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HomeMy WebLinkAbout20061966 Ver 1_Application_20061229~~~ yd .v+'°'A ".an .~~~,. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR December 19, 2006 Mr. David K. Baker, NCDOT Regulatory Project Manager U.S. Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-2714 - - Subject: Nationwide 14 and Nationwide 33 Permit Application O ~~7 `` 1 r] ~a LYNDO TIP~'I' SECRETARY Ogj966 SR 1544, Flat Mountain Road Macon County State Project No. 140.056104 (DWQ Minor Permit Fee $200) Dear Mr. Baker: The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, and pave SR 1544, Flat Mountain Road, in Macon County. This proposal entails widening approximately 2.2 miles of existing paved road by two feet to a standard 18-foot paved roadway. The project does not involve the unpaved section of Flat Mountain Road. The proposed improvements of SR 1544 have been identified as necessary maintenance and safety improvements. Funds have been allocated for this project, and NCDOT would like to perform these activities sometime during the 2007-paving season. I am sending a pipe installation detail as well as a mazked county map and USGS quad map. We propose to install new culverts slightly below the existing streambed elevations where bedrock is not encountered to minimize impacts to aquatic habitats and allow the existing stream gradients to remain as unchanged as physically possible. The North Carolina Natural Heritage Database was checked for records of threatened and endangered species. There are no records listed in the database for the unnamed tributary of Big Creek or for Skitty Creek. There is a record for the Bog turtle (Glyptemys muhlenbergii) in the Big Creek watershed. The approximate record location is downstream of Site 1 below or adjacent to the unnamed pond. There aze no other records for the remainder of the watersheds to the confluence of Cullasaja River. The impacts from a single pipe replacement will be minimal and the project is being widened along the existing roadbed. There was no bog turtle habitat observed within the footprint of this project. For these reasons, we believe this project will have "no effect" on threatened or endangered species. If the State Historic Preservation Office (SHPO) and the Office of State Archaeology determines that further investigations are required, NCDOT will conduct the appropriate site investigations and obtain compliance from SHPO prior to project construction. Andrews District Office 191 Robbinsville Road, Andrews, N. C. 28901 Phone: (828) 321-4105 Fax: (828) 321-3228 c The best management practices will be used to minimize and control sedimentation and erosion on this project. The construction foreman will review all erosion control measures daily to ensure sedimentation and erosion is being effectively controlled. If the planned devices are not functioning as intended, they will be immediately replaced with better devices. The rock silt screens and other erosion control devices will be in place prior to pipe culvert construction and will remain in place until the project is stabilized. Water will be impounded or diverted azound the site to allow culverts to be installed in the dry. Impacts to Waters of the United States The unnamed tributaries of Big Creek and Skitty Creek are small but appear to have perennial flow. The channels are composed primarily of sand, but some silt, gravel and cobble aze present. The channels lack vegetation. For these reasons, we believe these streams are under the jurisdiction of the U.S. Army. Corps. of Engineers.. In order to construct the project in accordance with our current secondary road standards, it will be necessazy to impact waters of the United States in the Little Tennessee River Basin. Listed below is a summary of the proposed impacts. Site No./ Station Existing Condition Proposed Condition Net Impacts Site 1 @27+85 40' x 18" CMP 45' x 24" CMP 5' Site 2 @115+32 55' x 18" CMP 60' x 18" CMP 5' 10 linear feet total Permits Requested NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed with the construction project outlined above. By copy of this letter, I am asking Mr. David McHenry, Mountain Region Coordinator, of the North Cazolina Wildlife Resources Commission (NCWRC) to comment directly to you concerning the 404 Nationwide Permit request. Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean Water Act from the North Cazolina Department of Environment and Natural Resources (DENR), Division of Water Quality (DWQ). In addition, I am requesting Mr. McHenry and Mr. Ed Ingle, Roadside Environmental Field Operations Engineer (NCDOT), to comment directly to me concerning this permit request. If you have any questions or need additional information, please contact me at (828) 321-4105. Your eazly review and consideration will be greatly appreciated. Sincerely, Joshua B. Deyton, P.E. County Maintenance Engineer cc: Mr. John Hennessy, DWQ, DENR, Raleigh (seven copies) Ms. Denise Moldenhauer, Biologist, USFWS, Asheville Mr. Mike Parker, DWQ, DENR, Asheville Mr. David McHenry, Mountain Region Coordinator, NCWRC Mr. J.B. Setzer, P.E., Division Engineer, NCDOT Mr. Mark Davis, Division Environmental Officer, NCDOT Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT SR 1544, Flat Mountain Rd. Macon County, NC f 29 i t ` uWryMtra Et6v a,2ou _. ~ -~ 'L r o~ µartry~ ~$~ a~ ~i vt oe o = ~°.. O c TTp~ ,Y ~r6f 1qA NCDOT Division 14, District III Prepared by: Joshua B. Deyton, P.E. County Maintenance Engineer Clay and Macon Counties ~O~ ~~ D OF W ATF9 QG ~r ~ Pre-Construction Notification (PCN) Application Form For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401 General Water Quality .Certifications., and Riparian Buffer and Watershed Buffer Rules SR 1544, Flat Mountain Rd., Macon County P 9t µORTI/ ~~OP S N~ yt x o z e AO ~~ ~~r MPaTOFig ^N~ NCDOT Division 14, District III Prepared by: Joshua B. Deyton, P.E. County Maintenance Engineer Clay and Macon Counties Page 1 Office Use Only: Form Version May 2002 20061 966 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: ® Section 404 Permit ^ Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ ® 401 Water Quality Certification 2. Nationwide, Regional or.General Permit Number(s) Requested: NW 14 & NW 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 (verify availability with NCEEP prior to submittal of PCN), complete section VIII and check here: 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: ^ II. Applicant Information 1. Owner/Applicant Information Name: North Carolina Department of Transportation (NCDOT) Mailing Address: 191 Robbinsville Road Andrews, NC 28901 Telephone Number: 828.321.4105 Fax Number: 828.321.3228 E-mail Address: ~bdeyton dot state nc us 2. Agent 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: Joshua B Deyton P E Company Affiliation: County Maintenance Engineer Mailing Address: (same as above) Telephone Number: Fax Number: E-mail Address: Page 2 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 maybe 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 rea'aced to a small scale such that=the final version is illegible, the applicant will be informed thai the project has been placed on hold until decipherable maps are provided. 1. Name of project: Flat Mountain Rd. SR 1544 2. T.I.P. Project Number or State Project Number (NCDOT Only): 140.056104 3. Property Identification Number (Tax PIN): N/A 4. Location County: Macon Nearest Town: Highlands Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): From Highlands, take US 64 east approximately, 2 8 miles to SR 1544 Flat. Mountain Rd. Turn left onto Flat Mountain Road Vicinity map included with~ermit package. Site coordinates, if available (UTM or Lat/Long): Site 1 -35.0806°N, 83.1972°W, Site 2 - 35.2781°N. 83.3864°W (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}: 11.45 7. Nearest body of water (stream/river/sound/ocean/lake}: Site 1 -Big Creek (Stream ID #: Z- 21 5 1 (0 51 Class WS II Tr) Site 2 - Skitty Creek (Stream ID # 2-21-6-2 Class B Tr) 8. River Basin: Little Tennessee 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/mapsl.) 9. Describe the existing conditions. on the site and general land use in the vicinity of the project at the time of this application: Forest residential Page 3 10. Describe the overall project in detail, including the type of equipment to be used: Widening, paving and installation of new pipes using a hydraulic excavator, backhoe loader, dozer, wheel loader. motor grader dump trucks and hand tools. 11. Explain the purpose of the proposed work: Widen and resurface existing_paved roadway for the purpose of safetyimprovements and scheduled maintenance. 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, c~rt`ificatioris ors=ot~ier usefur-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. 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. None anticipated 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. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent 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. Provide a written description of the proposed impacts: New culverts will be installed at the existing culvert locations and will be extended by five feet at each of two locations. The stream will be temporarily impounded to allow for the culverts to provide a dry work area. Page 4 r 1. Individually list wetland impacts below: Wetland Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized cleanng, 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.eov. *** List `a 'wetland type that best-describes-wetland to be impacted (e.g., freshwaterisaitwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated {detetmination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: N/A Total area of wetland impact proposed: N/A 2. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number (indicate on ma Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Im act Perennial or Intermittent? leases eci ) Site #1 Culvert 5' UT to Big Creek 1' P Site #2 Culvert 5' Skitty Creek 2' P * 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 intetnet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapcluest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 10 linear feet 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 Site Number indicate on ma * Type of Impact Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody lake, pond, estuary, sound, ( ba ,ocean, etc.) N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. Page 5 • .~ _ 3. 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 Describe the method of construction (e.g., dam/embankment, excavation, draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Size of watershed draining to pond: N/A Expected pond surface area: N/A VII.---li~~act .Iustification (A;~didance and 1VIinimization) Specifically describe measures taken to avoid the proposed impacts. It maybe 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. Roadway features were designed not to exceed North Carolina's minimum secondary roadway standards. Therefore, impacts were minimized to the extent possible, including_pipe lengths. 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. 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 NCEEP concurrence shall be placed on hold as incomplete. ^ wetlands installation of Page 6 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://h2o. enr.state.nc.us/ncwetlands/strm~ide.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/lineaz 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 Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919} 715-0476 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regazding the application process for the NCEEP, check the NCEEP website at http://www.nceep.net. If use of the NCEEP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount ofNon-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federaUstate) land? Yes ® No ^ 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 are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ^ No 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 Page 7 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 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and .Water Supply Buffer Requirements), or other (please identify N/A )? -_,--_- Yes ~-- 1 o 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 (square feet) Multiplier Required Mitigation 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpend-cular from near banx or cnannei; tone ~ extenas an additiona120 feet from the edge of Zone t . 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. The existing paved roadway acts as an impervious surface The roadway surface will be approximately 20% of the right of way area Stormwater will be diverted through settling basins lined with filtering stone or grass lined buffers prior to entering streams. Page 8 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 XII. 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 ^-_ _ XIII. 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). N/A ~, ~~,,,~~ ~ 1 ~--,.~- December 19, 2006 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 9 h--~ CD e--P 0 O c ~' 0 o. 0 r. c n. b ~' ~' 0 0 c~.. F--r CD r-r- (.!l r--+ CD ~, 1 !lIr'" 7 ' '1 1 " ~rr~~ SGd ~ lal~ ~ q7r ~. A '7 lib•Ay Ot •;7.1. ; ., ,. ~1)1! lii~. 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SR-1 544 WORK ORDER NO. 140.056047 FROM: END OF PAVEMENT OF SR-1544 TO: END OF PROJECT STA. 142+00 ADDITION: YES NO xx IMPROVEMENT: YES vv NO TO BE PAVED: YES xx NO GUY WIRES POWER POLES TO MOVE: YES NO~ f~-~ ~ v ~_ TELEPHONE POLES TO MOVE: YES NO xx RIGHT OF WAY WIDTH: S 0 SCALE: 1 " = 50' DATE: DESIGN ADT 3/10/06 ~ I C L i ~, i j j ~ j j j 1:1 slope ~ I j j or flatter 1 1/2: 1 slope I I I ~ ~ I -~i I I ~ , I 4' or flatter ,I g g ~ , > ~.~~ j 6' j I SHLD. j 3' ~~ SHLll. j j ~ oircx I i' ~' I ~ '- ~~----~i ~, ~ ~ STR.-1 ~7+©O I ~ 15+00 STR50-1 ;~ K, ~•soi x.50 ~•oo UNITED STATES FOREST SERVICE ~ 1) T•so '~ ' 1 t 0 _ - ~- - - t5~" - - ~-- -~ - ~•so REPLACE 'W/ 18" ~CMP ~~~ ~. STR50-2 NATNALIE SATO 2528. FLAT MNT. RD. HIGfILANDS, N. C. 28741 ~2) (1) i 1 `~ Z 0+00 I Z 0~-O0 STRSO-2 ( 610' Rlw 9.50 1 9.50 . 1. i I STA. 9+16 t 9.00 1_ 900 ' I I I 9.50 _ 1 _ 8.50 I I I , 900 i 900 ''` ~. I ~ I I C1) I 7.50 _ 1 7•so 610' RI i 7.00 _ 1 7.00 - ~ -- ® ADD TO OUTLET END 30" I CME' i 9.50 1 e•so - I- i I i 9.00 _ 1_ e•oo I I I I s•so _ 1_ s•so I I 610' RI ry .. ~.. i '~ STR50-3 ZS+C~O I ZS+00 STR50-3 i I 5 I O' RIW i~.5o I t~•ao - I- 15" I CMP ® REPLACE W/ 18" CMP - --1- - ~~.oo _ I _ ~~~oo I I I i~.so 1 i~.so _ I_ i I I ~~ i~•oo _ I_ ta•oo ~1) 1 ~1~ I I ~z~ao _ 1 i2•so 610' RI I 18!' ~ CMP STA _ 1 ?_+.1.D ® ~-~ REPLACE W; ~~'" C"'.P ~ ~ 1 ii•oo - -i= - - .oo `~ 1 ~~.~ _ I_ tt•oo I I I I io•so 1 io•so _ I_ 610' RI 10+00 _ 1 _ 10+00 F `' STR50-4 20+00 1 20f00 I 510' RIW 19.50 _ I_ 19.50 I i I I I STR50-4 19.00 19+00 ® - ~ f-rREPLACE W/ 18" CMP (1) 1 ~ rl --1-- 1 S" I CMP I re:5o 1 - 1- fe•So fe•oo I 1 - I- I fe•oo lasso i _ i_ n+so 610' (1) RI I lnoo I _ 1 t~•oo ® - ~ ADD 18" CMP 18" I CMP I 16.50 _ 1_ I I iQ.50 fa•oo I 1 - I- I fe•oo 15+50 I I 1 . (_ 13.So i 510' RI is+oo _ 1_ is+oo ,~ 1 ~ ~ ' STR50-5 (1) .~ 25+00 I 25+00 STR50-5 510' R 1 [Y ?1.50 _ 1 _ I I ?4.50 N•00 I I 1_ I I 74.00 77.50 I I i - 1- ?J•So I 18" I CMP ® - _ REPLACE W/ 18" CMP , - - ~ - - 23.00 - 1_ I ?7.00 ~ 27.50 I I _ (_ 71.50 s1o' (1) RI I 77.00 1 1 -I n•oo ?i•so I I _ 1_ I I ?,•So ?i•oo i i _ 1_ I I ?i•oo 7o.so I I _ 1_ I 7o.so I 510 R (tY 20+00 ~ 1 20+00 1 t • STR50-6 30f00 ~ 30+`00 STR50-6 I 6~0' Raw 29.50 i _ I_ 79.50 29.00 _ '_ ?9.00 ~ '- ze•so ( I_ ze•so ze•oo ~ 2a•oo ' ` - I- r C1) ~ ~1~ 27.50 _ I 17.50 510' R~ f---- REPLACE; W/ 24" CMP ® ~ 18" CMP i ' ` r.oo _ _ i 27.00 t I I 26.50 I ' - I- • 78.50 26.00 I _ I_ 26.00 25.50 _ I _ 25.50 6~0' R~ zs+oo ~ as+oo • ~ STR50-7 35+00 ~ 38+00 STR50-7 18„ ~~ ~ • REPLACE W/ 24" CMP ® - - - JI.50 - I ~_ JI•so • J~•00 I I_ JL00 ' JJ•50 ' . ~_ JJ•50 JJ•00 (_ ,1 J7.00 ~ ` • ~ 1 ~ I ~ 1 J?•SO _ J?•30 5~0' R~ 18" ~ CMP 1 ~ ~ ~ ADD 18" CMP t ~ ~ I JI•so _ I_ I JI•SO • 1 JI•oo I I I _ I- Jl•oo Jo•SO .I _ ~_ I Jo•ao I 6~0' RAW 30+00 ~ 30+00 p STR50-8 gO~OO ~ 50+00 I 5~0' RAW J9.50 '_ J9.50 24" ~ CMP STR50-8 REPLACE W/ 24" CMP - ~--- 39.00 I 39.00 ,. JB•50 - ~- I _ I_ J8.50 3e•oo • _ (_ I I Je•oo ' 1) I I I JI.50 _ 37.50 _ 510, R~ r I 1 ~ J7.00 JI.00 t 36.50 _ I_ 76.50 ' J6.00 I ~_ JB•00 ~ 35.50 _ I_ JS•50 5~U' RAN 3s~oo ~ __ 3s+oo (1} ,~ • ,, ~ STR50-9 gs+OOI u•sol 10.00 __1Jf501 IJ•001 1Z•So (1) '+ • ~ 17.00 11.50 11.00 g O+O ~ i gg~-OO STR50-9 5~0' ~- R~tV ~ -'- ~~•~ _ I- ~I.00 _ I_ IJ•50 _ _ ~'~ '~ , 13.00 ~ 1 S"~ CMP _ _ ----- 24" CMP E W/ `- ~--T -- i--- . REPLAC ~_ 12.50 _ F-R ~ ~1) ~ I I -'- I 17.00 I i I ,~,~ _ ~ - - - ~-1 REPLACE n j iv't CMP ~ 15" ~ CMP I ~ -'- 11.00 ~ _ ~ ~o•so I 6~0' R~ - ~_ 40+00 O STR50-10 (1) so+oo ~ so+oo 5 ~ O' R ~ IY 19.50 _ '_ 1 9.50 1900 ~ -'- 1900 19.50 _'_ IB.50 Ie•oo ~ - (- I Is.oo e7.5o I _ ~_ u•5o s~o' R) STR50-10 i ~~ ~ (1) ADD 18" CMP ~ It 1 •- 1 t ®-- -~--- 18" CMP 1.00 _ ~_ I~.oo i 16.50 _ I _ 16.50 16.00 _ '_ 16.00 IS•50 I 1'3.50 ~- 18" ~ CMP ® ~ REPLACE W 18'!. CMP - - ~{ - gs+00 _ ~_ 4s+00 STR50-12 60+00 ~ 60+00 STR50-12 6~0' RAW 59.50 _ I _ 59.50 59.00 I_ 59.00 1 58.50 _ I_ SB.50 58.00 ._ - i ~- - ® _ - - 00 REPLACE W/ 18" CMP ` 18"~ CMP I 1 57.50 •_ I 57.50 51 v, R~ ~ ~1) ~1~ ~ _ ~ 57.00 '~ ' 67.00 I t I I 1 56.50 I - I- 56.50 56.00 I 56.00 55.50 _ I_ 55.50 6~0' Raw ss+oo _ ~_ ss+oo ~ STR50-11 ~arvv 1 I 510' R I [Y s1~so i _ I_ i I i se.oo _ 1 _ I I 15" CMP _ - -r - -- I I I I 5J~00 I - 1- I I (1) I sz•so _ I 610' RI i I . I ~ ~ sz•oo _ _ t 1 I I I s~•so _ I_ I I I ' si•oo . 15" I CMS _ ® - - _ - --t - - I I 5o.so _ 1_ I I 510-~ . I RIW SO+OO I SSf0O STR50-11 s1•so 51.00 i (REPLACE W/ 18" •00 (1) sz•so •00 si•so REPLACE W/ 18" CMP so•so SO+OO Q. STR50-13 (1) 6F+00 ~ 65±00 STR5o-13 I 6~0' R~ W 64.50 _ I_ 64.50 64.00 ~ •~ ~ . - ~ - s~ REPLACE W/ 18" CMP ® - ---~• - - 18" ~ CMP __ -_ 67.50 _ I _ 67.50 67.00 ~- 1 r 67.00 ~ ~ ~ I (1) 62.50 _ _ 62.50 5~0' R~ , 62.00 I_ 62.00 61.50 _ I_ Qf•50 ' 61.00 I - ~- 61.00 REPLACE W/ 18" CMP ® ~ 18" CMP I 60.50 _ I _ 60+50 6~0' R) fY 60f00 ~ 60+00 ---- • STR,SO-14 70x-00 ~ 70+00 I 6~0' R~ W 69.50 _ I _ 69.50 69.00 _ (_ - 00 ~. ® a REPLACE W/ 18" CMP I --1--- 18" CM[' ~~ (1) ~ r (1) STR50-f 4 r ` , ~ REPLACE W/ 18" CMP gg+00 ~ gS+00 66.50 I I _ I_ I 66.50 68.00 i I I I_ 66.00 67.50 _ I _ 67.50 $IG!' R~ 67.00 I -'- 67.00 66.50 _ I_ 66+50 ----- ® ~ CMP 18" I 66.00 I - I- 66.OC 65.50 _ I_ 65+51 6~0' Rat -~ -~-- STR50-15 7'StOO I 7StOO 510 i RIN JEFFERY ~~'MARILYN IIIJDGINS 1"S0 I "'~ 4892 I'ARLIMENT WAY 1 ' DUNFIOODY, GA. 30338 I ~, ~; I (4) I ~o0 1 ~~~oo - I- STA. 73i ti0 I I - _ - _, ,,,so 1 I_ I n •so _ I I 18" _CM[' - I ~ t~'' i I ~~~so I I _ 1 ~a~so 610' nlr (1) I . I I ~~ ~~~oo - - ~a~oo t. I I I ~i~so _ 1_ ~i,so I I ' 7~~00 I I 1 - I- I „goo ~o~so I I _ 1_ I ~o~so I 510, nlt I STR50-15 i AUD 18" CMP ,~. DALE VINSON 3665 FLAT MOUNTAIN RD. IIIGIILANDS, N. C. 29741 ~3) STA. I (1) 70+00 7O~-OO ~~ STR50-16 80+00 I i I SOf-O0 STR50-16 S I O _~ R l IV 7950 _ I _ I 7950 I DARLENE HEINEMANN l 2275 N FOURTH ST. I HIGHLANDS, NC 28741 ~ 7900 ~ _ I I l9~pp ~. ~. ;, le~so ~, ~., ,; I l I - l- , .. le,so '~ ?~j I `~~ ~"~~ ,, .,;, _ ~~~ i~" cMh - -1~- - - ~ ~ nnD 1aII cMP ' ~ ~ I , .. ~~ ~ ,. - - - ~- - - ,~ , ,;: ~.. l ~ ' I CHAMBERS INVESTMENT PROPERTIES LLC ,1 ` l 1359 FLAT MOUNTAIN RD. ~~ ; ,; (4) "'S0 - - NC 28741 ''S0 HIGHLANDS ~ l , ~ i • ~; S 0' . ~ R I I ' ' , ; 4. 77+27 STA. PI ~~ f `" ~ (}; I STA. 77+10 (6) PI 7 ` .:~e ,, ,' ,,,~ ' _ _ III l~ ;~ ; ,~ ~ ~' :~ '~' I I { ~: DWAIN E. PICKLESIHER i. I P.O. BOX 91 3 is ~ - i- le~so HICIILANDS, N. C. 28741 ', ', l i (5) ' ~ ,~ la,oo ~ I - I- l la~oo I 1I3" I CM[' i •-- - I ~-._---LREP Lt1 niE W% iAli ~I,IA' - - 7 - - -I. - - P STn 7 5. 4n . ( S l 0, - tilt (3) 7's+00 _ I _ ~5+00 ' `STR50-17 ARMAND A. GOSSELIN 864 N.E. 129th ST. N. MIAMI, I'L. 3315 (8) ~ 1 `~ L (4) 85+00 ~ 85+00 STR50-17 ~ (6) 5~0' THOMAS CHAMBERS R ~ [Y 1 359 FLAT •MOUNTAIN RD. HIGHLANDS, NC 2$741 e~•5o ~ - ~- ~, STA. o _ I I 18" CMP ~ ADD 18" CMP ~ _ _ ~•- - - I _. - - e~•so ~ _ I_ I e~~so e~•oo I I ~ _ (- ' e~•oo ' 1 ez~5o ~ I _ ~_ ez~so (7 ) 6~0' nor I ez•oo I _ ~ _ ez~oo STA. t;81i 85 ~ i 81.50 I _ I _ 81.50 18.. ~ ~MP . s- REPLACE W/ 18" CMP ---~•-- - el~oo _ (_ I el•oo eo•SO I I _ ~_ I eo•So 5~0' RAW SO+00 _ ~_ 80+00 P 1a ~ ~ ~, STR-18 (8) ,, i •' ~1 ~`~ 9OfO0 I 90100 STR-18 I s~o' n I rv a9~5o I I- I ov~so e9•oo I I _ I_ I I. ov•oo ae•SO I i - I- i ea•so ee•oo I _ I _ ee•oo CHAMBERS I '; i NVESTMENTS' LLC I 1359 FLAT MOUNTAIN RD. I I HIGHLANDS, NC 28741 e~•so _ I_ e~•so (6 ) 5IO' RI ~ I` --I--- REPLACE W/ 18" CMr~ 18" I CMP e~•oo _ _ I e~~oo 96.50 i I I . I. i ae•50 6.00 I I I_ I I i 96.00 as•so I I _ I_ i es~so . I Rlw STA. 85+13 , 85+00 _ I _ SSfOO (6 ) F ;,ti .j . ~~: ~.---- ' I ~~- i ~ fV I I I I I I 5~0' n~W I I I I I I I - ~- I I I I - ~- I i i I 6~0_ RI N 90+00 _ ~_ 95+00 9~~~ X00 c~~oo sa~so 9i~oo STA. i •oo vo~so 90+00 STR50-19 EU T. TALLEY 1073 KICKS ItD. HIGHDANDS, I~.C.~~ 28741 C9) (6) ~~ STR-2o ZOO+OO ~ ZOO+00 STR-20 ,. FLAT MOUNTAIN PARTNERS LP ~ PAULINE CURRY 7445 CHESTWICK COURT R~~y 8445 SANDERLING RD, DUNWOODY, GA, 30350 SARASOTA, FL, 34242 99.50 I 99.50 I- (12) ~ (13) . ' 99.00 I_ 99.00 PL STA. 98+90 ~ q.Fi+9n - P I I i - 9e•SO ~ 9e•So _ I_ - - ~ KENNETH & LISA TALLEy ~ 4185 FLAT MOUNTAIN ROAD HIGHLANDS, NC ,28741 9e•oo 98.00 '_ 7.50 I. ~ I I _'_ 5~0' (11) 97.50 n~ STA. 97+25 •- _ _ F ~--- REPLACE W/ 18" CMP ® - --~~- - - 18" ~ CMP (1 0) 97.00 97.00 ~ l `~ I i 96.50 _ I_ 96.50 96.00 r' ! ' ~ I- 96.00 ~ I (9) , 95.50 I - I- 95.50 5~0' R~ W 9sfoo _ ~_ 9sfoo ~ ; , S TR-23 L (14) w ;~ , 1 (12) ZZS+~~~j - •t• - -- - - -`.Z~S+00 TR-23 ADD 18" CMP 18" I CMl' 5 O' RI IV 111.50 _ I _ I I 111.30 i 111.00 I I I _ ( I 111.00 `. II7.50 _ I _ IIJ•50 __ _ ~ EDWARD ENGEMAN ~ P . 0. BOX ~. 3 2 81 I PLACIDA, ' . I'L. '`~ ` 117.00 I I . 117.00 I I (14) Irz•SO i _ I 11?•SO 510' RII _ 15"_ I-..CMP _ ,: ~~~ I x ~~~ ~- REPLACE W/ 2~+" CMP 11.00 _ _ _ I _ _ ~12yao STA. 111+85 t sTn. 111+85 I 111,50 I _ I_ I 111.50 Irl•oo i I I - ~- lu•oo I i X13) Ilo•so I I - I- Ilo•sa I 5 I O' RII ZZO+00 _ I _ ZZO{-00 33946 P _ ~ - STR50-21 Z OS+00 I Z OS+00 STR50-21 I s I o' R I ~Y • lo~•SO _ I _ I ro~•so lo~•ao I _ I- I lo~•ov I I ~~ 18 ( CMP ro~•so _ _ •~ ! ~ " ---I•--- REPLACE W/ 18 CMP I I ~•~ r • lo~•oo _ _ I lo~•oo ~ (1 2) loz•SO I I _ I_ loz•so (1 3.) " RI I - ::;i% ~ ; I h,'; I ~ I a loz•oo - _ loz•oo k I I I lol•SO • I I I' I lol•So lol•oo I I _ ~ _ I lor•oo -15"~,~h1C 100150 I _ I_ 100.50 I 5 10' RI Z 00+00 _ I _ 1 OOa-00 1 ~~ I . STR50-22 Z3OfOO ~ I 6~0' R ~ tV 10950 _ _ 10900 _ NOTE: DARN TO DG MOVED 0['[' R/W -~ ~ .. loe~ao I - I- _ 15" ~.. Ct~P . ~~ ~ .,..~„ ',~^ ,: d, , 3.4~ a• ~ Ioe•oo _ - - - - _ - (- I. ' ~ ~ -~ Y R r ,~ lo~•oo - ~- I '~ i I06~50 I _ I_ I 10600 I_ IOS~SO . I_ .. R ~~- { _IZQ+OO ~ 00 ,~ STR50-22 ~ - ~~~ ~~ ,4.~ REeLncE w/ 2G~~ cMP Io~~so I lo>••oo X106.50 110600 X105.50 I ZOSfOO (13) i • !~, STR50-24 120+00 ~ Z2O+O0 STR50-24 6~0' R ~ (V SALLIE SMIT11 11°•SO _ _ "c•So 989 MOORES MI LL RD. ~ ~1~ ATLANTA, GA. 30327 ~ (15) ~ STA. 118+fsl~y•oo - ~- 11°•~TA. 118+95 . tie~so ~ - ~- rre•So 18'! ~ C MP _ _ _ ~_ "'t ~, t~l,~ ~ ~ rle•o~ AUD 18" CifP ~~• ( .,,~ !17.50 _ I 117.50 $ I t7' ~~ ~.1 (1 4) ~; Ir7•oo _ ~_ I 117.00 (i c} ) 116.50 I -'- IIE•50 116.00 I_ fi6•00 115.50 ' - I- 113.50 5~0' Rol ~~ ~~~ ' ~ R STR50-25 125+00 • ~~ ~ Z26+00 STR50-25 6 ~ 0' fZ~~ - - - - ~ ~~ ~l~~~o ~ 1 ~ 7~•5'~,',.F_.(REPLACE W/ 18" CMP _ __ _~ ~ ,,, CMP 15" 17.00 _ ~_ I l7~•00 I7J•50 _'_ 17)•50 17J~00 I _ i 17]•00 171.50 _ ~_ 177.50 ~1` (15) Rlo' I ,,• =~. '-•~~ 17700 I I _ 177.00 ~i 171.50 _ I 171.50 ~~ 171.00 I - (- ii 171.00 ~ 1~ 1 i_ I _~ l.ll - W .r~ I (Ni :~ o REPLACE W/ 18" CMP ~ LoCn ~ ..U ~ ~ ~n _ _ - I - ^Y a~ 170.50 _ ~- 120.50 SIa. Rif .120+00 _ ~_ I2O+00 ~, OO+gZZ 1 ~~ I ~ -~ .019 1 os•szl I -1 - I I oo.ozl I I -1 I ( v ~,. ~' I dW~ ~~BT Uav -~•s1L! •~ w I •LI _ - _ - Q dW~ I ~~8I I oo•[tl I (i) I I ~ 1 ~-~ ,o1s OS•[ll - - I I ~ ' I I _I _ ~ } oo~e'1 I ~•~. -- - - -- ~ r • ' °•~ ~ I = - aW ~ 1-~;+~z- os•etl i -1 - I 1 oo•azl I 1 -I - os•otl 1 I -I - ~~ I ~ ,019 I sa-oaals 00-rO~Z- I OOfgZZ ios•szl oo•fltl ~~ Qef ~~~ ~Jw, e oo•[zl OS~[LI oo•en, 4V'S os•ezl oo•azl os•azl OO+OEZ (SL) sa-owls ~ ~ ' ~ _ , ~ 4 •. . , ST,R50-27 Z3S+00 ~ Z3S+00 STR50-27 I s~o~ R ~ iv n~•so _ ~_ u~•so IJI.00 I ~ I - ~- I IJI.00 _ - _ 17J?50 I I ~- IJJ•SO I ' 177.00 '_ IJJ•00 ' _ ~ =~ ro. ~ REPLACE W/ 18" CMr~ . ~ - - I - - -- ~f~fl 15" CMt' 1]2.50 I /71.50 ~ 6l0 ' R~~ ~ `,~ , ~ ~ 1 cJ ~ IJr00 I_ I 177.00 ~ \ 1 ) CMl' 18" ~ `a _ _ ~„~ ~°. ,. ~ a ial.,~ IJlao Ann 18" . CMP ~~~ y ~~~ - -- - - - 1 ;i1~d , IJI.00 I_ iJl•00 IJO•SO I - I- IJO.50 6~0' R ~ rv Z3O+00 _ ~_ Z3O+OO ' ~ ~, , STR50-28 ,~ .~, 11 )t~•. (15) Z5~O+00 ( Z-SEO+00 I 5~0' R ~ IV (]9150 _ I_ 1J9~50 179100 (_ 1J9~00 .. 178150 _ ~_ 178.50 170100 I 178100 - I- IJI.50 _ I 177.50 ~ 1 s~o' nit I I I STR50-28 1 n71oo IJ71oo -'- 15" _ ~ CMP ~• '11' „a -~-- REPLACE W/ 18" CMP ~. "tea. ~„ n I ~O ~'•~ ~~ _ ~:~ i~• (76150 _ _ IJQ150 I 176100 (_ 176.00 p !~ _ 1811_ ~ CMP _ ~~~w{. ".Yl: ~~?q~`~ i IJ51~ nrn~ la" cMP ~ •. ~°1 ~' s~o' RAN i3s+oo ~ issfoo ,, .. STR50-29 Z-SE5+00 ~ Z4S+00 STR50-29 6 ~ O' _~ R ~ tV Ie1•SO _ ~_ 111•So 111 X00 I _ i I11 X00 ' ... _ ..117.50 I _ I_ 11J~50 117.00 I_ 11J~00 111.50 _ I f/2.50 5~0' Rat « - ~ ~ - - - °'~ G.O.P. ~ ~ . f E.O.P. ~ ' J ~, »f'~ r. :*~ <~ R ~ " ~~~ ~ ~ ,i CPLACE W/ 18 CMP ~~ 15" ~ CMP I 111.50 _ ~_ I/f.so (15) ~ I I (15) „ 111.00 I _ ~_ I f~f•oo I I ~ s•rn 1,0.50 . -- 11o•~J - ~- I s~o (1) R~ Z4O+00 ~ Z-4~0+00 ~~ ~,~ ~~> E.R 05trO.N cON'-I~R OL. r~E~r.~.rz.s .ae~ ,s-pEC,s. STD. NO. DESCRIP- UN: SYMBOL: PAGE NO. 245.03 TEMPORARY SILT DITCH TSD VI - 2 245.05 TEMPORARY DIVERSION ~- TD ~ ! VI - 4 893.01 TEMPORARY SILT FENCE ~-1-~-}-I--. VI - 6 _ 890.0.5__ _ _ TEMP. SLOPE DRAIN WITFI EARTI f BERM ~ ._ ,- VI - 8 245.01 SILT BASIN - -TYPE (A) -C:! VI - 10 245.02 SILT BASIN -TYPE (B) ~ ~GGGls'CLa VI - 12 892.04 TEMP. t~OCK SILT CFIECK TYPE(A) VI-14 895.10 TEMP. ROCK SILT CI-IECI< 892.01 TEMI~. ROCK SEDIMENT DAM TYPE(A) VI-18 o "~ 892.02 TEMP. ROCK SEDIMENT DA 897.01 ROCK PIPE INLET PROTECTION VI - 22 894.01 ROCIt 51LT SCREEN VI - 24 245.04 STILLING BASIN _ ~ VI - 26 ROCK INLET PROTECTION 896.01 TYPE(A) (A) R(A) ~~ VI-30 ,' 896.02 TYPE(B) (B) FR(B) ~ ~ VI-32 896.03 TYPE(C) (C) ~OR(C) I`~ VI-34 .,r -._ ____ _ - ~. ,. r~ . F ~ ~ - f~. TEMPORARY EROSION CONTROL SYMBOLS TEMPORARY STONE DITCH CIiECIt ROCK SILT' CHECK DAM GILT BASIN--- TYPE - B TEMPORARY SLOPE DRAIN TEMPORAI2.~ SILT' DI'rCli j 0 EARTII EMBANKMENT SILT FENGi~ ~~ . ~, -~ '1'SD -- --_~-~ TENiPORAFt~ ~'I'REAM CROSSING ~ ..--~--__ FIBER (~LA~S ROVING l raR 't' . DESCRIPTION SYM®OL Sheetl EXISTING FENCE:---------------------------------- ~=t_ ~--~---~__ -~ PROPOSED ROAD:------------ __...__ _._.____..__ EXISTING ROAD:------------------------------------ -- - -- -_ _ = - =- CONTROL OF ACCESS LINE------------------- C SLOPE STAKE LINE:------------------------------- - ~~ _%`~~....---.-__~ . ~_i BRIDGE:------------------------------------------=----- ~~ 1 CULVERT:---------------------------------------------• r---~ WOODS:------------------- ----- ~ I' ~ I' ~~'~' OR t-ems--ice,.-~,,+~C_~ TELEPHONE OR TELEGRAPH POLE: EXISTING: -e- PROPOSED: -O- TOWER POLE LINE:------------------ - -_" _'_" _' ~ -' _.' -' • -' ~- POWER POLE:-------------------------------------- EXISTING: ' b PROPOSED: b EASEMENT LINE:----------------------------------- - . ' 1; +~ ~~' ~1 MOWING LIMIT:----------------------- =------------• • ~ ~~_ _ GUARD RAIL:----------------------------------------- ~ r r .,_.. ~ SANITARY SEWER LINE:------------------------- -~' ss -•-~-~ ss WATER LINE:----------------------------------------- --~ 1---•~ I GAS LINE:--------------------------------------------- -. -~---- •--~--~a GAS .CHAIN LINK FENCE:------------------------------- proposed:-•-"- existing:'~'----u WOVEN WIRE FENCE:---------------------------- proposed:-' '~ existing: ~'-O REGENERATION:-----------------------------------• ._ ..~ ~~ REF RESTATION:---------------------------------- TEMPORARY SILT DITCH:----------------------- -TSD ---~ ---- TSD-------~- TEMPORARY SILT FENCE:----------------------• -III III -III -III------ TEMPORARY SLOPE DRAIN:-------------------- ~1 BRUSH BARRIER:-----------------------------------• =~c _C: s~`y-~z~r SILT CHECK DAM; TYPE A:------------------ _- 1 SILT CHECK DAM- TYPE 8:----------------------• (t~ SILT BAS I N- TY P E A-------------------------------- ,• SILT BAS I N -TYPE 8 : ----------------------------- ~»JI ROCK SILT CHECK DAM:------------------------- ~ D- ~~ EARTH BERM:----------- - -~ --` ~ -'- TEMP. STONE DITCH CHECK:------------~------ ~ - ~~-~