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Home My WebLink About20040495 Ver 1_COMPLETE FILE_20040330 BUCK E N GIN E E R I N G ~.~ 8000 Regency Parkway, Suite 200 Cary, North Carolina 27511 Phone: 919,463.5488 Fax: 919,463.5490 March 26, 2004 Ii D~19, To: Steve Chapin, US Army Corps of Engineers, Asheville Regulatory Field Office US Army Corps of Engineers, Raleigh Regulatory Field Office Wetlands 401 Certification Unit, NC Division of Water Quality Ron Linville, NC Wildlife Resources Commission, Western Piedmont Region Coordinator Jay Wild, New River State Park Hollis Wild, New River Community Partners From: John Hutton, Buck Engineering Re: Permit application for the New River State Park Streambank Stabilization Project Please find enclosed a Pre-Construction Notification Application and a streambank stabilization design for the New River State Park. The project is located in Allegany County. The purpose of the project is to stabilize eroding streambanks and expand the riparian buffer along the New River at the New River State Park. This is not a stream mitigation project and does not require a fee for 401 certification. If you have questions about this project, please contact John Hutton at 919-459-9006 Enclosure r,,. F ~~rv 401 ~SSUED www.buckengineering.com Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing 1. Check all of the approval(s) requested for this project: [gJ Section 404 Permit D D Section 10 Permit D [gJ 401 Water Quality Certification Riparian or Watershed Buffer Rules Isolated Wetland Permit from DWQ 2. Nationwide, Regional or General Permit Number(s) Requested: 13 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: [gJ 4. Ifpayrnent into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: D 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: D II. Applicant Information 1. Owner/Applicant Information Name: NC Division of Parks and Recreation c/o New River State Park Mailing Address: PO Box 48 Jefferson. NC 28640 Telephone Number: 336-982-2587 E-mail Address:iay.wild@ncmai1.net Fax Number: 336-982-2587 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached ifthe Agent has signatory authority for the owner/applicant.) Name: John Hutton Company Affiliation: Buck Engineering. PC Mailing Address: 8000 Regency Parkway Suite 200 Cary. NC 27511 Telephone Number: 919-459-9006 Fax Number: 919-463-5490 E-mail Address:ihutton@buckengineering.com Page 5 of5 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: New River State Park - Stream Stabilization Proiect 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): Parcel # BI-035 GPIN# 3012689072 4. Location County: Alleghany Nearest Town: Jefferson. NC Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Follow SR 113/93 North across the V A border. Turn left on SR 58 towards Mouth of Wilson. Turn left on Old Mill Road (V A 767) after approximatelv 1.5 miles. Cross bridge and turn left onto Round House Road (VA 716) and follow it to park entrance approx. 2.5 miles. 5. Site coordinates, if available (UTM or LatlLong): 036033' 10.62"N/ 081 019'29.44"W UTM 170470897E 4045136N (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): NA - work is iust along the stream banks. 7. Nearest body of water (streamlriver/sound/ocean/lake): New River-mainstem 8. River Basin: New River (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Page 6 0[6 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Forested. Park Land 10. Describe the overall project in detail, including the type of equipment to be used: Stream Stabilization. Stream banks will be stabilized using live stakes. brush mattresses. and coir fiber matting. A track hoe and hand labor will be used during construction. 11. Explain the purpose ofthe proposed work: To improve water quality and aquatic habitat by reducing sedimentation~ improve stream stability~ and improve riparian and floodplain functionalitv. This is not a miti!!ation proiect. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.LP. project, along with construction schedules. N/A V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. N/A VI. Proposed Impacts to Waters ofthe United States/Waters ofthe State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent Page 7 of7 and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: The existing unstable stream will be stabilized using bioengineering techniques. 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type ofImpact* Impact IOO-year Floodplain** Nearest Stream Type ofWetland*** (indicate on map) (acres) (yes/no) (linear feet) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at httn://www,fema.lwv. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: Total area of wetland impact proposed: 3, Individually list all intermittent and perennial stream impacts below: Stream Impact Site Type of Length of Average Width Perennial or Number Impact Stream Name** of Stream Intermittent? (indicate on map) Impact* (linear feet) Before Impact (please specify) Page 8 of8 * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows, USGS maps are available through the USGS at 1-800-358-9616, or online at WWW.USgs.gov. Several internet sites also allow direct download and printing of USGS maps (e,g., www.topozonc.com, www.mapquest.com. etc.). Cumulative impacts (linear distance in feet) to all streams on site: 970 ft 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Area of Name of Water body Type of Water body Site Number Type of Impact* Impact (lake, pond, estuary, sound, (indicate on map) (acres) (if applicable) bay, ocean, etc.) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): 0 uplands 0 stream Describe the method of construction (e.g., dam/embankment, excavation, draw-down valve or spillway, etc.): o wetlands installation of Proposed use or purpose of pond (e,g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The proiect will enhance stream stability bv protecting stream banks. stabilizing unstable eroding slopes. and reducing sediment concentration in the stream. Page 9 of9 VIII. Mitigation DWQ - In accordance with l5A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h20.enr.state.nc. us/ncwetlands/ strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. N/A 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h20.enr.state.nc,us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Page 10 of 10 I * Total I I I Zone I extends out 30 feet perpendicular from near bank of channel' Zone 2 extends an additional 20 feet from the edge of Zone I, ' Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested ( acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes [8] No D If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEP A1SEP A)? Note: If you are not sure whether a NEP A1SEP A document is required, call the SEP A coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes D No [8] If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEP A or SEP A final approval letter. Yes D No D X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes D No [8] If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet) Mitigation 1 3 2 1.5 Page 11 of 11 ,/-,!r~)df( i1L/rI/ 3/tc; /0 ~ / (~~t,~!~i:t~,~:/~~~~;t~Sn~il~~~t~:~Hth~";~nt~~~ l~tt~_ ~~_ ~L _,___l~u__L ~ate ." " * Total I I I Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone I. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. N/A XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. N/A XII. Sewage Disposal (required by DWQ) 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 XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes D No [gI Is this an after-the-fact permit application? Yes D No [gI XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control), Page 12 of 12 ,", '1 Jni' ff ~ i J'J //-- ,;..4n " (t,/l ~;; L/~ / '3/" 0 tf- (/ , . Ii Applicant! Agent's Signature Date ~gent's signature is valid only if an authorization letter from the applicant is provided.) Page 13 of 13 Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/ A".) I. Processing 1. Check all of the approval ( s) requested for this proj ect: C8J Section 404 Permit 0 D Section 10 Permit 0 C8J 401 Water Quality Certification Riparian or Watershed Buffer Rules Isolated Wetland Permit from DWQ 2. Nationwide, Regional or General Permit Number(s) Requested: 13 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: C8J 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: 0 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: 0 II. Applicant Information 1. Owner/Applicant Information Name: NC Division of Parks and Recreation c/o New River State Park Mailing Address: PO Box 48 Jefferson. NC 28640 Telephone Number: 336-982-2587 E-mail Address:iay.wild@ncmai1.net Fax Number: 336-982-2587 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: John Hutton Company Affiliation: Buck Engineering. PC Mailing Address: 8000 Regency Parkway Suite 200 Cary. NC 27511 Telephone Number: 919-459-9006 Fax Number: 919-463-5490 E-mail Address:ihutton@buckengineering.com Page 5 of5 rllJ.\J!9J.QUY VV., l'tv --1-1111l(1UJ.'Ci .1VU'l' ImpJ /lllUllllS. Wt:uglS.m:UIlU/llUt:gnllny'pnmaDle.aSp Iprocess=tCUfG}u= 1,j... Alleghany Co., NC o~ Parcels GPIN: 3012689072 Parcel No.: B1-035 Owner: STATE OF NORTH CAROLINA 11 6 WEST JONES STREET RALEIGH NC 27602 Parcel Location: PINE CREEKS RD Deed Acres: 25.134 acres Calc. Acres: 21.290 Deed Book: 1 89 Pg: 804 Deed Date: 11-01-96 Current Land Value: $63,900 Current Bldg Value: $0 Current Total Value:$63,900 Other Attributes at point 1316637,1028338 Fire Districts: Name: Piney Creek Map Index: Soils: DSL Name: CeF Townships: Name: Piney Creek DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal description". Map information is believed to be accurate but accuracy is not guaranteed. 1 of2 3/16/2004 10:46 PM Wd 9E:OI tOOZ/9I/E I JO I wo::>':x>ssepue'MMM/ /:dn4 '::>UI 'sa~epossv lli' UOSJapuv ~au'S!6qaM'MMM/ /:dU4 'paa:lueJenB :lou S! ,{OeJn:x)e :lnq a:leJnooe aq o:l pa1\a!laq S! UO!:leWJoIU! de~ '"uO!:ld!Josap leBal" e se pasn JO Partl:J,SUOO aq O:J, J.ON S! aBed S!4:J, uo pau!e:J,uoJ UO!:J,eWJoIU! a4J. :H3~IVlJSIO :)N "0:) ~Ue46a1lV ".\ ,.j .. 'TV'loTTTT""1'\TTn_~<:'''VV\Tt"f, rfClO''''''t101TTTU{ I,(TroTT~~n" 11'\TT n~T1'~~(l~M .~nn""T" I ,.rfllTT I cltUAT !:lITnUun, T __ """"T "n" Anm,,"~n'-l ~ 00 ~ ~ (..J ~ o ~ NEW 'RIVER COMMUNITY PARTNERS ALLEGHANY COUNTY LOCATION: NEW RIVER NEAR PINEY CREEK, N.C. 1YPE OF WORK: STREAMBANK STABIliZATION VICINITY MAP PLAN SHEET 3 1--_,.,.", ----!;;,~_:-., --, -~- ------- --- --- -~- ~F,::;.;:< ~- -~ --- '--. ./' " -'~- .. /-/' t"=T'~:-~=~ J ~.~ ~- GRAPHIC SCALES PROJECT LENGTH 100 50 0 100 200 Wrr\....... I .-J PLANS TREATMENT ZONE 1 = 150 FEET TREATMENT ZONE 2 = 530 FEET TREATMENT ZONE 3 = 275 FEET 80 40 0 80 160 Wrr\....... I .-J PROFILE (HORIZONTAL) 80 40 0 80 HOLLIS WILD PROJECT MAN.tGER CONTACT: N ftAft .-.L.... DRAFT PREPARED IN THE OFFICE OF: Bue K aooo Regency ParlcwllySultli 200 Cary, Nor1h Caroln. 27511 ENOINEEItINO~ p~=e:~~~:s..s:gB LETTING DATE: JOHN HUTTON PROJECT MANAGER KEVIN L TWEEDY, PE PROJECT DESIGN ENGINEER ....". -- - 0149 k......... - PROJECT ENGINEER SIGNA1TJI/L P.E. (') tSl ~ ~ GENERAL NOTES PLANTING SCHEDULE BARE ROOT/CONTAINERIZED VEGETATION I NOlE: CONTAINERIZED AND BARE ROOT VEGETA 1l0N SHALL BE INSTALLED RANDOMLY 6 TO 8 FEET APART FROM THE TOP OF THE STREAMBANK OUT TO THE EDGE OF REVEGETA 1l0N UMIlS COMMON NAME SYCAMORE RNER BIRCH BITlERNUT HICKORY WHITE BASSWOOD RHODODENDRON SILVERBELL SC/ENT/FIC NAME PLATANUS OCClDENTAUS BETULA NIGRA CARYA CORD/FORMS T7UA HETEROPHYUA RHODODENDRON 1MXIMUM HALESIA CAROUNlANA LIVE STAKING ST ANDARD SPECIFICA TIONS PROJECT REFERENCE NO. PROJECT ENGINEER NC. EROSION AND PLANNING AND DESIGN SEDIMENT MANUAL 6,62 - SILT FENCE 6,06 - CONSTRUCTION ACCESS NOlE: UVE STAKES SHALL BE INSTALLED RANDOMLY 2 TO 3 FEET APART ALONG THE STREAMBANKS FROM THE TOE OF THE BANK TO THE TOP OF BANK COMMON NAME BVTTONBUSH SILKY WILLOW SCIENTIFIC NAME CEPHALANTHUS OCCIDENTAUS SAUX SERlCEA TEMPORARY SEED MIX NOlE: ALL DISlURBED AREAS WILL BE STABILIZED USING MULCH AND lEMPORARY SEED MIX c en 'tl <i. , J: U'I "; "" g ~ 0' ... iSi ~ c o "-- /' C ;' . t2 ~ ~ ';: COMMON NAME RA lE ANNUAL RYE (COOL SEASON) 130 LBS/ACRE MillET (WARM SEASON) 45 LBS/ACRE RIPARIAN SEED MIX (PERMANEN1) NOlE: RIPARIAN SEED MIX SHALL BE SEEDED AT A RAlE OF 'h LB PER 1000 FT" ALONG THE S1REAMBANKS FROM THE TOE OF THE BANK TO THE TOP OF BANK COMMON NAME FRINGED SEDGE SOFT RUSH WooLGRASS JOE PYE WEED RIVER OAlS CARDINAL FLOWER SCIENTIFIC NAME CAREX CRlNA TA JUNCUS EFFUSUS SCIRPUS CYPERlNUS EUPA TORlUM F1STULOSUM UNlOLA LAT/FOUA LOBEUA CARDINAUS DAlES SEPlEMBER TO MARCH APRIL TO AUGUST SHEET NO. 0149 I I-A IPR!~~MJ!l~~~.!;~NNSI B UC K 6000 Regenc:yParkwiilY Suit&200 Cary, North Carolina 27511 . Phone: 919-463-5488 ENOINRE'UNO~ FIlX: 919-463-5490 CONTROL - DECEMBER 1993 BRUSH LAYER BRUSH LAYER TOP OF BANK ClASS A & B MIX EROSION CONTROL MATTING PlACE COlR FIBER MATTING IN 6 INCH DEEP TRENCH, STAKE, BACKFIu.. AND COMPACT BOTTOM OF CHANNEl CROSS SECTION VIEW TRENCH c en ." N d .... 9 -'" u , .0 cr '" iSi -;; c o a: / c en ;; o t2 ~ .....'" ~ ,<: ,,"c . TOP OF STREAMBANK UVE BRANCHES 4 FT MIN. BOUlDER TOE PlACE 16 PENNY 4 INCHES FROM TOP TYPICAL MATTING STAKE ~ 1. BANKS SHOULD BE SEEDED PRIOR TO PLACEMENT OF MAmNG. 2. PLACE CO\R FIBER MATTING ACCORDING TO MANUFACTURER RECOMMENDATIONS. 3. MATnNG STAKES SHOULD BE PLACED IN A DIAMOND SHAPED PATTERN. . . . ~---~--~-~-~-~--~-~-~-~- . . . . . . . . . . . . . . PLAN VIEW . . . . . . . . . . TRENCH TOP OF STREAMBANK STAKES COIR ABER MATTING TO BE EXTENDED TO TOE OF SlOPE BRUSH MATTRESS 90 BRANCHES MIN PER 3.3 FT. BRANCHES OF 1 INCH OR LESS FLOW ---- ---- PLAN VIEW DETAIL STAKES 18" 2" X T X 18" HARt:JV<<)O[) STAKE NOTCHED FOR WIRE OR ROPE NORMAl BASEFlOW LEVEl STREAMBED PROJECT REfERENCE NO. SHEET HO. PROJECT ENGINEER PRELIMINARY PLANS DO Naf USE FOR. CONS'l1tUcnON 8000 R8gsnc:y Pilrkway Suite 200 Cary, North Can>llna 2751 1 Phone: 91&--463-54&8 Fax: 919-453-5490 BUCK "NOIN""IlINO~ ROOT WADS AND CROSS VANES ARE USED TO PROTECT TOE OF BANK SEE DETAIL AND PlAN VIEW OF ROOT WMJS AND CROSS VANES CROSS SECTION ill IIlllU 1. BOARD FOR STAKE SHOULD BErX rx 18". 2. CREATE 6 INCH DEEP TRENCH. 3, STAI<E AND WIRE BRUSH .....TTRESS INTO TRENCH 4. BACKFILL 3 INCHES OF ON-STTE ALllMUM OVER BRUSH MATTRESS, 5. PLACE EROSION CONTROL MATnNG TOP OF MATnNG. TYPICAL STAKE PLANTING SPECIFICATIONS ~ 1. PlANT BARE ROOT SHRUBS AND TREES TO THE WOTIi OF lHE BUFFER AS StiOYIIN ON THE PlANS. 2. /4J...L(N./ FOR 6 TO 10 FEET BElVlIEEN PlANTlNGS, DEPENDING ON SIZE. 3. LOOSEN COMPACTED SOIL 4. PLANT IN HOLES MADE BY A MATTOCK. DIBBLE. PLANTING BAR. OR OTHER APPROVED MEANS. 5. PLANT IN HOLES DEEP AND WOE ENOUGH TO ALlOWTIiE ROOTS TO OUT AND OOVVN WITHOUT J-RooTING. 6. MOIST WHILE rx5TR1BlITlNG OR WAITING TO PlANT OF VET CANVAS, BURLAP. OR STRAW. 7. HEEL-lN PLANTS IN MOIST SOIL OR SA\NDUST IF NOT PROMPny PLANTED UPON ARRIVAL TO PROJECT SITE CROSS SECTION VIEW OF BARE ROOT PLANTING ~ 1. WHEN PREPARING TIiE HOLE FOR A POTTED PLANT OR SHRUB DtG THE HOLE B - 12 INCHES LARGER THAN THE DIAMETER OF THE POT AND THE SAME DEPTI-I aT, 2. THE PlANT FROM THE POT. LAY THE PlANT ON IF NECESSARY TO REMOVE THE POT. 3 ~PIRALAROUN~~~f~~~R~~g:A CUTS ADE JUST DEEP ENOUGH TO CUT so MAKE A CRfS ACROSS THE BOTTOM OF THE BALL 4. PlACE IN THE HOLE. 5. ~~OVED FOR BACKFlfLL~ SOIL (SAME SOIL 6. WATER THE SOIL TO R~VE AIR POCKETS AND FlU THE REST OF THE HOlE VKrH THE REMAINING SOIL BOTTOM OF CHANNEl CROSS SECTION VIEW OF CONTAINER PLANTING TOP OF STREAMBANK TOE OF SLOPE c '" "U <i. N d >- 9 -'" o , .D iT ... 0;; ~ c o a: " c '" 0; . t2 2B' ,'" i'JSi ;;;~ LIVE STAKING ~ 1, STAKES SHOULD BE CUT AND INSTAlLEOON lHE SAME DAY. 2. DO NOT INSTALL STAKES THAT HAVE BEEN SPUT. 3. STAKES MUST BE INSTAllED VVlTH BUDS POINTING UP\'VARDS. 4. STAKES SHOULD BE INSTAllED PERPENDICULAR TO BANK 5. STAKES SHOULD BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG. 6. STAKES SHOULD BE INSTAllED lEAVING 115 OF STAKE ABOVE GROUND. CROSS-SECTION VIEW OF LIVE STAKING SPECIFICATION SQUARE CUT TOP BUDS FACING UP\NARD lIVE ClITTlNG L4IN.1/2~DIA 2' - 3' LENGTH TOP OF STREAM BANK . . . . . . -. . . .' - - .... . -. -- '. .. -. -. . .. . . . . . . .. . . ..... . .,. ... ' . . . --- -.- .,. ... .. - - - _.- - - - - - -.- - - ] PlANT STAKES FROM TOP OF BANK TO TOE OF BANK ANGLE CUT 3D - 45 DEGREES ~ , '. , -:. . . t Ii Ii , " 'Ii , Ii Ii i , e: Ii, " , :i, i " . .I' " , Ii :. . :.> .. " j , . LIVE STAKE DETAIL PLAN VIEW OF LIVE STAKING SPECIFICATION TRANSPLANTED VEGETATION @@ I( ",,)1....', @ _------ ""'----- ---- ------- PLAN VIEW '- -:- - - -- BOTTOM OF CHANNEL CROSS SECTION VIEW BRUSH MATTRESS WITH TOE PROTECTION STAKES 18. TOE PROTECTION BOULDERS FLOW - ------- --------- PLAN VIEW r x r x 18" HARDINOOD STAKE NOTCHED FOR VoIIRE OR ROPE DETAIL /.:: TOE PROTECTION BOULDER NOTES: 1. CREATE SINCH DEEP TRENCH 2. STAKE AND WIRE BRUSH MATTRESS INTO TRENCH 3. BACK FILL 31NCHS OF SOil OVER BRUSH LAYER 4. PLACE EROSION CONTROL MATTING ON TOP OF FILL CROSS SECTION 'w 1~ \[, TYPICAL STAKE ~ 1. BOARD FOR STAKE SHOULD BE2.x4.x 18-. 2. SAW 2 x 4 TIMBER DIAGONALLY TO PRODUCE 2 DEAD STOUT STAKES. 2. TOE PROTECTION BOULDERS MUST BEAT LEAST 4' X 3' X 2'. TOP OF BANK TOE OF BANK SHEET NO, -A PRELIMINARY PLANS DO NOT USE FOR. CONSTR,UcrION &lOO Regency Parlcway Suite 200 Cary, North Carolina 27511 Phone: 91~5488 Fax: 91B-463-549D BUCK ENOI"EEIlI"O~ ~ 1. EXCAVATE A HOLE IN THE BANK TO BE STABrUZED TIiAT'NIU ACCOMMOOATE lHE SlZE OF TRANSPlANT TO BE PlACED. BEGIN EXCAVATION ATlHE TOE OF 1HE BANK 2. EXCAVATE TRANSPlANT USING A FRONT END LOADER OR TRACK HOE EXCAVATE THE ENTIRE ROOT MASS AND AS MUCH ADOI110NAL SOIL MATERIAL AS POSSIBLE. IF ENTIRE ROOT MASS CAN NOT BE EXCAVATED IN ONE BUCKET LOAD, THE TRANSPLANT IS TOO lARGE AND ANOTHER SHOULD BE SELECTED. 3. PlACE TRANSPLANT IN THE BANK TO BE STABILIZED SO THAT VEGETAT10N IS ORlEN'TATEDVERTtCALLy 4. All. IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT. 5. ANY LOOSE SotLlEFT IN THE STREAM SHOULD BE REMOVED. 6. PlACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH 1HA. T THEY TOUCH M , <.0 . NOTES: PROJECT ENGINEER TO ROUND HOUSE ROAD , N TREATMENT ZONE 1 -INSTALL ROCK TOE AND REGRADE BANKS, -INSTALL BRUSH MATTRESSES, LIVE STAKING, BRUSH LAYER AND EROSION CONTROL MATTING, TREATMENT ZONE 2 -REGRADE BANKS AND INSTALL BRUSH MATTRESSES, LIVE STAKING AND EROSION CONTROL MATTING, -PRESERVE EXISTING TREES AND SHOWN, TREATMENT ZONE 3 -REGRADE BANKS AND INSTALL BRUSH MATTRESSES LIVE STAKING AND EROSION CONTROL MATTING, ' TREATMENT ZONE 3 98 PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION i=' ~ 95 > w -' w EXISTING ACCESS ROAD! CONSTRUCTION ENTRANCE #2 90 o 5 15 20 STATION (FT) 25 30 35 10 B UC K 8000 Regenq ParttwllY Suite 200 Cary, North Caroina 275'1 RNOINEKItINO~ P~:~:9~~= -- ----- ----- --- --- --- --- --- --- --- --- - -- --- '-.... I?I(;-- ftl'l;--- "llvtr'-.... '-.... > FLOW )<. en rn o -l '6 z OJ -- ~\ .-, i?J ---,------ , - ,:- @ ~ ~~;;* ~ '\. ZONE #2 \ /-<..., --- ---- --- --- --- -'-.... '-.... '-.... '-.... '-.... '-.... '-.... '-.... x en m o -l <5 z ~ NEW RIVER -- TREATMENT ZONE 100 99 ;=- ;- 94 ~ TO W TREATMENT ZONE 2 SECTION A 99 98 89 o 5 EXI T1NG B i=' ~ > 93 w -' w 88 0 25 30 32 10 15 20 STATION (FT) TOE FBANK EXISTING ACCESS ROAD! CONSTRUCTION ENTRANCE #1 45 47 c '" 'U M I Ul "- 0:' ~ IT ... iSi ~ c o Cl: ;- c ~ G t2 R:f ,'" ~ .........-;: "'L 40 35 20 25 STATION (FT) 30 10 15 5 SECTION B 97 ;=- ~ 93 > w -' w PLAN nEW 88 o 5 20 25 27 10 15 STATION (FT) 100 50 0 IItI:P-- SCAlE TO PINEY CREEK SCHOOL ROAD '" <Sl "- '" '" ..... N "- (~'? "- e-i"" ,,-It "- "- "- f?~ 'It'r';::-.... e-i",,~ It "- -- c '" ~ ... I Ul D; a: '" c 0- ... lSi -;; c . a: ..- c ~ . ~ ~ ........ Rl'Si ......:~ ""c TO ROUND HOUSE ROAD EXISTING ACCESS ROADI CONSTRUCTION ENTRANCE #2 PlANTING LIMITS ----- - - - - - ------------ ---- ---- ---- ---- ---- ---- ........... ........... ........... ........... ........... ........... ........... "- NEW RIVER SHEET NO. ., PRELIMINARY PLANS DO Nar USE FOR. CONSTR,UcnON 8000 R~8ncy P.rkw~ Suit. 200 CiI'Y. NOI1tl Carnlin& 27511 Phone: 919-463-5488 Fax: 919-46J...5.490 BUCK &"OI"&&IlI"O~ ------- ---- ,---------- EXISTING ACCESS ROADI CONSTRUCTION ENTRANCE #1 TO PINEY CREEK SCHOOL ROAD -- - > FLOW ---- ---- ---- ---- ---- PLAN VIEW 200 ~ J-\.11t;gUi1UY \";U., 1"'11'-' -- .1 1 UIUlUIC IVUlP , uup ,I 1 al '-'IJJI;:). VVC;U~;:),l1C;U 11'-" au.~~lJa.uy' PIllIlClUl\.,.ai)p I pi V\",I\".oi:)i)-u..uU\J,UU,^,,-... . , t, Alleghany Co., NC DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal description". Map information is believed to be accurate but accuracy is not guaranteed. http://www.webgis.net Anderson & Associates, Inc. http://www.andassoc.com 1 of 1 3/16/2004 10:36 PM