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HomeMy WebLinkAbout20120813 Ver 2_PCN Form Submission_20200129DWR Division of Water Resources Pre -Construction Notification (PCN) Form September 29, 2018 Ver 3 Initial Review Has this project met the requirements for acceptance in to the review process?* r Yes r No Is this project a public transportation project?* C Yes r No Change only if needed. BIMS # Assigned 20120813 Is a payment required for this project?* r No payment required r Fee received r Fee needed - send electronic notification Reviewing Office * Central Office - (919) 707-9000 Information for Initial Review 1a. Name of project: Water Front Shops Parking 1a. Who is the Primary Contact?* Doug Dorman 1b. Primary Contact Email:* dougdaec@gmail.com Date Submitted 1 /29/2020 Nearest Body of Water Currituck Sound Basin Pasquotank Water Classification SC Site Coordinates Latitude: 36.169614 A. Processing Information County (or Counties) where the project is located: Dare Is this project a public transportation project?* r Yes r No Longitude: -75.756770 1a. Type(s) of approval sought from the Corps: W Section 404 Permit (wetlands, streams and waters, Clean Water Act) r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) 1b. What type(s) of permit(s) do you wish to seek authorization? • Nationwide Permit (NWP) • Regional General Permit (RGP) W Standard (IP) Version#* 2 What amout is owed?* r $240.00 r $570.00 Select Project Reviewer* Paul Wojoski:EADS\pawojoski 1c. Primary Contact Phone:* (252)599-2603 V 1c. Has the NWP or GP number been verified by the Corps? r Yes r No 1d. Type(s) of approval sought from the DWR: r 401 Water Quality Certification - Regular r Non-404 Jurisdictional General Permit W Individual Permit le. Is this notification solely for the record because written approval is not required? For the record only for DWR401 Certification: For the record only for Corps Permit: r 401 Water Quality Certification - Express r Riparian Buffer Authorization 1f. Is this an after -the -fact permit application?* r Yes r No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes f No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? r Yes r No Acceptance Letter Attachment Allis Holdings Wet Cred Ltr 1.29.20.pdf 1h. Is the project located in any of NC's twenty coastal counties? r Yes r No 1i. Is the project located within a INC DCM Area of Environmental Concern (AEC)? r Yes r No 1j. Is the project located in a designated trout watershed? r Yes r No B. Applicant Information 1d. Who is applying for the permit? r Owner W Applicant (other than owner) le. Is there an Agent/Consultant for this project?* r Yes r No 2. Owner Information 2a. Name(s) on recorded deed: Allis Holdings, LLC 2b. Deed book and page no.: 2265/0717 2c. Responsible party: Allis Holdings, LLC 2d.Address Street Address PO Box2499 Address Line 2 city Kitty Hawk Rbstal / Zip Code 27949 2e. Telephone Number: (252)202-2107 2g. Email Address:* jb@allisholdings.com 3. Applicant Information (if different from owner) 3a. Name: Jim Braithwaite 3b. Business Name: Allis Holdings, LLC 3c.Address r Unknown Slate / Rovince / Region NC Country USA 2f. Fax Number 324.18KB r Yes r No r Yes r No u Street Address PO Box2499 Address tine 2 City Kitty Hawk Postal / Zip Code 27949 3d. Telephone Number: (252)202-2107 3f. Email Address:* jb@allisholdings.com 4. Agent/Consultant (if applicable) 4a. Name: Doug Dorman 4b. Business Name: Atlantic Environmental Consultants, LLC 4c.Address Street Address PO Box3266 Address Line 2 city Kitty Hawk Postal / Zip Code 27949 4d. Telephone Number: (252)599-2603 4f. Email Address:* dougdaec@gmail.com Agent Authorization Letter* Allis Holding Authorization. pdf State / Rovince / Rion NC Country USA 3e. Fax Number: Slate / Province / Region NC Country USA 4e. Fax Number: 179.1 KB C. Project Information and Prior Project History C^U 1. Project Information 1b. Subdivision name: (d appropriate) 1c. Nearest municipality/ town: Duck 2 Project Identification 2a. Property Identification Number: 009812000 2c. Project Address Street Address 1240 Duck Road Address tine 2 CKY Duck Postal / Zip Code 27949 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Currituck Sound 3b. Water Resources Classification of nearest receiving water:* SC 2b. Property size: 5.26 acres State / Province / legion NC Country USA 3c. What river basin(s) is your project located in?* Pasquotank 3d. Please provide the 12-digit HUC in which the project is located. 03010205 4. Project Description and History 4a. 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 existing site is a developed commercial property knovm as the Duck Water Front Shops located in the Village of Duck. The property is located in an area of commercial and residential properties. The proposed project will expand the parking area on the south end of the property and provide additional parking for the Water Front Shops and the Town of Duck. This project is a modification of an Individual Permit for the Allis Holdings(Project Number: 20120813v1). Allis Folding, LLC has been working with the Tom of Duck and Dare County to determine vrays to provide additional parking in the Town of Duck. We are proposing to expand the parking and stormwater wetland areas located on the south east corner of the Water Front Shops property. In the original Individual Permit conditions the remaining 0.93 acres of wetlands were put in a conservation easement. Allis Holdings, LLC has purchased adjacent property from Dare County to relocate a portion of the conservation easement on this parcel. The conservation easement would remain the same size (0.93 acres) but 0.27 acres has shifted to the adjacent parcel to the south. Additional mitigation proposed for the new impacts include purchasing wetland credits (0.54 acres) from the Great Dismal Swamp Restoration Bank at a 2:1 ratio to offset the new impacts. In the uploaded documents of the project history is a copy of the modified Individual Permit from the US Army Corp of Engineers and approval to relocate a portion of the conservation easement to the adjacent Dare County property. There is also documents from Dare County approving the conservation easement purchase and a letter from the Town of Duck in support of providing additional parking. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* r Yes r No r Unknown 4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000). DWQ #12-0813, USACOE Action ID. NO. 2011-01897 Project History Upload AIIisHoldings 401 Cert.pdf 160.64KB Allis Holdings ACOE IP 2013.pdf 99.86KB Allis Holdings WFS IP Mod.pdf 2.37MB WFS Town of Duck Ltr.pdf 31.42KB WFS Dare Cc Easement Approval.pdf 491.66KB 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) Allis Holdings Topo.pdf 318.67KB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) Allis Holdings Soils.pdf 472.23KB 4f. List the total estimated acreage of all existing wetlands on the property: 0.93 Acres 4g. List the total estimated linear feet of all existing streams on the property: None 4h. Explain the purpose of the proposed project:* Allis Holding, LLC has been working with the Town of Duck and Dare County to determine ways to provide additional parking in the Town of Duck and at the Water Front Shops. We are proposing to expand the parking area and stormwater wetland area located on the south east corner of the Water Front Shops property. The parking area will compliment the towns development standards and improve traffic safety in the Town of Duck. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* The project proposes to expand a parking area and stornwiater wetland on the south east corner of the property. The project has been approved by the US Army Corp of Engineers in a modification of the existing Individual Permit. Allis Holdings, LLC has purchased adjacent property from Dare County to relocate a portion of the conservation easement on this additional parcel. The conservation easement would remain the same size (0.93 acres) but 0.27 acres would be shifted to the adjacent parcel to the south. Equipment to be used includes excavator, backhoe, dump truck to carry fill to site, asphalt and grading equipment. 4j. Please upload project drawings for the proposed project. Allis Holdings WFS Parking Exp.pdf 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* r Yes Comments: r No 5b. If the Corps made a jurisdictional determination, what type of determination was made?* r Preliminary r Approved r Not Verified r Unknovm r N/A Corps AID Number: 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Doug Dorman 4.35MB r Unknown Agency/Consultant Company: Atlantic Environmental Consultants, LLC Other: 5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR December2012 5d1. Jurisdictional determination upload 6. Future Project Plans 6a. Is this a phased project?* r Yes r No Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity? Previous Individual Permit Action ID. NO. SAW-2011-01597 D. Proposed Impacts Inventory 1. Impacts Summary 1a. Where are the impacts associated with your project? (check all that apply): W Wetlands f Streams -tributaries r Buffers r Open Waters r Pond Construction 2. Wetland Impacts !a. Site #* (?) 2a1 Reason (?) 2b. Impact type * (?) �2�e of W. 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact Jurisdicition*(?) area* _11 Parking area P Bottomland Hardwood Forest WFS parking Yes Corps 0.270 (acres) 2g. Total Temporary Wetland Impact 0.000 2g. Total Wetland Impact 0.270 2h. Comments: E. Impact Justification and Mitigation 1. Avoidance and Minimization 2g. Total Permanent Wetland Impact 0.270 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: The proposed area to be filed is 0.27 acres of Section 404 wetlands, located adjacent to the Currituck Sound, and is located outside the 75' Area of Environmental Concern. An elevated parking structure over the ebsting wetlands was evaluated in the design phase to avoid and minimize wetland impacts. An elevated parking structure is not practical economically or possible with the available space. In addition, it is not consistent with the towns development standards. The area of disturbance will be surrounded by silt fence prior to any land disturbing activities for erosion control purposes. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: The a)posed areas Will be seeded and or landscaped to stabilize the fill and disturbed areas. A portion of the ebsting conservation easement (0.27 acres) vdll be relocated to the adjacent Section 404 wetlands on Dare Counties property. Dare County has agreed to sell a portion of there wetlands to help with the permit process. Mitigation for the newwetland impacts (0.27 acres) Allis Holdings, LLC is proposing to purchase wetland credits from the Great Dismal Swamp Restoration Bank at a 2:1 ratio. A stornvmter wetland is being constructed rather than a retention basin to help minimize wetland impacts. The stormwmter wetland is part of the project impact area but will have native wetland species and the characteristics of the adjacent wetlands. 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? r Yes r No 2c. If yes, mitigation is required by (check all that apply): W DWR W Corps 2d. If yes, which mitigation option(s) will be used for this project? W Mitigation bank r Payment to in -lieu fee r Permittee Responsible program Mitigation U' 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Great Dismal Swamp Restoration Bank 3b. Credits Purchased/Requested (attach receipt and letter) Type: Quantity: Non -riparian wetland 0.54 credits Attach Receipt and/or letter Allis Holdings Wet Cred Ltr 1.29.20.pdf 324.18KB 3c. Comments In addition to purchasing wetland credits Allis Holdings LLC has purchased 0.27 acres of adjacent wetlands on Dare Counties property and placed this in a conservation easement to offset wetland impacts. 6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more information. r Yes r No F. Stormwater Management and Diffuse Flow Plan (required by DWR) U 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? r Yes r No If no, explain why: The project is in northern Dare County and is not located in an area protected by NC Riparian Buffer Rules 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* r Yes r No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? r Yes r No Comments: Expansion of existing stormwater wetland will handle stormwater runoff from proposed parking area expansion. G. Supplementary Information 1. Environmental Documentation 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* r Yes r No 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?* r Yes r No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* r Yes r No 3b. If you answered "no," provide a short narrative description. There are no plans for additional development at this time. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* r Yes r Nor WA 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* r Yes r No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* r Yes r- No 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. Is another Federal agency involved?* r' Yes r No 5e. Is this a DOT project located within Division's 1-8? r Yes r No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? r Yes r No 5g. Does this project involve bridge maintenance or removal? r Yes r No 5h. Does this project involve the construction/installation of a wind turbine(s)?* r Yes r No r Unknown 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? r Yes r No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Evaluated information on Endangered Species and Designated Critical Habitat on US Fish and Wildlife website. Environmental Conservation Online System (ECOS). Consultation Documentation Upload Allis Holdings ECOS.pdf 128.72KB 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* r Yes r No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* The effected Section 404 wetlands do not support 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 status?* r Yes r No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* Division of Historical Resources Office of Archives and History NC Department of Natural and Cultural Resources Submitted environmental review request on 1/28/20 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-yearfloodplain?* r Yes r No 8b. If yes, explain how project meets FEMA requirements: The proposed parking area does not have to meet any flood plain requirements. 8c. What source(s) did you use to make the floodplain determination?* FEMA Floodplain Maps Miscellaneous Comments Miscellaneous attachments not previously requested. Signature * IW By checking the box and signing below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Doug Dorman Signature a vow. - Date 1 /29/2020 SITE Soil Map—Dare County, North Carolina Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/28/2020 Page 1 of 340028004002890400298040030704003160400325040033404002800400289040029804003070400316040032504003340431570431660431750431840431930432020432110432200432290432380 431570 431660 431750 431840 431930 432020 432110 432200 432290 432380 36° 10' 21'' N 75° 45' 40'' W36° 10' 21'' N75° 45' 5'' W36° 10' 2'' N 75° 45' 40'' W36° 10' 2'' N 75° 45' 5'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 150 300 600 900 Feet 0 50 100 200 300 Meters Map Scale: 1:4,050 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Dare County, North Carolina Survey Area Data: Version 19, Sep 16, 2019 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Dec 31, 2009—Oct 19, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Dare County, North Carolina Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/28/2020 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI CuA Currituck mucky peat, 0 to 1 percent slopes, frequently flooded 2.8 3.6% DwE Dune land-Newhan complex, 2 to 40 percent slopes 22.7 29.5% FrD Fripp fine sand, 2 to 30 percent slopes 6.5 8.5% NeC Newhan fine sand, 0 to 10 percent slopes 10.0 13.0% OsA Osier fine sand, 0 to 2 percent slopes, rarely flooded 9.3 12.2% W Water 25.5 33.2% Totals for Area of Interest 76.8 100.0% Soil Map—Dare County, North Carolina Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/28/2020 Page 3 of 3 SITE SURVEY LEGEND NOTE: EXISTING SITE INFORMATION DESCRIBED HEREON IS BELIEVED TO BE ACCURATE, HOWEVER, BPG INC. MAKES NO WARRANTY AS TO THE ACCURACY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THIS INFORMATION BEFORE RELYING ON IT. THE CONTENT OF THESE DOCUMENTS MAY ALSO INCLUDE TECHNICAL INACCURACIES OR TYPOGRAPHICAL ERRORS. IF SUCH CONDITIONS EXIST, THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER PRIOR TO PROCEEDING WITH THE SCHEDULED WORK AND MAY CONTINUE AFTER AN AUTHORIZATION TO PROCEED HAS BEEN GRANTED.PROJECT:DATE:SCALE: DESIGNED: PROJECT NO: DRAWN: CHECKED: APPROVED: SHEET: OFNORTH CAROLINACAD FILE:REVISIONS363100B8 10-30-19 NO SCALE BPG DMK MSB BPG 3631 1 7 CONSTRUCTION DRAWINGSCOVER SHEET, DEVELOPMENTDUCK WATERFRONT SHOPPESDARE COUNTYTOWN OF DUCKNOTES & SITE LOCATIONTHIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTYHAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE ORPART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TOBE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005.DUCK TOWNSHIP DARE COUNTY NORTH CAROLINA PRE L I M I N A R Y DO N O T U S E F O R CON S T R U C T I O N DUCK WATERFRONT SHOPPES DUCK TOWNSHIP DARE COUNTY SHEET DESCRIPTION 1 COVER SHEET, DEVELOPMENT NOTES & SITE LOCATION 2 DEVELOPMENT OVERVIEW AND CONSTRUCTION SITE MAP 3 EXISTING SITE FEATURES MAP 4 SITE DEMOLITION AND EROSION CONTROL MAP 5 GRADING, DRAINAGE AND STORMWATER MANAGEMENT PLAN 6 LANDSCAPING AND LIGHTING PLAN 7 PAVEMENT, STORMWATER AND E&S CONSTRUCTION DETAILS Know what's below Call before you dig. North Carolina One-Call Center Inc. NORTH CAROLINA PARKING LOT ADDITION CONSTRUCTION DRAWINGS FOR PLAN LEGEND PROJECT:DATE:SCALE: DESIGNED: PROJECT NO: DRAWN: CHECKED: APPROVED: SHEET: OFNORTH CAROLINACAD FILE:REVISIONS363100B8 10-30-19 1" = 40' BPG DMK MSB BPG 3631 2 7 CONSTRUCTION DRAWINGSDEVELOPMENT OVERVIEWDUCK WATERFRONT SHOPPESDARE COUNTYTOWN OF DUCKAND CONSTRUCTION SITE MAPTHIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTYHAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE ORPART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TOBE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005.PRE L I M I N A R Y DO N O T U S E F O R CON S T R U C T I O N NORTHNC GRID NAD83 (2011) PROJECT:DATE:SCALE: DESIGNED: PROJECT NO: DRAWN: CHECKED: APPROVED: SHEET: OFNORTH CAROLINACAD FILE:REVISIONS363100B8 10-30-19 1" = 20' BPG DMK MSB BPG 3631 3 7 CONSTRUCTION DRAWINGSEXISTING SITE DUCK WATERFRONT SHOPPESDARE COUNTYTOWN OF DUCKFEATURES MAPTHIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTYHAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE ORPART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TOBE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005.PRE L I M I N A R Y DO N O T U S E F O R CON S T R U C T I O N NORTHNC GRID NAD83 (2011) PRE L I M I N A R Y DO N O T U S E F O R CON S T R U C T I O N NORTHNC GRID NAD83 (2011)PROJECT:DATE:SCALE: DESIGNED: PROJECT NO: DRAWN: CHECKED: APPROVED: SHEET: OFNORTH CAROLINACAD FILE:REVISIONS363100B8 10-30-19 1" = 20' BPG DMK MSB BPG 3631 4 7 CONSTRUCTION DRAWINGSSITE DEMOLITIONDUCK WATERFRONT SHOPPESDARE COUNTYTOWN OF DUCKAND EROSION CONTROL PLANTHIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTYHAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE ORPART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TOBE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005. PROJECT:DATE:SCALE: DESIGNED: PROJECT NO: DRAWN: CHECKED: APPROVED: SHEET: OFNORTH CAROLINACAD FILE:REVISIONS363100B8 10-30-19 1" = 20' BPG DMK MSB BPG 3631 5 7 CONSTRUCTION DRAWINGSGRADING, DRAINAGE &DUCK WATERFRONT SHOPPESDARE COUNTYTOWN OF DUCKSTORMWATER MANAGEMENT PLANTHIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTYHAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE ORPART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TOBE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005.PRE L I M I N A R Y DO N O T U S E F O R CON S T R U C T I O N NORTHNC GRID NAD83 (2011) PRE L I M I N A R Y DO N O T U S E F O R CON S T R U C T I O N NORTHNC GRID NAD83 (2011)PROJECT:DATE:SCALE: DESIGNED: PROJECT NO: DRAWN: CHECKED: APPROVED: SHEET: OFNORTH CAROLINACAD FILE:REVISIONS363100B8 10-30-19 1" = 20' BPG DMK MSB BPG 3631 6 7 CONSTRUCTION DRAWINGSLANDSCAPING AND DUCK WATERFRONT SHOPPESDARE COUNTYTOWN OF DUCKLIGHTING PLANTHIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTYHAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE ORPART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TOBE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005. PRE L I M I N A R Y DO N O T U S E F O R CON S T R U C T I O NPROJECT:DATE:SCALE: DESIGNED: PROJECT NO: DRAWN: CHECKED: APPROVED: SHEET: OFNORTH CAROLINACAD FILE:REVISIONS363100B8 10-30-19 AS NOTED BPG DMK MSB BPG 3631 7 7 CONSTRUCTION DRAWINGSPAVEMENT, STORMWATER ANDDUCK WATERFRONT SHOPPESDARE COUNTYTOWN OF DUCKE&S CONSTRUCTION DETAILSTHIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTYHAWK, NORTH CAROLINA. THE REPRODUCTION, IN WHOLE ORPART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TOBE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005.STORMWATER WETLAND BMP - LENGTH SECTION WETLAND ZONE TABLE WETLAND BMP CONSTRUCTION SEQUENCE NOTES:WETLAND ZONE PLANT SPECIES STORMWATER WETLAND BMP - WIDTH SECTION WETLAND PLANTINGS TABLE MAX. PLANT SPACING WETLAND PLANTING SPECIFICATION NOTES: FRONT VIEW CONTAINER CLASS CONVENTIONAL CONCRETE SPECIFICATIONS: CONVENTIONAL CONCRETE CONTROL JOINT DETAIL CONVENTIONAL CONCRETE THICKENED EDGE DETAIL PERVIOUS CONCRETE (PC) TYPICAL INSTALLATION DETAIL PERVIOUS SURFACE TO MEET TOWN OF DUCK REQUIREMENTS NOT FOR NCDENR BUA CREDIT HEIGHT MAX 24"24" INTO GROUND STEEL POST DRIVEN SECTION A-A FLOW FASTEN THE FILTER FABRIC TO THE UPSTREAM EXTEND FABRIC 8" DOWN & 4" FORWARD ALONG SIDE OF POSTS OR WIRE FENCE IF UTILIZED.MIN. 18"STEP 3 STEP 1 STEEL POSTS FILTER FABRIC WIRE FENCE AND FILTER FABRIC BURIED BOTTOM OF WIRE FENCE IN EXCAVATED TRENCH STEP 4 IS UTILIZED WIRE FENCING MUST ALSO BE INSTALLED ON UPSTREAM SIDE OF POSTS. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. STEP 2 WHEN STANDARD STRENGTH FILTER FABRIC WIRE FENCING MIN. 14 GA. STEEL POSTS ONLY WIRE OR PLASTIC TIES A A A MIN. LENGTH OF 5'. POST SHALL HAVE PROJECTIONS TO FACILITATE FASTENING OF FILTER FABRIC. POSTS MUST BE 1.33 LB/LINEAR FT. STEEL WITH INSTALL POSTS 8' O.C. MAX WHEN STANDARD FABIRC & WIRE SUPPORT FENCE ARE UTILIZED. INSTALL POSTS 6' O.C. MAX WHEN EXTRA STRENGTH FABIRC WITHOUT WIRE FENCE IS UTILIZED. 24" MAX. 6" X 6" SPACING EXTNED MAX. 24" ABOVE EXISTING GRADE TO BOTTOM OF TRENCH. CONSTRUCT 4" W X 8"D TRENCH ALONG ENTIRE UPSTREAM SIDE OF FENCE THE TRENCH.18" - 24"18" - 24"36" TYPICAL ASPHALT PAVEMENT SECTION SECTION VIEW 'd' THICKNESS ('d') = 1.5 x MAXIMUM DIAMETER - 8" MINIMUM RECEIVING ELEVATION OVERFALL ELEVATION FILTER MATERIAL RIP-RAP STABILIZATION ROCK d50 50% SHALL BE LARGER THAN 5"-8" RIVER COBBLE W, AS NOTEDLa, AS NOTED PLAN VIEW LEVEL SPREADER DETAIL SECTION VIEW PROFILE VIEW PLAN VIEW CONSTRUCTION ENTRANCE VALLEY GUTTER SECTION CURB & GUTTER DUMP SECTION