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HomeMy WebLinkAbout19980206 Ver 1_Complete File_19980306State of North Carolina Department of Environment and Natural Resources Division of Water Quality eJames B. Hunt, Jr., Governor NC ENR Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF A. Preston Howard, Jr., P.E., Director ENVIRONMENT AND NATURAL RESOURCES March 17, 1998 Jackson County WQC 401 Project # 980206 APPROVAL of 401 Water Quality Certification Mr. 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, to place fill material in 0.02 acres of wetlands or waters for the purpose of improving SR 1402, as you described in your application dated February 26, 1998. 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 Nationwide 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 you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the 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. 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 Dorney Central Files Sin ely, Pr ston Howa Jr. P.E. 980206.1tr Division of Water Quality • Environmental Sciences Branch Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX 919-733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper ,..__. 401 • +' Jr STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. E. NORRIS TOLSON GOVERNOR February 26, 1998 SECRETARY Jackson County SR 1402 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson: The North Carolina Department of Transportation is proposing to grade, drain, base and pave primarily along the existing roadway of SR 1402, Albert Cook Road in Jackson County. In order to construct this project in accordance with our current secondary road standards and due to the replacement of nine (9) pipe culverts in several unnamed tributaries of Tuckaseigee River (DEM Class B), and Bumgarner Branch (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 replacements in the unnamed tributaries of Bumgarner Branch and Tuckaseigee 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 Coordinator Western Mountain District, of the NCWRC to comment directly to you concerning the 404 Nationwide permit request. P. O. Box 250, Bryson City, N.C. 28713 Phone (704) 488-2131 Mr. Bob Johnson Page 2 February 26, 1998 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, C2 r` ? C. R. Style , . E. District Engineer 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 Coordinator W. Mtn. Dist., NCWRC P. O. Box 250, Bryson City, N.C. 28713 Phone (704) 488-2131 DEM ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): I4- 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 mANAGEzmNT 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 SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRON14ENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT. 1. OWNERS NAME: NCOOT - DISTRICT ENGINEER: C. R. STYLES, P.E. 2. MAILING ADDRESS: P. 0. DRAWER 250 SUBDIVISION NAME: N/A CITY: BRYSON CITY STATE: NC ZIP CODE: 28713 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF D FFERENT FROM \ MAILING ADDRESS ABOVE) : Sc )40Z - A?5ua Coon. 'RoA?j N?*,.,,Gm,aM ?'Fyv,ETEK `'1 J 3. TELEPHONE NUMBER (HOME): (WORK) : (704)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: ?{ _?AC.Y_SON NEAREST TOWN OR CITY: W)4 iTTIEz ( Ji t,MO*jT 1 W U w tr , fa. O 0 .? to Cti W a: a. r. W m r W W .r .., I m ?+ I I N s tC 0700 1 0 z cn r wmmul tr .-I N N a' I C=700 U 00 W 1 C6 cn Z _ C9 La U " ? W U U L . 0 M H ?S QQ F .F W z N)n0r+W E. • M m C6 4 W U W fL U W r O 2 O W J Ix O N W m O' aI el) ko w W W ti W - - W I a fr „" J I•.FO.I O L ?. rr (31 ... m 070m I l W .Wm 0 JO Wm.o m O om.n F1.)0rr N Hof ^ N aI gtL to -. 1 O x - ?I C_w u0 l7 OUo+ I awo`= m`? craa WI . ^I 1?1 =wW W to JJJ -0U- O U.?0w t..F S =W in > •t'v NW r Z „30 ; w NSOSJ "1 m . . n . `S t-S W CP J _14 C I` cLn04t i f F I ; O C6 U u Z 2 -o r W W ?' WFO N W U W O F 2 r r..r N ? t" ??" cKF mJ I O In M C t r 0f? I N G VI T w> o FwW N Qr aI Q .O = Ll S U O W W 0 -r m W Cr O Q Y. ?N H W C, 'n W u) x I f O 4 03 E- I "?? mmm W = n m G > ... N m W J W (n W 0 •-• r . -z rt O C m W .' N^ W 6: t.) H W ,., j .? Q a W T QF W m N _ N -Wa or w0U¢_n I..sO.. 0 r 0 W ^ CC 1/?l t) V. VI N S % N N ?. `: ?+ F 07 V) > U c, a w ? W f W W :• a: W tY J y, to sr-0 ? l r cc X ? _ of ?a Q _o? a Fw ;U??W aFw°a L a . ?+ , > a> a, ••, W W M > f a , " . C W .r ..) _ a.co f ajn (n W .C F 0 tn F W U In W W .w W S n J H 07 w O O F r 4 Q 10 U w E. 10 i Cf. a O r Iu a N O W q 0 W I.,.(n f to w f a w0 E .O N w N rn . ( .p h i .,a p F W C, m ri O W w w -r I`• r -r - 1 ?' oC S f -r W f ) W 1 U Z tJ F S Gam. r. Iwi w En - D T W .O .. J 1 t , N a: W 1-) (7 O pF? - 4 J 0 0 rn Cr W 1'1 o U .. r0 "n w W I'1 m m w? F? r 4 w aG a rt y 6 ? S r tJ 'n r y U ::O a. t..tnw s. t J ox Yr w ?I..s am w o14 fl O tnN0. O w W f OF r. W _tlf]N H J r o. N _ K a W n F W S0. 4 WF 0CF•-. w ¢ N ..ltnw aI p a WAI f.)? ? . f ) ?WJWcn 0-?1 Z 8 )Or 07?0v1 f 0. - W F (nn . V 00= W +. 6J . W O nc x W to U w ? I r W i f fy f.) 4 w =a ?, tt U J W U =m= g 4=a !L t dia O W W U ? ? a U t•.F(70. • W W W 0 . La Li w ' •I n W >tn . W 0. (? to . J )J N O Cf.)al J W y .1 Cw W. ~ . Ow W r C r ? r ? ffn?^14F F N mM ? r ? =00 -*aF U ?mk o SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) )407- ' CCoK- "Zt>•b?lurnGOV4V- Ck?^nE-T 7FIE-cwE-rp W l t-r'Nov. K 44r::' "rrn E2. pFE c F To?,-gas ????x-ti-? 1? . 6. IMPACTED OR NEAREST STREAM/ RIVER: -Ruv-v-\GfM9CZ- NCN (-I" C-LA--,S u AS6*e5 ZVQ p - Cc?a s 5 B RIVER BASIN: LI'? me- ,vcs5cr Fives. F451-/ 7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES [ ] NO [x] IF YES, EXPLAIN: 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO [X] 7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP1 DESIGNATION? N/A 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ] NO [x] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION) : 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 10. 41 ACRES 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: C ).OZ 5 - WILL BE LAa J I WG -pi-PE lN 3 Al??A-rl O"A -FtE'l of 2 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: _?. dz Acx -c. FLOODING: O DRAINAGE: EXCAVATION: O OTHER: O TOTAL ACRES TO BE IMPACTED: Q, 02 A'e6a 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED. PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): LENGTH BEFORE: AJA FT AFTER: YA FT WIDTH BEFORE (based on normal high water contours): A1,4 T WIDTH AFTER: _JI/?4 FT AVERAGE DEPTH BEFORE: NA FT AFTER: /k/)4 FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: LF PLACEMENT OF PIPE IN CHANNEL: 4S0 LF CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: N/A OTHER: ONI. r ??- A s. O't-Is -?- 3C,8r5 1sT1A14 . cQC??N'TS 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 1/2" X 11" DRAWINGS ONLY): TO WIDEN AND PAVE SR 1402 TO MEET CURRENT N DQT Tq gY USE OF TRACK HOES, BULLDOZERS, DUMP TRUCKS, BACK HOES, MANUAL LABOR, ETC. 13. PURPOSE OF PROPOSED WORK: SAME AS ABOVE (#12) 3 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 WTDTH Tn Riin n cQ 1402 TO NCOOT STANDARDS ALL CHANNEL CHANGES WILL BE CONSTRUCTED IN THE DRY. RIP-RAP WILL-ONLY BE USED FOR BANK STABILIZATION. ALDERS, RED MAPLES, BLACK WALNUTS, WILLOWS, SYCAMORES, DOGWOODS, ETC. WILL BE RE-ESTABLISHED ON THE BANKS. ALL PIPE REPLACEMENTS WILL BE PLACED SLIGHTLY BELOW THE EXISTING Sim GRADIENT SO NATURAL SUBSTRATE CAN BE RE-ESTABLISHED. 15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET) 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 BY CORPS (ATTACH RESPONSES FROM THESE AGENCIES.) 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) (SEE AGENCY ADDRESSES SHEET) 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 OR THE USE OF PUBLIC (STATE) LAND? YES KI NO (I (IF NO, GO TO 18) a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES [ ] NO b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [J NO [] N/A IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 4 t 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR. THEIR EQUIVALENT. b. 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. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? RURAL :WOODLAND} RESIDENTIAL f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF ENVIRONMENTAL MANAGZMENT (WATER QUALITY) CERTIFICATION, AND 3) (IN THE TWENTY COASTAL COUNTIES ONLY) , A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSASTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM. OWNER'S/AGE F6BLu IM DAT 'S \SIGNATURE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 5 CrNk Sar. IS•3 ? 1 J I61o \ doE E 9 '570 1dO@ _ 1409 r i IJp) 1412 doh 'A io5 Ca?srauCTl oy STda o ?- OJ a 2/ 2 w ? _ 1402 ?:?T wnT.. 0 ) / rdJ ?? ' 1 'rvl y. / 'y' 1 tC '1 S~r-p Coo- -f' °O ?, •• ,. ??? ,?'?'''. ! J 7A 1 .1 ) ?2 .1 1 .1 ( / 393 l 392 1 •1 •? _ ... 139• ? / ' V,?GN:-? ? ? ? ? /-. , -????• \ ?L._- /? / ?i?-"T `'ice ' -_!'?1~_-'~? ? m3. / ' ? 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POLES TO BE MOVED- T_ POLES TO BE MOVED 1 R /W WIDTH L?5 I" =so' SCALE 047tz4a 7- 3 3 DE .3 N'S Std_ # D .a .ri tp ion S=hnl, 245.03 Temporary Silt Ditch --_-? o 245.05 Temporary Diversion ? - ............................. 893.01 Temporary Silt Fence 890.05 Temporary Slope Drain with Earth Berm «- .......... Silt Basin Type A ' I..................o-**....___ _C J' 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 TypeA --- 897.02 Rock Pipe Inlet Protection Type* ........... 894001 Rock Silt Screen 245.04 Stilling Basin .................................................. Rock. Inlet Protection: LCZN 896.01 Type A ........... o- R --A) 896.02 Type B ................................ B = OR, • B ? • 896.03 Type C .................................. 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Y r . t -+•iT Mgr??sr? ?.*y+'^ytdsro....i+. i.?q,-'h>sF -a : ? w. ,s?.,_.,v-«. fis?'i+.»+,.•.i ?r*t;.•-'n ?a'•?. ?-r?,r*c.•^? ..?.. t- NPR. 6I 03447 '" _ -.? ?T:+??t??,fi? 1-3 - .+ t >r t t ?Ai•Z`?.^'F =SL ,?r??•'i l.••j??r.? _ j,? AEI ?I? r if __ ?` ' ,. .x- QROJECT'/----------------_ COULV'l;?-;__-- '•" ~ -- Sheei:- o. --- )WNEI. OF POLE LINE ------------- --- - -- -- -- -- - --------------------------- OItT. rwa C[NT[R OUL ?R011 C[NT[R OIK. C[NT[R r110J[CT Pau, r11[[tMT ROAD T r11OJ[CT AK[R MOVING R Ka STATION _ tMAR NUM[Ot r. LT. _ RT. LT. ,a RT ., , /S /7 0 Za 77ldbe- .ld- ZD i II II 1 II 1 II ` 1 II ?• 5F 1?,?1'??'"T?-..Ir, ,?`{." t'}.r`?.h,? w > irj ..+.a ? ? t",..7^ t""?;, :... R' r1 ?w t''C c ?'? .. "c"? ?.wu r- ?, i•.fr ?..?.'? 1 ?rl7.+Gi n ,yi'LSf?S ?v°{.da.l'?,+' r.? .p. 4;?i•v -r .s .. - .. .r? .. - - brzy ,?' S. t ?G NPN 61 -03447 VOLE DATA .:. ?r oZCOUNTY _ C,---------------------------- Sheet- o _. PROJECT _ - ----- DWNER OF POLE LINE G!c?=------------------------------=- - . - "l rO LL DIST. FROM CzHT[It PII[[tHT ROAD DI[T. FROM C[HT[R P11oJ[Q DIST. C[HT[n r110J[GT AFT[. MOVING ". REMARKS . r STATION _.. Numagm LT. RT. LT. RT. LT. RT. .. _ z ,. u TES STONE BITCH CHECK ROCK SILT CHECK DAY' SILT BASIN - B TEMP SLOPE B RAI N TEMP SILT B_TCH EARTH EMBANKMENT SILT FENCE FIBERGLASS ROVING RI P RAP S3 L-- EGA TEU-10RAaY SaX FENCE1, , t A temporary silt fence is catnmoniy 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 promcmd anincant rainfall to ensure there outlets. Silt fences need to be che..sed after each si e=ecdveness. They must be maintained on a regular basis. Slit fences shall not be iiistailed moss streams, ditches, or waterways. AxE.,?s of Us- r_-At toe of nil sections where sediment runoff can be stored and contained inside the project limits. DaicY C.R rr- Materlal With Wire Without Wire Fabric Type 3 Class A Type 3 Cass B Stet: posts lengfh 5 ft 5 ft Post spacing 10 fr. 6 fr. maximum 17 Mara. 1992 Cal -.. 9 2 [L"Z.cZU2 L: +y < zttns:I:.u F C ?? 9 ?? I I I- I ? I??) C I? 1 C - • F CC Cl C m rr < Finn r' >3 rs. ¢ c: T 11= Qua . II r,c I ? C I- G I "" - - II I , b ? C` U LL - Era C ? ?; I I ?:z Q U7 LLI C CV :n C Cal i 73 r! C ` i r a. =? CIF? f ca LO G C n -- 11 cal 6 V / : is - a. v ca C71v7 L.=?= ?- Iii 97 -- GlC ,l =FMtU uw- C;` ¢ v.? O Cal C ? m U . E- Ca (-- (z Ul 77 C" LL4 lull -. ..? r rn r..• G.. r r < F.. W. F :2 I I c 13 Mamh.1992 SILT BAsw TYPE-B: A silt basin type-B is a temporary basin built to collect sediment flowing through a drainage way. The silt basin.is built at the base of the ditch with its length being at least 2 times the-width of the basin. The type-B silt basin is trPneraily built in conjunction with temporary rocs silt checks and oche: devices that control or stow down water flow. This devics must be monitored closely and c:eyned out on a reglliar basis until pass is established along the ditch line and setflmentadon is no longer a problem. Axes of Uss: • In conjuncdoa with temporary roc's silt checla and oche: devices used in drainage ditches. DESiw QuzmmA: • Width - variable • Lenzh - 2 times width • Depch - 2 ft. minimum storage - 1300, conic feet/acre (equais L z W z D) 23 March. 1992 N • qw, .1\><-. rte,; r,,, . y a 4a`1'L'J, j Fr.=ti,i2t ? U `Z7: ?\ le\i:J 0 IIIII ? flllll IIIII ? IIII a 111111 J 3 ? III it iillll ? IIIII - =X111111= _ ?IIIIII IIIII Fill, _ 4I IIIII IIIII >I CL. Fill I ?? `" ,,I I IIIII "l IIIII ? IIIII =;111111= x = ?llllf IIIII 11111 - IIIII s IIIII 111111 ?I •rt n cm m LL Q.. m U7 `-'C ? c ? F- `¢ 3 E 24 Murch.I992 ROCS PME INLET PROTEC=CN TYPE-A= ?• pv Q(O i ?. A rocs 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 rocs pipe inlet protection shall be used at pipe inlets no larger than 36 inches in diameter where it is rec°iving flow from several directions-The ?;Te-A rocs pipe inlet protection utilizes class-3 stone lined with 15 or 457 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 diame- r where it rec°ives flow from several directions. • In areas where it can be cleaned and maintained an a revilar basis. DESIGN C.Pd RIA: • Stlucural stone - class-3 stone • Sediment cantral stone - . or X57 stone • Sediment storage area - 18GG cubic ft./acre • Dam height - 3 ft minimum ?3 Marc:, 1992 r Q ; ? 1 a. ti Lu ,t Q C F a. C E- a. ? - a Cc? C;^a `a <? -?mm C GS C C C C EC. n CS C.7 ?• C" a. t Fa _: U C ? EC.. G E- C ? C` ?7 ? C - 13 < ?_' fal C < m < C t`' < U C f!7 v F C 77 U7 CJ a. 43 CJ F ca ca C U C3 < < < < rj C :? F a C F s C 47 F ...C C?..3G62 C: F-?[.1 ? ? C m C.7 - C C C `FCC U E- - CmU FU to ZnC- V <C F a 0 ? C v ¢ t - t a. t - t y ? ? t f7 I LLIJ t -t W -t - ? t C2 t N ? t - o ?j N r? c c c` A J W W W W i to N ? y (r W y C Q i C `' I I ? y a.. C r. .i.' Ct C ? CI w .,./ .t c • _ t ct tui .s all :i ?i fi ._ Q Q.. Z c U a. C?c v C I I L F- I Cn :)Cl 34 ar: • E M?rcZ,199Z Rocco Snx Smart- -A rocs 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 snail be placed in the stre= below the construction site within the right-of- way or easement boundary. The rack silt screen utiaes class B stone lined with-45 or -457 stone to produce: a appie-effect in the stream to senie the larger sediment particles transported in the stream from the construction site. The trapped sediment snail be c?eaued out before the device is removed from the stream. AREAS OF USE: • In live streams below construction sites wa= construction oc :urs in or adjacent to the stream. • In live streams below a culvert construction site. • Where it can be cleaned before it is removed from suesm. DESIGN CRITERIA: • Strucm=[ stone - class B stone • Sediment control stone - =' 5 or =' 57 stone • Dam heiQnt - 1.3 ft- minimum and 3 ft. =,imum ( shall not be hiaher than I ft above normal flow of stream) I*--, 37 Nfamh, 1992 r . 1? _._._ . I _ a m a Q. Q W 0 f I z 0 Cam` ?. UJCCF?C F-? Q'-? CFC c c a J7 '' F := Qom: C ? ?J1 C • ? t ?„X ta (n 77 ca J C wc=cC t-E.?.I Q U VI L F- U "4c'-=Q 73 G s G w (ii 3 LLI `•° ? U ? (. I r^^ Cam. 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