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Home My WebLink About20170131 Ver 1_401 Application_20170117VJA < 0 V4111:� Y Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Page 1 of 10 PCN 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: NW 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 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes X❑ No For the record only for Corps Permit: ❑ 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: 7424 Deer Track Drive 2b. County: Wake 2c. Nearest municipality / town: Raleigh 2d. Subdivision name: Hampton Oaks 2e. NCDOT only, T.I.P. or state project no: N//A 3. Owner Information 3a. Name(s) on Recorded Deed: Daniel and Rita Passer Richard A. Hohman 3b. Deed Book and Page No. DB 002954 PG 00494 DB 006114 PG 00450 3c. Responsible Party (for LLC if applicable): 3d. Street address: 7424 Deer Track Drive 7420 Deer Track Drive 3e. City, state, zip: Raleigh, NC 27613 Raleigh, NC 27613 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: Blair Hinkle, 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.: 919-996-7638 4h. Email address: blair.hinkle@raleighnc.gov 5. Agent/Consultant Information (if applicable) 5a. Name: Becky L. Ward 5b. Business name (if applicable): Ward Consulting Engineers, P.C. 5c. Street address: 4805 Green Road, Suite 100 5d. City, state, zip: Raleigh, NC 27616 5e. Telephone no.: 919-870-0526 5f. Fax no.: 919-870-5359 5g. Email address: bward@wce-corp.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 0797353600, 0797352499 1 b. Site coordinates (in decimal degrees): Latitude: 35.8489 Longitude: -78.6377 1 c. Property size: 0.98 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: UT to Big Branch 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: 200 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 including all prior phases) in the past? ❑ Yes ❑X No ❑ 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 ❑X 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. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Temporary T 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. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 P Stabilization UT to Hare Snipe Creek PER Corps 12 143 S2 - Choose one S3 - Choose one - S4 - Choose one - S5 - Choose one - S6 - Choose one - 3h. Total stream and tributary impacts 143 3i. Comments: S1: The stream impacts include bank stabilization. The banks will be sloped back to a stable slope and a bankfull bench established where possible. The outside of bends in pool areas will be stabilized with a rock toe to an elevation that is at or below bankfull. The banks will be seeded, matted, and woody vegetation will be planted for long term stabilization. Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary 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: 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 P Bank Stabilization UT to Hare Snipe Creek No 2,700 0 B2 T Construction Access UT to Hare Snipe Creek No 3,700 1,760 B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 6,400 1,760 61. Comments: Please see documentation attachment Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. 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 ❑X 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). N/A 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ❑X Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. No new impervious area is being added ❑ Yes ❑X No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0 2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project is only to provide long term bank stabilization in an existing stream. 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 X❑ Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes X❑ No attached? 4. DWQ Stormwater Program Review ❑Coastal counties ❑HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ORW (check all that apply): ❑X Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the 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 ❑ YesX❑ 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 ❑ Yes ❑ No letter.) 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 ❑X 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? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 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 ZYes F1 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 stream. 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 El 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. 8. 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) -Z3 _ (� Blair Hinkle, PE Applicant/Agent's Printed Name Date Applicant/ ent's Signature (Agent's signature is valid only if an authorization letter from the applicant is rovided. Page 10 of 10 Documentation for Pre -Construction Notification (PCN) Form 7424 Deer Track Drive, City of Raleigh, NC B. Project Information and Prior Project History 3a. Project Description The project is located in a fully developed residential neighborhood at 7424 Deer Track Drive. The watershed contributing to an unnamed tributary of Hare Snipe Creek in the Neuse River watershed to be repaired is 178 acres. Land use is mostly residential with 4 dwellings per acre, 6 dwellings per acre, apartments, and retail commercial. The project will be limited to stabilization of the existing stream that bisects the back yard of the residence. The site will be accessed from the existing driveway and equipment will be limited to the area shown as the limits of disturbance on the plans. 3b. List the total estimates acreage of all existing wetlands on the property No wetlands are located and within the limits of disturbance for this project. 3d. Explain the purpose of the project The existing stream has been incising for a number of years. The incision has caused unstable stream banks that are actively eroding. The banks have eroded back in some areas exposing roots from adjacent trees. The purpose of this project is to provide long term stabilization of the stream through re -shaping of the stream bank, stream toe reinforcement at bends, and re -vegetation of the stream banks in its current location. Tie-ins to the existing stream dimension and elevation upstream and downstream of the property will be maintained. 3e. Describe the overall project in detail, includingthe he type of equipment to be used. The stabilization project will be limited to the stream on property located at 7424 Deer Track and less than 20 feet of stream length at 7420 Deer Track Drive to tie in the improvements downstream. The stabilization work will be primarily sloping the stream banks back to an appropriate slope. The stream has been sized to accommodate bankfull flows and a bench established to accommodate larger flows within this incised profile. The bankfull bench within the south east side of the stream will be graded to transition into the existing natural bench at the downstream tie in. The stream banks will be stabilized with riparian seed, erosion control matting, and woody vegetation. On the outside of bends in pools, the stream toe will be stabilized with a rock toe to resist the higher flow stresses anticipated at this location during large storm events. Existing tree removal was minimized only the trees shown on the construction plans with exposed roots or in areas of bankfull benching will be removed. The contractor will work around all other trees to remain. The stream bisects the property and therefore one stream crossing will be required to move construction equipment to the east side of the stream. The stream crossing will be bridge mats that will be placed at the top of the banks, no stream disturbance will occur. The stream has good pattern and a stable profile therefore no work will be completed in the channel, only work will be completed on the stream banks and within the stream buffers. The stream buffer in zone one will be impacted for construction access. Work in zone 2 will be for construction access and stream bank stabilization. The equipment to be used in the project is earth moving equipment and various other support apparatuses. Heavy equipment may include hydraulic excavator, compactors, bulldozers, skidsteer loaders, and dump trucks to load and unload materials. The construction equipment will enter the site from Deer Track Drive along an existing driveway and will perform all construction within a defined limit of disturbance. Work will be completed primarily from the west bank with access to the east bank provided by a bridge mat crossing. C. Proposed Impacts Inventory 6i- Comment -,- B 1: Stream bank stabilization with occur along the east and west banks. The area will be re- graded, matted, and re -vegetated. B2: Construction equipment will enter from Deer Track Drive. The area will be re -vegetated to match existing yard or natural area conditions. D. Impact Justification and Mitigation la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. This project is necessary to stabilize the stream channel and to eliminate active erosion of the stream channel bank. The project has been minimized by limiting the repairs to the stream bank. No changes in pattern or profile are proposed with this design. The buffer impacts have been minimized in the wooded area by identifying access areas and the preservation of as many trees as possible within the forested buffer. lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Bypass pumping of the normal flow for the stream will be maintained while work on the bank and stream toe is in progress. 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 by hand. 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. Habitat is not present for Wake County listed vertebrate and invertebrate endangered species with the exception of Northern Long Eared Bats. Michaux's sumac prefers open areas and is relatively shade intolerant. The site is forested with other open areas currently being mowed. A few trees are planned to be removed as a part of the project however it is not anticipated that these few trees would not be an impact to critical habitat for the Northern Long Eared Bat in Wake County. This work could be completed prior to or after nesting if required by US Fish and Wildlife. 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N m� � '� / Q !` PO ��O a � o Pond � �) t Markwood VA N ELL AYE ckana -q 0 C010�1 7424 DEER TRACK DRIVE USGS QUAD MAP CITY OF RALEIGH, NORTH CAROLINA DATE: SEPTEMBER 19, 2016 USGS QUADRANGLE WARD CONSULTING ENGINEERS, PC RALEIGH WEST 2013 SCALE: 1 =2000 4805 Green Road, Suite 100919 870-0526 �_ Raleigh, NC 27616 FAX (919) 870-5359 `t,' F V L/, _ CgC Ve;, ;' --- ,�� I m .. ep.. Cgg Apc AgC2 Cg62 4C2 PD CgC .\yB \ CgC / APC \ CeB CeB2 \ C4 CgC2 Cg6CeC2 \ " ApC2 CeC2 i .. ;gB2,\\ ep AgB2 _ \\ CeDqgg / c? Me ApC2 ApC2 CeC v�� Cel CgB2 CeC2 \ CgC2 A9B2 ApD CeD ApC2 Cel --- CgC2 CgB2 AgB CeD ApD \ ,�N I CeB2 CeC2 CeC2 V v Effie G en Me Eff M a J QQ� CgC2 C 82 eh ase2 W /PROJE ' CeD A ApC2 —�- WY CeB2 CeC2 CeD HeD � ApC2 f— .. CeC2 Ap6 --- CIB3 CeB2 9� CeC2 .-. ` Q CeD CBC CeB2 )/ cc ApC2 �. —S. \ CeC2 30 U AoC Y WwE ;e82 a ria( ,I CeD I ... Ce 1 CeC2I� \ — Ce �.. WwE WwE CeB2 A \ r CeC2 / 1 eC2 T inity \ CeC2 CeC2 / , ... _ .. ch CeC2 � . \, \ � APB2 ApC2 �� — APB2 a 5 CeD �\ QAC Ww CeB2 h � APC2 CgB2 CeB2 ApB2 ApC2 ` CeC2 \ . WwE \ CeC2 � � ApB Wml CeB2 CeC aC2 CeB2 \CeC2 CeD I Ap CeC2 CeD.: CeB2 ApD / _ CeC2 CeD....- —� Ce62 P I / APC CeC2` \ CeB2 IP/ ApD / i •. �. CeC2 '/ f` CeD / ApC2 MeApB L.. —_... \ CeD APB2 Ce62 y, APC CeD CeC2 CeB2 = '✓ 4� eGL. ma � ApC2 Wy . --_ _ CeC2 APD CeD \ o LoD / __-- Ma CeB2 CeD O o CeC2 CgC2 PQ _� — CeC2 C%62 CBC2 �Q. CeB2 Ma WwC WwE 7424 DEER TRACK DRIVE SOILS MAP CITY OF RALEIGH, NORTH CAROLINA DATE: SEPTEMBER 19, 2016 SOURCE: USDA SCS (NOW NRCS) SOIL SURVEY WARD CONSULTING ENGINEERS, PC WAKE COUNTY, NORTH CAROLINA ISSUED NOVEMBER, 1970 SCALE: NTS C 4805 Green Road, Suite 100(919) 870-0526 �� Raleigh, NC 27616 FAX (919) 870-5359 Existing Morphological Data Project: 7424 Deer Track Drive Date: 9/15/2016 Prepared By: C. Rogers Existing Maximum Bankfull Bankfull Bankfull Bankfull Width to Bankfull Bottom Cross Section Feature Station Elevation Width Wbkf Area Abkf Depth dbkf Depth Ratio Depth Width (ft) (ft) (ft) (SF) (ft) W/D dmbkf (ft) 1 Glide 1+69.7 86.1 9.8 21.4 2.2 4.51 2.6 9.4 2 Riffle 1+82.2 86 9.3 20.3 2.2 4.28 2.8 6.4 3 Pool 2+43.4 85.7 14.5 32.2 2.2 6.5 3.9 4.0 4 Riffle 2+64 85.6 10.6 26.6 2.5 4.23 3.3 5.6 5 Pool 2+84.1 85.3 7.7 15.6 2.0 3.78 3.6 6.5 6 Riffle 3+07 84.8 10.2 23.6 2.3 4.4 3 6.2 7 Riffle 3+38.6 84.7 19.1 25.7 1.3 14.21 3.2 3.9 a i;i w a tlevamm lieeip Tr.i yr g -- B4. da ■ � M W Tc✓ �"- � ■ 83.95 Tw E TW c9 $Z.&5� T H� ;� 83.57 Tw NR ly Y .16 c 433.95 j �' ■i 7-W 433. p` i O f� D 6f Tw o 93.77 gz. Tw 5•i Ir � ■ -4.1�' .63.48 iw Rp 14-7', �f f E33. je,dv Xc y �� c 1'7 :2 � `-_---�•'-�E'diKis 'W ER / r dCr 9 a 'S+ � 2.93 ■ � � T�✓ 1 N + 1.95 I 1¢W T o 7 Hi? p iu.-i 1 ga.44 o Sz -gF7 n° ■ cn iv a_rc' Cn z d �. o Co o ■ 7W a ° -n ..,� Y In O z - $ LA Z .+ 01 co Q �� j c 10� x eo • x yr _ Tw /-7 S 1 0 0 ■ i� TiJ ,n S 5 E,LI .4 T 81,7 + cn J rw FIR gz.f9 -- ■ t) w cP * D Lf o X ■ N fr. ■ ~l Ito PC! 7,3.4ti 01,5s 0 0 rn A +7 I Scanned by CamScanner Project: Deer Track Location: Existing Cross Section A Station: 1+94 Benchmark description: Riffle Date: 9/14/2016 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 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. Height 117== Back -Si ht Instrumentbe "TW", "Bankfull right" and "bankfull left" MUST entered verbatim in this column for the sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. 6 Bankfull Bankfull Cross Section Left I Right Left I Right Station 2 X Bankfull Station I Elevation I Station Station BS HI FS Elevation Left End Station Ri ht End Station Station Elevation Elevation from bankfull Incremental Av Height (H) g Incremental Distance (ft) Incremental Area (ftp) Station Distance Between Points Feet Feet Feet Feet Feet Purple rows are for additional data. Start station O+Og 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. Elevation Station Elevation 0 0 0 0 0 0 0 0 These are parameters that cells. are used for morphology calculations, after any adjustments below. There is no need to change these 0 0 0 0 0 0 0 0 100 82.2 96.91 861 102.91 01 0 0 0 0 0 0 0 0 0 82 87.0 0 0 0 0 0 0 0 0 0 94.5 87.0 0- 0 0 0 0 0 0 0 0 96.7 86.7 0 0 0 0 0 0 0 0 96.9 86.0 bankfull left 0 96.9 86 0 0 0 0 0 0 97.1 85.0 96.9 97.1 85 1 0.5 0.2 0.1 0 1.019804 97.3 84.0 97.3 84 2 1.5 0.2 0.3 0 1.019804 97.5 83.0 TOE L 97.5 83 3 2.5 0.2 0.5 0 1.019804 100 82.2 TW 100 82.2 3.8 3.4 2.5 8.5 0 2.624881 101.8 83.0 TOE R 101.8 83 3 3.4 1.8 6.12 0 1.969772 102 84.0 102 84 2 2.5 0.2 0.5 0 1.019804 102.4 85.0 - 102.4 85 1 1.5 0.4 0.6 0 1.077033 102.9 86 bankfull right 1 102.9 102.91 86 0 0.51 0.5 0.25 0 1.118034 103 86.2 0 0 0 0 0 0 0 0 105A 87 0 0 0 0 0 0 0 0 135.9 88 0 0 0 0 0 0 0 0 0 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 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 01 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 01 01 01 0 0 0 0 0 00 20 0 01 0 0 0 00 0 0 0 0 0 Pull down orange if more rows needed. 0 01 01 0 0 0 0 0 95.00 90.00 85.00 80.00 75.00 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 125.00 t Bankfull 2 x Bankfull These numbers are taken from the raw data table. There is no need to change these cells Bankfull Width ft 6 Bankfull TOB TW Left I Right Left I Right Station I Elevation Station I Elevation I Station Elevation Station I Elevation I Station I Elevation 1001 82.2 96.91 861 102.91 01 01 01 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 0 Left I Ri ht Left Riht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 01 01 01 01 01 01 01 01 0 0 These are parameters that cells. are used for morphology calculations, after any adjustments below. There is no need to change these TW Bankfull TOB Left I Ri ht Left Riht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 82.2 96.91 861 102.91 01 0 0 0 0 Bankfull Stream Morphology Station Elevation 96.9 86 W bkf = 6 102.91 86 Abkf = 16.87 2xBankfull dbkf = 2.811667 Station Elevation W/D = 2.13 #NUM! 89.8 Error, data needed if red dmbkf = 3.8 89.8 Wfpa= 205.00 Average Bankfull Elevation ft86 Bankfull Width ft 6 Bankfull Area ft 16.87 Bankfull Wetted Perimeter ft 10.86894 Bankfull Hydraulic Radius ft 1.55213 Low Bank Height ft -82.2 Avera a PIN Elevation ft 0 LPIN and RPIN Sta Elev 0 0 0 0 PIN Area 0 Cross Sectional Area Between Endpoints Calculations Sta Elev Area 0- 0 0- 0 0- 0 82 - 0 0- 0 0- 0 0- 0 o- 1 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 o- 0 0 Ao - o red, cross section does not reach mkfull elevation, add data. Project: Deer Track Location: Existing Cross Section B Station: 2+46 Benchmark description: Riffle Date: 9/14/2016 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 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. ==17-1i-911 ack-Si ht Instuhment Fore -Si ht Hei ht be antes d verbatankfull 9m in th sht" and 1columfnlforfthedUST sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. - TW - Bankfull Cross Section Station Elevation I Station I Elevation Station 2 X Bankfull 1001 Station BS HI FS Elevation Left End Station Ri ht End Station Station Elevation Elevation from bankfull Incremental Av Height (H) g Incremental Distance (ft) Incremental Area (ftp) 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. Elevation Station Elevation 75.00 01 01 0 0 0 0 0 0 0 0 Left Ri ht Left Ri ht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 71 86.0 0- 0 0 0 0 0 0 0 0 90 86.0 TOBL, bankfull left o 0- 90 86 0 0 0 0 0 0 92 85.0 90 o 92 85 1 0.5 2 1 0 2.236068 94 84.0 o- 94 84 2 1.5 2 3 0 2.236068 95.5 83.0 TOE L o 95.5 83 3 2.5 1.5 3.75 0 1.802776 100 82.7 TW 100 82.7 3.3 3.15 4.5 14.175 0 4.509989 101.7 83.0 TOE R 101.7 83 3 3.15 1.7 5.355 0 1.726268 102 84.0 102 84 2 2.5 0.3 0.75 0 1.044031 102.3 85.0 - 102.3 85 1 1.5 0.3 0.45 0 1.044031 102.4 86.0 TOBR, Bankfull right 102.4 102.4 86 0 0.5 0.1 0.05 0 1.004988 111.4 87.0 TOE R - 0 0 0 0 0 0 0 0 140.3 88.0 01 0 0 01 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 01 0 0 01 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 01 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. 1 01 0 0 0 0 0 0 011 95.00 90.00 85.00 - TW - Station I Elevation Station Elevation I Station I Elevation Station -cross se�lon -1- Bankfull 2 x Bankfull 1001 82.7 - 90 86 102.4 86 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. 80.00 Bankfull TOB 0 - I Ri ht Left Riht Station Elevation Station Elevation 1 Elevation Station Elevation 75.00 01 01 - - 01 01 0 These are parameters that cells. are used for morphology calculations, after any adjustments below. There is no need to change these TW Bankfull TOB 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 125.00 These numbers are taken from the raw data table. There is no need to change these cells Bankfull Width ft Bankfull TOB TW Left I Right Left I Right Station I Elevation Station Elevation I Station I Elevation Station Elevation I Station I Elevation 1001 82.7 901 861 102.4 90 86 102.4 86 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 0 Left I Ri ht Left Riht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 01 01 01 01 01 01 01 01 01 0 These are parameters that cells. are used for morphology calculations, after any adjustments below. There is no need to change these TW Bankfull TOB 0- Left Ri ht Left Ri ht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 82.7 90 86 102.4 0 90 86 102.4 86 Bankfull Stream Morphology Station Elevation 90 86 WW = 12.4 102.4 86 Abkf = 28.53 2xBankfull dbkf = 2.300806 Station Elevation W/D = 5.39 #NUM! 89.3 Error, data needed if red dn- W = 3.3 89.3 Wfpa= 140.00 Average Bankfull Elevation ft86 Bankfull Width ft 12.4 Bankfull Area ft 28.53 Bankfull Wetted Perimeter ft 15.60422 Bankfull Hydraulic Radius ft 1.828352 Low Bank Height ft 3.3 Avera a PIN Elevation ft 0 LPIN and RPIN PIN Area Sta Elev 0 0 0 0 0 Cross Sectional Area Between Endpoints Calculations Sta Elev Area 0- 0 0- 0 0- 0 71 - 0 0- 0 0- 0 0- 0 o- 1 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 1 0 0- 0 0- o 0- 0 0- o 0- 0 0- o 0- 0 0- 0 0- 0 0- o 0- 0 0- o 0- o o- o 0- o o- o o- o red, cross section does not reach mkfull elevation, add data. Project: Deer Track Location: Existing Cross Section C Station: 2+46 Benchmark description: Pool Date: 9/14/2016 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 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. ==17-1i-911 ack-Si ht Instuhment Fore -Si ht Hei ht be antes d verbatankfull 9m in th sht" and 1columfnlforfthedUST sheet to work. "TOBL", "TOBR",'TOE L" and TOE R" are recommended. - TW Bankfull Cross Section I Elevation Station Elevation Station 2 X Bankfull I Elevation I Station Elevation Station BS HI FS Elevation Left End Station Ri ht End Station Station Elevation Elevation from bankfull Incremental Av Height (H) g Incremental Distance (ft) Incremental Area (ftp) 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. Station Elevation Station - 01 0 0 0 0 0 0 0 0 Bankfull TOB - 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 28 87.0 0 0 0 0 0 0 0 0 0 78 86.0 0- 0 0 0 0 0 0 0 0 82 85.9 0 0 0 0 0 0 0 0 91 86.3 0 0 0 0 0 0 0 0 0 93.7 86.1 0- 0 0 0 0 0 0 0 0 97.9 85.0 TOBL, bankfull left 95.227273 95.227273 85.7 0 0 0 0 0 0 98.4 84.3 98.4 84.3 1.4 0.7 3.172727 2.220909 0 3.467881 98.6 82.3 TOE L 98.6 82.3 3.4 2.4 0.2 0.48 0 2.009975 99.2 82.1 99.2 82.1 3.6 3.5 0.6 2.1 0 0.632456 100 81.8 TW 100 81.8 3.9 3.75 0.8 3 0 0.8544 102.4 82.2 102.4 82.2 3.5 3.7 2.4 8.88 0 2.433105 105.5 82.7 TOE R 105.51 82.7 3 3.25 3.1 10.075 0 3.140064 105.9 83.5 105.9 83.5 2.2 2.6 0.4 1.04 0 0.894427 110.3 86.0 TOBR, Bankfull right 109.772 109.772 85.7 0 1.1 3.872 4.2592 0 4.453356 121.1 87.0 0 0 0 0 0 0 0 0 151.1 88.0 0 0 0 0 0 0 0 0 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 01 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 01 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 95.00 90.00 - TW - T I Elevation Station Elevation Station Elevation Station I Elevation I Station Elevation 1001 81.81 97.91 851 110.31 85.00 85 110.3 86 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. - Bankfull TOB 0 Left Ri ht Left Ri ht -cross sedron -1- Bankfull 2 x Bankfull Elevation 80.00 Elevation Station Elevation Station - 01 01 01 0.71 - 01 01 0 These are parameters that cells. 75.00 TW Bankfull TOB - - Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 81.8 97.9 85.7 110.31 01 97.91 85 110.3 86 0- 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 125.00 These numbers are taken from the raw data table. There is no need to change these cells Bankfull Width ft Bankfull TOB TW Left Right Left Right Station I Elevation Station Elevation Station Elevation Station I Elevation I Station Elevation 1001 81.81 97.91 851 110.31 1 97.91 85 110.3 86 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 0 Left Ri ht Left Ri ht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 01 01 01 0.71 01 01 01 01 01 0 These are parameters that cells. are used for morphology calculations, after any adjustments below. There is no need to change these TW Bankfull TOB 0- Left Ri ht Left Ri ht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 81.8 97.9 85.7 110.31 01 97.91 85 110.3 86 Bankfull Stream Morphology Station Elevation 95.22727 85.7 W bkf = 14.54473 109.7721 85.7 Abkf = 32.05511 2xBankfull dbkf = 2.203899 Station Elevation W/D = 6.60 #NUMI 69.6 Error, data needed if red dmbkf = 3.9 89.6 Wfpa= 225.00 Average Bankfull Elevation ft85.7 Bankfull Width ft 14.54473 Bankfull Area ft 32.05511 Bankfull Wetted Perimeter ft 17.88566 Bankfull Hydraulic Radius ft 1.792224 Low Bank Height ft 3.2 Avera a PIN Elevation ft 0 LPIN and RPIN PIN Area Sta Elev 0 0 0 0 0 Cross Sectional Area Between Endpoints Calculations Sta Elev Area 0- 0 0- 0 0- 0 28 - 0 0- 0 0- 0 0- 0 o- 1 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- o 0- 0 0- o 0- 0 0- o 0- 0 0- 0 o- 0 o- o o- 0 0- 0 o- o 0- o red, cross section does not reach mkfull elevation, add data. Project: Deer Track Location: Existing Cross Section D Station: 2+67 Benchmark description: Riffle Date: 9/14/2016 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 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 -Si ht Instuhment Fore -Si ht Hei ht be antes d verbatankfull 9m in th sht" and 1columfnlforfthedUST sheet to work. "TOBL", "TOBR", "TOE L" and TOE R" are recommended. Bankfull TOB TW Bankfull Cross Section I Elevation Station Elevation I Station 2 X Bankfull - Station BS HI FS Elevation Left End Station Ri ht End Station Station Elevation Elevation from bankfull Incremental Av Height (H) g Incremental Distance (ft) Incremental Area (ftp) 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 bankfulto 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. - -.-cross salon -�- Bankfull 2 %Bankfull 75.00 0 0 0 0 0 0 0 0 70.00 0- 0 0 0 0 0 0 0 0 0- 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 125.00 0 0 0 0 0 0 0 0 45 85.7 0 0 0 0 0 0 0 0 0 54.7 86.0 0- 0 0 0 0 0 0 0 0 71.3 86.0 0 0 0 0 0 0 0 0 79 85.9 0 0 0 0 0 0 0 0 0 84.4 86.0 0- 0 0 0 0 0 0 0 0 87A 86.1 0 0 0 0 0 0 0 0 91.4 86.0 0 0 0 0 0 0 0 0 94.9 85.9 - 0 0 0 0 0 0 0 0 95.4 85.0 TOBL, bankfull left 95.066667 95.066667 85.6 0 0 0 0 0 0 96 84.0 - 96 84 1.6 0.8 0.933333 0.746667 0 1.852326 96.4 83.3 96.4 83.3 2.3 1.95 0.4 0.78 0 0.806226 98.1 83.0 98.1 83 2.6 2.45 1.7 4.165 0 1.726268 99.2 82.6 Toe L 99.2 82.6 3 2.8 1.1 3.08 0 1.17047 100 82.5 TW 100 82.5 3.1 3.05 0.8 2.44 0 0.806226 100.6 82.5 100.6 82.5 3.1 3.1 0.6 1.86 0 0.6 102.1 82.6 102.1 82.6 3 3.05 1.5 4.575 0 1.50333 103.3 82.4 103.3 82.4 3.2 3.1 1.2 3.72 0 1.216553 104.8 82.3 TOE R 104.8 82.3 3.3 3.25 1.5 4.875 0 1.50333 104.8 84.7 1 104.8 84.71 0.9 2.1 0 0 01 2.4 105.7 85.6 TOBR, Bankfull right 105.7 105.7 85.6 0 0.45 0.91 0.405 0 1.272792 109.90 86.20 0 0 0 0 0 0 0 0 113.90 86.60 0 0 0 0 0 0 0 0 124.00 87.00 0 0 0 0 0 0 0 0 151.00 88.00 0 0 0 0 0 0 0 0 0 0 0 0 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 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pull down range if more rows needed. 1 0 0 0 0 0 0 0 0 95.00 90.00 Bankfull Width ft Bankfull TOB TW - - - I Elevation Station Elevation I Station I Elevation Station - 1001 82.5 95.41 851 105.71 95.4 85 105.7 85.6 ------------- TW Bankfull TOB 0 Left 85.00 80.00 Station Elevation - - - -.-cross salon -�- Bankfull 2 %Bankfull 75.00 01 01 -- -- - 01 0 0 These are parameters that cells. - TW 70.00 0- Left I Ri ht Left Riht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 82.5 95.4 85.6 105.7 0 95.4 85 105.7 85.6 0- 0 0- 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 125.00 These numbers are taken from the raw data table. There is no need to change these cells Bankfull Width ft Bankfull TOB TW Left I Right Left I Right Station I Elevation Station Elevation I Station I Elevation Station Elevation I Station I Elevation 1001 82.5 95.41 851 105.71 95.4 85 105.7 85.6 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 0 Left I Ri ht Left Riht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 01 01 01 0.61 01 01 01 01 0 0 These are parameters that cells. are used for morphology calculations, after any adjustments below. There is no need to change these TW Bankfull TOB 0- Left I Ri ht Left Riht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 82.5 95.4 85.6 105.7 0 95.4 85 105.7 85.6 Bankfull Stream Morphology Station Elevation 95.06667 85.6 W bkf = 10.63333 105.71 85.6 Abkf = 26.64667 2xBankfull dbkf = 2.505956 Station Elevation W/D = 4.24 #NUMI 89.1 Error, data needed if red dmbkf = 3.3 89.1 Wfpa= 225.00 Average Bankfull Elevation ft85.6 Bankfull Width ft 10.63333 Bankfull Area ft 26.64667 Bankfull Wetted Perimeter ft 14.85752 Bankfull Hydraulic Radius ft 1.79348 Low Bank Height ft 2.5 Avera a PIN Elevation ft 0 LPIN and RPIN PIN Area Sta Elev 0 0 RE 0 0 Cross Sectional Area Between Endpoints Calculations Sta Elev Area 0- 0 0- 0 0- 0 45 - 0 0- 0 0- 0 0- 0 OF 0 o- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- o red, cross section does not reach mkfull elevation, add data. Project: Deer Track Location: Existing Cross Section E Station: 2+88 Benchmark description: Pool Date: 9/14/2016 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 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. ==17-1i-911 ack-Si ht Instuhment Fore -Si ht Hei ht be antes d verbatankfull 9m in th sht" and 1columfnlforfthedUST sheet to work. "TOBL", "TOBR",'TOE L" and TOE R" are recommended. - TW Bankfull Cross Section I Elevation I Station Elevation Station 2 X Bankfull I Elevation I Station Elevation Station BS HI FS Elevation Left End StationStation Ri ht End Station Elevation Elevation from bankfull Incremental Av Height (H) g Incremental Distance (ft) Incremental Area (ftp) 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. Station Elevation Station Elevation Station Elevation -cross salon -1- Bankfull 2 %Bankfull 0 0 0 0 0 0 0 0 Bankfull TOB 0- 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 40.1 85.7 0 0 0 0 0 0 0 0 0 43.4 86.0 0- 0 0 0 0 0 0 0 0 61.1 86.0 0 0 0 0 0 0 0 0 65.1 85.4 0 0 0 0 0 0 0 0 0 77.7 85.8 0- 0 0 0 0 0 0 0 0 91.7 85.7 TOBL, Bankfull left 0 0 0 0 0 0 0 0 93.1 83.2 TOE L 91.924 91.924 85.3 0 0 0 0 0 0 94.1 83.0 - 94.1 83 2.3 1.15 2.176 2.5024 0 3.166224 95 82.9 95 82.9 2.4 2.35 0.9 2.115 0 0.905539 97.9 82.3 97.9 82.3 3 2.7 2.9 7.83 0 2.961419 99 82.0 99 82 3.3 3.15 1.1 3.465 0 1.140175 100 81.7 TW 100 81.7 3.6 3.45 1 3.45 0 1.044031 100.3 81.7 TOE R 100.3 81.7 3.6 3.6 0.3 1.08 0 0.3 100A 82 100.4 82 3.3 3.45 0.1 0.345 0 0.316228 100.6 83 100.6 83 2.3 2.8 0.2 0.56 0 1.019804 100.9 84 100.9 84 1.3 1.8 0.3 0.54 0 1.044031 101.2 85 101.2 85 0.3 0.8 0.3 0.24 0 1.044031 101.50 86.00 TOBR, Bankfull right 101.29 101.29 85.3 0 0.15 0.09 0.0135 0 0.313209 120.90 87.00 01 0 0 01 0 0 0 0 156.10 88.00 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 01 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n Oran a if more Pull dowrows needed. 0 0 0 0 01 01 0 0 95.00 90.00 - TW - Station I Elevation I Station Elevation Station - I Elevation I Station Elevation 1001 81.71 91.71 85.71 101.51 1 91.71 85.71 101.5 86 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. 85.00 Bankfull TOB 0 - Ri ht Left Ri ht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation -cross salon -1- Bankfull 2 %Bankfull 0 80.00 -0.41 01 0 01 - These are parameters that cells. are used for morphology calculations, after any adjustments below. There is no need to change these TW Bankfull TOB 0- Left Ri ht Left Ri ht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 75.00 91.71 85.31 101.51 01 91.71 85.71 101.5 86 0- - - 0- 0 0- 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 125.00 These numbers are taken from the raw data table. There is no need to change these cells Bankfull Width ft Bankfull I TOB TW Left Right Left Right Station I Elevation I Station Elevation Station Elevation Station I Elevation I Station Elevation 1001 81.71 91.71 85.71 101.51 1 91.71 85.71 101.5 86 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 0 Left Ri ht Left Ri ht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 01 0 0 -0.41 01 0 01 01 01 0 These are parameters that cells. are used for morphology calculations, after any adjustments below. There is no need to change these TW Bankfull TOB 0- Left Ri ht Left Ri ht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 81.7 91.71 85.31 101.51 01 91.71 85.71 101.5 86 Bankfull Stream Morphology Station Elevation 91.924 85.3 W bkf = 9.366 101.29 85.3 Abkf = 22.1409 2xBankfull dbkf = 2.363965 I n Elevation W/D = 3.96 M! 88.9 Error, data needed if red dmbkf = 3.6 88.9 Wfpa= 140.00 Average Bankfull Elevation ft85.3 Bankfull Width ft 9.366 Bankfull Area ft 22.1409 Bankfull Wetted Perimeter ft 13.25469 Bankfull Hydraulic Radius ft 1.67042 Low Bank Height ft 4 Avera a PIN Elevation ft 0 LPIN and RPIN PIN Area Sta Elev 0 0 0 0 0 Cross Sectional Area Between Endpoints Calculations Sta Elev Area 0- 0 o- 0 0- 0 40.1 - 0 0- 0 0- 0 0- 0 o- 1 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- o 0- 0 0- o 0- 0 0- o 0- 0 0- o 0-0 0- o 0- 0 0- o o- 0 o- o o- 0 o- o 0- 0 o- o o- oil red, cross section does not reach mkfull elevation, add data. Project: Deer Track Location: Existing Cross Section F Station: 3+11 Benchmark description: Riffle Date: 9/14/2016 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 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 -Si ht Instrument Fore -Si ht Hei ht TW", entered verbatim in this "bankfull banfulft" MUST sheet mfor to work. "TOBL", "TOBR", "TOE L" and TOE R" recommended. Bankfull I TOB TW Bankfull Cross Section I Elevation Station I Elevation I Station 2 X Bankfull I Elevation I Station I Elevation Station BS HI FS Elevation Left End Station Ri ht End Station Station Elevation Elevation from bankfull Incremental Av Height (H) g Incremental Distance (ft) Incremental Area (ftp) Station Distance Between Points ====�are 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. Station Elevation Station Elevation Station Elevation 01 0 0 0 0 0 0 0 0 Bankfull TOB 0- 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 43.4 85.7 0 0 0 0 0 0 0 0 0 46.7 86.0 0- 0 0 0 0 0 0 0 0 60.2 86.0 0 0 0 0 0 0 0 0 82.3 84.9 0 0 0 0 0 0 0 0 0 83.8 85.0 TOBL, bankfull left 0- 0 0 0 01 0 0 0 0 94.1 85.0 0 0 0 0 0 0 0 0 94.8 84.9 0 0 0 0 0 0 0 0 95.3 84.0 94.829412 94.829412 84.8 0 0 0 0 0 0 95.8 83.0 - 95.8 83 1.8 0.9 0.970588 0.873529 0 2.045004 96 82.2 TOE L 96 82.2 2.6 2.2 0.2 0.44 0 0.824621 97.6 82.0 97.6 82 2.8 2.7 1.6 4.32 0 1.612452 100 81.8 TW 100 81.81 3 2.9 2.4 6.96 0 2.408319 101.5 82.0 101.5 82 2.8 2.9 1.5 4.35 0 1.513275 102.2 82.1 TOE R 102.2 82.1 2.7 2.75 0.7 1.925 0 0.707107 103.3 82.8 103.3 82.8 2 2.35 1.1 2.585 0 1.30384 103.4 83 103.4 83 1.8 1.9 0.1 0.19 0 0.223607 103.6 83.3 103.6 83.3 1.5 1.65 0.2 0.33 0 0.360555 104.40 83.80 104.4 83.8 1 1.25 0.8 1 0 0.943398 104.60 84.00 104.6 84 0.8 0.9 0.2 0.18 0 0.282843 104.80 84.80 TOBR, Bankfull ri ht 104.8 104.8 84.8 0 0.4 0.2 0.08 0 0.824621 106.40 85.00 0 0 0 0 0 0 0 0 108.00 85.40 0 0 0 0 0 0 0 0 124.40 86.00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 Pull down orange if more rows needed. 0 0 0 0 01 01 0 0 95.00 90.00 85.00 80.00 75.00 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 125.00 cross Semon Bankfull 2 X Bankfull These numbers are taken from the raw data table. There is no need to change these cells Bankfull Width ft Bankfull I TOB TW Left I Right I Left I Right Station I Elevation Station I Elevation I Station I Elevation I Station I Elevation I Station I Elevation 1001 81.8 83.81 851 104.81 83.8 85 104.8 84.8 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 0 Left I Ri ht Left Riht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 01 01 0 -0.21 01 01 01 01 0 0 These are parameters that cells. are used for morphology calculations, after any adjustments below. There is no need to change these TW Bankfull TOB 0- Left Ri ht Left Ri ht Station Elevation Station Elevation Station Elevation Station Elevation Station Elevation 100 81.81 83.81 84.81 104.8 01 83 .81 84.8 Bankfull Stream Morphology Station I Elevation 94.82941 84.8 W bkf = 9.970588 104.8 84.8 Abkf = 23.23353 2xBankfull dbkf = 2.330206 Station Elevation W/D = 4.28 #NUM! 87.8 Error, data needed if red dmbkf = 3 87.8 Wfpa= 140.00 Average Bankfull Elevation ft84.8 Bankfull Width ft 9.970588 Bankfull Area ft 23.23353 Bankfull Wetted Perimeter ft 13.04964 Bankfull Hydraulic Radius ft 1.780396 Low Bank Height ft 3 Avera a PIN Elevation ft 0 LPIN and RPIN PIN Area Sta Elev 0 0 0 0 0 Cross Sectional Area Between Endpoints Calculations Sta Elev Area 0- 0 0- 0 0- 0 43.4 - 0 0- 0 0- 0 0- 0 o- 1 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 0- 0 o- 0 0- 0 o- 0 0- 0 o- 0 o- o red, cross section does not reach mkfull elevation, add data. _\ ` GENERAL NOTES: DEER TACK DRIVE i 1. TREES, SHRUBS, AND HEDGES: THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE CONSTRUCTION ENTRANC'� -3'^ _ _ COR SW -20.09 � � -`-� �1, �`"�"? �„_ �- _ _ � _ 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 7420�_-- _ PRUNING SHALL BE ACCOMPLISHED BY AN ISA CERTIFIED ARBORIST. DEER TRACK i ► 1 1 2. GRASSED SURFACE RESTORATION: ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION DRIVE ; % II i 1 7428 I ARE TO BE SEEDED AND MULCHED PER THE SPECIFICATIONS UNLESS OTHERWISE INDICATED ON THE DEER TRACK DRAWINGS OR AS DIRECTED BY THE ENGINEER. �� --- EXISTING I I DRIVE 3. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH AND/OR NCDOT CONCRETE I i i I STANDARD DETAILS AND SPECIFICATIONS. EXISTING ; �' 4" DRIVEWAY 1 ` I 4. ANY DISTURBANCE WITHIN THE RIGHT-OF-WAY WILL BE REQUIRED TO BE REPLACED TO THE CITY OF GRASS-9� I I i - i RALEIGH AND/OR NCDOT STANDARDS AND INSPECTED. ,a2 I STORM SEMEN 5. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE LATEST CITY OF AREA % i% i/ - 7424 I �� DRAINAGE EA T I RALEIGH STANDARD DETAILS AS FOUND ON THE CITY WEBSITE: DEER TRACK m I EXISTING SSMH I HTTP://WWW.RALEIGHNC.GOV/BUSINESS/CONTENT/PLANDEV/ARTICLES/DEVSERV/DRAWINGSSTANDARDDETAILSINDEX.HTML DRIVE I �►N I TOP=93.0 FT. $ IN.(N)=85.2 FT. CONSTRUCTION SEQUENCE: TREE PROTECTION i i 10"P I �z I N.(W)=85.7 FT. I 1 o EXISTING INV OUT.=85.0 FT. I 1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES AS CALLED FOR ON THE PLANS IN FENCE (TYP.) i s I HEDGE AREA EXISTING HOUSE II 0� 1 NI COORDINATION AND APPROVAL OF THE CITY/PROJECT MANAGER; INSPECT AND MAINTAIN ALL i 10"MA §FFE-94.14' I � I � Z II EROSION CONTROL MEASURES AND DEVICE AFTER EACH RAIN EVENT AND FOR THE EXISTING �� -o I _ , - y DURATION OF CONSTRUCTION. HEDGE AREA $ qC� I I N _ _ - - I _ 2. INSTALL TEMPORARY STREAM CROSSING. 0, w _ - �A SEWEIR ss 3. PERFORM TREE REMOVAL, CLEARING, GRUBBING, AND DEBRIS REMOVAL AS SHOWN ON THE EXISTING SSMH DECK STOR .'� i ► I , - „ RRA CO ss_ --PLANS. TOP=87.94 FT. _ �� I �� 8 ss ss 1 4. INSTALL STREAM PUMP AROUND OR OTHER STREAM DIVERSION MEASURE TO PROTECT WORK 8 IN.(N)=80.86 FT. _ J i i ss= ��s _ _ I AREA ALONG BANK. INV OUT.=80.61 FT. '8s _ _ - x � -- ��- � I i i ss � ss � 5. GRADE STREAM BANK AND INSTALL ROCK TOE AS SHOWN ON PLAN. STABILIZE BANK AS Lm`mp _ - - w w WORK PROGRESSES DAILY. EXPOSED ROOTS TO o z _\ ---"� ��_ ss �I� �`� - o 6. REMOVE TEMPORARY STREAM CROSSING. REMAIN FILL BEHIND z - o ss ss �'� - 1i r �� m N 7. SEED ALL DISTURBED NON -PAVED AREAS AND COMPLETE PLANTING AS CALLED FOR ON APPROXIMATELY 25 FT � � - � � � ss � � �� - _ - - - - - - - v ss� __$�_ _ i I EXISTING �� THE PLANTING PLAN. ss(-) - - _ S 21"rP I GRASS ----- EXISTING FES I 8. REMOVE EROSION CONTROL MEASURES WHEN APPROVED BY CITY INSPECTOR. .' ss__-- --- zo____ o _ _ _��--- „ I AREA 18" RCP OUT=85.8 9. COMPLETE AS -BUILT SURVEY. ,1 ss - ss - ss - ss - ss 's I- -� _ - _' , , - \ \ 3"C M �(n U _ -�-� r,) 14"MA 71 121 "TP lLL_Z O k W L_ oz 1 Lam' � c I EXPOSED ROOTS m o M - - - - -% �M v / s"PR TP \ REMOVE WITH TREE i 16"MA X W 221 7" �. s f I w N APPROXIMATELY 15 FT �Q `�� j �Q _ _ -� O� 8'S , l 37 I �G 21 "TP 12"MA p w/ 1 I G I �\ - 6"C Q \ - EXISTING ��O . - - _ -�`� --as, 8'rP� TOP OF s ,�%'- /' _ ;- i Z W BANK �� ---� ,�.`_ - 0- a4 EXISTING _ = _ s3 <*O �-� 2 ,, \_ STREAM -� 9��' s2 PT XS CENTERLINE af_ �1 0 W L.Ljr( 1 'O M 36 12" ` I i�------ I ti m N 0"Iv�A / p 'e y - a&- \\ �Y \ \ I op a i m �p �d -- 8"TP �� `30"TP -1 -1 12 "MA 12" MA EXISTING DEBRIS Z G� TCE � JCS � Q0 I Vii' �QOI + ao 40� 'moi ' �. ° i QOl �a0Ln 1 a W W TEMPORARY STREAMT,-- ,� - m N N CROSSING 1 WOODED AREA EXISTING '.'"x 4' SPIT -RAIL FENCE x-- _�--�_ '• 20 10 0 20 40 PLAN VIEW - SCALE 1"=20' Y Z 8"-10" Q SIDE BOARD m CLASS A STONE FOR RAMP ONTO MAT NOTES: 1. DEPLOY EROSION CONTROLS AS NEEDED. 2. PERFORM ROUTINE INSPECTION TO INCLUDE REMOVAL OF LOOSE SOIL TRACKED ONTO BRIDGE BY EQUIPMENT AND INSPECTION OF STREAMBANKS FOR STABILITY. 3. MATS SHALL BE POSITIONED TO RETAIN THE NATURAL STREAM CHARACTERISTICS. 4. MATS LAID PERPENDICULAR TO THE STREAM CAN BE SUBSTITUTED WITH PRE -FABRICATED BRIDGE STRUCTURES AS SPAN LENGTHS DICTATE OR AT THE APPROVAL OF THE DESIGNER. 891-1 0" SIDE BI TIMBER MAT (LENGTH AS REQUIRED) (NO GAPS BETWEEN BOARD Y Z m TIMBER MAT TO SUPPORT STREAM BANKS (AS NEEDED) STO N E (50 MIN.) STONE (50 MIN.) TIMBER MAT 8"-10" (LENGTH AS REQUIRED) SIDE BOARD BANK r-% 1 A A I CLASS A STONE FOR RAMP ONTO MATS A \GEOTEXTILE FABRIC PLACED UNDER GRAVEL RAMP 4' WIDE MAT BRIDGE AND TIMBER MAT SUPPORT (AS NEEDED) SECTION BRIDGE MAT STREAM CROSSING 1 SCALE: NOT TO SCALE PUMP ZONE ACTIVE WORK ZONE no 250' MAX DISCHARGE WITH ROCK SILL STABLE OUTLET (NOTE 3) OR ON BEDROCK INLET \ I I 1 INTAKE HOSE DISCHARGE HOSE DEWATERING SEDIMENT PUMP FLOC AS_N_EEDED - SPECIAL STILLING BASIN DIVERSION PUMP WITH ROCK PAD RAW PUMP BASE FLOW NOTE: 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 MORPHOLOGICAL DATA COLLECTED BY: WARD CONSULTING ENGINEERS, P.C. 4805 GREEN ROAD, SUITE 100 RALEIGH, NC 27616 LIMITS OF DISTURBANCE = 10,619 SF. NOTES: 1. UNDERGROUND UTILITY LOCATIONS APPROXIMATE. CONTRACTOR TO VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION. l• CO m v Lo � ^ O lCJ rlI 1 0 WN 0 0 0 UD oo O 04 Wcn04 OZ �m Yy(n - O _ 3:0 C� V O Ld U Z Q �O� O mW0:� co Ld C\2 co CD Ljj VU C0\2 =Z� I CD Q � z ° i 5 Of Ld W ~ W �F--�z �c� `LQ� 1--�U �z O�Q C) Lo (n LW � w co N R �1 v Z a J (n IL 0 Q 0z Z� UV 0z z� �O wW D z a LEGEND: EXISTING SURVEYED LIDAR CONSTRUCTION SET ------- BUFFER LIMITS SS -ss - EXISTING SANITARY SEWER DATE: 1-13-2017 � WE- EXISTING UNDERGROUND ELECTRIC REVISIONS: ------- CENTERLINE OF STREAM - - - - EXISTING TOP OF BANK -x -x -x - EXISTING 6" CHAIN LINK FENCE Loa LIMITS OF DISTURBANCE TCE TEMPORARY CONSTRUCTION EASEMENT PROJECT NO: TEMPORARY STREAM CROSSING PROJECT NAME: DEER TRACK DRIVE TREE REMOVAL DWG NAME: EXISTING CONDITIONS EROSION CONTROL PLAN TP TREE PROTECTION FENCE SCALE: 1 "=20' CONSTRUCTION ENTRANCE SHEET NO. 1 95 85 75 80 CROSS SECTI❑N 1+94 AS VIEWED L❑❑KING DOWNSTREAM 95 85 75 75 85 90 95 95 90 100 105 110 115 120 1255 CROSS SECTI❑N 2+13 AS VIEWED L❑❑KING DOWNSTREAM 1. 2.0' 5.9' 9. 6, 0 DATE: 1-13-2017 \�JI� _ �W// %//i,,,,,,,/, uo► ,u�MEs 0. poll W-1111111 0 WME ON 118110low- CUT CONTOUR 90 un J Q U --GRADE- APROPO TIE INTO PROP ED 3 ROCK TOE 3 Z_ In Q N r i Lo Lo .. .. .. .. .. .. .. .. U ------— — — _W J J 1®® /�■—■_-- I A ■ 95 85 75 75 85 90 95 95 90 100 105 110 115 120 1255 CROSS SECTI❑N 2+13 AS VIEWED L❑❑KING DOWNSTREAM 95 85 75 75 80 85 90 95 95 85 100 105 110 115 1205 CROSS SECTI❑N 2+46 AS VIEWED L❑❑KING DOWNSTREAM 1. 2.0' 5.9' 9. 6, 0 DATE: 1-13-2017 TIE I NTO CUT CONTOUR 90 un J Q U --GRADE- APROPO TIE INTO PROP ED 3 ROCK TOE 3 Z_ In Q N r i Lo Lo r - U ------— — — _W J J J 95 85 75 75 80 85 90 95 95 85 100 105 110 115 1205 CROSS SECTI❑N 2+46 AS VIEWED L❑❑KING DOWNSTREAM 95 90 144 80 85 90 95 90 85 75 95 100 105 110 115 120 J W CROSS SECTI❑N 2+67 AS VIEWED LO❑KING DOWNSTREAM 1. 2.0' 5.9' 9. 6, 0 DATE: 1-13-2017 w Q U U REVISIONS: 90 un J Q U EXISTING GRADE TIE INTO •rte .�..; 4'LIAM TI E INTO In PROJECT NO: 85 ------— — — A - • • • ' • ■Er��'��'�11!■�F' NO M. ■■m— /�■—■_-- I A ■ 0 P 95 90 144 80 85 90 95 90 85 75 95 100 105 110 115 120 J W CROSS SECTI❑N 2+67 AS VIEWED LO❑KING DOWNSTREAM 95 90 85 75 175 75 80 85 90 95 100 105 110 115 120 95 85 75 70 95 \ V/ V.. W Lo _ DEER TACK DRIVE �� Use lip, r— Lo co uG ' � -� tl6E dff —��irr mom— mn co co CN 7420 DEER TRACK _ �$ I I I W 0) m O Z DRIVE �' ��--- ► I 7428 I Y U) ►I II DEER TRACK O O EXISTING 3:I I� I DRIVE p EXISTING -__ CONCRETE W 1 i► 1 GRASS �' 4- °w DRIVEWAY ' fX4 U z Q AREA ' i �9}- -____� I i I O� O W.< PROPOSED SPOIL 'g2 7424 II I20' STORM DRAEASEMENT I co `� N Nap m . i I INAbj AREA SPREAD EXCESS �i DEER TRACK i I I I O W EXCAVATED MATERIAL �� ( m EXISTING SSMH Q Ld DRIVE I I I>G I TOP=93.0 FT. U •0 _ AND GRADE EVENLY. i �� I `� » U2 z MAXIMUM DEPTH � � � � I I�_I I 8 IN.(N)=85.2 FT\':v I CD Q � SHOULD NOT EXCEED i 10"P 1 i�� I EXISTING 8" IN.(W)=85.7 FTO cp I I INV OUT.=85.0 FT 6 INCHES s I --I Z Cd co Q � EXISTING I i I HEDGE AREA �W r- Of W LL.I i J \04 EXISTING o"MA FFOU94.14' II % o 1 � w WU pQ HEDGE AREA i a9 -^\I ►1w _ U Z Q ss __ EXISTING SSMH i !�FCK TORAG ��'�� i� I - w RRA COT=SES SS�-� U � TOP=87.94 FT. � I �,� 1 1 i I. — �`` B = ss� ss �� I O V O ,� � Ld 8 IN.(N)=80.86 FT. o _ '� - J ss -s---- ---- I f� G' INV OUT.=80.61 FT. -as- �� - - I I ss ss Lrm 04 EXPOSED ROOTS TO - - __ ' i�s� s% ��s III ``��`.. - - - . - � woo REMAIN FILL BEHIND _ - li ss ,' - il� __ r - �� m N WITH SOIL _ _ APPROXIMATELY 25 FT j I ss � ss -$a -121 l ► I EXISTING �� OF STREAM BANK - ;� �- --%-; ss �`--- _ �� ..S I GRASS -- EXISTING FES I i ss -- �� d ►1 I AREA 18 RCP OUT=85.8 \ 3 -CM II "TPI1 121`fP WW. 3 PROPOSED -1 -` I' -LL_ Z o 3 ROCK TO �_ 14"MA �, I I EXPOSED ROOTS � NN r6 16"MA /"PR uD e8 _ REMOVE WITH TREE m 6"C 22 -TP _ '� APPROXIMATELY 15 FT 1 87 �l I 21 "rp I� e v 'Q� '�,'•, m 5 4 \ �Q�A TA 7 I I ��`----_8�+00 I C� '•�j y� EXISTING TOP OF BANK ,- k0 _87 p •�i` , EXISTING ,,.i STREAM � 0 �/' 12 "TP S `�_ '��, CENTERLINE Fes/ � o 3"MAG � t,, + + _ ------ _ O Co � ODM N � co 36 � �?"\ \\ � � �- co k 0 Jo o �.� �"MA o ►� •,3o"rP PROPOSED 3 I s�0 z v y o c`1'n N 12"MA ROCK TOE 3 I� TCE F W,.� 8"rP PROPOSED o Q o �aoi �' to aoi o w ROCK TOE p o ao a131 cy- 0 o cn ani aoi °- 0_ U - j p N a Of WOODED AREA I x N EXISTING � l 4' SPIT -RAIL --x- -,� _ �_ ''-- ~ Z u FENCE �' x '�-�'- _ NOTES: Z ^ O 20 10 0 20 40 1. UNDERGROUND UTILITY LOCATIONS APPROXIMATE. CONTRACTOR TO VERIFY F PLAN VIEW - SCALE 1"=20' ALL LOCATIONS PRIOR TO CONSTRUCTION. J CROSS SECTION 2+88 AS VIEWED L❑❑KING DOWNSTREAM LEGEND; W O 95 Q 9.7' 1. 2.0' 5.9' 9. 6, 0 DATE: 1-13-2017 w Q U U REVISIONS: 90 un J Q U EXISTING GRADE TIE INTO 85 CONTOUR TI E INTO PROJECT NO: 85 ------— — — A - • • • ' • ■Er��'��'�11!■�F' NO M. ■■m— /�■—■_-- I A ■ 0 P 01 1 Z a OR a -MATTING -STREAM ill w II w _ ----- PLAN SCALE: AS NOTED 5 2,5 0 5 10 SHEET NO. --- ��_�i� ■�wil�_ �A1■ �A1_ 2H, CUT PROPOSED 95 90 85 75 175 75 80 85 90 95 100 105 110 115 120 95 85 75 70 95 \ V/ V.. W Lo _ DEER TACK DRIVE �� Use lip, r— Lo co uG ' � -� tl6E dff —��irr mom— mn co co CN 7420 DEER TRACK _ �$ I I I W 0) m O Z DRIVE �' ��--- ► I 7428 I Y U) ►I II DEER TRACK O O EXISTING 3:I I� I DRIVE p EXISTING -__ CONCRETE W 1 i► 1 GRASS �' 4- °w DRIVEWAY ' fX4 U z Q AREA ' i �9}- -____� I i I O� O W.< PROPOSED SPOIL 'g2 7424 II I20' STORM DRAEASEMENT I co `� N Nap m . i I INAbj AREA SPREAD EXCESS �i DEER TRACK i I I I O W EXCAVATED MATERIAL �� ( m EXISTING SSMH Q Ld DRIVE I I I>G I TOP=93.0 FT. U •0 _ AND GRADE EVENLY. i �� I `� » U2 z MAXIMUM DEPTH � � � � I I�_I I 8 IN.(N)=85.2 FT\':v I CD Q � SHOULD NOT EXCEED i 10"P 1 i�� I EXISTING 8" IN.(W)=85.7 FTO cp I I INV OUT.=85.0 FT 6 INCHES s I --I Z Cd co Q � EXISTING I i I HEDGE AREA �W r- Of W LL.I i J \04 EXISTING o"MA FFOU94.14' II % o 1 � w WU pQ HEDGE AREA i a9 -^\I ►1w _ U Z Q ss __ EXISTING SSMH i !�FCK TORAG ��'�� i� I - w RRA COT=SES SS�-� U � TOP=87.94 FT. � I �,� 1 1 i I. — �`` B = ss� ss �� I O V O ,� � Ld 8 IN.(N)=80.86 FT. o _ '� - J ss -s---- ---- I f� G' INV OUT.=80.61 FT. -as- �� - - I I ss ss Lrm 04 EXPOSED ROOTS TO - - __ ' i�s� s% ��s III ``��`.. - - - . - � woo REMAIN FILL BEHIND _ - li ss ,' - il� __ r - �� m N WITH SOIL _ _ APPROXIMATELY 25 FT j I ss � ss -$a -121 l ► I EXISTING �� OF STREAM BANK - ;� �- --%-; ss �`--- _ �� ..S I GRASS -- EXISTING FES I i ss -- �� d ►1 I AREA 18 RCP OUT=85.8 \ 3 -CM II "TPI1 121`fP WW. 3 PROPOSED -1 -` I' -LL_ Z o 3 ROCK TO �_ 14"MA �, I I EXPOSED ROOTS � NN r6 16"MA /"PR uD e8 _ REMOVE WITH TREE m 6"C 22 -TP _ '� APPROXIMATELY 15 FT 1 87 �l I 21 "rp I� e v 'Q� '�,'•, m 5 4 \ �Q�A TA 7 I I ��`----_8�+00 I C� '•�j y� EXISTING TOP OF BANK ,- k0 _87 p •�i` , EXISTING ,,.i STREAM � 0 �/' 12 "TP S `�_ '��, CENTERLINE Fes/ � o 3"MAG � t,, + + _ ------ _ O Co � ODM N � co 36 � �?"\ \\ � � �- co k 0 Jo o �.� �"MA o ►� •,3o"rP PROPOSED 3 I s�0 z v y o c`1'n N 12"MA ROCK TOE 3 I� TCE F W,.� 8"rP PROPOSED o Q o �aoi �' to aoi o w ROCK TOE p o ao a131 cy- 0 o cn ani aoi °- 0_ U - j p N a Of WOODED AREA I x N EXISTING � l 4' SPIT -RAIL --x- -,� _ �_ ''-- ~ Z u FENCE �' x '�-�'- _ NOTES: Z ^ O 20 10 0 20 40 1. UNDERGROUND UTILITY LOCATIONS APPROXIMATE. CONTRACTOR TO VERIFY F PLAN VIEW - SCALE 1"=20' ALL LOCATIONS PRIOR TO CONSTRUCTION. J CROSS SECTION 2+88 AS VIEWED L❑❑KING DOWNSTREAM LEGEND; W O 95 Q 9.7' 1. 2.0' 5.9' 9. 6, 0 DATE: 1-13-2017 w Q U U REVISIONS: 90 un J Q U EXISTING GRADE TIE INTO 85 CONTOUR TI E INTO PROJECT NO: 85 ------— — — a — ---- ----- 85.8 CD TOU �e 1 V 4 L� 04 I N 01 1 Z a OR a -MATTING -STREAM ill w II w _ ----- PLAN SCALE: AS NOTED 5 2,5 0 5 10 SHEET NO. --- ----- ----- ------ -- 2H, CUT PROPOSED 2H INSTALL C700 INSTAL PROPOSED EROSIONGRADE MATTING ON GRADE EROSION ANG STREAM C N L ON BA STREAM BANK _j z Lo Q (6 II Do II II U II 00 J '> i J w w w J w _` > J w 85 75 70 EXISTING SURVEYED CONTOURS ss —ss — EXISTING SANITARY SEWER — EXISTING UNDERGROUND ELECTRIC c ^ XS 1+98 EXISTING CROSS SECTION 00 ^ 90 h — - — - — - — CENTERLINE OF STREAM - - - - - EXISTING TOP OF BANK O rT1 94 PROPOSED CONTOURcr 85 PROPOSED ROCK TOE 0. Q �+ TREE REMOVAL N � a CUT 80 O FILL —x —x —x - EXISTING 6" CHAIN LINK FENCE Lon LIMITS OF DISTURBANCE 75 TCE TEMPORARY CONSTRUCTION EASEMENT ~� 75 80 85 90 95 100 105 110 115 120 125 130 PROPOSED SPOIL AREA CROSS SECTION 3+11 AS VIEWED L❑❑KING DOWNSTREAM 95 CONSTRUCTION SET � 75 80 85 90 95 100 105 110 115 120 125 130 0 DATE: 1-13-2017 w Q U U REVISIONS: 90 un J Q U EXISTING GRADE TIE INTO 85 CONTOUR PROJECT NO: 85 ------— — — a — ---- ----- —PROPOSED ' GRADE rl IT INSTALL C700 EROSION CONTROL L �e 1 V 4 L� 04 I N 01 1 Z a OR a -MATTING -STREAM ill w II w 75 80 85 90 95 100 105 110 115 120 125 130 0 DATE: 1-13-2017 w Q U U REVISIONS: 90 un J Q U H Li PROJECT NO: 85 a PROJECT NAME: Lo c01 1- U 0 DEER TRACK DRIVE DWG NAME: 80 0 PROPOSED 0 U PLAN SCALE: AS NOTED 5 2,5 0 5 10 SHEET NO. 75 „, CROSS SECTI❑N - H❑RIZ❑NTAL SCALE: 1 =5 PLANTING DETAILS SEEDLING / LINER BARER❑❑T PLANTING DETAIL DIBBLE PLANTING METHOD USING THE KBC PLANTING BAR HEALING IN 1. Locate a healing -in site In a shady, well protected area, 2. Excavate a flat bottom trench 12' deep and provide drainage. Y7 3, Backfill the trench with 2' well rotted sawdust, Place a 2' layer of well rotted sawdust at a sloping angle at one end of the trench, 4, Place a single layer of plants Vainst the slopping end so that e root collar is at ground level, 5, Place a 2' laer of well rotted sawdust over Ue roots maintaining a sloping angle. 6. Repeat layers of plants and sawdust as necessary and water thoroughly, REFORESTATION DETAIL SCALE: NOT TO SCALE LONGITUDINAL ANCHOR TRENCH *� FAKE AT 3'-5(1 PLANTING NOTES: PLANTING BAG Durinq Alanting, seedlin s shall be kept -In a moisqtA canvas ba or similar container to prevent the root systems from drying, TERMINAL SLOPE AND CHANNEL ANCHOR TRENCH F o� CHECK SLOT AT 25' INTERVALS (MIN) KBC PLANTING BI Planting bar sl blade with a ti cross section, be12'lon,4' 1' thick a cel ROOT PRUNING All seedlings shall be root pruned, If necessary, so that no roots extend more than 10 Inches (10') below the root collar. 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. WOODEN STAKES INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT COIR MATS CHANNEL INSTALLATION SCALE: NOT TO SCALE BANKFULL ELEV. VARIES ION CONTROL FABRIC END TOE PROTECTION AT BANKFULL ELEVATION 2' MAX HEIGHT IN RIFFLE SECTIONS CLASS II ROCK TOE MIX 65% CLASS II RIPRAP 25% CLASS B RIPRAP 10% #57 STONE MIX PRIOR TO PLACEMENT NOTE: POOL SECTIONS WILL VARY IN HEIGHT TO BANKFULL ELEVATION FROM 2' TO 4'. ROCK TOE PROTECTION SCALE: NOT TO SCALE - ss— ss— ss— ssSS IM 40 10 PROPOSED �♦♦, ROCK TOE --99---- / I / / / —96------- / ------ --94— -- t a d / / / / li 11i�Salo� -'Cs �. -�s — ss ♦� ♦,am 10 10s go '♦*0 ON w Sm 05 10 1��ww� �• i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ; 1 1 1 1 1 1 1 1 ; ib 1 li 1 1 1 1 1 1 ; 1 1 1 -y 1 PROPOSED ROCK TOE I so 6000 All Sir All I � X �k — ♦♦♦♦�All *'All ' -.k _ All A, So .101-101, 40 All All Sir 10 10 go 0 go waft mu;ino 4* 10 10 10 ♦♦♦♦ � �A* Permanent Riparian Seed Mix Zone A & B SY.) Scientific Name Common Name Percent Elymus hystrix Bottlebrush grass 15 Panicum anceps Beaked panic grass 15 Elymus virginicus Virginia wild rye 10 Bidens frondosa Devil's beggartick 10 Coreopsis lanceolata Lanceleaf tickseed 10 Dichanthehum candestinum Deertongue 10 Andropogon gerardli Big bluestem 5 Juncus effuses Common rush 5 Vemonia noveboracensis Ironweed 5 Schizachyrium scoparium Little bluestem 5 Sorgastrum nutans Indian grass 5 Tripsicum dactyloides Gamma grass 5 Temporary Seed Mix to be Sown Simultaneously With the Permanent Seed in Zone A, B, C & D Grass Type Time of Year to Plant 1PIanting Rate (Ibslacre) Rye Grain August 15 - May 1 15 Brown -top millet May 1 -August 15 15 NOTES: 1. PLANTING ZONE A — STREAM BANKS TO BE PLANTED WITH A COMBINATION OF THE FOLLOWING SMALL TREES/SHRUBS: (ROOTED PLANT PLUGS/TUBLINGS — 12"-18" IN HEIGHT. LIVE STAKES MAY BE USED UPON APPROVAL BY THE CITY) . 200 PLANTS TOTAL (3' ON CENTER SPACING) LINDERA BENZOIN — SPICEBUSH (50 PLANTS) ILEX VERTICILLATA — WINTERBERRY HOLLY (50 PLANTS) CORNUS AMOMUM — SILKY DOGWOOD (50 PLANTS) ALNUS SERRULATA — TAG ALDER (50 PLANTS) STREAM BANKS IN ZONE A TO BE MATTED WITH C700 EROSION CONTROL FABRIC. PLACE RIPARIAN SEED, THIN LAYER OF STRAW, AND THEN MATTING PRIOR TO PLANT INSTALLATION. 2. PLANTING ZONE B — PLANT WITH RIPARIAN SEED AND PLACE STRAW MULCH 3. CONTRACTOR TO REPLANT DISTURBED AREA IN ZONE C TO MATCH EXISTING GRASS ON SITE. (FESCUE) AND MULCH WITH STRAW. NO TREES OR SHRUBS REQUIRED FOR ZONE C. 4. PLATING ZONE D — PLANT WITH FESCUE TO MATCH EXISTING GRASS ON SITE AND INSTALL CURLEX EROSION CONTROL MATTING. NO TREES OR SHRUBS REQUIRED FOR ZONE D. 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: LIME M TON/AC PHOSPHATE 20-40 LBS/AC POTASH 50-70 LBS/AC WATERING REQUIREMENTS ONCE/WEEK IF NO RAIN 7. CONTRACTOR MAY USE RIPARIAN SEED MIX AS SHOWN IN THE TABLE ABOVE OR ERNST CONSERVATION SEEDS PIEDMONT RIPARIAN SEED MIX. APPLICATION RATE 25 LBS/AC. 8. TEMPORARY SEED TO BE PLACED IN ALL ZONES. SEE TABLE. PLANTING ZONES 0 ZONE A (232 SY.) ZONE B (472 SY.) 0 ZONE C (314 SY.) ® ZONE D (55 SY.) ® PROPOSED ROCK TOE 10 5 0 10 20 PLAN VIEW — SCALE 1"=10' l• CO M v W LO LO C0 91� o� I 1 0 WN UD 0 0 0 oo 100 04 04 WCn O Z �M yU) O - _ 3:0 C� V O LLJ U Z Q �O� O mW0:� �co Ld C\2 N00 SOW \�U U C\2 =Z� I CDLLJ Q I—, z ° i �54 �� Ld~ W W �CD zs~� �Q� �U �z 0 < Za U0O� O� �O� (nW U w co N v CONSTRUCTION SET DATE: 1-13-2017 REVISIONS: PROJECT NO: PROJECT NAME: DEER TRACK DRIVE DWG NAME: STEAM STABILIZATION AND PLANTING PLAN SCALE: 1 "=10' SHEET NO. 3 111 ,''rrrrri Cr o;ai m � }= —j r'!'IrrrLIN Vi lllll\�� CONSTRUCTION SET DATE: 1-13-2017 REVISIONS: PROJECT NO: PROJECT NAME: DEER TRACK DRIVE DWG NAME: STEAM STABILIZATION AND PLANTING PLAN SCALE: 1 "=10' SHEET NO. 3