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HomeMy WebLinkAbout19990646 Ver 1_Complete File_19990618 d m O ?? n z 4 O n O Q. o c in a cn ? (A 90 M c? O CD .. x .. n ,... r ifl io r-r 0 rA - V 0 ? N n W N 4 O State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director 1LTTW'J NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES June 28, 1999 Swain County DWQ Project # 990646 APPROVAL of 401 Water Quality Certification C. R. Styles NC DOT PO Box 250 Bryson City, NC 28713 Dear Mr. Styles: You have our approval, in accordance with the attached conditions, for the purpose of widening SR 1133, as you described in your application dated June 18, 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3103. This Certification allows you to use National Permit. Number 14 when the Corps of Engineers issues it. 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. Also 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. If you change your project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. 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). For this approval to be valid, you must follow the conditions listed in the attached certification. This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. 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. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DWQ Regional Office Mr. John Domey Central Files Division of Water Quality • Sin ely, e .Stevens 990646.Itr 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 9 50% recycled/10% post consumer paper A A --t STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR June 10, 1999 Swain County SR 1133 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 DAVID MCCOY ACTING SECRETARY pAVM??1? Dear Mr. Johnson: The North Carolina Department of Transportation is proposing to grade, drain, base and pave primarily along the existing roadway of SR 1133, Brush Creek Road in Swain County. In order to construct this project in accordance with our current secondary road standards and due to the replacement and extention of one (1) pipe culvert in Gibby Branch (DEM Class C) and the replacement and/or extension of one (3) pipe culverts in three unnamed tributaries of Brush Creek (DEM Class C), 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 replacement/extensions in Gibby Branch and in the unnamed tributaries of Brush Creek, 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 stream bed elevation where bedrock is not encountered to minimize impact to Wildlife habitat and allow the existing stream gradient 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. P.O. Box 250, Bryson City, NC 28713 Phone (828) 488-2131 + w ? Mr. Bob Johnson Page 2 June 10, 1999 By copy of this letter I am asking Mr. Mark Davis, Habitat Coordinator Western Mountain District, of the NCWRC to comment directly to you concerning the 404 Nationwide permit request. Also by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clear Water Act from Division of Water Quality. In addition, I am asking Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard Phillips (DENR), 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 C. Style P. E. CRS:sd atta. cc: Mr. Richard Phillips, P. E., Regional Engineer DENR Mr. F. D. Martin, P. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. John Dorney, Division of Water Quality, DENR Mr. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC P.O. Box 250, Bryson City, NC 28713 Phone (828) 488-2131 DWQ ID: CORPS ACTION ID: NATIONWIDE PERNUT1REQUESTED (PROVIDENATIONWIDE•PERMIT;#)` PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT- 1. OWNER'S NAME: NC DOT - District Engineer: C. R. Styles, P.E. 2. MAILING ADDRESS: P.O. Drawer 250 SUBDIVISION NAME: N/A CITY: Bryson City STATE: NC ZIP CODE: 28713 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): 3. TELEPHONE NUMBER: (HOME) (WORK) (828) 488-2131 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Same as above # 1 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: S (/JA/&/ NEAREST TOWN OR CITY: _ ,E%-e?,5oA) CtTy SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) SrC 1I-33, LS EVS-8 CeCC& P_ O&/n/ t,JAJPJ C21VA17Y'.. 6. IMPACTED OR NEAREST STREAM/RIVER: 6/88 69E (1-AscA AND ..N.X -1?1$ tAM?16? To SRv-,!•1 CRCE1-- lemc_c'z'cst RIVER BASIN: _L l?TLS" 7EAIal.?s- <?? ,?'??,. , 'Acsw (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION:, PLACEMEN"I' OF PEE IN CHANNEL: CJ L!•.L CHANNEL EXCAVATION: CONSTRUCTION OF A DAMNLOODING: _ OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? N/A - WHAT IS THE EXPECTED POND SURFACE AREA? N/A 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS: 8 ''/2" BY 11" DRAWINGS ONLY): To widen and pave SR 1133 to meet current NCDOT Standards by use of track hoes, bulldozers, duap trucks, back hoes, manual labor, etc. 13. PURPOSE OF PROPOSED WORK: Same as above i n # 12 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) To gain the needed width to build SR 1/93 to NCDOT Standards. A11'Channel changes will be constructed in the drvRip rap will only be used for bank stabilization. Alders, Red Maples, Black W In Willows. Sy-q res s etc. will be re-established on the banks. All pipe replacanents will be placed slightly below the existing strembed gradient so natural 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF 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. DATE CONTACTED: Handled b 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. DATE CONTACTED: Handled by Corps. 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC (STATE) LAND? YESg NO ? (IF NO, GO TO 18) ANDREWS BALD ? O JP.iL. 0? 1°? C1eyK ELEV.S.860 //33,y RUSH CJ?CE-1< rN G O -- Ik. wA1A) Ca _ 1 G O 1 For J o- BEARWALLOW KNOB C- FLEW 4,054 'L+ O y ;1r ??- 2 yC ? r < oy ? a HIGH ROCKS JO O u (Tranth ELEV. 5,190 u e°. ._--? V 1 s Z ? l 1755 F? p? O ?F o c? e° J 1? o J : usa c,, ? y ?? dl V 4 I17J 1755 CC oa Rd y0\0 I+tv 'D 1 0 ?.. 1731 1353 ^ v Cor '.: .? Bit, • 1 •f ? 11?//1331 '336 v 1313 net A 5 nttn 1354 ? 1 El. S?LIFF' 7? 11 1337 ,339 _ 19 .Ki • °. as - j\ 1311 ISM ^ '1 e na BRYSC I r CITY `J . • 1 2 r 1327 ? ..': POP. 1.556 r fAP - Whinier I (? ? EVANS ' . B ? ?? 5 t? Q• B ?t ?? ? KNOB 1317 L' nt l _ J 1317 1777 ? o`? 4F' , 74 OS ?- ELEV 1.481 It. ,JII >r - i le ?.. CHEROKEE V \\ nu _ „ 19 ?n Iillnn (, ? J 1 ua N A N. T A I? A LnnA 5 ; : . . .•? _-- L ' ' Z ! ? / uov ?i J ACkS nts=l U l J , V ? ? ? n n } ' [ -_- INDIAN ...I let ll 1&?11. POTATO HILL ^JO'4 ''? / 1134 lea tC,o. d. ( /? ulo ELEV. 3,306 1 .2 131p •?. .a a diet 5 1 nn 1303 / b 1307 T X65 ? 1 fi tfi-z `d 1514 a 1 ? Pp I., .J lat 117\4 o 3 1511 1372 na. I a _ u 1 1-151 S .1516 1137 't ",'Y I]OV o •J ` ? n 1130 1179 ? } n D.. T 1?ae U, nr o ?uo6_ 131/ I RESERVATION , TO FONTANA VILLAGE L 'S tl11?9 f 1174 t 28 191 f 1110 , y ROUND Alarka ?. .6 1 - ' Ramav.ab OIH TOP J. 10.0J .0 1114 MOG __1304 1H ? ._.. / 1 es - Nr RATTLESNAKE 't ; 1 ?LF 1 1705 11 794 b 1117 CLIFF .? 117- A 1 J 1503 ? '? 1 i' y N 4 1124 9 l .B •B M1 74 .to-do , .., 114 J 1301 28 7, tlf! I: n ¢ N A T I O W N A L fl ?? Almonds 1123 .Lf a '3 1 , 1119 ?1 ' .' 1127 1113 a '?a 1111 , BARKER . 1201 r 2 it /o - BUTTE % 5.1 1121 1113 ,r?.? 'J 1175 M 11.1 a 1128 a •B " Alarka 1139 OG 11/0 TYRE TOP 144, \. 5 Iit7 11?? .e 28 11M Alarka ti / 4 2 1116 \ - 1I $. 1137 T r, i h '<t• 7 'J •J 1114 HOGBACK Ily ' .8 .? S !a v 1179 1. Y GAP •/ ? 2 ills /4.7 I S / - 3 J 1117 D r5 1117 1112 1171 1136 -1199 - 1. 19 F 11E.S KNOB ''• L13s_ u.o rt•4 ?jp%IJAZ 1100 }Q•` R/VER 74 ` S E.< T LEATHERMAN GAP 70.1 h=?? S1 •0 1110 F O R E S Fdo esser-tUl ,'s ` nn ?.. ELEV. 4.700 .7 1112 1130 MICA 107 I t /?. ,,// --t• n71 RAVEN tt• 1107 "r !? 7. - ; •i' KNOB SHEPHERD 1110 BALD X103. .? 1101 j Needmore . 112 I ,1ol < _// .? 1177 . .. Ilt t PEAKS BALD y _ ' J r ? Dreek `? ,J 'I < r t1tp. t 1 ., j a S ' IIQS r J nl< 19 -- j N 19, `, O° Z S !? ^? < NNACLE KNOB m 1.1 m < I 1? y?+f? Z I ? U 1101 1105 /? '•f •J UFO DEMART O BALD NNE GAP ?_-- 2V 1e C O N ofo0 A M &C-61,4 Pz O `J , q KEY TO COI. Q ? 2S ;.?-?e I (? ,(? \/ 1 , ,•,\ : ? ! t. SI lark -- ICl?2?1?\\\yi I•'I?? ,1`1RV\I{`??(l )?_f,11'}'t\f d? af?2?3\ , •a U. , ?e 1 )?) r1Jf '\.)1?t' \ ! . ry0 I ,// ar. _` Bozver ?\ 9p ? j!' t? ? (r 1\?Y t ` _ '' 7 S ; \? 1? I??? •? ? ?? ? .? ! fi60 /f - . 1t !t(. (= X00 b 0'N, ? l 1 ??J; `, ` ? S .:v`:? I r ?J\?` - ? ?S ? 1r1?? ~ ? ( Iti (r ?//- S \:? ) r• l,?,?; R,? i ?/ \ ?•, ? 24c \I''?_ I> ? 1l v ?i.? -' J ? ?? ?400 .i ? ?? t\ l ? \ '?? ? 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'- 1(I S?J r ??b?i ...Il• _ .I!`? ?. _ __ , ?r? ,lr} !I! `goo ?\\ ? J , "ili'? ? .?o •/ (- ? ? `- , ?J 1 ? ? ? ? t,, I ,\ /\/ t??)I+,t./ f)b. / /'r?Jl10/?// ?-' ? ??j;1I''?\\\ 1 `,1 r/!/I7 ,r , ,(I 1•' t, l' , III,. ??III? 1? I ? ??} !!/? /! (`.(i /'1 111 )t,? ll I? `?? -r ? 1 \. ? ??•--1 , .?11 I?I???"-'?? 1? r/ 2°? / Jf r `=/ .'J r) ,\ .'J1\ ?r',./ ?! '.:, t \I .; I?-__- n L? t '' ;,? 111 `, JJ ?,??;=-`??t' ?-'I ?IS'? r ??< «< (`?`? ,L-?? =?J ?4 1.=;_ - , '; ?i ? ,;', )11 J d ?• •I'` r, I ? : , t , q ?• r ?i\\+? t i ?y? ?, ?f! l? .t ??-Gr .? G'o? s( ?)} ? !'ll r ,, ./ ( , 1 1? I I' ? ?.. nd r) I rC) I. t;' Sr 3400 /; 1 \ ,i ; 1 ,'+c \\' `- n'i>??i/?i',..OOi?•?// ((i') ? ???..'?l / __??? 11 ?r ?'1' ?\ ..??r i( _ ?( ', 1, ''i ? 1 i J -?s= T?Iy \ tl) ill \` t.)*` -- it _- ry ?•\?.??\`JJC'??y°?' Z_ 2 As Alt '?l( ?.`_ ??? u?•?J?f .;_t? ?? ??_'yl\ ??\?a ??=??1?_`-? f ? ,J? ? /// ??!!l) l)1J `, 1 "' -_ ?\f??ajl^ ? JIJ??1. ? l,< q)ol e ? ?L'?BQo ?? ? ? I?' /r`t,_d???;! / ? ? ??oo _ l??- ,l _ 't?i\ 1???- rl? `?? ,)l\ t-\?il ri)?\ :\` , II? ?? }r. `??•?'\ \?---\'?? ?? SQO ?,?,;>\, \\` 7t`. ?:` -?,O,fiCI '/ ?- ? , ? Int. /?'I'?;, ?_ '?,? ?, ??,I `, , tl'?-_-'c"' ?a?'/i//, v `_.__ \??r ?'vr ?.i?? 1. ?\- ? \` ? ? 6: r? , ?.) i t' i \ , \ 1 t t i ( / j?• t?' ll ?I,i \ / `Iv \ r Z ?t\ ?' 3060 ?jJ? .? ?\ ( l?' , S? / \ 1 ?N,? LAK CEM `• ? ?// 1 ??---\??,-_? / JJJi; )) r ?eon J ? - ? ,!I l Sr, , '„? , ; ?r '(t , ,,,, . SILT BASIN' - B TEMP SLOPE DRAIN TEMP SILT' DITCH EARTH EMBANKMENT SILT FENCE FIBERGLASS ROVING RI P RAP T - TSD «=- FGR- TEMPORARY SILT FENCE: oal used at she toe of a fill section to prevent off A tempor?Y silt fence is _comm y dimentation.=it is made of permeable filter fab??c db!?fl d W Wile the Ovate-tfl site se stretched and supported by steel posts. The silt en ent.The divert water flowi oop ensure there retaining the sedim Y may also be used to raial outlets. Silt fences need to be checked after each 1 ?ianSilt fences shall not be effectiveness. They must mainoaiWa er on. a reg installed across streams, AREAS OF USE: sediment runoff can be stored and contained f fill sections where o At toe inside the project limits. DESIGN CRITERIA= Material Fabric Steel posts length post spacing With_ W_ Type 3 Class A 5 ft 10 ft. Without Wi re Type 3 Class B 5 ft. 6 ft. maximum 17 March, 1992 I a o - i z:m f.CD 1 ? UU II I m x L LJ ???_ - wW z L --------- L!J o O Er LL- -----z.- oE- a W W m _.a E- 04 F---? 00 Q W U ??- 2 0 m _j 3? E- c7 a m ?i ? ?- O ? W ca W ii °? 7-77 U -ZD CL i; 0 .4 ca w ¢ -3 -3 G m ?Z`r rn W i ¢ CT.1 F- `= ? :2 co - m I ca o W Z Er- -- '- C2>- ?yw z¢ ¢ T' _ ? Ct: _ Cz7 n? G 3 ¢a? ?¢E- ac:.czi ? G a oo z m W cn w a. c? ' nm CGaE- tm m ` v?iW Qa? mozw ? oV W zpG ¢En Z E ?F?C7z-WU3.J O Qi EOp V)WG_.3ZWE^W (n C.3 CO E- t4 Er- E G m O fs. C.. cn C N W Z z z -ow Ots p =¢ ?. (n ¢i c E- U1 . m ?c 3 18 March,1992 SILT BASIN TYPE-B: A- silt=basin type-B. is a temporary. basin built to collect.-sediment flowing through-z. drainage -way. The-silt basin is built at the base of-the ditch with its length being at "east 2 times the width of the basin. !"he type-B silt basin is generally built in conjunction with temporary rock silt checks and other devices that control or slow down water flow. This device must be monitored closely and cleaned out on a regular basis until grass is established along the ditch line and sedimentation is no longer a problem. AREAS OF USE: • In conjunction with temporary rock silt checks and other devices used in drainage ditches. DESIGN CRITERIA: • Width - variable • Length - 2 times width • Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D) 23 March, 1992 pIN ?1m C IU) r{N a) t- \r t)\(??\?)))t W III! It W I y t t? 'r .1 ?t\? [ 1 ? ? VIII m , t .? t. tt)'1?;at _ ?').`)Z').t)Md ? II11? ? A ~ `` , ,II III Z t rt)t. r ar ) II I I l. II I T ON J??S` i ! I O A z m Z ? II'I ZZ a"i ?yt`i Za J N - W J .(; LO _ ") ,ar I 1 W C 3 - LP 1 j - ; I 0 ?•- ?4 \. L?= N !NA ,err 'WA $ t $ r - : x ` \a)1 ? - = C cc co E ul 'C Z' 24 March,1992 ROCK PIPE INLET PROTECTION TYPE-A: °$ - 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 structr:.=e. The sin rock pipe inlet protection shall be used at pipe inlets no larger than 3 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 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 Q i W CL ¢ w W G F a z z E- _ E_ W Z 0 Q= Z >- Q E- Cl. 0 E- C1. W .. m z a w??° w U ? o O W O a W m C? a J E.Z., ? W Gam] C:. E-ZC:.a. E-O 1 ZJ Z U o O C F GO- p 'n a O Z Z Q W = O w 4?aZ ?UOVi E°-OZW?w = Co n. = Z c, Z Z c z a vFi ° .a W Z F cn ca E- O W W Z F W fi] CD in a m Q cn O` CLt d E- d. 00 Z F 3 Z ..3=: OCp.7 W 6 W wU3CL W E- E- W -3 Z U E- _ W W E-? azzzrn 6p -.ZGU+. O W=000 E-O?O UE--" Z M Cn U F- U fn En W CL U Q O E- Z?m . G- ° J Q 30n Q - x ? LL z ?.?. w W Z ? i a a a }- -al i ? w ? c0 ~ 'w O i 2 z ? F- o U n Q W Q O z Z C ? L c.? Q Z ?1 J Z O CL N ?--? W _z co Z z U -? o w b.- cc•_ o n - E- in in c? Y .?.,? U r e L _ O n cr- C w Z y ,a.1 N rl4 Q w Q w O cr- c t- a.J O. CJ) ° c Z O J _ z z: = a w . O`fiQ F:D- - .3 .:w ti 34 March,1992 ROCK SILT SCREEN: 3 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 l s 3 a N O CL W O N m m O O .? W W CF_ ?Z Z _ Z d a d r: Z LO <= y = r 0 Cs1C d d Wcn ZT:J O? Z? GU C O C W .LL d pCEm OC W C? M Crl CO W Gs.CL? ZC 6Z CL C V1 C E- t0s. O `n ^. ? O Z C y Z dCddZ UOm ,O O CCU-3 CLCC.3. E. Z W E- ZCs] FCs]CT]E-pm?wZQ=M E.W Mc]? ?m zooC<cn ?mdFCL.-3 m CE L??C: ?pWG1dWCX?d.. Ctl r E? W ?• U F d -3 E- E- Z d d C-ZidW CJ 6. C:7 =4 0 - 0 C40 a 00 1m Z C7UMUE-9 C7mC'-CL U m -C 38 i Y m LL aO O W Z ? cD Z Q LL S W r N L C Z_ I ? ' ¢ U • L^ 2L 'JJv / e W N NI V 0 u W Z O c. z z III w CI- I U ? z;rl 0.? N? VZ V ? Oz z _0= OJ => Q . z rC, V J i ' 1O ? F cr i : C . Z ? =; 3 O Z E. ?m March,1992 i a .` W r n ?'GJ,4 ,? Co. ROAD NAME L3gce Li S_R W.0. G 9tZo?/ FROM S P- / z 9000 To -? G-`.¢o? E.?c? . ADD ITION IMPROVEMENT TO BE PAVED P POLES TO BE MOVED T_ POLES TO 8E MOVED ,Z R /W WIDTH SCALE 1" 50' Nsl• I' Railroad ......................... •• C _ Control of Access Line.'........... .. A Slope Stilw Dine . ' . • • • ; • • - Brid e'•:•:.. `.. .?...'.:............... Culvert':.' ....... Woods ... .: ... 01&•Q•hC.?or .............. 'F leplione or.'1'ele raph Polc ......... i1: NI ST -o- ? VI 10 ? 4• ? Tower Pole and Line... ... • • •.•'• -? ................. e .. se:?e?'?• S ?ili«?> b • Power Pole ..: Easement Lime..:.:...:... • . • • e .....' rff •`=--f lfo?vit> 1_iniit' Guard Rail .'... .. .. T T T T Sanitary Sewer.Line.::............., =3-'-SS L i n e .. '..' ..' ..... ' .............. -- --; ?- - ; ?--- Water Gos Line .'.... ...?...' ...........:. Gas -o-- • PROPOSED f„LISTING -?- - Chain Linl: Fence ................... Woven Wire Fence'*: , ...... • • ...... e . -? ---?--? Rec,cneracion ...... . .. . . •'.•. . , • e • ..... °? T-. orest•l.tioni :. ......... • . e e ...... L.r IZei Temporarv Silt Ditch :.... • . • . e • .... • asn --' ?s?D° F °--- g Bs --i 9 # Tenlpor;try Silt Fence ......... e . • • . . • 9Q .TeP,:poc'ary.Slope •Pc',,ti?1 ................ • •e BrUSl1 L' 1rri??r `'' '• , ?! - - Silt Ched< Dam 1yl)e A•...::.........?..': n ' Silt Check Dam 'lype.B .......... a • .. . Si1c Basin lype'A• ... '.:'.. ..:.......:..' --? • ,i Si1c Dasin 1`?,pe B ............... .... . .Rock SHE Check Dam ............. :.. • . Temp. SPone Ditch Check,_ •. ?lilli,??? ntt:•if? . -. - C<.4. --p. -0- --p.. LSD.{'. LIZ ' • Y ,EV?.Qy S7D,Ft>) E"t/Ei1?r• /?iV-U ' GALE'/?iV6l? d!/7? LUiS'??? Hi9L?'t' f// 3 ??I ?Nd r 7-d s cn ? E ARRA /_ E,YGTif? oF -z??s7'?/Rl3Ey A,fEA ?O -OR ONLY - • s"/t. 7' »?sr'aeBED /IKEA (S.H•28) l_ ENG7iU 4/= .v/s7"i.1,fBED ARS"A yl O 7/0 •=ox C/ ?r 0 S'{ov I -/ So 0400 1 . 'T" 00 /8 MP I 1 _4 i e 0100 kA,gl .5c, Au /Xz /941) 12ru S ,4 C4Z-. F4' f3 y, So.v e.- 2 y, AA- 0 0 /L 1(1 t DD /4 e O a it 1 1, O 3G ' CAI Lcy,' ?C.ivG 45 e l8M ? 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