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HomeMy WebLinkAbout20071601 Ver 1_Application_20070921a='~ ~~~o~ ••~:.~ STATE of NORTH CAROLINA it j A> t,~N? ~~ SFp ~ ~T`~HO~~'~'- 1 ~0 S~a~QST~~w9~`/~, ~~ DEPARTMENT OF TRANSPORTATION ~~~~~'`~' MICHAEL F. EASLEY GOVERNOR DIVISION 4 September 14, 2007 1Vlr. Wl~liam WesCOtt U.S. Army Corps of Engineers Washington Regulatory Field Office Post Office Box 1000 Washington, North Carolina 27889-1000 (One Copy) Mr. Rob Ridings Wetlands/401 Unit NC DENR Division of Water Quality 1650 N1a~`i Service Center Raleigh, NC 27699 (Seven Copies) LYNDO TIPPETT SECRETARY 071601 SUBJECT: Nash County, Upgrade of Sunset Avenue (5R 1770) from two lanes to three lanes with curb and gutter from SR 1603 to SR 1544. State Project Number: MA04139 Dear Sirs: The North Carolina Department of Transportation (NCDOT) proposes to upgrade Sunset Avenue (SR 1770) from a two lane road to a three lane road with curb and gutter to reduce future maintenance needs and increase tragic safety. This activity will result in impacts to streams due to the replacement and extension of two crossline pipes to facilitate travel lane and shoulder widening. The NCDOT anticipates that the pipe replacement activities and, if needed, the dewatering operations will be authorized under Nationwide Permit (NWP) 14. This application is also intended as request for written authorization from the NC Division of Water Quality to replace the pipes under General Water Quality Certificate # 3404 (NWP 14). Post Office Box 3165, Wilson, North Carolina 27895-3165 Phone (252) 237-6164 Fax (252) 234-6164 APPLICATION INFORMATION Enclosed please find the Pre-construction Notification (PCN) Form and supporting documentation for the above referenced project. 1n accordance with North Carolina. General Statute 143-215.3D(e) the following information is being provided to facilitate payment of fees associated with the appropriate Water Quality Certificate: • Certificate being requested: 3404 • State Project Number : MA04139 • Amount of fee: $240 PROJECT INFORMATION Road Name SR Number Project Length miles Classification Sunset Ave SR 1770 1.44 Urban River Basin: DWQ ID Water Quality Desi ation Tar-Pamlico 26-68 C NSW Buffer Rules Buffer Use Desi ation Tar-Pamlico Allowable Road Crossin between 40 and 1501f and less than 1/3 acre Protected Species Mapped Historic Present Pro erties No No PIPE REPLACEMENT INFORMATION Site (Station) 1 Map Status Shown on soil survey only Existing RCP Proposed RCP or CMP Diameter (in) 2 @ 24" Diameter 2 @ 30" Length (ft) 50' Length 90' Construction Dewatering M Low flow installation Device sheet pile Burial Depth 6" on inlet, perched on outlet (see substrate Sandy loam conmients below) Construction Date January, 2008 Duration Pipe installation anticipated at 1 week Impacts (ft.) 38'-piped; 10'-rip-rap protection ;15'-temporary Comments Due to realignment of the channel approximately 20 feet to the west of the original location performed by an adjacent property owner, the chaimel has severely eroded leaving the existing culvert outlet perched by approximately 3.5 feet. The banks of the realigned channel are nearly vertical and consequently the channel is downgrading and widening in order to re-establish a flood plain. The downgrading of the channel has exposed 24" water main and 12" water supply lines. The new crossline pipes will be realigned to match the current alignment of the charmel. Approximately 301inear feet of the old channel will be filled and graded. Due to the severe downgrading of the channel and the presence of the 24" water main, the outlet of the pipe will be perched. NCDOT will line 10' feet of tbe channel with geotextile fabric and rip-rap to prevent any further downgrading of the channel. The impact to aquatic life wi71 be minimal since the inlet of the culvert connects to a man-made wet basin. See enclosed pictures. Restoration Within 15 working days of the of the pipe replacetr~ectt all cofferdams will be cntirely Plan removed and natural stream contours will be restored and seeded. Terr~orary silt screens placed in intermittent channels wfll be cleaned and removed following vegetation establishment. xLr = remrorcea concrete pipe; Giv1Y =Corrugated metal pipe; CMPA =Corrugated metal pipe azch; * If needed. Site (Station) 2 Map Status Shown on USGS topo and soil survey Existing RCP Proposed CMP Diameter (in) 30" Diameter 54" Length (ft) 67' Length 80' Construction Dewatering Method Low flow installation Devtce* sheet pile Burial Depth lfoot substrate Sandy loam Construction Date January, 2008 Duration Pipe installation anticipated at 1 week Impacts (ft.) 13'-piped; 10'-rip-rap protection ;15'-temporary Restoration Within 15 working days of the of the pipe replacement all cofferdams will be entirely Plan removed and natural stream contours will be restored and seeded. Temporary silt screens placed in intermittent channels will be cleaned and removed following vegetation establishment. x~r = remrorced concrete pipe; CNIP =Corrugated metal pipe; CMPA =Corrugated metal pipe azch; * If needed. MINIMIZATION INFORMATION Impacts will be minimized by strict enforcement of Best Management Practices for the protection of surface waters and wetlands, restrictions against the staging of equipment in or adjacent to waters of the US, and coordination (including apre-construction meeting) with the Division Environmental Officer. MITIGATION INFORMATION Stream mitigation is not anticipated, as the impacts to any individual stream do not exceed 150 feet. No wetland impacts are anticipated. Buffer impacts are allowable for road crossings that impact less than 1501inear feet or less than 1/3 of an acre. If you have any questions or need any additional information, please contact Mr. Jamie Guerrero at (252) 296-3530. Your time and effort are appreciated. Sincerely, Mr. ., .E. Division Engineer, Division 4 cc: Mr. Jamie Guerrero, Division Environmental Officer Mrs. Wendi O. Johnson, P.E. Division Construction Engineer Mr. Bobby Lewis, P.E. Division Maintenance Engineer ~ff1Ce U3e Unly: Form Veisian March OS USACE Action ID No. DWQ No. (If any pazticulaz item is not applicable to this project, please enter 'TTot Applicable" or "N/A".} I. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ® Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ ^ 401 Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14.33 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ^ 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ^ S. 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), cheek here: ^ II. Applicant Information Owner/Applicant Information Name: Mr R E Greene Jr , P E -Division Engineer Mailing Address: North Carolina Department of Treat ,~Qortation /Division 4 P.O. Box 3165 Wilson NC 27895-3165 Telephone Number: (252) 237-6164 Fax Number: (252) 234-6174 E-mail Address: r>?reenena.dot.state.nc.us 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:_ Mr. Jamie Guerrero Company Affiliation: NCDOT Division 4 Environmental Officer Mailing Address: North Carolina Department of Transroortation /Division 4 P.O. Box 3165 __ Wilson. NC 27895-3165 Telephone Number:. (252) 296-3530 Fax Number: (2521237-6164 E-mail Address:_iguerreroCcr~,dot.state.nc.us Updated 11/1/2005 Page 5 of 12 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 azrow. 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 aze 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: SR 1770 Sunset Avenue Rocky Mount NC 2. T.I.P. Project Number or State Project Number (NCDOT Only): MA04139 3. Property Identification Number (Tax PIN): n/a 4. Location County: Nash Nearest Town: Roc1cY Mount Subdivision name (include phase/lot number): n/a Directions to site (include road numbers/names, landmarks, etc.): Take US 64 West from Rocky Mount Turn south on Sr 1603 (Old Carriage) Left on SR 1770 (Siinset Avenue) 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that sepazately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum):. Site 1: 35.9714 °N 77.8953 °W Site 2: 35.9696°N, 77.8849°W 6. Property size (acres): n/a 7. Name of nearest receiving body of water: UT to Stony Creek 8. River Basin:. Tar-Pamlico (Note -this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at h___p://h2o.enr.state nc us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Urban residential and commercial Agricultural field near SR 1603. Updated 11/1/2005 Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: Road grading. drama eg_. use. paving. and erosion control using heavy construction eauipment backhoe, excavator. durrm truck, bulldozer, grader). 11. Explain the purpose of the proposed work: Widen SR 1770 to three lanes with curb and gutter from SR 1603 to SR 1544. 1V. Prior Project History If jurisdictional determinations and/or pernuts 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.I.P. project, along with construction schedules. On-Site Determination for Applicability,to the Tar-Pamlico River Riparian Area Protection Rules. DWQ Project No. 07-0907 has determined that feature on west side of SR 1667 (Frei hg t Rd.) is not subject to buffer rules. A commercial development has recentl~tp~ed site so that draina¢e feature has been significantly altered 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 of the United States/Waters of the 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should 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: For Site 1 -Replace exiting culvert with a longer culvert on a new alignment to match existing stream alignment. For Site 2 - Replace existing culvert with longer culvert. Updated 11/1!2005 Page 7 of 12 2. Individually list wetland impacts. Types of impacts include, but aze not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, mazsh, herbaceous, bog, etc.) Located within 100-year Floodplain no Distance to Nearest Stream 'ear feet Area of Impact (acres) Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: n/a 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, 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. To calculate acreage, multiply length X width_ then divide by 43.560_ Stream Impact Number indicate on ma Stream Name Type of Impact Perennral or Intermittent? Average Stream Width Before Im act Impact Length linear feet Area of Impact acres Site 1 UT to Stony Creek Pipe and Fill Intermittent 10 ft 41 0.009 Site 1 iJT to Stony Creek Permanent Fill Intermittent 10 ft 25 0.012 Site 2 UT to Stony Creek Pipe and Fill Intermitt~t 6 ft 13 0.002 Site 2 UT to Stony Creek Temporary Fill Intermittent 6 25 0.003 Total Stream Impact (by length and acreage) 104 0.026 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, Bred in , floodin ,drain e, bulkheads, etc. Open Water Impact Site Number indicate on ma Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. Area of Impact acres Site 1 Retention pond Pipe and Fill Man-made retention basin 0.003 Site 1 Retention pond Temporary Fill Man-made retention basin 0.006 Total Open Water Impact (acres) 0.009 Updated 11/1/2005 Page 8 of 12 6. List the cumulative irrmact to all Waters of the U. S. resultinsr from the proiect: Stream I act acres : 0.026 Wetland I act acres : 0 en Water act acres : 0.009 Total I act to Waters of the U.S. acres 0.035 Total Stream I act linear feet : 104 7. Isolated Waters Do any isolated waters exist on the property? ^ Yes ®No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. 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): ^ uplands ^ stream ^ wetlands Describe the method of construction (e.g., dam/embankrnent, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: 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. No wetlands affected by the protect.- Stream impacts _are_ limited to_extendinu existing culverts.. No staaina of construction equipment will be allowed in or neaz wetlands or waters of the U. S. Strict enforcement of sedimentation and .erosion control Best Manan eg merit Practices for. the protection. of wetlands and surface waters will be enforced during project construction. VIII. Mitigation DWQ - In accordance with 15A 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. Updated 11/1/2005 Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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 (see DWQ website for most current version.). 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 No mitigation is proposed. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form For additional information regarding the application process for the NCEEP, check the NCEEP website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): 0 Amount of buffer mitigation requested (square feet): 0 Amount of Riparian wetland mitigation requested (acres): 0 Amount ofNon-riparian wetland mitigation requested (acres): 0 Amount of Coastal wetland mitigation requested (acres): 0 Updated 11/1/2005 Page 10 of 12 IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federaUstate/local) funds or the use of public (federaUstate) land? Yes ® No ^ 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA}? Note: If you aze not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-50$3 to review current thresholds for environmental documentation. Yes ^ No 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^ 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 (Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or ether (please identify Tar-Pamlico 1? Yes ® No ^ 2. If `eyes", 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 multivliers. * Zone Impact uare feet Multiplier Required Miti tion 1 6505 3 (2 for Catawba) n/a 2 2462 1.5 n/a Total 8967 * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additiona120 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. Activity classified as allowable. No mitigation imposed. Updated 1l/1/2005 Page 11 of 12 XI. Stormwater (required by DWQ) Descrl`be impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. All appropriate best management practices for sediment and erosion control wl'Il be implemented during construction activities. XII. Sewage Disposal (required by DWQ) Cleazly 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 ^ No Is this anafter-the-fact permit application? Yes ^ No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact neazby downstream water quality? Yes ^ No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufbciently 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). See attached cover letter. 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OF 5 W w w W D ~~- tai. w war O ~' O m-nj15 _ ~~1VF1 a r Q~S ~ S 1 ~I W ~ ~ O O ~ O ~ is u -"~'Oi' + g z a o O Z ~ m U a h ~ > 1O O: Z ~ -9a H `° W I Z + '~ u Z h W J n m I '~"~ ~u www~,,,-y N sey ~ ~ Z N ~ ~ M ~ ~ L 'ar ,Be~ M + -sly ~ ~ N Z N ~' O ~~ U 0 ~ Z i, P ~ O ~ vi~i~e ~ ~ °L O U ~ ~ i ~~ 1 O h oOC C ~rq'A~ ~ ~ o ~~ d + ~3' t7 ~aisaM Z '_' a a - z w G W J ~ (n p; O to I ~ ~~ ~ i' ~1- ~ , oC W ~ ~ Z ~ ~ ~ h ~ 3E7VfNVJ ~ ~ ~ 0 H U H o Z O U V s \ I I xl M w _ ~ I ~~ I ~/ ZW ~t ~ ~'& ~~ ~, 1 ~' ~~ of ~ ~ 1 ~ • r z ~ ~ ~~ o ~~ V ®® zz b ®® W c~ U O ~ R ~~ y ~~ •. ~ ~~ ~~ ~ yh ~a 0 ~~ Q~ 3 O g O ~] -WLB- WETLAND BOUNDARY WETLAND L ® DENOTES FILL IN WETLAND ® DENOTES FILL IN SURFACE WATER DENOTES FILL IN SURFACE WATER (POND) ® DENOTES TEMPORARY FILL IN WETLAND ® DENOTES EXCAVATION IN WETLAND DENOTES TEMPORARY ® FILL IN SURFACE WATER • ~ DENOTES MECHANIZED •! ~ ~ + CLEARING ~ FLOW DIRECTION TB ti_ TOP OF BANK -•-• WE EDGE OF WATER - - ~ - PROP. LIMIT OF CUT - - E - PROP. LIMIT OF FILL PROP. RIGHT OF WAY - -NG- - NATURAL GROUND - - P~ - PROPERTY LINE -TDE- TEMP. DRAINAGE EASEMENT - PDE PERMANENT DRAINAGE EASEMENT - EAB- - EXIST. ENDANGERED ANIMAL BOUNDARY - EPB- ~ EXIST. ENDANGERED PLANT BOUNDARY 7~ PROPOSED BRIDGE PROPOSED BOX CULVERT PROPOSED PIPE CULVERT 12'-48' PIPES (DASHED LINES DENOTE 54' PIPES EXISTNG STRUCTURES) & ABOVE SINGLE TREE .. .. .. .. WOODS LINE DRAINAGE INLET -~---- ROOTWAD RIP RAP 5 ADJACENT PROPERTY OWNER OR PARCEL NUMBER (IF AVAILABLE) PREFORMED SCOUR HOLE LEVEL SPREADER (L S) DITCH / GRASS SWALE - --~-- WATER SURFACE X XX x X LIVE STAKES O BOULDER - - - CORE FIBER ROLLS .~ W a _ o ~- Y • _ _, \ -- -' ~ ' ~~m c ~ 0 .-- - ~ ~ ~, i ,~ ___1 ~~ W + ~ I ~~~ I 11I T ~ W \/\) J ~~~///~""" ~ r ~ ~ I ~ m ~ ~ ~ 6/ ' ~ ' ~~~-~- Q ..~__: i~ 1 1 f ~ I A ~ a ~ g U °- >- "-F- ay ~s mid y ~„~ O L/ ~~~ 9/ F ~ W O ~ LL .«. p I 1 ~I 1 L ' I WI I I~ I I W I i I z ~ ~ I ~ i '~ w I W 1 1 ~~ ~~ i 1 i ~ ' 4 „1 ~ ~~ ~~~ A I W I UI ~ ~~ I~ U'2 I N I I I' ~ I ~°_ I~ IW Q w j I~ I l - J I I I 2 I . ~I W ~I k~ W I I _. __ / ( -~C~ IJJ-_ ~ LL ~ ~_ i LL Z J ~ i J C(~l-~5 'l.J-' J Q i 1 Q ~~ }}~,~ a `-- ~ ~- w w Q ~(~j ^_ ' -' `l~'lJ'~7 lf1 ~ N Q~ ~ l_~ Z /~ a ~ U ~ a. ~ ~ a ~ ~ Y.Y V wwww 1- F- F- U a a I ~' 11J ~ a a 3 3 3 ~ w W w ~ vvvin ~ ~ ~ a a ~_i ~~~~~ =» w o ~~~~~ -- ~~~~~ ~ ~N00 ~ \ Q ~~ ~ --.~-- ~ ~' i - ~~ r ~I~I~I ~ W a m ® SURFACE WATERFILL IN ~ (POND) ~ ~ DENOTES FILL IN Z c SURFACE WATER DENOTES FILL IN SURFACE WATER (POND) 25 Q 50 SCALE: I" = 50' NORTH CAROLINA DEPARTMENT OF HIGHWAYS NASH COUNTY MA04139R SUNSET AVENUE SR 1770 FROM SR 1603 TO SR 1544 DATE: 2-I-05 i~)~ •` S -,r_ a - _ 2" S TEEC~'a Bsr -~ ~ ~~~ - =. ~W i` ~m li ~~i i~ ~~ „~ , SHEET 4 OF 5 I ~~ J J J M N M N N } } } y„ y., ~ p N ~ 00 M N W W Z Q 3 w ~ ~ a ~ 3~ ° yZ O O ;W J ' Q Q J~ Q N N ~ Q ~ , ^ V 0 W_ La Z _~ II X ~ ~ C. ~ ~Z~ mod ~_ NW ~IHN UWW W~In ~Z~ dOCW X X - ~~..-~--- -x~ _ ----~~~ c _ '~ _ r ~- --~. ~_ - - - - SR1667_ _ _ - -° -__ ---~ ~~ 1="-- ~.. M~a ~NIlSIX3 T\ - - 3~ ~~ ,. W Q . O f N M LEGEND ® DENOTES TEMP FILL IN SURFACE WATER ® DENOTES FILL IN SURFACE WATER 25 Q 50 SCALE: I" = 50' TIC ~~ ~~3 ~~ J ~ -~ ,~, W 1! a m o~c z~ - r N'~I I~ V 1 w z a J I L ~ • r ~ a ~ ~ ~ i w iirci +nsv Si€ ~ ~~L lk%o~l~ 'Ft fey Rtes tUe ~ ~. . z ~, b a, ~~~ 1 'N~xuttO(,` Z~I ! '. --'~" ~~F, E'i ~ $ c ~~3gF: - ~Q ~7c,c '4r'~i7v'k 2~t A ' ~ r ~€~~TQt,3 ~' :: .... F ~ .v r xy~ ~, ~ ~ ~ t „_ ~ g n~;~kntiv r .- f ~r3 :: ~~ t~&T Sian: ~~ ~ f ` k t,~ w ~ . ~ l~,i~,vcru[t ?. :~` ~ 3: ry. ~~,,~ xx ( ~+'x ik:r:E^'i ~» .r ~' q ~ '. .. ' ~3i1 .~ . ~ E'~ificPktl ~~~ 5S ~ ~' '+. G~Crivl: n 3 ~ 'Se ~ ) ~ rf ~ ~ ~„ ~~.- ~ i ~ ,..-max >~1 ~ ~: 3st31i1~ G~-1J RU~k° ~,ir'f i ~~K[S ~ I3 ~,* y Fv[,i i . ~,~str ^ I ~ ~ 9' ~ 4 ~' ~,~ b ~> SQt 1~ ~ ~. ~~ ~e~ Cs ~~ ~ :x ~ ggaar '~""', ~ 3 a. ~ ~ ,~~~ ~en1'~ E~'w,o,t..u i -~~ ._... ~ -- - -- ,~ r ~~~~~ _ _ x .w.. ~ti~.~~ RY Pt _ ~.f~'14:. ,~ ~ - 1 d• ~8uA~1 t~~k~~R ~ •i. Q~1 p yNCYR ~`1 ~7..~~'~~st ~~~: ~ gA,'~ ~ s k 4.B 'rs ( t,..a ,~' ~ tisS: vik ~ F , 3.~) S1hY~ ~?~~~~ ~ ':Y~` ~ ~ 'x~~13F ~G ail: g`~,y p"i~ ~ '~ Y`n`'°~' ~ EIRi L ~ n o t ,-.~ .,, ~":49ta-e ~ f (vFi P na - p ~~ ~+ ~,i ,. ~Ae ~.~ F fir., g.,, ~ ky ' .. ~Z '~i ~ ~~ . earn ~.KS~a3ic~ a l ~ f J{r +`~ ,asks 1~2 ~, ., n4k ~ I~ E k` 2~ ei~ ~J; r ~ di~ ~ '~ ~t:J ..~ CaitE i7 ~ ~ ~ ti ~, ~, Rte, ~~ ~~~~ il~~n ~ ,;; '~ ~, ~ ~~~~,~~-3 ~~ 5tt 73rt7 ss~ ~~~~~~~~ ~~~ "~' _ ~ Asti NORTH CAROLINA DEPARTMENT OF HIGHWAYS NASH COUNTY MA04139R SUNSET AVENUE SR 1770 FROM SR 1603 TO SR 1544 NOT TO SCALE DATE: 2-I-05 SHEET i OF S IoT~~3°l[°]H[ ~A]E3~lLI1~TA i. ~ G W w N W i ~ J O I- la N M N P r W C ~ O ~ u ~o za, ~ N W -I r O v~ O O. z m ~a Z i' V ~ Z h W J n m ~ . ~~ ~ ~~~ N shy = W ~ ~ Z N ~ ~ ~ ~~ a L ~ ~' '~ N. ,g~a .+, ~ -SA ~ N Z N ~' O ~,~. v N o , J p. W n°~ ~„~ o W fi ~~ z 0 ~ 1 N ~ m ~ O ~ O + $~ ~ C9 Z '- Q ~' ~ - Z w ~ w [fl ~ ~ N ~O ~ ~ W d -~ 0 .~ p~p~ y OC 1 ~ ~ H U o r Z 0 V ~'V ~~ ~~ ~~ a a ^ o w _ d ~_ i Z ~ ~~ ~W ®, ~ ~ u~rc ~) ;, 1 ~° e~ of ~ \ ~ M N ~ ~ ~ ~ ~~ o ~~ V ®® zz ®® ~ ~~ ~ ~~ W E'~I C9 w h V O ~ ~ ~~ ~~ y (!~~ •• ~~ ey ~ ~ ~~ ~h ~A ~!' ~~ ~ O o N ., -WLB WETLAND BOUNDARY ~~L tom' ~ WETLAND ~--W L ® ALLOWABLE IMPACTS ZONE I ~~~ ~ ~~~~ ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE I ® MITIGABLE IMPACTS ZONE 2 - BZ - RIPARIAN BUFFER ZONE - BZI - RIPARIAN BUFFER ZONE I 30 f t (9.2m) BZ2- RIPARIAN BUFFER ZONE 2 20 ft (6.1m) ~ -~ FLOW DIRECTION - T~~ TOP OF BANK - WE--- EDGE OF WATER - -~ - PROP. LIMIT OF CUT - -F -PROP. LIMIT OF FILL ---~-PROP. RIGHT OF WAY - - NG - - NATURAL GROUND - -P~ - PROPERTY LINE - TDE - TEMP. DRAINAGE EASEMENT - PDE - PERMANENT DRAINAGE EASEMENT - EAB- ~ EXIST. ENDANGERED ANIMAL BOUNDARY EPB ~ EXIST. ENDANGERED PLANT BOUNDARY - - - - - - - WATER SURFACE Xx XxX X X LIVE STAKES BOULDER - - - CORE FIBER ROLLS • Y W F D F p • PROPOSED BRIDGE PROPOSED BOX CULVERT PROPOSED PIPE CULVERT 12'-48' (DASHED LINES DENOTE PIPES EXISTING STRUCTURES) 54' PIPES & ABOVE SINGLE TREE .. .. .. .. WOODS LINE DRAINAGE INLET ROOTWAD RIP RAP 5 ADJACENT PROPERTY OWNER OR PARCEL NUMBER IF AVAILABLE ^ PREFORMED SCOUR HOLE (PSH) LEVEL SPREADER (L S) ~ ____ GRASS SWALE GLIS e '' • • ~ W W D M • 3 _` ` - \ J --- ' , ~m _ ~ ~ s: ~~ 1 +C ~ I /~ ~ I I CO ~ I ~.-) ~ 1 W ~ ~~ ~ ~ ~ f i ~ I N 1 ~ m ~ ~ ~ I J ~ 6/ 1 ~~ ~ I ~I ~I ~ i` ~~ I I ~ ~ Q~0 y I I ~ dim I ~N~ "b~ g ~~~I ~E I Z8 ~-~-~ ~ ~ v ` I ~ \ ~~ I ~ -Z 9 I ~ I ` + ac ~ ~ ~I m I~ I W ~ '~ , u I ~_ O ~ I ~ ~ MD mp~ a F I N I Nip I ~ I 1~ L/ U~~ I ~ I ~ I I ~ 1 o ~ ~ I I I ~ I I I ~ \ t ~ > l ~I \ W ' ? I y I Q ~ I Z I M \ M \ F+ ~ -~ a Q ~F 'F 'F- 4- 'F 'F M I N V j i i ~ ~ l I z ~ I w v i o ti N O) ti M Q O O O M~~~ ~ O a I I I a o I C~ r W N =J y" I ~ ~ W O O Z O I ~ 0 Q N N_ LJ J C] G7 ~ O! J N 1n ' '1 I I ~~ 1 1 1 ~, i i 1 1 N ~' - ' .~ ~-~c ~ /~ S ''-!- -- ~_ 2" S TEEC~'d BST -~1 _ _ ---~~ i _ / l~.r- `W N F- N N U ~ } t a '~ ~+- w w v o m c v ao n„ 0 v ~ ~0 lW{ N ~ N M w J `rtJ~{ ~ ~ooo N N F U r ~ ~~~ ~~~~ \ - ~ 1~ I \W z a ~- BZ 2 --~•~ _- LEGEND -RBA! .RIPARIAN BUFFER -ZONE 1 R~2 RIPARIAN BUFFER -ZONE 2 ®MITIGABLE IMPACTS ZONE I MITIGABLE IMPACTS ZONE 2 25 0 50 SCALE: I" = 50' NORTH CAROLINA DEPARTMENT OF HIGHWAYS NASH COUNTY MA04139R SUNSET AVENUE SR 1770 FROM SR 1603 TO SR 1544 DATE: 2-2-05 SHEET 4 OF S ~ ~a- s N U N N N Q t t t ~ ~ W ~ ~ t0 N ~p to N N w O ~- r- Z N N O N ~. _ N W J a ~ ~ Z Z F - ~ O O O m N N F- OC OG ~ H Z ~ O uW J ' j ~ 0 ~ \ ~ ~ lJJ M \ M \ \ U + ~ ~- t t t Q Q 4- ~F ~F ~ 4- ~ M 3 O N Q Oi ~O M Q O O ~ OO_-_`nOa Q O ~ = J C~ F- W N W Q N N O O w~ p O O > C3 > J In VY O H ~ ~~ ~~l .. ~ X ~ ~ o.. ~ ~N~ m~~ ~" ~ J~ W IDN 11QQ// N W N J UWW W ~ // ~Z N {y // ~ OCW X ~~ ~ N I X W ~ ,- N m m 1 /^/ ( x----- i r~ ~ - „~ °X~ ~ ..n 3 _'0--- ~ _ _ _ -. ~ ~~ ~U ~_~_ Z ~_ ~`~ ~ ~~ _____ M ~,~- ---SR1667__-- __ - -.- ~ _ T€€t .~ ~` ~ ~~ M~a ~NIISIX3 ~en~ ~ I~3_--~~ L1_ W z Q' J `\ 11 `i' LEGEND RBZI .RIPARIAN BUFFER - ZONE 1 RBZ2 RIPARIAN BUFFER - ZONE 2 ® ALLOWABLE IMPACTS ZONE i ~~~ ALLOWABLE IMPACTS ZONE 2 25 0 50 SCALE: I' = 50' DATE: 2-2-05 SI ~ W WI ' --... 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