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Home My WebLink About19970484 Ver 1_Complete File_19970603State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director ?EHNR June 11, 1997 Jackson County DWQ Project # 970484 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. C. R. Styles P.O. Box 250 Bryson City, NC 28713 Dear Mr. Styles: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.01 acres of wetlands or waters for the purpose of paving SR 1105 at Jackson County, as you described in your application dated 22 May 1997. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3100. This certification allows you to use General Permit Number 031 when it is issued by the Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us and you may be required to send us a new application. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds (T 15A:04B .0024). If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. Pon / vkw- Howard, Jr. P.E. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DWQ Regional Office Mr. John Dorney Central Files 970484.1tr Division of Water Quality - Environmental Sciences Branch Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/100% post consumer paper SrATt y.r?A STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR Jackson County SR 1105 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson: DIVISION OF HIGHWAYS P. O. Box 250 Bryson City, NC 28713 May 22, 1997 'PO 21? v A The North Carolina Department of Transportation is proposing to grade, drain, base and pave primarily along the existing roadway of SR 1105, Silver Mine Road in Jackson County. In order to construct this project in accordance with our current secondary road standards and due to the replacement of three (3) pipe culverts and the extension of one (1) pipe culvert in several unnamed tributaries of Whitewater River (DEM Class C-Tr) we are requesting authorization under Section 404 of the Clean Water Act. I am sending a straight-line diagram with our proposed erosion control and construction limits at various sites along this project. In addition, a typical section of the road, drawings for the pipe extension and the pipe replacements in the unnamed tributaries of Whitewater River, general notes and standards on erosion control measures, and a marked County Map are enclosed. We propose to install the new culverts slightly below the existing streambed elevation where bedrock is not encountered to minimize impact to Wildlife habitat and allow the existing stream gradients to remain as unchanged as physically possible. 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 controls are being effectively controlled. If the planned devices are not functioning as intended, they will immediately be replaced with better devices. The silt fences and other erosion control devices will be in place prior to pipe construction and will remain in place until the project is stabilized. By copy of this letter I am asking Mr. Mark Davis, Habitat Cooridinator Western Mountain District, of the NCWRC to comment directly to you concerning the 404 Nationwide permit request. 970484 GARLAND B. GARRETT JR. SECRETARY /-401 188LEb R• J Mr. Bob Johnson Page 2 May 22, 1997 Also by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clear Water Act from Division of Environmental Management. In addition, I am asking Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard Phillips (DEHNR), to comment directly to me concerning this permit request. We would like to begin construction as soon as possible. If further information is required, please advise. Your early review and consideration will be appreciated. Yours truly, e- C -Z I -Ft C. R. Style . E. District Eng eer CRS:sd atta. cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR Mr. F. D. Martin, P. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. Eric Galamb, Water Quality Certification Unit, DEM Mr. Mark Davis, Habitat Cooridinator W. Mtn. Dist., NCWRC DEM ID: ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit #:): 03 JOINT FORM FOR Nationwide permits that required notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILMINGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P. O. Box 1890 Wilmington, NC 28402-1890 ATTN.: CESAW-CO-E Telephone (919) 252-4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF ENVIRONMENTAL, HEALTH AND NATURAL RESOURCES P. O. Box 29535 Raleigh, NC 27626-0535 ATTN: Mr. John Dorney Telephone (919)733-5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. Owners Name: North Carolina Department of Transportation 2. Owners Address: P. O. Box 250, Bryson City, NC 28713 3. Owners Phone Number (Home): (Work) (704) 488-2131 4. If applicable Agent's name or responsible corporate official, address, phone number: C. R. Styles, P. E., District Engineer 5. Location of work (MUST ATTACH MAP). County: Jackson Nearest Town or City: Cashiers Specific Location (Include road numbers, landmarks, etc): SR 1105 - Silver Mine Road 6. Name of Closest Stream/River: Whitewater River 7. River Basin: Savannah River Draina¢e Area 8. Is this project located in watershed classified a rou SA HQW, ORW, WSI, or WSII? Yes [X] No [ ] 9. Have any Section 404 permits been previously requested for use on this property? Yes [ ] No [ X] If yes, explain: 10. Estimate total number of acres of waters of the U.S., including wetlands, located on project site: 11. Number of acres of waters of the U. S., including wetlands, impacted by the proposed project. Filled: 0.01 Ac. Drained: Flooded: Excavated: Total Impacted: 0.01 Ac. 12. Description of proposed work (Attach PLANS-81/2" x 11" drawings only): To pave and widen SR 1105 to meet current North Carolina Department of Transportation standards. 13. Purpose of Proposed work: Same 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measure taken to minimize wetland impacts. See Attachments 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or Nation Marine Fisheries Service (NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES[ X J NO ( ] With Application RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the permit area which may be affected by the proposed project? Have you done so? YES[ ] NO [ X ] With Application 17 Additional information required by DEM: A. Wetland delineation map showing all wetlands, streams, and lakes on the property. 8. If available, representative photograph of wetlands to be impacted by project. C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line. D. If a stormwater management plan is required for this project, attach a copy. E. What is land use of surrounding property? Rural Woodland - Residential F. If applicable, what is proposed method of sewage disposal? IV 71 y. , 1 f, 1tEZ PISGAH .0 RI44, 0 11 Lin DOUBLA TOP 1723 0 'P 1111 MM I b ? 1 Sok G? 'F MR 17ff 1 p 1Z12 L N Y 781 l,: ,: ,yl) • HIU E '7 IYI ry 11IE ? ? nf' HZlL;rnk• T•dlaf•ON -1 ]BI Gdar CRH ` IE1 CEDAR CUFF WD ROCK !Z!4 .?"•,?.. . 1l!! a ? ? ? Y7 .? ?s?.t ?Y'?F Lin Lin 112E LAX !?ANASO GAP l.? CEDAR CUTS HReY 3,427 '+r CEDAR CLIFF LL .? LAKE U Wdf MouMain NATIONAL IJ1Z •,e7 t ?'Q¢ BEAR CREEK • . ?J F O R E S T ? • ACIn. ?° *":;' :??. K KNOB Waif CHERRY KNOB SELL CONEY Mm RUM. 4,793 0a". 4,400 ]EI ;OW04S GAP iK! NO KNOB 4: 1'o EfryMO--. y>1 FlEV Tn ? 4?7 .1,600 ? C6l ??I a AS ?O? 1. Cmrl c1 t?'yP' '. TURKEY ? ?• •r `• `9 117E ` KNOB yl('jlaa:,. FOREST !I} llEi 1i a? PLOT MT . 2 fm 5 10, .? L1u L? cow lIER 1.8 107 Ilfo u0 Rw0• le " O°"b sP' MCKASEGEE °i' IKNA OCK MM4? ?g •• C FALLS ELEV. 4,300 G 11E7 ?? ` . llit 1!]L •? 1409 0 B M1' J1Et LIU ,?ry JIM 8? ? O F '~•v 1 B ' ! 7 v LIEt o +y LAUREL KNOB c` OI' R I D G E t? Cal ?"i' ILlf 1171 7, / ELEV. 4.500 1111 .e TNORPE URIE HOGBACK MM I 1111 ERVOI ® L 16 1L>Q 'rlj TOKAWAY 4OWSRR EEV, U]t A 1114 1131 M`TK 3.497 J Q ep 11 1 . 3 a 1111 ?.r LAKE FAIRFIELD LLlE LllE f? aEV. 7,140 1.7 d4 Al P(? t.9 ?•4 '? TO SRH'ARD 111E 7 LL?R 9O a L113 Yellow Mln '0 5 U31 ?S O 1111 a JJ!! PAS " 11.1E , SUCK CREEK J CC ROC( 1L1 E/ C GAP y MM 7,6 1111 107 LI1Z SAPPNlR q,?\- ],S ,e •s / \ _YELLOW MTK 1.0 LAKE RUN. ],101 1 • ?..' 4;•?\ IMNEY TOP MTN. C)400 '•e??. 3,143 .I C EEV. 41675 ?(f• Ila GSMIEt3 `C •` _ 7.6 '\'?.:• b?. 777 „?•,!O ra^"'.-- ? i ? cowTNOUSe c ? • Dms .?R1?L ? 117E ILRl/ 5'f Cb ag?. 4 coGwAl: ^/ - WNrtESDE MTK Y• 35.0" EE/. 4,930 1P ? ?? j • I 6 WHITEWATER • J Ilv ?Td•?P f? FALLS r im -I= 10 m2.. ?. W? 11R! MT MM 4? G• 11`.;t•7'* "'1?' LLEt< TIRRAPWM0M ? ELEV. 7,931 ]ELI 'P. ?'t,. A,i 'r!;?a •o A EE/. 4,31 107 "'^?• o",w,?? MWIIANDS L? 1' o T ROyUND Mm :..I.. •. =MF: %{;':?% Tr I= - LLK 26 POP. 673 11{!:Q MACON CO. 633 [JACKSON co. o, c ll>u 1193 R7,. T ; '?%=? 4 f 1111II ? P 1161 tkl?')i° 11 "AU o /?? IIEB -0 c, FT<.` iI 11 i?":' ,P P KEY TO COUNTY ROAD NUMBERS 69-1105 AM NUMYtl mi. I= ^ ?1 `:,.'???? ?41 (• ?A c K5 DA ?? lri+i t NOTE, MAP INCIUI r OR IMPORT da MILEAGE N O "= J ROADS SHE b'^yIS4an,RM G O c Co SOMEONE! 5 1 16Ve? ?/1 •? ?'?(" .aCMj0 R1 SI?i. nor a 0P' t - ?u \ ??„? \? C ILI, Hig i4 Hampt? SY ? l cc_ 8 SN 407 Golf u e I 3431` 3400 10 , r 11 ?_ 11 \ ?1 0 / /?• ?/ ? ,:?? ,-_' ? / ? / L _• ?? iii 3468 4 ?? - O I, I errapi_n? ? ? ? " ,'?Y• Jl? -- ?/ rp? ?- - ?? 14 5 _4' /_/ 105 ?1 1? /!°,/ /J • / ?' 483 ?\ cl Ja z 3205 'V N a Iw) EROSION CONTROL DETAILS AND SPECIFICATIONS 245.03 245.05 893.01 890.05 245.01 245.02 892.04 895.10 892.01 892.02 897.01 897.02 894.01 245.04 896.01 896.02 896.03 Temporary Silt Ditch .............................. Tso Temporary Diversion ............................. To ce Silt F i - ...................... - en Temporary H HF Temporary Slope Drain with Earth Berm ?-- ?-- .......... Silt Basin Type A ................................. -} Silt Basin Type B .................................. ......... Temporary Rock Silt Check Type-A ....... ... y Temporary Rock Silt Check Type-B ............ Temporary Rock Sediment Dam Type-A ............ Temporary Rock Sediment Dam Type-B ... Rock Pipe Inlet Protection Type-A u Rock Pipe Inlet Protection Type-B ........ .... Rock Silt Screen ................................... .......... A Stilling Basin ........................................ F= .. LEJ Rnc;k Inlet Protection: OR -• A Type A ............................... A ? .. Type 8 ............................... BE 1] .. OR •• B Type C ............................... C r1711 --OR --C) 12 March, 1992 TEMPORARY SILT FENCE: A temporary silt fence is commonly used at the toe of a fill section to prevent off- site sedimentation. It is made of permeable filter fabric buried at the bottom, stretched and supported by steel posts. The silt fence reduces the water flow while retaining the sediment. They may also be used to divert water flow to protected outlets. Silt fences need to be checked after each significant rainfall to ensure there effectiveness. They must be maintained on a regular basis. Silt fences shall Mt be installed across streams, ditches, or waterways. AREAS Of USE: • At toe of fill sections where sediment runoff can be stored and contained inside the project limits. DESIGN CRITERIA: Material With Wire_ Without Wire Fabric Type 3 Class A Type 3 Class B Steel posts length 5 ft 5 ft. Post spacing 10 ft. 6 ft. maximum 17 March, 1992 ms zs f+? < w F a V 3x D , Z >e?lz d m w? O:s G < C 0 z? dz_ m5 F iw ?v Od F C7 F mo Om z as os F VI III ` m w zo wx ? ? 7 ,6 CL V d Z d ? ? F - _ = w Z Cv 1 j CC Cs7 ?m Zd o mw -? d? a-3FZO? = f Z>N mdow'?'? ZWU3 Cr) ?.. ?E z dzc,7 -?E p 3 ,, c ad3 fn 0 d d O C.] Um USZZ='- m Ln L 7 W E„ s MOW m; F dam d?d paCa7 m 56 z U3 a. 2 w Zp dF N=Z Z-w° Cn WG?]ZELa7: ZE Cy]FCA V) to W Ca = C4 cO V -? CO F- U3 F C7 V 1-3: U. .C C- In W- In z Z -OCA OG.G 2d LLJ U 77 W it Ca Cl: z1 d. 1 I J ? z^ =Z 0 Fz= O ?;- ZZ? w r_OC ? ? F 77 Q II ? ci O >11 ul 18 March, 1992 ARr Iftwo J C:I O m Q N 7- 8,7A.4", = i ONx?; ??? ? IIIII ? II IIII ,• 1 y? 1111.]1 1) • IIIII _ ,•?,,?Y?1?'• •s a Hill hn .o .t $ = III III IIIII =1 1= ~ ?f. ?1•,1 ,? II I I II ? C ''" 1 III I i ? ¢ ?,? '`? IIII m _z III II J oo Z Jy. J J N L?C- ??1•,?1 r W _ qJ yyl c ;;,, I II I I Hill cr- W> •??'?-;r? IIIII ' - ¢ F? '? •,? IIIII Z F ' ?•' ?`?`' 1111111= ? ="" ?= ? IIII 'WA VWA IIIII N PIN •?;;x,?,?,; IIIII ;IIIII 1 J,' ?ll• 11r 0 - ;+;L I a IIIII Z. a ,1;; :;. ?•, ay ? ? - ? III I II ' a ?;;?;•?, a IIIII =_ z c. • 8• cf E el a II zl 4 24 March,1992 ROCK PIPE INLET PROTECTION TYPE-A: e a $ %dr A rock pipe inlet protection type-A is a horseshoe shaped structure with a built-in sediment storage area around the outside perimeter of the structure. The type-A rock pipe inlet protection shall be used at pipe inlets no larger than 36 inches in diameter where it is receiving flow from several directions. The type-A rock pipe inlet protection utilizes class-B stone lined with #5 or #57 stone to protect drainage pipe structures by trapping sediment before it enters. They have a sediment storage pit which is designed by the same procedures as a silt basin. AREAS OF USE: • At inlets to pipes no larger than 36 inches in diameter where it receives flow from several directions. • In areas where it can be cleaned and maintained on a regular basis. DESIGN CRITERIA: • Structural stone - class-B stone • Sediment control stone - #5 or #57 stone • Sediment storage area - 1800 cubic ft./acre • Dam height - 3 ft. minimum 33 March, 1992 w D O 0. C7 Q ? X O = ww 2 1•,?? tL ,_ 1 . a. _ • 1 ia' ? LL w .\ 1 a 1 iO I r i '1 I 1 I > 1 I Z I w $ ' O 1 1 ?J x Z 2 E- d Z (nD(-•Lu0 Fm ad, w m U7 F :[ Z Z< a U a O Z m < Im fn G] O w O 4' fal CO tL' m F N w Cn [,. FZt+.0. F0.72 t?.7 V .j (- ?p?2UpZ?OCL= e d Z < U O VI E. O mw a m a. = z v z Z o w m vFi o .? w z F-rf) w W ZFw V) mvn 6m aNO?m eE..n.a?F3i E-vi eZZZm <OmV ZCUSw o wxooo rF-.oaco UF.? Z MmUFU menC..O.U <OF Q J n r N Q r ? Z r z N 0 U a r W N ? J r Z O in Z w s 0 w w Z O O N N N w w V O tr ? O O r r N N O r O z O 2 s LL. w z N V) Q W CL F- O U W 0 z. CL Ca LLI y=Z Z E-• ? CL r:> ?O `-L E- U v Q Z OI 1 Cn 34 y7l O z? FI v? March, 1992 ' ROCK SILT SCREEN: A rock silt screen is a low-level dam structure to be used in streams below culvert sites. Rock silt screens shall be used to trap sediment transported by running water and shall be placed in the stream below the construction site within the right-of- way or easement boundary. The rock silt screen utilizes class B stone lined with #5 or #57 stone to produce a ripple-effect in the stream to settle the larger sediment particles transported in the stream from the construction site. The trapped sediment shall be cleaned out before the device is removed from the stream. AREAS OF USE: • In live streams below construction sites where construction occurs in or adjacent to the stream • In live streams below a culvert construction site. • Where it can be cleaned before it is removed from stream. DESIGN CRITERIA: • Structural stone - class B stone • Sediment control stone - # 5 or # 57 stone • Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than 1 ft. above normal flow of stream) 37 March, 1992 W Kn LL? RI O I W? 2 W N ? W O aNa ~ m f . 1 k7 Z C Wm Z GZFF d c ca z F?CSd.OW mEmO (n Z E- J p d d o Z V- o m Z V): mUy. G m d? C.7 J ppmpmCa aa3E=W =CL ,C V W C..O m F O JZ: E-U? JmCNCFtpi. O0ZUZC.7wo0 apddz UOEn FpOOZ E Cs7 Ca7E-p m?G7ZF?rnaCs1> CX3 UZJmUE..: ?md y-3 mm 0 -4 ?EO.CL' Ja? V)?JC.76??>CJ dy C+7 E.. VI E- J E.. V) C? ,.] Z U E•- d J E-- V7 ZdZZdCndpm_ Z7.4 CL O CilaZ00"? xF0?=0 mC' Z mUV7UE•-V V)V1C..CLU V) - N v ? Q Y T erm Z W W Z > W Z 0 U t J Z Y T i-i u F.. -? = - o O p ZZ rrLOC o; C rr FQ Ir X Q = 7- Q z - - E 2 ? ~ U I n vJ Z ./ N iv x, 1 ? N V) N ^ L U al O to ZI t ? CL ¢ U-1 n i ? I ? a E ? i z z: r W ,. O. a L 7 38 March,1992 :7py.kaan CO. ti ROAD NAME Si S.R. 114?5_ W.0 / FROM /07 60' 7o X12; ADD ITION IMPROVEMENT TO BE PAVED P. POLES TO BE MOVED T. POLES TO BE MOVED R ZW WIDTH SCALE 1M 1" = 50, 3' EROSION CONTROL DETAILS AND. SPECIFICATIONS Std_ # Description Svmnho,l 245.03 Temporary Silt Ditch ........... 245.05 Temporary Diversion ............ T=D . ................. TD 893.01 Temporary Silt Fence 890.05 Temporary Slope Drain with Earth Berm _ «- +- 245.01 Silt Basin Type A -.. 245.02 Silt Basin Type B 892.04 Temporary Rock Silt Check Type-A 895.10 "-'"""' Temporary Rock Silt Check Type-13 892.01 Temporary Rock Sediment Dam Type-A ............ 892.02 Temporary Rock Sediment Dam 'Type-B, .. 897.01 Rock Pipe Inlet Protection Type- ' A „_ 897.02 Rock Pipe Inlet Protection Type-B u 894.01 Rock Silt Screen 245.04 Stilling Basin Rock Inlet Protection: 896.01 Type A . .......................... ...... A l.?J .. OR •- A 896.02 Type B ...... ......... ........ ....... B MEIOR -' B 896.03 Type C ..................................... . . C - OR C)) ? 12 I March, 1992 F ?tTi F.. • ;? cam', , a.'•+~ • ?,!;ll.;virr?!'??" • Railroad ..:: .:...................... - . ......... ..:. A . ;!..Control of Access Line.*. Slope Stalce Dine .................... +='.Bridge':s:..• •. :??.:...'.':.'.:...'......... ,• , Teleph'O' [ W or,`I'ele,rrtiph Pole ......... i1:xla' -o- ?1, o1 ••o- I Tower Pole and Line..... ' ......... , .. -r -? 't• d ?r?IC?t? .6 •?? Power Pole .: .................... 1t:Nts ..... .. • E, asenwn' Line..:,::....' :..........:.. r Guard Rail ' ? '. ?• ?` T J ................. Sa?nI. tary, Sewer-Line Water Line ..'.''.... ' ..............---=-; 1= F--- Gas Ling .'. .'; •...~.:.'•.•:..• .......:...:. CAS •-o--- 1 ItUI USI:U. t:XIS'l'I?G Chair Lint.- Fence-*.... • • • ....... • .. -? -?- -g--C7- Woven Wire Fence :.. t ....; .......... -??-???- v_- Rl'76nuraciotl••••••.••0006'6••4I •••• ••?, Reforestation Tenil)oc•tiry Silt Ditch :............. •t'sn Te m p o r a ry Silt i" e ii c: a .• ..............: --?h- --11 i------1 I ?- ' Tenipoc•sc?y.Slope?•DI•ililt' .:...•....;....... • • n SUt Check Dam 7y-])e A...: Slit Checlc Darn 1)rpe•II ..:............ Silt Basin 'I?•pe A' ...:.:..•.?.:?......?.:..' --+'• • Silt Basiri Type B ?.'.:....'•?• • :'.. • • • . • ' Roclc Silt Clceclc Dam.... .........:.... a?'• - ? ' Temp.' Slone Dilch Check _ , ... . •.. ;f IM7 TEMP STONE DITCH CHECK RICA SILT CHECK DAM SILT BASIN - B TEMP SLOPE DRAIN TEMP SILT DITCH -TSD EARTH EMBAN I NT --3 --> - SILT FENCE -!11 -111 !!1 FIBERGLASS ROVING <.- FGA RI F RAF s89i' _;.._.... --- TJf_'S'/GN /•-D2 -S/L ;'- S/A? T 1U?5'E•?if?.?Lx'F//LL ??y?c,??v EVERY STO.?i» E-I/?cti?" /s'N-U L;LE,s??V6.U 4,41 I ,ve r Td s GA Z E • .t%/..7 • I./.7 S'/?V - / 1?,??GT?f/ a/ l.??s1 ?/,PB/?v /?RFA s/? 21 .; /!. ; ZOO - .T.v-t: N- ;_, I. Xycrv of VlsrlhTI3Ey AfE11 FV 3 F70 , k R SPOIS, V/ ON USE ONLY 3 ' (S. B, ?_ l? (S.13.28) Ld:vrr/? v,? v?rr?,eeEV /1RE/l 3eo LE'.vGr:?' a? ???srae'Bp AR&".Q ybo? *oo 5 fpo I I I r ad t I I p leo f?, /,%,9 ?v h f/A. 22 Z D 9 0 ' /a to o /o? oo I L I C P LIM 3 ad i I 1 . ?toa - i too 0 /23 vy - ?9ss eggs; y S C, 2 9 6? v 0 O /S?vo I . I,. ?I . ?C I ?- /oioo ( - I 4'i --o? I . I /O boo ?.J ti °Ja4 00 v, Ile O le /7?¢0 c%r/eS ?iSha? asp c,ossw??? ??, O C P7 ??qn7 ? ?Gbrfl ? .z 4// PO, 137vy '?17 c g5hier5, /t/, ?, o? ? 7/ 7 ?ofoo I I y I I I /SEGO I I I /5 fGo cih ? ? ? lcJ.'?l, s I-IF /12 ,17-1 cl-<6 -717 O S+oo S boa C 7P ? , '29,4 '4 15. _ I 7' -7 s C'v?G ow hey %(/, ?, 28 7,?'3 /?obi5oK7 5-f Ord O I I , I I s7 Gl/,?!_/•J 0 r. ? ? f Op /O /F- J ii cr'?-lc)d ? - 3000 I Z1 1 I O r/If-P 9S?S S Slog l'?l a61so 4 , I ?S/00 I j 25-100 ?rrl?5 / G<J, ??i O a r Ae'l 9°v /vl/ iz cr-I 3z>(jo 3,s i o0 4 I,-b / By 0( lfly)Oo 7?- ._'x_? ?oc7 I ?r91 ov 11 117e o? ?'z leiC 307/ CI? CJrc? o 97y zv I /6 /le- - ? ?a 0 1 1 f °O /s a - .39fod I i 37-1 z o T I ? z? . i ? Girr cS ? GU ? ll, s b 1. ?# i I 13S?o 0 9? ?sv I 1 a i t I G`D 12 Gr`I k'rC /S INo ???y6zi37 POLE DATA PlPN 61-x.3447 PROJECT S,/drr ?__S jlos_--- COUNTY ?------------- Sheet ----------of----• )WNER OF POLE LINE ___1-17- 1_1 ?! /TATION POLE DIET. 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