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Home My WebLink About20201506 Ver 1_B-4407 Final Permit Drawings_20210211 Highway North Carolina Department of Transportation +7` Stormwatef', Highway Stormwater Program a STORMWATER MANAGEMENT PLAN ''4,0,„,°°f� (Version 2.08;Released April 2018) FOR NCDOT PROJECTS WBS Element: 38356.1.2 TIP No.: B-4407 County(ies): Stanly Anson Page 1 of 3 General Project Information WBS Element: 38356.1.2 TIP Number: B-4407 Project Type: Bridge Replacement Date: 1/29/2021 NCDOT Contact: Tierre Peterson Contractor/Designer: Jon Ford,PE Address: 1000 BIRCH RIDGE DRIVE Address: 1800E Associates Lane RALEIGH,NC 27610 Charlotte,NC 28217 Phone: 919-707-6488 Phone: 704-357-0488 Email:trpeterson a@ncdot.gov Email: City/Town: Norwood/Wadesboro,NC County(ies): Stanly Anson River Basin(s): Yadkin-Pee Dee CAMA County? No No Wetlands within Project Limits? No Project Description - - Project Length(lin.miles or feet): 0.55 Miles Surrounding Land Use: Undeveloped Proposed Project Existing Site Project Built-Upon Area(ac.) 2.3 ac. 2.0 ac. Typical Cross Section Description: 2-lane undivided 2-lane undivided Annual Avg Daily Traffic(veh/hr/day): Design/Future: 4900 Year:2040 Existing: 4100 Year: 2020 General Project Narrative: B-4407 involves the replacement of the existing bridge 70 on US-52 over Rocky River and 0.65 miles of roadway improvements.The existing typical section is a 2-lane (Description of Minimization of Water undivided facility consisting of 12-foot travel lanes. The proposed typical section retains the 2-lane facility with a new alignment to allow the construction of the new bridge while Quality Impacts) maintaining the existing. Jurisdictional features including wetlands and a crossing of Rocky River are present within project limits. The proposed roadway improvements will require ditch realignment and the addition of new drainage systems to convey runoff at the ends of the proposed bridge. Rip Rap pads were used at pipes outlets throughout the project to reduce water velocities into wetlands and jurisdictional streams. The Sediment and Erosion Control Plan for B-4407 has been designed using Design Standards for Sensitive Watersheds(DSSW)criteria for jurisdictional streams flowing into the Yadkin-Pee Dee. DSSW designation requires special procedures to be followed for construction activities within 50'of each designated stream.Post Construction Stormwater Program will be implemented throughout B-4407 to the maximum extent practical. Waterbody Information Surface Water Body(1): SG-Rocky River NCDWR Stream Index No.: 13-17 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SG Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Highway North Carolina Department of Transportation Ctnrminrsatep, *m �,„ Highway Stormwater Program STORMWATER MANAGEMENT PLANc.7.:spic_---,.) (Version 2.08;Released April 2018) FOR NCDOT PROJECTS WBS Element: 38356.1.2 TIP No.: B-4407 County(ies): Stanly Anson Page 2 of 3 Additional Waterbody Information Surface Water Body(2): SF-UT to Rocky River NCDWR Stream Index No.: 13-17 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SF Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Surface Water Body(3): SH-UT to Rocky River NCDWR Stream Index No.: 13-17 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SH Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Highway ill North Carolina Department of Transportation 44i StOY171w Highway Stormwater Program ` g STORMWATER MANAGEMENT PLAN (Version 2.08;Released April 2018) FOR NCDOT PROJECTS WBS Element: 38356.1.2 TIP No.: B-4407 County(ies): Stanly Anson Page 3 of 3 Swales Station&Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface I Width Slope I Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Water Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 5 Sta.12+00-L1-Rt. (1)SG- 2.0 6.0 4.0 0.5 50 250 0.49% 1.3 No No Sta.14+50-L1-Rt. Rocky River 4 - Sta.14+50-L1-Rt. (1)SG- 0.0 6.0 4.0 1.0 100 550 1.49% 4.0 No No Sta.20+00-L1-Rt. Rocky River 4 Sta.20+00-L1-Rt. (1)SG- 0.0 6.0 5.0 1.3 130 150 2.77% 5.0 No No Sta.21+50-L1-Rt. Rocky River 4 Sta.21+50-L1-Rt. (1)SG- 0.0 6.0 4.0 1.7 170 200 2.76% 6.9 No No Sta.23+50-L1-Rt. Rocky River Sta.23+50-L1-Rt. (1)SG- 5 2.0 2.0 I 2.0 3.1 310 707 4.10% 9.6 No No Sta.30+57-L1-Rt. Rocky River 6 Sta.37+74-L1-Rt. (1)SG- 0.0 6.0 4.0 0.9 87 76 4.22% 2.8 No No Sta.38+50-L1-Rt. Rocky River 6 Sta.38+50-L1-Rt. (1)SG- 0.0 6.0 2.0 0.9 87 50 4.68% 2.8 No No Sta.39+00-L1-Rt. Rocky River 6 Sta.39+00-L1-Rt. (1)SG- 0.0 6.0 4.0 0.5 47 350 4.45% 2.1 No No Sta.42+50-L1-Rt. Rocky River 6 Sta.42+50-L1-Rt. (1)SG- 0.0 6.0 6.0 0.5 47 250 3.99% 2.1 No No Sta.45+00-L1-Rt. Rocky River 4 Sta.13+50-L1-Lt. (1)SG- 0.0 6.0 6.0 0.2 19 100 0.71% 0.8 No No Sta.14+50-L1-Lt. Rocky River 4 Sta.14+50-L1-Lt. (1)SG- 0.0 6.0 4.0 0.5 47 150 0.43% 1.4 No No Sta.16+00-L1-Lt. Rocky River 4 Sta.16+00-L1-Lt. (1)SG- 0.0 6.0 4.0 1.0 95 150 1.17% 2.5 No No Sta.17+50-L1-Lt. Rocky River 4 Sta.17+50-L1-Lt. (1)SG- 0.0 6.0 4.0 1.9 191 500 2.48% 4.7 No No Sta.22+50-L1-Lt. Rocky River 6 Sta.37+50-L1-Lt. (1)SG- 2.0 6.0 4.0 3.0 298 250 5.81% 6.1 No No Sta.40+00-L1-Lt. Rocky River 6 Sta.40+00-L1-Lt. (1)SG- 0.0 6.0 4.0 1.9 186 150 5.42% 2.4 No No Sta.41+50-L1-Lt. Rocky River 6 - Sta.43+00-L1-Lt. (1)SG- 0.0 6.0 5.0 1.4 141 100 4.63% 1.9 No No Sta.44+00-L1-Lt. Rocky River Additional Comments 1TOTAL Soo Shoos , For Index of Sheets STATE OF NORTH CAROLINA STATE STATE PROLE, NO. 8�06T A SHEETS • ' II•tl'°. ' N.C. B-4407 Illip , �4, 6 '. DIVISION OF HIGHWAYS TEPROLNO. F.�FRe..NaDESCRIPTION Qorokr4iottillh i '��,� NowooO38356.1.2NAPE 38356.1.2NARNV & UTILITIES Z1934 /' oRm38356.1.2 NA CONST. Izz * . ti, 7 Ni ANSON /STANLY COUNTIES O .\ ,k4>_ 627 \ 141" \.... 1 q 1�ti‘ I iitINI•Mg I��t 1 4 °4 . PROJECT LOCATION: REPLACE BRIDGE NO. 030070 OVER f��0��Ralo��lj�4e�,.t, ��co �� LOCATION >t��+� M� ROCKY RIVER ON US-52 Ir lboriskwe/lmprit�adoo A. - 1 ,,,,K, ti Ni&Axer, viPirl • • TYPE OF WORK: GRADING,DRAINAGE, PAVING,AND STRUCTURE INA E °North stielina s, V Aless _ v& uT ee ness 067.8901 . ' Vaughn&Mellon Knoov5800 W865 Consulting Engineers Middlesboro, rtAsh Carols a os 298°6600 O VICINITY MAP w.T.Se) WETLAND AND SURFACE WATER IMPACTS PERM . ' North °12' ?`�°�..,d°Spartanburg, Plisl PERMIT DRAWINGS 1 OF 6 Eill4 SITE 7 SITE 5 SITE 4 —NP 200� PERMIT DRAWINGS Viol NPo " � , In I r 6 1-29-2021 BEGIN BRIDGE z› J —L— STA.29+68 ± ` Z1< I o 00 1 )I .4.,4 0 0 en i I i '4 W TO NORWOOD —-- 3. BEGIN TIP PROJECT B-4407 °eo‘ ;h — -L- BRIDGE# 0:0 7 -L- STA.II+50.00 _ °kr-' us sz ---. ' I Y z ,/I END TIP PROJECT B-4407 �j\,\`'. / -L- STA.45+65.00 Pv'S SO I / SITE 3 END BRIDGE SITE 6 —L— STA.34+93 ± SITE 1 SITE 2 DESIGN EXCEPTION REQUIRED FOR MAXIMUM VERTICAL GRADE -L- STA.34+35.00 TO 43+75.00 ff) DOCUMENT NOT CONSIDERED FINAL fr-Er THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. UNLESS ALL SIGNATURES COMPLETED • CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD. Prepared In the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH VAUGHN & MELTON *0 ADT 2015 = 3900 1318—F PATTON AVE. LENGTH ROADWAY TIP PROJECT B-4407 = 0.548 MI ASHEVILLE NC,28806 * 50 25 0 50 100 ADT 2040 = 4900 FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS ®o @d0RT� I 1 111 D = 60% LENGTH STRUCTURE TIP PROJECT B-4407 = 0.099 MI 2018 STANDARD SPECIFICATIONS a�� ,,---- 4, °®o *0o PLANS K = 9% TOTAL LENGTH OF TIP PROJECT B-4407 = 0.647 MI REECE SCHULER, PE, PLS RE. PROJECT ENGINEER SIGNATURE: M n 100 50 0 50 100 T = 22% RIGHT OF WAY DATE: m w 1 11 *UST =8% DUAL =14% MAY 20,2019 ROADWAY DESIGN J � � JOHN LANSFORD, PE ENGINEER � oC PROFILE (HORIZONTAL) FUNCT. CLASS= PROJECT DESIGN ENGINEER ��°P 4WA n8W O 10 5 0 10 20 PRINCIPAL ARTERIAL LETTING DATE: 8088� MAY 19,2020 DAVID STUTTS, PE � » ` PROFILE (VERTICAL) A REGIONAL TIER NCDOT CONTACT P.E. ::: �,' /� JL SIGNATURE: /L 0' PROJECT REFERENCE NO. SHEET NO. 0 co WETLAND & STREAM IMPACTS PERMIT DRAWING BRAWSHEET NO. 2A SHEET 2 OF 6 ROADWAY DESIGN HYDRAULICS —44 ENGINEER ENGINEER Op1 INPV a DOCUMENT NOT CONSIDERED FINAL D UNLESS ALL SIGNATURES COMPLETED \ C3' % , Z. • z � • 1 , 0 0 '2•. ).. I REBAR u = zii 3Ub' I v 5 L = 1A26J2 \ BILLY FR�KLIN LEE T = 520.38' N SE _2.5000A0' �o I n� oB 5T5 PG IDI I�IW'� P', Ds = 60 mph P ABUTMENT ,n I EST.11W NS S II RIP 1 ¢ O 0 o EXCAVATE TO -"T'H PR OSED EN I 1 • ABUTMENT EST.3, LAN ABUTME 1 GAYLE J COLE EST.630 TONS CLASS II RIPRAPCY CAVA O _ I DB 256 PG 134 ',CAVATE TO MATCH PROPOSED END BENT AND ABUTMENT \''; SEE '�L 1 HIS 'T 1 DB 256 PG I38 EST.2,900 CY EXCAVATION • "' I 1 SEE DETAIL 1,THIS SHEET •,m //jE )� I N WLB- • P MIT I WW II _ - WDODS I PE ITE5 z1 �� ) 0j �, 0, ejM, :: PERMIT SI o �R W SITE 7 jiVZ EN W \ = -- .� N I17°ES'12"E 4OR PIPE _' 40LF II756'PORA. / - - - .1 OOD S EXIST RNJ SBG STA.29+18.00-L-LT 1�Ik -- ilik \/�_ ; S R°5'I2'W W TO STA.24+69.11 BEGIN BRID it i■X.^L — 209.I2' i/;�i 1� W 19.89-L- w — w EXIST RAN 44 0 0 p\ �/ =2913' �+ GRADE TO R=5815' /1 F - I •I • I ar i._-___ '501��/�� O .."411 S� / DRAIN i——---+i- — C — I a DST coNCl ' O SOT_-T ..L 6_ T• / N' '•• EP i W C ---- —— — —YJ/coNc _S r 1!S!fC/GT? s: i �I oNc �l f •.• .+. �_ '— 29'BST cONC CURB ❑ Fir AV ��_ AM' M _,..„..a., ,I.' CONC CURB MOM. �e O _ CONC CURB /• �//J�� .gy/ �//� N —r_r—y _T—r—i_-- - R _ 'a a L., �� G3 �� I. T� II CONC CURB , O X. � '1`l:.I .n4Y MITAK_ _ /�I 'LA`FORM pry y;__ LEI ..11111 I:fY �I r4 E — 1 -III'/�'\ CoTORIC yii M 15"RCP-III 15"RCP-III 5"RC - �' —�•taru::ur're 1 // C ;� EDTB 2G OO - - -. .. .. -. .. - 1 /I�// v _ __ WOODS LrLLuuLL .r 1 EN ... LLLLLLLL • � �.,LLL.LLLLLLLLLL Mg:: Wy filf -,,I eLL LL.r•r.L Fr Ex iw R=2763' W II -'-.__ aZ'1 at LA _- ♦ SBG STA.24+68.00-L-RT _ • ~ -L- PT 5/0.25+71.11 I TO STA.24+69.11 BEGIN BRIDGE I �✓`y a INK frs ', .4 �--PUE PUE PUE PUE PUE PUE PUE PUE PUE 'PUE / •• , N W+23.93-L- +71.11-L- P PUE '' PUEeVi* EXIST R'W LATERAL BASE DITCH • / e w � E PUE 75.00'RT. SEE DETAIL A NI U iwic,-6 TEM,• 'RY PIPE= 44 LF 4.4 ti O a ® "ERMIT GAYLE J COLE a TO OF L- OLI DB 266 PSG IU3B a PE MIT ': ''�187 H�,,5 , SITE 3 v SITE I � ; ti a2 1(/ Y'• \ n , ,„ i . .. . 2 . . RIP RAP AT /CASSA IRA LEE$TON ' . ., DENOTES TEMPORARY • . I EMBANKMENT BT / & JAB LE AT501) /j/i:'r/ IMPACTS IN SURFACE WATER m / PERMIT 59 PPPG 271 DENNOTES I PACTS IN SITE s /�/ , SUFACE �ATER / I. • fA i 1 / } z LATERAL BASE DITCH DETAIL B ME (Not to Scale) RIP RAP AT EMBANKMENT L (Not to Scale) Natural I F_ 10'min. **.EA 50' G' 50' UO' 5G' Ground ?. lht Fill rel W[yti ■ ■ ■ ■ ■ d Slope Ditch 1.0'mi 2' fHE ■ ■ ■ ■ ■ Grade N�Q GRAPHIC SCALE GEOTEXTIIE Min.D= 1.0 H. >fA¢ Max.d= 1.5 Ft. NULL B= 2.0 H. GEOTEXTILE f9fHU 6= 5.0 Ft. *PH,, Type of Liner= 396 TONS,CL B Rip-Rap Type of Liner= 75 TONS,CL B Rip-Rap H[9 A Geotextile= 766 sy _ GeoteMile= 1LB sv / �� FROM STA.23+50 TO STA.30+58 RT FROM STA.30+58 TO STA.31+42 RT fefxta/ 0- PROJECT REFERENCE NO. SHEET NO. O' Y WETLAND & STREAM IMPACTS PERMIT DRAWING B GRELY NO 2B SHEET 3 OF 6 �- ROAENGIN ER IGN ENGI EERS o: a o1 T DOCUMENT NOT CONSIDERED FINAL - P UNLESS ALL SIGNATURES COMPLETED ' \ DIII ' '\ * 11 \ z\Cil, e I�Ijilyl �� tf, \ it , I1 '.\ cO\S b li 1 �� d .� II 1 REBA' II i , �I ry T�..11 L LE * ('c,ii'l„ ' 13 '1' (:' �� ' e 1,, BUTM � II . ��,1. EST.1114\ Bra •i 1 1 AVATE TO • 1 1.r• D E I • 1 <1t.)\ \ /24\ _ ABUTMENT dl 1 GAYL J C E EST.631 TONS CLASS II RIPRAP �` EST I I DB PG'" CA - TO MATC PROPO ED EN• BENT AND ABUTMENT 1 ,mayy 1 EST 2,900 CY EXCAVATION 1 SE iu 1' " / „ ', I 'EE DETAI 1,THIS SHEET ��,� ��/j 1 ...�._. AAA"' ''n�G :T :\ ' ' ff 1�,1 t'''1 II W It\ , ' 0 B • PG ' , 'fl OODS :, 1.fi 1 IIFIIr \�, /�111 W `T: ✓ 41�1I V I t II I I1iiJi s _' . TEMPO' 'YI'I. 1 17 V tlk ii .— iirtilli.,--1.4..;01. 41.---- .....----- „, ,Artx..z._:.-ign_w ... c:::; " Ilk ...___.---- ----_----40----- M - �� III,I _ONc� � � rd:011' 4- (' � ',�IIIIf 1 C CU-- �,.rr.i:::iii.rrr..:..n. C rim_ (V _itta _ .. i: �,_ III T, ��Tlliry�—.t �—�/•��jl ��ll IIII��ONC CUr` I. ; Le ri1 IIIIl1��og�T►�_' �/y��//d.►1iL'11ii11\\O`rlS1l4 i„ �' ___ _ ._ __ _________,___ — �_�, — �111111► 11111"IIII llar tiO�1�y ar-im Iura�� I M _ �. „."""P". Co)7E-, � ��-- 75"RCP III 15" - �� _...._ vo � (1A II ' :`21' *-i.:..i. i.: iiik �� \✓ �.�_ ��.., /Dlllllth 1 �111171'tlIS:,:14 ��fly"A ��1. « AM ��:�� //� ■ llllllllf� hp r�l�� _A - I-1 ®� c E to�5+ lJl �.. . ��i�vi';' i �� b��:' W • P E 'R' PUE P PUE PU 1 ° �� i ,�//Ul �� .. MTI r XIS +71.t-L- LAT.'.£:.SE .IT A PUE I�li�� ) i NI%PUE � I �� TI'VI 75.r.0'R7. ;�i; -40,17EM-.� I IIt�0 i!III I ,1 a NAYLE COLE - ,gyi F.ENA , p,„ L pF L L L. `pigZ ,PG 134 fA � k ,\ �O� 1 � V ,1,fi IP-WIP \ '1,\ , .1) - - --, .-;:,\,,,\ i, , I, ,.J ffri I' j;KMEM ;IL: v10 L1 • /��NOTES TEMPOR Y --sE 4 77 L B +: r v),i Ij//%' IMPACTSIN SURF�CE �ATER �� PER' i '11 its► d R SIE6 ii � ‘ : //1111110111 DE OYES I PACTS IN IV.1^,N. �� I II, II; J 744 � /, SUFACE y�jATER 111,11J/14)/ nrt.' ,fi: 11 'Pk, ' �', i, 1,,, Z ,/ .../ ' II" j, f ,,', ,4. . _ • a LATERAL BASE DITCHTAIL A RIP RAP AT EMBANKMENT `P\,\\\fe 6 i'e_ 10'min.5C' 50 GG' 5G' Ground ?. Fill�� ■ ■ ■ ■ ■ d G lht. Slope Ditch 1.0'mi 2 N�Q GRAPHIC SCALE GEOTEXTILE le Min.D= 1.0 Ft. Max.d= 1.5 Ft. }�� B= 2.0 Ff. GEOTEXTRE -.0 6= 5.0 Ft. MM- Type of Liner= 396 TONS,CL B Rp-Rap Type M Liner= 75 TONS,CL B Rip-Rop H[9 A Geotextile= 766 sy GeofeMile= 116 sv / e\ **� FROM STA.23+50 TO STA.30+58 RT /��M VA 30+58 TO STA.31+42 RT I Rya/ m PROJECT REFERENCE NO. SHEET NO. ,,,- WETLAND & STREAM IMPACTS PERMIT DRAWING BRMOER SHEETNO. 2C / SHEET 4 O F 6 ROAEDWAY NGIN DESIGN HYDRAULICS ENGINEER 111.111. - o CAUSEWAY PHASING -001:75— I / m , ,s. WLB ` „„o� \ I IDOCUMENT NOT CONSIDERED FINAL PERMIT / m UNLESS ALL SIGNATURES COMPLETED SITE 7 7) I — — — — _I PERMIT r-) H4 40 LF OF PHASE III CAUSEWAY c PHASE IV CAUSEWAY SITE 4 TEMPORARY PIPE PERMIT SITE ~ OOO�O ACCESS '� OO CLASS II 0 ACCESS �� 00 CIP RAP O ROAD �O O ROAD o t_ O , g 0 000 O O OOOoO , -r �:� - + T s •14 �� DEMO %� DEMO / EXISTING DEMO I I EXISTING SUBSTRUCTURE EXISTING STRUCTURE I ill I II II (TYP.) II S S . I STRUCTURE U I _ 4 rs /�� I W.P.45 W.P.41 STA.33+89.11 -L- W.P.#6 STA.29+69.11 L -L- \ / BRIDGE I.D. STA.34+94.11 -L- [STA.32+31.61 -L-/ 4 TO i � I T 0 SR 1627 STA.30+14Wii`-Lz A 0 W.P.43 W.P.44 I 00 SR 1934 STA.31+79.11 -L- STA.32+84.11 -L- ► /// OGAO O P O i u o� p �00 ACCESS / O ACCESS O� O ROAD of O ROAD ot- 00 )O ,� OOO ti ti PHASE I CAUSEWAY PHASE II CAUSEWAY l PERMI7PERMIT PERMIT'SITE 2 4 4 L F OF T SITE 1 TEMPORARY PIPE SITE 6 'PERMIT PLAN SITE 3 NOTE: NO MORE THAN ONE TEMPORARY CAUSEWAY WILL BE IN PLACE AT ANY GIVEN TIME OR NO MORE THAN 50% OF RIVER CHANNEL CAN BE IMPACTED AT ANY GIVEN TIME WITH t A CAUSEWAY. / \ z PORA RY ry/ IMPACTSNOTES IN TE M SURFACE WATER�� i ; '40' 0' 40' 2C 120' nrX , ■'APHIS SCALE/% Y� / SRFEWMTESIN '.. DENOTES AR /f9N-U AG/e .446 44.ff ' I PROJ.BREFEEREENOCE NO. SHE3 NO. N 30 -- 00 31 + 00 32 - 00 33 - 00 34 - 00 35 - 00 260 - - , PERMIT DRAWING I NCDOT Fl = 6�45o0C� SHEET 5 OF 6 STA. 32 + 0 PERFORMANCE TABLE p = 236 87 IThl -- 2717C. 5L 10-' 54' P/S bIkDEK BRIDGE FREQUENCY F - / l0yr. 25yr. 50yr. 100yr. 500yr. V - 500 L 232,08 W, CAPS AND SLOPING ABUTMENTS 250 /C = 455' SKEW = 90° NATURAL 220.8 222.9 224.4 225.6 228.3 _//� 250 7 _ /37 G.P. = 236.24' EXISTING 221.0 223.1 224.6 225.8 228.6 D f5 mvh Ps - 60 mph PROPOSED 221.1 223.2 224.7 225.9 228.5 1 . b 103.02 FT.F(�ROMIOUS FACE OF BRIDGE �11�� N BRIDGE STA. BEGIN BRIDGE STA. - 34 93.58 29 +68.67 I 240 EXIS-ING ROAD T 240 1OTWSEL =237/ EXISTING BRIDGE li _\7_ ----------- I a nisr 1 __ 100 1 R FtMA BFE B 1 230 i(+)0.5474i = , 227.0' - -�, / 230 _ 50 YR WSEL 100�225.9 YR SEr - I ' /�-_i/ LOWEST I = 224.7' �7 _ I CHORD - - r _ 220 . __ ,�� _ if 220 \ ft � ^\ v� I I 1� ^.' / = EXISTING GROJND N` I> I I -! py /t ' I -�- -- PERFORMANCE TABLE 210 KEY IN CLASS II - , , \ �x Al / RIP LAP 3.5 FEET \ X I 1111 I i - y 100yr. 21 `, i I DUPLICATE EFFECTIVE 227.1 \ - 11111111P=lidIllli N. i i YR YS• /) CORRECTED EFFECTIVE 227.0 \ / I I ' Ys: 9.• // REVISED 227.0 \ / i \ / ` i SECTION 23640 -2-00 `N I IOC Y cx YK 5. 5,5 I 103.02 FT. ROM US FACE OF BRIDGE 201X / f G p0,,w,rnl,cG :,�,.I,,, } . CAUSEWAY , • ASE II . I I ELEV. = 1i9' � • Pd I r�• 11 mm1m IWS =140.9 II 1iV� I !!!... 1111111 IIIiii 1II 0 5:; . 111111111111111111111111116= m1 180 • ANSON/STANLY COUNTY N . PROJECT: B-4407 a-d US 52 R ^, BETWEEN SR 1627 (OLD US 52) Qh> . N�, AND NC 731 30 + 00 31 +00 32 - 00 33 - 00 34 - 00 if. - 00 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design _ (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L-31+24/31+89 RT Causeway 0.07 30 2 -L-32+75/33+50 RT Causeway 0.09 * 3 -L-33+66/33+79 RT Temporary Pipe <0.01 44 4 -L-32+37/33+46 LT Causeway 0.10 30 5 -L-31+28/32+37 LT Causeway 0.09 * 6 -L-30+89/31+28 RT Ditch Outlet-Bank Stabilization <0.01 10 7 -L-30+42/30+74 RT Temporary Pipe <0.01 40 (TOTALS*: <0.01 0.34 10 144 0 I `Rounded totals are sum of actual impacts NOTES: *The 30 LF of impacts from these causeways overlap with sites 1 and 4 respectively. NC DEPARTMENT OF TRANSPORTATION Bent 2<.01 Ac of impact DIVISION OF HIGHWAYS Bent 3<.01 Ac of impact 1/29/2021 STANLY/ANSON B-4407 38356.1.2 'Revised 2018 Feb ST TEET 6 OF 6