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Home My WebLink About20041507 Ver 4_401 Application_20150713® North Carolina Wildlife Resources Commission Gordon S. Myers, Executive Director July 6, 2015 Division of Water Resources 401 & Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699 -1617 ATTN: Karen Higgins Re: Weldon Boat Access Floating Dock Support DWQ Project # 04 -1507 V3 Weldon, NC — Halifax County Dear Ms. Higgins: In response to your letter dated June 15, 2015, please find enclosed four (4) complete applications and drawings sets. Additionally, documentation confirming an electronic transfer of the permit fee is enclosed. If you have any questions or require additional information, please contact me via phone at 919 707 -0365 or via email at daniel.cabe @ncwildlife.org. Respectfully, Daniel E. Cabe Project Engineer Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 27699 -1720 Telephone: (919) 707 -0151 6ZO/90 I e +Dgvl HUS NOO-13M ddU Al uno 8310M LION IW :S321 831bM JO AIG ON 00' 017Z • 31U0 9133U A08d OO'OVZ STOZ/90/LO :031UGdn iSUI 31UG STOZ/90/LO 03831N3 31UO iS U38U NOIIHOI -lddU -STOZ/90/LO 31UG 108iN00 66:80:GT STOZILOILO 190 :39USS3H 1IH321 03AO8ddb S31bG 3003 IUA08ddb NSIS 33N32J3d38 Od :88N dI8i/303 AiNnoo GIUd iNnoNd iNnowu 000 ssous 3003 AON32jHn0 -i-ini-Od sniuis iN3wn00o 3310ANI 3dAi 1N3wn00o OTTO 838wnN 10H1NO3 3140 1N3wno00 , H3aHnN iN3wnooa l.'-i :3WHN i8OHS dH3/(IN3A :H39wnN dW3/80GN3A AiIiN3 Add :AdOiSIH :N0II3U NOIiUW80JNI -lU83N39 iN3Hn00o :N0Ii3Nnj 1X3N dIJ dOO Gov q /Sv 7 t1-3 Or WRY {� Office Use Only: :�"� °�^�' � Corps action ID no. 1 i E I 0 DWQ project no. Form Version 1.4 January 2009 Pre - Construction Notification (PCN) Form Page 1 of 10 = PCN Form — Version 1.4 January 2009 r;:Z�, n rr1�1l�� rA d t�J A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: I Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? I ❑ Yes ❑ No ` 1d. Type(s) of approval sought from the DWQ (check all that apply): ❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit.- because written approval is not required? 401 Certification: — ❑X Yes ❑ 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 ❑ Yes ❑ No or in -lieu fee program. 1g. • Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ Yes 0 No below. �- 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? I ❑ Yes 0 No 2. Project Information 2a. Name of project: Weldon Dock Support - NC Wildlife 2b. County: I Halifax 2c. Nearest municipality / town: I Weldon 2d. Subdivision name: I NA 7 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information yUl �. 3a. Name(s) on Recorded Deed: State of North Carolina - NC Wildlife - Leasee . 3b. Deed Book and Page No. BK 663, Pg 229 3c. Responsible Party (for LLC if = applicable): ` k3d. Street address: 1751 Varsity Drive ` f 3e. City, state, zip: I Raleigh, NC 27606 k 3f. Telephone no.: 1 919 707 -0150 3g. Fax no.: 1 919 707 -0162 3h. Email address: I NA Page 1 of 10 = PCN Form — Version 1.4 January 2009 i r +- 4.' Applicant Information (if different from owner) 14a. Applicant is: ❑ Agent X❑ Other, specify: Employee of NC Wildlife 4b. Name: Daniel Cabe 4c. Business name I NC Wildlife Resources Commission (if applicable): 4d. Street address: 1718 Highway 56 West 4e. City, state, zip: Creedmoor, NC 27525 4f. Telephone no.: 919 707 -0365 4g. Fax no.: 1 919 528 -2524 4h. Email address: daniel.cabe @ncwildlife.org 5. Agent/Consultant Information (if applicable) ,- 5a. Name: l5b. Business name (if applicable): 5c. Street address: , 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: t t. t t i s Page 2 of 10 B. Project Information and Prior Project History 1 1. Property Identification 1 a. Property identification no. (tax PIN or parcel ID): 1 4917 -10 -47 -3210 1 b. Site coordinates (in decimal degrees): I Latitude: 36.42758 Longitude: 77.59092 1c. Property size: 5.91 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: KoanoKe Klver 12b. Water Quality Classification of nearest receiving water: C 1 2c. River basin: Roanoke 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: The property is currently a free public boating access area, The boating access area consists of a three lane launch ramp, vehicle with trailer parking, a courtesy dock, and connecting sidewalks, The adjacent property is managed by the town of Weldon as a park and athletic fields, 3b. List the total estimated acreage of all existing wetlands on the property: 0.01 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,290 3d. Explain the purpose of the proposed project: _Provide even ground for the dock to rest on during times of low water. Currently the dock rests on uneven ground resulting in extreme transverse and - longitudinal dock surface slopes that are not safe. Additionally, the torsion on the docks will result in pre- mature failure of the dock structure. 3e. Describe the overall project in detail, including the type of equipment to be used: The dock will be removed and a rip rap pad will be installed for the dock to rest on. The rip rap will be placed with an excavator operating from a barge or the shore depending on water levels. The dock will be replaced in original location 4.' Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the ❑ Yes ❑ No [9 Unknown Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? El Preliminary E] Final 4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company: Name (if known): 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? 5b. If yes, explain in detail according to "help file" instructions. See attached Sheet for permits issued for this location. E 6. Future Project Plans 6a. Is this a phased project? 6b. If yes, explain. 0 Yes ❑ No ❑ Yes Z No ❑ Unknown Page 3of10 PCN Form — Version 1.4 January 2009 d PCN Weldon Dock Support March 2015 Additional Information Section B, Item 5b. Past Permits issued for Weldon Boating Access Area COE: Action ID 200520055 (June 7, 2006) Launch ramp expansion COE Action ID 200520244 (January 11, 2004) Stabilize 250' of Roanoke River shoreline COE Action ID 200421534 (October 28, 2004) Replacement of existing dock COE Action ID 200320426 (March 7, 2003) Dock Installation DWQ Project 04 -1939 (January 11, 2005) DWQ Project: 04 -1507 (September 10, 2004) IC. Proposed Impacts Inventory I;1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ❑ Streams — tributaries ❑ Buffers 0 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 W2 I' W3 ;W4 ;W5 I I I f[ I W6 2g. Total Wetland Impacts: 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 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 S2 I S3 f' S4 J S5 S6 1 3i. Comments: a L L' t" i i 3h. Total stream and tributary impacts 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. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable) Type of impact Waterbody Area of impact (acres) Permanent (P) or type Temporary (T) 101 P -1 Roanoke River I Fill {I River I 0.036 02 I 03 1.04 I 4f. Total open water impacts 1 0.036 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) purpose of pond Flooded I Filled Excavated Flooded P1 P2 - 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes 5i. Expected pond surface area (acres): -5j. Size of pond watershed (acres): 5k. Method of construction: Filled Excavated ❑ No If yes, permit ID no: 5e. Upland (acres) 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. f 6a. Project is in which protected basin? ❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other: IIII 6b. 6c. 6d. 6e. 6f. 6g. Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number - mitigation impact impact Permanent (P) or required? (square (square Temporary (T) feet) feet) B1 �r B3 B4 B5 B6 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 `I D. Impact Justification and Mitigation 1- Avoidance and - Minimization — — ^ -- -- - -� - - -- I 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The primary scope of the project is safety; the elimination of dangerous cross slopes and steep longitudinal slopes on the dock walking surface. Given i, the simple nature of the project, limited alternatives are available. However, the longitudinal slope of the dock was maximized to limit the depth and therefore the volume of rip rap fill required 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. There are two alternatives for placing the rip rap: 1. from barge based equipment if the water level is high, 2. from land if the water level is low. If the water level is high, the equipment based on a barge should not cause any impact beyond the footprint of the rip rap. If the water level is low, ground based equipment will begin placing the stone at the abutment close to shore and use the rip rap dock pad as a travel way to place rip rap farther from shore. � 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes No impacts to Waters of the U.S. or Waters of the State? .l 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. 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Type: i 3b. Credits Purchased (attach receipt and letter) Type: Type: 3c. Comments: 14. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. 4b. Stream mitigation requested: Ac. If using stream mitigation, stream temperature. - 4d. Buffer mitigation requested (DWQ only): 4e. Riparian wetland mitigation requested: 4f. Non - riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested.- f4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan ❑ Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation ❑ Yes linear feet square feet acres acres acres Quantity: Quantity: Quantity: 5a. If using a permittee responsible mitigatiori'plan, provide:a description of the proposed mitigation plan: Page 6 of 10 PCN Form — Version 1.4 January 2009 F- s PCN Weldon Dock Support April 2015 Additional Information Section D, Item 1a. Avoidance and Minimization The initial approach to the issue of the dock resting on uneven ground which results in uneven and unsafe dock surfaces was to install support pilings with pile caps. The piles and caps would support the dock on an even longitudinal slope with no cross slope. The piles would be cut off even with the top of the pile caps and installed within the existing footprint of the dock. As the design proceeded an issue became evident. Due to the hinge system of the dock there could be three feet of lateral movement at the end of the dock due to the current in the river. This would result in the dock not being centered on the piles which could allow the dock to pivot on the edge of the caps if it was loaded heavily to one side. Furthermore, if the dock came to rest of center, the pile and cap would be exposed on one side resulting in an underwater hazard to boaters using the dock. If the pile caps were made longer to accommodate the lateral movement more of the pile and cap would be exposed as an underwater hazard. If the pile caps were made shorter to prevent a hazard the possibility of the dock pivoting on the pile cap would increase. The next approach was to restrain the lateral movement by increasing the height of the piles to be above the dock. This would ensure the dock rested on the pile caps; however, this would result in extremely long piles. The piles would have to extend up to the highest anticipated water level. During times of high precipitation the river can be twenty feet higher than the dock abutment requiring a pile approximately twenty five to thirty feet above ground level. Given the height of the piles, lateral forces on the piles, and the prevalence of rock at this location, sufficient embedment of the piles is not feasible. The final option investigated was to place stone under the dock to provide a uniform slope with no cross slope. The existing terrain allowed the placement of a minimum amount of rock fill to obtain a maximum longitudinal slope of 10.7 percent. By having the dock follow the existing terrain it will be usable as the water levels fluctuate below the normal water level. With the dock resting on the rock there will be a minimum of two feet of water along the usable portion of the dock; thereby eliminating any underwater hazard associated with the dock support. }' L . Rt J 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 OX 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 I 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: r° r x x z i i Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes X❑ 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. ❑ Yes ❑ 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 FX1 No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No increase in impervious surface 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? .3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? _3b. Which of the following locally - implemented stormwater management programs apply (check all that apply): 3c. Has the approved Stormwater Management Plan with proof of approval been attached? 4. DWQ Stormwater Program Review 4a. Which of the following state - implemented stormwater management programs apply (check all that apply): 4b. Has the approved Stormwater Management Plan with proof of approval been attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? 5b.- Have all of the 401 Unit submittal requirements been met? ❑ Phase II ❑ NSW ❑ USMP ❑ Water Supply Watershed ❑ Other: ❑ Yes ❑ No Coastal counties ❑HQW ❑ORW ❑Session Law 2006 -246 ❑Other: ❑ Yes ❑ No ❑ Yes ❑ No ❑X ,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 0 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 El Yes 0 No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. 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.1 300), DWQ Surface Water or Wetland Standards, ❑ Yes ❑No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after - the -fact permit application? El 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 I E] 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. i "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. No wastewater generate Page 9 of 10 PCN Form — Version 1.4 January 2009 i 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑Yes ❑X No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes X❑ No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Web site - -> http: / /ecos.fws.gov /crithab/ No species returned for Halifax County North Carolina 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑ No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ❑X No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? http://gis.ncdcr.gov/hpoweb/ 8. Flood Zone Designation (Corps Requirement) §a. Will this project occur in a FEMA- designated 100 -year floodplain? 8b. If yes, explain how project meets FEMA requirements: insignificant fill in back water slough ❑X Yes -8c. What source(s) did you use to make the floodplain determination? http: / /fris .nc.gov /fris /Index.aspx ?FIPS= 083 &ST =NC &user = General Public Daniel Cabe Applicant/Agent's Printed Name Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 ❑ No March 23, 2015 Date North Carolina Wildlife Resources Commission Division of Engineering Services Weldon BAA Dock Support Rock Fish Lane Weldon, North Carolina Halifax County, North Carolina GPS Coordinates N 36.42758 W 77.59092 Sheet Index: Sheet 1 Overview w/lmage Sheet 2 EX. Conditions Sheet 3 PR. Conditions Sheet 4 Profile Sheet 5 Cross Sections Vicinity Map I -95 Roanoke I -95 US 301 US 301 US 158 Roanoke River -ISH LANE PROJECT L❑CATI ❑N ..T7..' Flit- AV— r. 7 .i. #•'"` o5`,is'i•.i^ �'I",A+'1��` z<`.: N,.�, l I Scale 1 " =50' ..... ...... a1A. cT.✓. Y2� .]:<iSW:L.f9iR3:Y.:.['S!]aIC- W e l d o n Dock Designed by dec Date 2 -2015 Weldon NC Drawn by dec Date. 2 -2015 Dock Support Sheet Number 1 of 5 Overview w/ Image File Naine wedon- dockdwg 7 F C �r k 9.•. `tY 4_ae .9,.V I€C i; Y", n� e•�� N ykt.�iii NORTH CAROLINA WILDLIFE RESOURCES COMMISSION DIVISION OF ENGINEERING SERVICES 1720 Mail Service Center Raleigh, North Carolina 27699 -1720 (919) 707 -0150 fax (919) 707 -0162 ..... ...... a1A. cT.✓. Y2� .]:<iSW:L.f9iR3:Y.:.['S!]aIC- W e l d o n Dock Designed by dec Date 2 -2015 Weldon NC Drawn by dec Date. 2 -2015 Dock Support Sheet Number 1 of 5 Overview w/ Image File Naine wedon- dockdwg 7 5' CONCRETE SIDEWALK i i EX. INTERMEDIATE CONTOUR 6'X8' 1' INTERVAL (TYP) CONCRETE _W�..... .. .. ,., , . �..,......_. j 9 ABUTMENT NORTH CAROLINA Weldon Dock Designed by deC Date 2 -2015 I I WILDLIFE RESOURCES COMMISSION Scale "=20' DIVISION OF ENGINEERING SERVICES 1720 Mail Service Center Weldon NC Drawn by. de0 Date 2 -2015 = 1 Raleigh, North Carolina 27699 Dock Support -1720 sheet Number- 2 of 5 EX. INDEX CONTOUR 5' INTERVAL (TYP) (919) 707 -0150 fax (919) 707 -0162 File Name wedon- dock.dwg = EX. DOCK /— 8'X 100' OHWL ELE = 96' t < (ASSUMED DATUM) ` 85 J � � a _W�..... .. .. ,., , . �..,......_. j 9 NORTH CAROLINA Weldon Dock Designed by deC Date 2 -2015 WILDLIFE RESOURCES COMMISSION Scale "=20' DIVISION OF ENGINEERING SERVICES 1720 Mail Service Center Weldon NC Drawn by. de0 Date 2 -2015 = 1 Raleigh, North Carolina 27699 Dock Support -1720 sheet Number- 2 of 5 Existing Conditions (919) 707 -0150 fax (919) 707 -0162 File Name wedon- dock.dwg = 5' CONCRETE SIDEWALK i� l I 1 � 6'X8' CONCRETE ABUTMENT EX. INTERMEDIATE CONTOUR 1' INTERVAL (TYP) — PR. CONTOUR 1' INTERVAL (TYP) - EX. INDEX CONTOUR 5' INTERVAL (TYP) TOP OF ROCK FILL SLOPE (TYP) OHWL ELE = 96' (ASSUMED DATUM) TOE OF ROCK FILL (TYP) 11 < 85 I OPEN WATER IMPACT P -1 \ i CLASS B RIP RAP FILL 12' I 1,584 SF'/ 0.036 AC TO ALLOW FOq AVE. DEPTH 1.2 FT EX. DOCK DOCK SWING 70 CY 8'X100' / NORTH CAROLINA Weldon WILDLIFE RESOURCES COMMISSION Dock Designed by. deC u'Date `2 -2015 DIVISION OF ENGINEERING SERVICES Weldon NC Scale 1 "=20' .1720 Mail Service Center Drawn by dec Date 2 2015 Raleigh, North Carolina 27699 -1720 Dock Support Sheet Number 3 of 5 (919) 707 -0150 fax (919) 707 -0162 Proposed Conditions F ie Name wed -dock dwg W LI .I 111.11m. I L III.... -, ,� . . ... . IwJ..'a II ' IJ� 100 .. 1 90 1 I I I sod o 6 + + 0 I 100 1 I 90 1 a II CVIVVIfCCIC ABU I MEN I .p, 100 IC DJC'C ' \1 1 6 0 0 � 'F (. I I( 190 so N FLOATING DOCK o'v i nn' Profile Stations -0 +10 to 1+20 Scale 1" = 20' i Profile Stations -0 +10 to 0 +60 Scale 1" = 10' a ( I Yr) RIP RAP 800 0 0 0 0 CD CU d 10 + + 4- + + 0 0 0 0 0 I 100 S rl r�nTl�ir n/l/`I/ (TYP) 0 �D 0 Scale 1 " =20' KIN NAH o o co o 0 NORTH CAROLINA WILDLIFE RESOURCES COMMISSION DIVISION OF ENGINEERING SERVICES 1720 Mall Service Center Raleigh, North Carolina 27699 -1720 (919) 707 -0150 fax (919) 707 -0162 as 1 8 0 (U Weldon Dock Weldon NC Dock Support Profiles Profile Stations -0 +60 to 1+20 Scale 1" = 10' 0 1 Designed by dec Date 2 -2015 1 Drawn by dec Date 2 -2015 p Sheet Number 4 of 5 File Name wedon- dock .dw9 0 +00 X- Section 100 I � _ EX. GROUND` lTT r'/ 90 0 0 CU o 0 0 I 0 +20 X- Section 100 95 0 90 85 (U (U 0 0 I 100 RIP RAP I 1 100 TILL IIYF) 2:1 SLOPE 7 (TYF�— 90I o 18 I90 (LJ o (U 0 0 0 I 0 +40 X- Section 100, 100 90o i 014 (U o 0 0 Scale I"=10' 0 +60 X- Section l 95 '0, f 4►--- 15' CD I85 CD 0 0 0 +80 X- Section 90 90 0 0 19' 80 I o 0 80 ()j o (U 0 0 0 I 1 +00 X- Section 90 / I 17' ° (U 90 80 0 + Ri CD + 0 I NORTH CAROLINA WILDLIFE RESOURCES CONMSSION DIVISION OF ENGINEERING SERVICES 1720 Mail Service Center Raleigh, North Carolina 27699 -1720 (919) 707 -0150 + fax (919) 707 -0162 Weldon Dock Weldon NC Dock Repair Proposed Conditions i 90 80 (U 0 Designed by deo Date 2 -2015 d Drawn by deC Date 2 -2015 Sheet Number 5 of 5 1 File Name- wedon- dock.dwg — ,.