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Home My WebLink About19950869 Ver 1_Complete File_19950816State 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 i d ° o? ???t! tfJ? August 24, 1995 Yadkin County DEM Project # 95869 APPROVAL of 401 Water Quality Certification Mr. W. 0. Atkins District Engineer NC DOT P. O. Box 558 Elkin, N.C. 28621 _71 I i '1 Dear Mr. Atkins: You have our approval to place fill material in less than 0.10 acres of wetlands or waters for the purpose of grade, drain, base and pave SR 1174 (Allen Road), as you described in your application dated 10 August 1995. 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 31 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 Domey at 919-733-1786. Sincerely, ston H rd, Jr. E Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Winston-Salem DEM Regional Office Mr. John Domey Central Files 95869.1tr P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496. An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumor pcpor . 'I e . NTM o S`6Co°I 9 ,.a STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT, )IL DIVISION OF HIGHWAYS R. SAMUEL HUNT I I I GOVERNOR SECRETARY P. 0. Box 558 Elkin, North Carolina 28621 RECEIVED August 10, 1995 AUG 16 1995 ENVIRONN pNTALsGIENCES Mr. Ken Jolly, Office Manager U. S. Army Corps of Engineers Regulatory Branch 6512 Falls of the Neuse Road Suite 105 Raleigh, North Carolina 27615 Re: Project No. 6.772260 Grade, Drain, Base, & Pave SR1174 (Allen Road) in Yadkin County, NC. Dear Mr. Jolly: In reference to the above project the Department of Transportation, District I Maintenance plans the following on the above secondary road project as follows: Sta 4+00, Remove existing 24" CMP cross line drainage pine and install a new 36" CMP. This 404 Permit is needed to improve safety of the traveling public. We are reauestina a 404 Nationwide permit (iii Maintenance) from your agency. If further information is required, please let me know. Your early review and consideration will be greatly appreciated. Sincerely, L.U . 0 . )? W. 0. Atkins, P. E. District Enaineer WOA/cb Enclosures cc: W. E. Hoke, PE, Division Engineer M. A. Pettyjohn, PE, County Maintenance Engineer Doug Miller, PE, Regional Engineer DEHNR Neil Trivette, Area Roadside Environmental Engineer Eric Galamb, Water Quality Certification Unit DEM (7) G btm tot hcfitoll tot NRfitbt4Wtbb pl;nflIT nEQUESTLb (hhovtot; NhfiioNWtbe pbn,111T i) t 3 JOINT t-otul Volt flAffbflWfbb pbOmITS t11AT ntoutnb ftoTtptcATfblt to stilt cohpS or tffdtifi;b1 h ftA±tbJJWibft 1hbnllITS tilAT n8o0f cb APPI,tcftloft Volt f3ECfifoft 402 CR11TIt^fchfitoft WfLlltfid•roll bts•rfuCT bNCIf1l3t: t wAtklt QUALtTy 1,LhNNtild t allpS bl l;flctNEt ns Ulvlsloff bir ENvitloltlitlIThL tlntl1\=1EfJT bePAltfHPllT of T11E hn11Y NC bl Phttfilltll-r bt EltvihOtMENT, 11EALT11, f;.d: bdx 1890 Alto IlAfUhAt, ftbsoUAct;s WiLllifi to11, NC 20402-1090 h.o. Uox jj595 hfiTNt t t;ShW-CO-C hhLbidll, HC 27625-t15J5 1-dibblt6fie (919) 251-4511 nTTNt tilt. JofrN bottNEY Teletihotic, )919) JJ3-50£33 b1ll (1) Copy 01; THIS C011PLETEU M,PLICATION 51toULb 8e. 9E14fi to TIIE CORPS of t lJdlN?Efts. f t;Vet,l (7) coptes SHOULD 8E sE1lfi to tilP, tf.C. btvistoN of eNVIflofiflt hfAL l1ANnCE11ENT. PLEnA3E hnINT. 1. bWNhs hntlEt /YC DC //YICN/ 2: bWNgns AbbnESS: po 80 Y- SSB, ?/ i'n/, NON-T// 0 11'N192BGz/ tl . btafJ ERS pNoNE fiullum (1101m) t (taonk) ! Q/o - 8 35- ¢ 2¢/ a. i hPf LtChhLtf } GPIIT'S 117\119 OR RPSPolls t13L8 C011POnt1Tt OP ICIAL, ADDRESS, P110142 HUMERI % S ?F D 's f3 4, 2/ 5. Ldthfitotl oi= WoRr\ (ttus•r AtThcN HAP). COUNtV! fn fftfte§•r tOW14 on CITYS V419/r-" 14 y,'//E Muttic Lbch•tioN (111CLut)6 none flulft3Ens, LAIJOMhttks, ttc. )I 51 HANt 61' CLosesfi STREhl1/nlv811! ?: ftlVlrfl bAStNt VA D /f-/ tl. i fillls ph(jJtCT LOCnTEt) IN A Wn•rEnsllEd CLASSIPtEU hS fihoUT, s7\, l1QW, onW, SiS t + bh Ws I l i YES ( ) No (..-r 9. IMP Atli 8tcTtan 404 pbntliTS BEEN PnevtoUsLY hEQUbsfieb i=on UsE oil Tills t'hopbftfiYf its ) ) 110 (l?- tE YM 9XPLh2N. id, Eottfthxf ii iOThL 11UIIUEn of Aches Or WA•rt:hs 01' ttlE U.§.; fNCLUbINC WErLAflbtl, LochtEb all hnoJECT sIT> t G cSS TiI?N o ?o /?c 7/©/92 -2- 11. NUMBER OF ACRES OF WATERS OF TILE U.S., INCLUDINC WETLANDS, IMPACTED 13Y THE PROPOSED PROJECTS _ t FILLEDt 'o/0 /n 7,:f - DRAINF,D: -0- FLOODED, -O - EXCAVATED: -O- TOTAL IMPACTED t 4 cSS 7-A w D•/DAc- 12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS) s 'eg QSC i4Nd 84t,,t S? // lit ??//cN /?Dl4D? Fieon1 S•E'//a3 To !)E/4o trtn 13. PURPOSE OF PROPOSED WORK: iM?/CO!/E S/4FC?l/ ANA ?/?vE -'e // 7 ¢ 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT T11I5 ACTIVITY MUST BE CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKER TO MINIMIZE WETLAND IMPACTS. _'s % 6 1014e-47 zlloz!?.j 191'?j 15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (IMPS) REGARDINd THE PRESENCE OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTI14G ENDANGERED OR THREATENED SPECIES OR CRITICAL ITABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED 13Y THE PROPOSED PROJECT. HAVE YOU DONE Sol YES ( ) 110 (X) yA,0k"l-J Qo• RESP014SES FROM THE USFWS AND/OR NMFS SHOULD DE FORWARDED TO CORPS: 15. YOU ARE REQUIRED TO CONTACT TILE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDINU T11E PRESENCE OF HISTORIC PROPERTIES IN THE PER}1IT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT? - HAVE YOU DONE Sol YES ( J HO tx) RESPONSE FROM THE SIIPO SHOULD BE FORWARDED TO CORPS. 17. ADDITIONAL INFORMATION REQUIRED 13Y DEN! A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON THE PROPERTY. b. IF AVAILABLE, REPRESEITATIVE PHOTOGRAPH OF WETLANDS TO bE IMPACTED BY PROJECT. C. IF DELINEATION WAS PERFORMED 13Y A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. D. IF A STORMWATER HANAGEHENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH COPY. E. WHAT IS LAND USE OF SURROUNDING PROPERTY? F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? u j. 511619-S OWNER'S SIGNATURE) DATE -v EROSION CONTROL DET.A11--,S ;1N t) yAar,,, ?o..,r, Std. 1t D?rri„k ( I 245.03 Tomporwy Sill Ditch -- ?;??-.- NIT .-45-.05- Temporary-. Diva-rsio?? 893.01 Temporary Sill f=ence ---------------------- -++f--+++-- ------ Vz - G 890.05 Temporary Slope Drain with Earth Berm vI - 8 245.01 Silt Basin Type A ------------------------ -0 y NIT - 10 245.02 Silt Basin Type B vi - 12 892.04 Temporary Rock Silt Check Type--A --- ----- -------- vI - 14 -895:10 Temporary Rock Silt Check- Type-13 - TI 16 -- ---- --- --- 892.01 Temporary Rock Sediment Dam Type-A vI - 18 892.02 Temporary Rock Sediment Dam Type-B ?) ____ VI - 20 897.01 Rock Pipe Inlet Protection VI - 22 g 894.01 Rock Silt Screen ................... ............. --`? -°°' _ -- VI - 24 F=l 245.04 Stilling Basin _._.._ vi - 26 Rock Inlet Protection: 896.01 Type A . -------------------------- A OR A J) ----- Vl - 30 896.02 Type B ............................... B uOR B ----- VI - 32 896.03 type C ............... ....... 3 VI-I March, 1993 `""}•"*, ;t`t i'Sk:F[? .Siiit?r-:"_?..'.{.'tl?v::=(7?.'L?v il-,:S?.w:?.",n1i:C'.A?.f,l??:f??i.:.1 .?.i??? :'.i'?..?,Sy:faLritu,?.??_,. r1. L ? 6 . t a IQ r ,?4? vl r y. " I W o.f V r ? I f? N I N ? 4 l .i. ti " Irr ? '1 i W? _i. v r` . 0 .3 ? r l / l ? y I , EROSION CONTE PLAN SHEET Silt Basin Type B's will be constructed to the dimension of six feet by three feet by three feet unless otherwise noted on the plans. Generally, the order of installation of the erosion control _----.--_measures _will_ be as:_ fol 1.ows:;_ Temporary silt-basins shall be installed before clearing and grubbing begins. Silt fences and temporary silt ditches shall be installed after clearing and before grading. Temporary stone ditch checks shall be installed as soon as ditchline is established. Pipe outlet and inlet protection will be done"as soon as the pipe is installed. Seeding and other permanent erosion control measures are to be implemented as soon as practical. RS Always SUPER toward ditch line as a temporary measure in this situation! I DITCH LINER S R , STATION STATION RT/LT ; TYPE LINER REQUIRED I I I I 12? ov I I I I I I ------------ --------- 1 I I - I , I -------- - ---------------- , , , I I I I I I I I I I I I I I t ---- - , , , I 1 I I 1 I 1 I I 1 ? , , 1 I I I 1 ----- - ----- I I I I I 1 ------------- I ------------ I 1 I I - 1 I 1 I i I I ---- ----- -- ; I --------------------------- , , , - i , I I I I I I I I ----------- ---------- I I I I - 1 1 I I ---------- - - - -- , , , i 1 I I ------ I I ---------- I ? I I 1 I I ------------ I ? I -------------- ------- ------ ------------ ------------ I 1 1 - I 1 I 1 I - I - ; I --------------- -- ; I I I I ----------- -- I ------------ -- -- - -- ------------------------ ----------------------- -------------- ---- - ; , - , ? I , I , I I I I 1 ---------- I 1 I - I , I ---------- -- -- - , , I I I I ----------- ---------- 1 I --------- -- ---------- , , 1 I ------------ I I ------------- - , - 1 I I ---------- - I ------------- -- I -------- - , ------------ ----------- - ----------- -- --------- 1 1 ------------ 1 ? I --.---.-.?_-_--- ? 1 f 1 I ? ----------- _---------- I I - I _ I I ? , - I ----------- I .------_--- .,- I I I ---------------- --------------------------- _--.--_----------------------- - , - , - 1 , I I I ' ? ? - - - - - - - - - - - - - - - - - I I v I ? -- - - - - - - - - - - - - I ? - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - I - Cl) (cL I? O Ln ) W r Q ? lL Q Itj LZ I J ? _Z ? 1 3 LLI OC , O LL ? > o = Il a ? Q Q ? Q w cl, or M f'1 i C. n (_ Y M x 25` 25 v ? I I 0 0 + -- . O O O ?? W W W 0 0 0 ct r M - - - i moo w ENO 16' PAVE + 6.5 00 ? ? s EX1,5T• \ Fo / EKIST _ 30 R\W / \ 30'R\w ?o ? a p 6 \ \ - --- 26 --------------- ? n q ? On 00 i. O a L LIJ co 9 ?_0o ;Ill _i ll N 8+00 v v N ? k ry) Q'I U _ 25 i ?-25 = -? 6+00 -6+00 C Ct C C N 3?"jCl?1 P ? ? L. I 1 !' 4-+0-0 4 },°n t _ ??.? 0O I to i s 0+00 ,s! \ S TA. 13 t 50 ,l t_ ENO of PRvsGcr 1x_1.00 0 0-1- 0 0 I (` ?. 1 Cc cl- O o Q__ CA_ N ? -N 1_v+0o i w 9+00 _ MA TCN L, l NE i i