON DIMENSIONS SINGLE PIPE DOUBLE PIPE D H B G T S L YD3 M L YD3 15" 3'-3" V-8" 2'-9" 21/4" 91-�2" 5'-6" 0.7 2'-2" 7'-8" 1.0 1B" 3'-7" l'-10" 3'-2" 2112" 10" 6'-4" 1.0 2'-7" 8'-11" 1.3 24" 4'-2" 2'-1" 4'-0" 3" loll 8'-01' 1.5 3'-5" 1V-5" 2.0 30" 1 5'-0" 2'-fill 4'-7" 41/4" 11Y2" 9'-2" 2.3 4'-3" 13'-5" 3.1 36"" 5"-8""1 2"-B 5'-6" 1 43/4" 111/2" 1V-O" 3.4 5'-0" 16'-0," 4.5 42" 1 6'-2" 3'-1" 6'-4" 514" 11%2 12'-8" 4.5 5'-10" 18'-6" 6.0 48" 1 6'-9" 1 3'-5" 7'-2" 1 53/4" 11%2" 14'-4" 6.0 6'-8" 21'-0" 8.0 *SEE SHEET 3 6 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS SCALE. NOT TO SCALE T5 @ 6" TOP & BOTTOM ID, Z 2-'"010" -.{J O U) 1' 14aXa" :1• 3., " 2 2" I� r s � � 2. FILL FACE 2" Q Q� - FILL ACE •�l S IN BOPPOFRFOOTINO �WING N�8�?zl Ooc4= '0 SHOWNOT "N•� LU Q LL 22 Vl P l' 4° e„ 1' s" Z" Ta Q U' ¢UL_ 00 C3WINGN'All _ - {~rjH 0~bLU s I m �� asp+¢ 5" N T4 z H T4 z3 6 _' T" 8,, 9_ T5 @T6," -8F- CL F LLj 0 rp, 61rd" 5-N3�,'2@Na 2-N`' SECTION - AA a s•, 2' 9 SECTION - Ig6 PLAN SEE STD. OWG. 838.45 FOR GENERAL NOTES. BILL OF MATERIAL FOR ENDWALL e'-6" REINF. STEEL 1 PIPE J 5 SPA. La9" FILL BAR SIZE LENGTH NO. MEI99T J 2 Q1 FACE 2-142, 2-113, 2-N4 B1 #4 5r-fir' 4 15 OC 4 W FIL @ ell 2 SPA, @ 1'-9" STR.LL 3 0 � FILL FACE FACE 2-H1, Y-H2 H2 82 #$ 4'- fill 4 12 LL 0 0 3 SPA. @ l'-2" FILL 2 SPA, @ 1'-$" G1 #7 81- .rr 2 33 (S' Z 1-V1 STR, FACE FACE 3-H1, 1-H2 V2 FILL FACE Z W N2 1-Y2, 1-V3, 1-V4 H1 #4 5'-fill 10 37 H C17 2-B2 H2 #4 1 3`-6 4 9 W N4 N1 #$ 7'-11" 4 21 rr I- r ys 3" 9 DRAINS u4 fill ABOVE N2 44 fi'-7" 4 1 B a cc 0- � FLOW LINE H1 N3 04 5°-a„ 4 16 cr Z Cy - _I - N4 �}4 4` 9" 4 13 iu a z„ T1 04 11'-10" B 47 Z � T4 .CD CuvSl. II >-E•i T4 #4 5'-3" 6 21 1- 0 LU n- WING ELEVATION T5 #4 2'-B" 34 57 LL1 _ 7 c ELEVATION V1 04 5'-s" 2 $ IVC V2 #4 4'-10" 2 6 Cl) z rs v V3 #4 3"-11" 2 5 Q LL 2 3" 5" V4 #4 3' -1 " 2 4 Cr H Z3' O°' Z 1 #4 3' - 1 1" 6 16 LU Z3 2'-7" Z2 #4 3'-6ll" 4 N 6"HK. 73 ft4 3'-111 4 8 I "H" BARS 'IN" BARS "Zr' BARS REINF. STEEL LBS. 354 "H", "N", iS "Z° BAR DINENSIpNS ARE OUT i0 pU7. SHEET 1 OF 2 cal;.; R.C. CU. YDs 5.0 838.21 REINFORCED CONCRETE ENDWALL - 54" 7 SCALE: NOT TO SCALE ACEMENT )F ROCK TOE z oU) �Q LLJ�i--iZ 00ULU x Q U O H H l-= zw cnH-LLOJ 00Cnrr z ,> 1 CL IM ~ LU W J O � o0 Z LU N W u) 0> cc J O 0 rn LL. v J W w 0 J a CL o3aCL z W c) W CIO LU IM U) LU ~ C7 Ili 0 LU v Z Ln Z Q r 0 V -IEET 1 OF 3 838.01 CONCURRENT REVIEW APPROVAL CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and authorization for construction is not to be considered to represent total compliance with all legal requirements for development and construction. The property owner, design consultants, and contractors are each responsible for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State, and Federal Rules and Regulations. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES STORMWATER PLANNING/ZONING FIRE URBAN FORESTRY SITE ACCESSIBILITY PERMIT SET ;_ O U r� ui o o N E = z IN LLn cm Q U W a O C', a LL 0' z U LU 0 •--I 0� C.U.) d (D z Mtn U x .� Q a o Ln a¢ru LL_ Ce 170 w o U Ln Z >,M L _ z CD°- w cl� Ln M J LU H- to O O M w > w LU U 0 z O DATE O } 2-3-2020 DRAWN BY S. VANDERGRIFT • DESIGNED BY • CHRIS ROGERS • CHECKED BY • BECKY L. WARD • • SCALE • NTS • • uj IH4 N (n J Q N � W LU z 0 J o 2: U Q Y O V/ LU 0 (D = z w Q Q z LU � o O Lr) 0 � 0 O -u 0C N LU L JOB NO. 44363°002 SHEET NO. 12