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HomeMy WebLinkAbout19960386 Ver 1_Complete File_19960423State 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., Dire cto r AT.9?FA 40 10 al 0 [D F= F=1 October 8, 1996 Buncombe County DWQ Project # 960386 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. Danny Tolar N.C. Dept. of Transportation P.O. Box 3279 Asheville, NC 28802 Dear Mr. Tolar: You have our approval to place fill material in 0.06 acres of wetlands or waters for the purpose of improving SR 1383, as you described in your application dated 9 September 1996. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 2735. This certification allows you to use General Permit Number 031 when it- is issued by the Corps of Engineers. 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. For this approval to be valid, you must follow the conditions listed in the'attached certification and any additional conditions listed below. This certification replaces one issued to DOT on May 3, 1996. 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. elf 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 date` at you receive this letter. To ask for a g, send a written petition which cp?`ttformq!I;Cha 15 f the North Carolina General,Statutes the Office of Administrative I?learing??.O. Bob 27 Raleigh, N.C. 2761`1-7447. This ce cation and its conditions are final and binding unlt s you ask for aring. Ibis letter completes the review of the Division of Water Quality urider Section 401 of the Clean Water A4c:L7 i you have any questions, please telephone John Dorney at 919-7334786. , Sincerely, e on Howard, Jr, E Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Y E Asheville DWQ Regional Office. a? Mr. John Domey ? Central Files x 960586atr Division of Water Quality Environmental SciencV ranch y: A Environm at4sciences &anch, 4401 Reedy Preek Rd., Raleigh, NC 27607 Telephone 319-733-174O AX # 733-9959 <? ;` A. A qual Opportunity Affirmative Acliorl Employer.: • 50% recycled/10% post consumer paper 4EMORAFWM X PRINT NAMES: i Reviewer: C? r0: JOHN DORNEY WQ SUPV.: ENVIRONMENTAL SCIENCES BRANCH DATE: ft WIP SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS ***EACH ITEM MUST BE ANSWERED (USE N/A FOR NOT APPLICABLE) ** PERMIT YR: 96 PERMIT NO: 0000386 COUNTY: BUNCOMBE APPLICANT NAME: NCDOT SR 1383 PROJECT TYPE: ROAD IMPROVEMENT PERMIT TYPE: GP31 COE_ff : DOT_# : SR1383 RCD_FROM CDA: DOT DATE _FRM_CDA: 04/23/96 ?o FQ REG_OFFICE: ARO ! ?,IVER_AND_SUB_BASIN_#: 040302 STR_INDEX_NO: 6-92-13-2 CLASS: C STREAM - WL IMPACT? . Y/ WL_TYPE : WL REQUESTED: WL ACR_EST? WL SCORE(#): Zp, WATER IMPACTED BY FILL? Y/ MITIGATION?: Yo MITIGATION-TYPE: MITIGATION-SIZE: DID YOU REQUEST MORE `INFO?: IS WETLAND RATING SHEET ATTACHED? ON HAVE PROJECT CHANGES/CONDITIONS BEEN DISCUSSED WITH APPLICANT?: Y RECOMMENDATION (Circle One) ISSUE SSUE/COND DENY COMMENTS: r k- ?R3s, S-.3- ` l , K ... i .. i -. bfi '.i. ,? 5 ;??` `? - i ? ?"? .: ? ? .? ',f w}? 1.?.+' ? ? ? z FF ?? .,tdF ??' 4"'4?,:? ?d B } ?'?...r9 f ?? , i? ??'?? ?" ,,._#'?- a?"? ..,?v._a .? `S. 4 .'_?'.??. ?'? ? ? .. ?. _r.,: "? ". ?.?.: ?`_ `6? ,? ,1 } ? Sy?yy ?1 T Vi.?4? aD { S ? Y'...r? 9. ? s? ? ?N v\ aM . y ?t.?'?,? z i '. ?. m WETLAND 'RAT NG WORKSHEET Fourth Version Project name AJ4-00-T- iU 1 nwsL.4` 5d-13,63 Nearest road _ iJc , ?41383j County Wetland area •? acres -Wetland width feet Name of evaluator Date ? 'tlarld location Adjacent lend use (within 1 2 mile upstream, upslope, radius F , ,.? oli p??nd o1 lake or . ) ,? .,: [ on l?c?rt?ll Dial stream ' ? forested/natural vegetation ?o ? onxzt?nnii Tan>t agr icultWe ?t?rbanlsi?htl f an gt R wttliit itlter stream divide 't rrr??? ? otlher: Dotninartt vege , in v , 1 1 i Emma Soil series -1.111 :`?a<,?z?gv , t . + sz .31 ? £ R I'Mr P 5 : redominantly organic - 11wrius ? , Mal, tiiuclk, or hest z$ r? ?3, predoininati*, mineral - nnn-sandy 01 6. F1 precior»inantly s'ancly Flooding and wetness " i ? seiYli?ermanentl?r to germane AL flooded or Inutdated s ydraulic factor seasol?ally f{oodd .or- inundate 1 Y intem?itt 1r7t(y flooded or temiaof a1 y ..... .... .. StP_P, tl? RUC r?r h ......... ....... ditched ot- ha1111elized surf?3c? water ?? ? total wetl?3n? i width >_] UCH fe-t L] no wide nce of flclodir?ci or sL:rface Wetland type (select one)* lei, Bottomland hardwood forest `' l?!?``u /?' ? Pine savanna ? Headwater forest ? Freshwater marsh ? Swamp forest ?^? ? Bog/fen ? Wet flat C???? ? Ephemeral wetland i ? Pocosin ? Carolina Bay ? Bog forest ? Other *The Iallng system cannot be applied to slut oi- brackish maI-shes oi- sti-eam channels weight Water storage x 4.00 __ _ _ - Wetland Score Bank/Shoreline stabilization x 4.00 = Pollutant removal * x 5.00E.} ?- Wildlife habitat x 2.00 = - 2 ; Aquatic. life value x 4.00 = Uv Recreation/Education x 1.00- G * Add 1 point if in sensitive watershed and > 10% nonpoint disturbance within 1 /2 mile upstream, upslope, or radius :/JIJJ!/1,,,!!!!!!!,!:!/.l,:.J.JJJJJJ!!J!.lIJJJ!!J/!!!/!!!,/!J!!J!/l;J;.!/.JJJ.!!!!!.!!J!!./JJJJJ.JJ:JIJ!!!/IJJJ//JJ/////////,///!!!///////!!/, z. *+C' P.O. Box 3279 Asheville, N.C. oefflzll September 9, 1996 Mr. David Baker U.S. Army Corp of Engineers Regulatory Field Office 151 Patton Ave. Rm. 143 Asheville, NC. 28801-5006 Subject: S.R. 1383, Buncombe Co. Dear Mr. Baker: We are providing a package of design sketches concerning wetlands that will be impacted by this project. We have enclosed a completed N. C. D. E. M. application for your use. We are planning on replacing or extending several pipes in unnamed tributaries along and across SR 1383. Also we are planning on ripraping an unknown tributary flowing along SR 1383 from Sta. 124+00 to_Sta. 128+50 on the north side of roadway. This stream is not a trout stream nor a tributary to one. If you have any comments or questions concerning this project, please contact J.N. Jarrett or myself of this office at 704-298-274 Thank you for your cooperation and assistance in this matter. Sincerely yours, Y District Engineer DRT:JNJ:jnj cc: Mr. Eric Galamb, Div. of Environmental Management Mr. David Yow, Dist 9 Environmental Coordinator DEM ID: "'' CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE 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 AGENC-Y-ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT. 1. OWNERS NAME : _ ?. Ll EST. !ZF /.AA?I/.fi°oRTATIOi!/ 2. MAILING ADDRESS : 3e2 :P 9 SUBDIVISION NAME: CITY: /7t.YEdrLL? STATE: 41-. ef . ZIP CODE: olOOQc2 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE) : ,Sle G,P??,v !/ALl Er ?Po 3. _ TELEPHONE NUMBER (HOME) : (WORK) : l7091?98??14/ 4.. IF APPLICABLE: AGETIT`S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: /Q Toto.P ?rsr,PrCr fs?st.?EGP ?0 ?OX 30? 77 .. ??Sfi'fdILCG 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY-OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: U.dCOi7?? NEAREST TOWN OR CITY ??ICC sTt/? Al 21 t. 1 SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) : SiS? I3?.3 G.?f?N klozzef'.?a. /i!lL fs /??'STE.PL Y F.POi7 .S/? /J 8l TD .S/1° /o?o7D 6. IMPACTED OR NEAREST STREAM/RIVER: _5'ja 1 RIVER BASIN: /lrl's/L/P _ 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 pq IF YES, EXPLAIN: 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] NO ?Q 7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES pQ NO [ ] IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION) : DE.I Are reer *O"e-l86 8b. ARE ADDITIONAL' PERMIT REQUESTS EXPECTED FOR-THIS PROPERTY IN THE FUTURE? YES [ ] NO IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 9b. ESTIMATED TOTAL NUMBER OF.ACRES OF WETLANDS LOCATED ON PROJECT SITE: t' 2 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: D. D'3 AC 'EXCAVATION: D.03 .9r' FLOODING: OTHER: DRAINAGE: TOTAL ACRES TO BE IMPACTED: O.D? AG 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): LENGTH BEFORE: -FT AFTER: -- .3D FT WIDTH BEFORE (based on normal high water contours): .3 FT WIDTH AFTER: FT AVERAGE DEPTH BEFORE: .3 FT AFTER: 3 FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: ? CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE. SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA? Alh 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS ONLY) : -r-dee-40,4Z OOXPfd 7W Z .Pl?Li9eey z':SxTlHa40 1iY yir.YAi7?0 TiPtd UTA.PIIl aw .?.ta.rlcT . 13. PURPOSE OF PROPOSED: WORK:, TO F.i9CILtli'lTC Tis?l wlsDli?li?G i9iYd roe uPG.OADtiYG OF %??.? ?rdlly zt !y c'. 1 r.. 3 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAN- IMPACTS) : _ fz;,_" 1.-P) i9ll ?D!/TlNL A?YD /YEi? JJA,Iy /?Jzlexel oyj- TO G?DiyllO! E.re.flot! A?YO .f?Oli'1fiY%i911O? Li/ L d l/TILS'?//? ; -cz-z,fe4zz . oze r .f1'6T G?/?-le r1 ` dA.?fS 2'?v 1J1>CiY£T fne 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: ADAM TD Al-e' ld..P.C. 9- 9- 4r (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: A1114 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES [ ] NO X (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 THROUGHTHE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES [I NO [] 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. r. 4 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?- .4"reu61aet f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? 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_.MANAGEMENT (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 CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM. nh R • `?c)Qq/,.- - OC- 96 OWNS 'S/AGENT'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY i.. IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 5 State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director AL4 C)EHNF=1 May 3, 1996 Buncombe County DEM Project # 960386 APPROVAL of 401 Water Quality Certification Mr. Danny Tolar N.C. DOT P.O. Box 3279 Asheville, NC 28802 Dear Mr. Tolar: You have our approval to place fill material in 0.03 acres of wetlands or waters for the purpose of improving the roadway and making channel changes at the SR 1383, as you described in your application dated 16 April and 4 April 1996. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 2735. This certification allows you to use General Permit Number 031 when it is issued by the Corps of Engineers. 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 this approval to be valid, you must follow the conditions listed in the attached certification. In addition, you should get any other federal, state or local permits before you go ahead with your project. 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 Environmental Management 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 DEM Regional Office Mr. John Domey Central Files Sincerely, f eston oward, Jr. P. 960386.ltr ?qY 13 /?T9? ©E?d G?Ntii •Q,?CE/ 13 1996 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/10% post consumer paper GENERAL CERTIFiCATIO_: FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS REGIONAL (GENERAL) PERMIT NUMBER 19£200031 (N.C. -Department of Transportation, or other Federal, State or- Locally Funded Bridges) This General Certification is issued in eonformi ty`riit.h' the recuirements of Section L-01, Public Laws.92-500 and 95--217 of the United States -and subj ect to the North Carolina Divi sior_ of Env - ronmental Management Reg-ulations _n 15A NCAC 2H, Secti0: 050.0 and .15A NCAC 2B .0109 and .0201 fer the discharge of f ill mate- rial to waters and wetlar_d areas as described in the Y,' i l :,ington District's "Regional (General) Per-it Number 198200031. The State of North Carolina certifies that the speci_ie-d category of activity will not violate Sections 301, 302, 303, 30;, and 307. of the Public Laws 92-500 and 95-217 if •conducte d in accordance with the conditions he= e i r_a f ter set forth. Conditions of Certification: i. Proposed fill or S••.?bstant-al modification o= waters or wetlands for th15 General Certification reGUi re_= F;rltte__ concurrence -from the Division of Environmental - nageme-_ unless impacts 0= the prC?ect are restricted tc waters only (no wetland --,pact 2 . That es tabli shed sed.i merit and erosion control _ _ acti ces are utilized t0 _ .:Vent %7_Olation5 O the cOprC_ 1 icL turbi di tv water _! 1t1T S -andard (50 N T US c __ ca_ •s a-_ rivers not desigr_ated as tout by DE1,1; 25 N•T•Us in all saltwater classes, and all lakes and reservoirs; and i1r NTUs in trout waters) 3. Measures shall be taken to prevent live or -re S conc_e"==- from coming into contact th waters O_ the state until the concrete has -ardene(f 4. That additional site-spec-fic conditions may b? added t:: projects proposes under i5 Certification in C? C'ler t0 ensure compliance with al_ applicable water qua_i-L% ann. effluent standarQS; 5. Concurrence f_roT Ei his Cerr.._ i =_icat?o_ -___ p- i e5 %_D.?=?_s than this _ ? tc an individual pr ect shall expire three the date of the cove= letter from DEM. ?ion-compliance with c= ,,iola _=on of the condi L-on =c_th by a specific fill projectt sal, result .n re:.-c s Certification for t:-:e projcc_. The Director of the _ c_th Ca!ina D1v1510n of [;_:hagement ma j' reGUire 5 _°L-iSSiO-. Of a -_FGrmal app I_Cc _Or _.. iVldUal Certi-[:lCat10n .Or an, __oject in this CaL:_ o_ a? ?i\% i ty, if 1t is dete_..._..ea the = the pre jest Is a Significant aQverse ef_ect Upo-. v.,ater qual-tN, or Q. _c` ]c r'?cers so thcL (2xiSta- ng =se o= =.:e we .L1anQ or QO?•.''?S _e=.., ia.C--- ;DrecludeQ. Pu!Dlic hearings Ii-,ay ?c held, =01' SJeC:.=ic a7-7)1Cc." group.oi applications prior-to a Certification decision if deemed in the public's best interest by the Director of the North Caro lina Division of Environmental- Management-This the 1st day of 2-,ay, 1992 DIVISION OF ENVIRONMENTAL George T. ?v rett, Di-rector gencert.dot 'ird/gc k'QC -273 N.C. DF_PAPTMENT OF TRANSPORTATION DIVISON OF-HIGHWAYS SECONDARY ROAD SURVEY U" f am' V CAT 10 N r Lf' o / WOR I< TYPE-- WORK ORDE R PR IUPIT COUNTY TOWNSI IIP L? DATE - ?- SC ALE i "= sd NOTES F ----- -? -? -- 4' EROSION CONTROL DETAILS AND SPECIFICATIONS Std. # 245.03 245.05 893.01 890.05 245.01 245.02 892.04 895.10 892.01 892.02 897.01 894.01 245.04 896.01 896.02 896.03 Symbol Page Temporary Silt Ditch Temporary Diversion Temporary Silt Fence 'D Temporary Slope Drain with Earth Berm 4 Silt Basin Type A .......... - -- 4 VI _ S ----- Silt Basin Type B ------'"-'-VI - 10 - __ Temporary Rock Silt Check Type-A ? --- VI 12 Temporary Rock Silt Check Type-B Temporary Rock Sediment Dam Type-A ----•------- VI -18 Temporary Rock '-- ry Sediment Dam Type-B •-_ vI.2o ------- Rock Pipe Inlet Protection __ _ ........... .... o 0 ao oo --- - 22 Rock Silt Screen ..................... ............... ..... . 0; VI - 24 Stilling Basin ........................................ ... VI - 26 Rock Inlet Protection: Type A ................. _ .............. A OR A ? - ) ----- VI - 30 Type B ..... B ?? '. pR --B)) ---- VI - 32 Type C ................................ C ? OR C ) ---- VI - 34 i'IPF OUTLET EQERG J Dtss6P6TdR ERG s K W G09TRO L M, ?Tn"G F(BEK CHAss Rouc u VIA FGR March, 1993 ?a ROADWAY DITCH AND MEDIAN LINING GUIDELINES Percent of Grade Type of Lining Recommended 0 Straw and Tack 1 _ 2 Erosion Control Matting 3 ---- 4 Synthetic Roving 5 greater Stone VIII- 2 March, 1993 Goo GUB/C ET fEi2. A?',?? •ti ?, ?'?yECkE.D Et?E.fy S?aRn? ?-U£'?vT .y•t?-D G'LE,s??VE..b v?iT Cvh?E•V f??9L.?f!/L. , Zr I? S? I _.?Z?o r__ra _ S c"A L E zT . ? lE?t?G1,S= aF .z?isr?.eBF?v f1REA /Q C 5.8.5 (5.D,7) 3 21 L? (s. A, z L EN67,Y o.::? .Di57-1-IRBED AREA 266 LE:vG?;?? aF 2)IS7'ZIRBE.D ,gREA 3e C -N 6 7-,V a F D/STU,eBED h'RE.9 ?d ? • 1 mopoRARY SILT DITCH: TSD A temporary silt ditch shall be used in place of silt fence in many situations. Temporary silt ditches shall be used at the toe of fill slopes to divertrunoff into sediment basins, temporary rock sediment dams, temporary rock silt-checks and/or = other sedimentation control measures. Temporary silt ditches are approximately 1 ft: deep,-2: 1 side slopes with an optional earth berm. AREAS OF USE: • Toe of fill slopes where fill exceeds 3 ft in vertical height. • Along streams to intercept flow and/or divert to a controlled outlet. VII-2 March, 1993 >I O th zm LC) N _ U H d 1 Cl ,? Z >- a? Co F----I d ° F-4 O Fc_C?7 3 Q ?a U? - W ?p - ? © a > E- a: r w N U? ? F- ? :n a. Q o ? a Q Q 0 L f -- 11 o zw. oa z?Q - o ? ' ? cn o co A' h O' 1 1 ?-.I TI VI-3 March, 1993 W C 4b 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 not 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 VI-6 March, 1993 a i ww w 33 2 ~ F- O 3= x3 Q X l9 Q CD O ? Q Z G= W (_7 Q o 0o F- O m _ _ W O QJ Z Q J 0- Q o :r F- in LL w 3 4 T-TiWE, J J U '-' LL 01- 00 O Q LL W H CC U w3 a_ JZ O LL Q U N h 4' Y V) 0 I_ O O -I! m o I I- O m3 O Z i- U Z m ' ?--I I I * L' I I- I- - -------- --------- LLJ iLL= - -------4-----------'Z0 zm M F Co O ?- L ij a z~ U z - --?I ? w - - W LL. C- 3 Q N M D W Z W z ~ CD W LL z 3 z Cn Q = LL) LLj LL O Q Q ¢ m = m ~ LL J j CV Cr LLJJ m a o w In W i CD = W 2 JLr)} CO O W = m Q F- J 3 Q J = Cl W Z J ? ~ J m Q m Cn QH Q U ?= L LL O W CL J? LLJ = cn F- X 0 L?0? CO w w m ?w J Z 3 Q- O>- cn J F- Q r Q W W 3 Q m CL O Z w LL) p p W z CD W z w L'J J z Q U) CL - Z O 3 p- 3w 1- W Z F- -icO' Fw L F ? J O`n - ) U jj d W Q 3 0 W Z LL -+ O LL LO O LL O LU E z Q Q O . Z ' _U 0_ Co Q LL Cr w J J a>4 ?xU ?- U C7 - O OOW a L?LJ o oa a Ch Q H k z z 3 ¢ . o 0 ? a (r D zz ? > w G a O .O C w N c o m VI-7 March, 1993 G T ! w TEMPORARY ROCK SILT CHECK TYPE-B: A temporary rock silt check type-B (also called check dam) is a small dam with a weir used to reduce gullying in drainage ditches that are to be filled or permanently stabilized at a later date. These type-B rock silt checks help reduce the flow velocity and are generally made of class-B stone. They are used in ditches during construction where the grade meets and/or exceeds 3%. AREAS OF USE: • In channels, roadside ditch outlets, temporary silt ditches, and temporary diversions. • In conjunction with type-B silt basins. DESIGN CRITERIA: • Center of rock silt check shall be at least 1 foot lower than the outer edges (top of channel sides) • The spacing (ft.) = (3 / % of ditch grade) X 100 ft. VI-16 March, 1993 R s U W o CL O Q _ 0 _ H U O U F- N - F- W O n Q W LL m W F- O > t_t_ LPL O O O F- LIJ III z 0 V J Q D 7 Q z 3 W Z ?1 Q J CL Z O H 2 F- U U LJ J (n O (n W (f) W O > m u C 4 W F- m U W Q Z J T- o J F- F-JQZ (n020ZZ m(n000 W F- F- mZOW (l) O Z = m 0 JUQF-WCr- J a_ W QZ^F- ^ 20= QWm= (n-m UOm (n= m-IL= W O O m ZmCOLL mW(n OWCn Z(n WF- C0E-0C F- COM -i -+HF- J O OOQZUoO Z LL -- m 0 = 2 U F- H O CD O N I, i' W H W z > ? Z F- , <o I--I W 0 I o a F- Q CO i1 Q W ? a• ,. I I I I I 3 I O J LL m ? z o - (n W 0 V m n z Co ? z 0 0 U ? o " F- O -' HO x ?- U J z W Q E --- C!) 0 N ? ;i f 0 W mCL U Q w I - Q @ Z C ? m LLJ n F-- U W U J f"-? ^ try ZZ U xx?"- MO ?vI - I??I. z !,! >- Z-? Q Q L-Li cl? Q C Q 1- Cn O m vi VI-17. March, 1993 x rWE OUTLET ENERGY DISSIPATOR: 00 000 A pipe outlet energy dissipator shall be used at pipe outlets to slow the water velocities when it exits the pipe and flows out ditched or natural waterways. It is an apron of stone of a sufficient thickness to protect the outlet area from scouring out and causing-off-site sedimentation damage. Pipe outlet energy dissipators should be built according to the guideline chart shown on page VIII-3 of this manual. - - AREAS OF USE:,! • Outlets of pipes and culverts to prevent scouring.. DESIGN CRITERIA: • In accordance with chart on page VIII-3. • Filter fabric, or six inch layer of gravel, shall be used under stone. MATERIALS : • Filter fabric shall meet requirements of section 1056 of Standard Specifications for Roads and Structures, January 1, 1990, for type II filter fabric. VI-34 March, 1993 A a m c 'a m c o? r n? U m n Im ?c me Q L ?U LL a m o a? m a OZ Q3 _o az 0.4 c 0- VI-35 o? V ? w? Y>. c 0 to i -0 cz Q. i N W 0 4r U V wU O Q o c -, I 0 Cl) 0 2 ° I Cn • a March, 1993 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-df- _ 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) VI-24 March, 1993 OIL Z'l E 3 W w N > LL O a W O N a m J \l Y 2 mm LL 0 0- H 0 a w w E- Z .4 z ¢ F'r?iz ot`6zz ¢d o E-.w Q?xo v? w a woQ¢wo z w u O?w Zva_ ac'a o oa¢W w,a ooomoaw 0404 U) xW¢ cnw a z°¢z U pL 04 C)E-?o °Lx0ZwW C:)O ¢o¢¢z UOU7 p0 OZ rzw?a.?W?E-Z wE? z ? z= Z C)=C4 w E- W WE- OWwwzE- w ?D w> Up0m-:4 U) Ey ao- W M aE-X C4 ?A.7w¢ C?>ta¢x rn w U) ZdZZ¢mdp(24FZ?? a. O w0xOO"? xE-?0I40 x? w z W uwuE- ? tl mIr. aU w,C4 Y Z Q m LL 0- a_ 0 3 W z 0 L.L X Q E W Z z o Z i q` a F- t ;?vi N I V ' ? 1Gt r ^ V/ NL+? _r U z 0 N J O Cr z 0 U zZ W O W N z tW U (10 ? z z Ural o p rr Qz? Q (~ O ? Q r?-n- V J z O Z :-,! Q O cu!0 zj CIF--; M 3? 0 W! aC Z{ C LP i N _ Ql ml VI-25 O z c s March, 1993 SILT BASIN 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 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: • 1n 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) VI-12 March, 1993 I i 1 - J _ U ? W f ..III ° '?II ' = Illill s IIIII = Ilill! IIIII =lllilll= - 'NIW ?! 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I? ? ??3 IV: 9 r- State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director 07MA IT 0 ?A&j * E? EHNR May 3, 1996 Buncombe County DEM Project # 960386 APPROVAL of 401 Water Quality Certification Mr. Danny Tolar N.C. DOT P.O. Box 3279 Asheville, NC 28802 Dear Mr. Tolar: You have our approval to place fill material in 0.03 acres of wetlands or waters for the purpose of improving the roadway and malting channel changes at the SR l ?83, as you described in your application dated 16 April and 4 April 1996. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 2735. This certification allows you to use General Permit Number 031 when it is issued by the Corp; of Engineers. This approval is only valid for the purpose and design that ou 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 this approval to be valid, you must follow the conditions listed in the attached certification- In addition, you should get any other federal, state, or local permits before you go.ahead with your project. r i If you do not accept any of the conditions aA this cerufic 604 u may ask- for-an adjudicatory hearins. You must act within 60'days of the date that you regeiveth letter. To, ask: for. hearing, send a written petition which conforms to Chapter 150B of tht North `Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447; Raleigh, N.C- 21641-7447. This certification-and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Environmental Management under Section 401 of the Clean4yater Act. If you have any questions, please telephone John Dorney at 619-733- 1786. Sincerely, IlJ? ? ?' eston award, .1'z.. P. Attachment cc: Wilmington District Corps of Engineers y Corps of Engineers Asheville Field Office r Asheville DEM Regional Office, u ; Mr. John Dorney Central Files 960386.1tr. { Environmental Sciences Branch, 4401 Reedy Creek4:1d., Raleigh, NC 27667 Tele?one 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 1;0%o,p ist consumer paper P.O. Box 3279 Asheville, N.C. April 16, 1996 Mr. David Baker 401 ISSUE U.S. Army Corp. of Engineers Regulatory Field Office 151 Patton Ave. Rm. 143 Asheville, N.C. 28801-5005 SUBJECT, Spot Improvement, S.R. 1383 Dear Mr. Baker: We are providing a package of design sketches concerning wetlands that will be impacted by this project. We have enclosed a completed N.C D.E.M. application for your use. We are planning a proposed channel change on the North side of S.R. 1383 for approximately 100'. Also, we are planning on replacing the existing pipe in this stream with a 40'-36" cmp. If you have any comments or questions concerning this matter, please feel free to contact us at this office at 704-298-2741. Thank you for your cooperation and assistance in this matter. Sincerely yours, Y TA . Danny R. Tolar District Engineer cc: Mr. Eric Galamb, Div. of Environmental Management Mr. David Yow, Dist 9 Environmental Coordinator DRT:JNJ:ini {RECEIVED z 'APR 3 ENV ROMgTAL SCIENCES