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Home My WebLink About20190199 Ver 1_17BP10R112_Permit Package Wetland_20190128_201902131-II¢;h�vcly North Carolina Department of Transportation � SlUC1I7v1+i��F'r. ,...,,. Highway Stormwater Program •�' STORMWATER MANAGEMENT PLAN �� (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: SF-030019 TIP No.: 17BP.10.R.112 Count ies : Anson Pa e 1 of 1 General Project Information WBS Element: SF-030019 TIP Number: 17BP.10.R.112 Pro'ect T pe: Brid e Replacement Date: 1/25/2019 NCDOT Contact: Shawn Harris, PE Contractor / Desi ner: Sun ate Desi n Grou Address: Hydraulics Unit Address: g05 Jones Franklin Road 1590 Mail Service Center Raleigh, NC 27606 Ralei h, NC 27699-1590 Phone: 919 707-6725 Phone: 919 859-2243 Email: shawnharris ncdot. ov Email: 'dalton sun atedesi n.com Ci /Town: Wadesboro Count ies : Anson River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.15 Surroundin Land Use: Rural Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: Paved 10' lanes with 3' grassed shoulder section (6' shoulder section with guardrail) and Paved 9' lanes with variable width grassed shoulder and roadside ditches. variable slopes roadside ditches. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 400 Year: 2039 Existing: 200 Year: 2019 General Project Narrative: 17BP.10.R.112 is a bridge replacement project that involves removing Anson County Bridge #19, on SR 1710 (Allen Rd.) over Cedar Creek, and replacing with a 1@50' 21" (Description of Minimization of Water cored slab bridge with 4'-0" end bent caps. The existing bridge is 1@20' Timber deck on steel I-beam with vertical timber abutments. No deck drains will be used on this Quality Impacts) structure, reducing stream pollution associated with roadway runoff. Additional measures implemented to reduce impacts to the stream and surrounding properties include, maintaining existing drainge patterns, using 3:1 fill slopes, and discharging stormwater runoff as far away from the stream as is practicable. Further, rip rap is used at drainage outlets to dissipate energy and reduce erosion. Surface Water Bod 1: Cedar Creek NCDWR Stream Index No.: 13-21 NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None A uatic T&E S ecies? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? 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) �, N � . � 0 � � � ti ., � V W 0 � � � � • � � V � � O V C � a 0 s � a See Sheet 9A For Index of Sheets See Sheet 1 B For Conventlonal Symbols See 9C Sheet Series For Survey Control NOT TO SCALE OFFSITE DETOUR -L- STA.11 + 45.00 CLEARING ON THIS PROJECT SHALL BE TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WADESBORO. THIS PROJECT USES NCDOT R-R-R GUIDELINES. THERE IS NO CONTROL OF ACCESS ON THIS PROJECT. �� %��1� �IF ��I�I�� A1�1S01�1 CO U11lTY PERMIT DRAWING SHEET 1 OF 5 LOCATI011L• BRIDGE 1V0.19 0111 SR I710 (ALLEN STREET) OVER CEDAR CREEK 0.8 MILES EAST OF 11IC 109 TYPE OF WORK: GRADING, PAVI11lG, DRAIIVAGE, A111D STRUCTURE WETLAND SURFACE WATER IMPACTS PERMIT DOCUMENT NOT CONSIUERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLAIVS PREPARED BY: HYDRAULICS ADT 2019 = 200 Q D R M■ oRMP, �Nc. ENGINEER SO ZS O SO � OO 4235 SOUTH STREAM BLVD., SUITE 150 ADT 2039 = 400 LENGTH ROADWAY TIP PROJECT 17BP.IO.R.112 = 0.138 MILES CHARLOTTE, NORTH CAROLINA 28217 0� �Oqpy� (704) 332-2289 �y � K = WA % ENGWEERS 9uRVEYORS PIANNERS SCIENNSTS NC LICENSE NO. G22'13 �a,� �CJ� PLANS LENGTH STRUCTURE TIP PROJECT I7BP.IO.R.II2 = O.OIO MILES � o FOR a � D= WA % TOTAL LENGTH TIP PROJECT 17BP.IO.R.112 = O.I48 MILES HIGHWAY DIVISION 10 S7GNATURE: PE w� '� 50 25 0 50 loo T— 6 %* � n V = 4O MPH 2O78 STANDARD SPECIFICATlONS O MICHAEL D. HAGE, P.E. ROADWAY DESIG1v �'�, � P R O F I L E ( H O R I Z O N T A L) * T T S T = W A D U A L W RIGHT OF WAY DATE: rxorEcr Evcix�a ENGINEER �� p o�Q� l0 5 0 l0 20 FUNC CLASS = JULY 18, 2018 NAP oAN DE�WRNGHERE.I. �� p��Q RURAL LOCAL LETTING DATE: xcoor coxzncr. PROFILE (VERTICAL) SUBREGIONAL TIER MARCH 20, 2019 GARLAND HAYWOOD, JR., P.E. P�. D7VISfON BRIDGE PROGRAM MANAGER SIGNATURE: � 6 � � ro I 290 280 270 ; 260 ' — 250 240 230 0 s a ZZQ � *fl 3 � i �� Ha �� 210 � T I I BROOME PROPERTY GROUP LLC r° �� Fk� >, �'� � "�Rw �� \ BROOME PROPERTY FxsnH � GROUP LLC DETAIL 1 SPECIAL LATERP.L 'V' DITCH � No+ro s�oi�� Nafural � 1 �� Fill ��o��d ?;/ p F�o^�e� sione Min. D= 1.0 F. FROM STA.72+00 TO STA.73+25 -L- LT FROM STA. 12+75 TO STA.14+75 -L- RT FROM STA.15+15 TO STA. 15+75 -L- RT DETAIL 2 RIP RAP AT EMBANKMENT (Nofto Smle� lo'm Ditch 1.o'ml�. �1.5 Grode GFOTFXTIIf Type ofLiner= 10 TONS,CI'I'R'rFrRap / Geo�eiR'le= l0 s / FROM STA. 14+75 TO STA. 14+90 -L- RT � FROM STA. 15+10 TO STA. 15+25 -L- RT % \ / �DENOTES IMPACTS IN SURFACE WATER O TIAA TIMBERLANDS II LLC �-_ �. SPECIAL LATERIAL 'V' DITCH �SEE DETAll1 wl / � � � � �'�y� ��C � ��c5 ' REMOVE �\ �\F \ \ � � �\ a N� \ `R'�' CL 'B' RIIPTON F � �S'q\ \�� E� � � \ �� OREMOVE � � SEO A \\ � J5 P . 8.' _ G�� •r �� CORAZON LOPEZ FREEMAN SPECIAL LATERIAL 'V' DITCH \ \ SEE DETAII 1 SHOULDER BERM GUITER � FROM STA. 141-45 -L- LT TO BEG. APP.SLAB CLASS II RIP RAP � TO SHOULDER POINT �.�Q , � PUE rJO� ZrJ� O rJO� �OO� PROJECT REFERENCE NO. SHEET NO. �� 178P.1O,R,ll2 4 O RNJ SHEET NO. SCALE: 1��=�00� � ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER 06 ti APPROXIMATE LOCATION WATER LINE. TO BE INSTALLED PER DIRECTIONAL BORE 0 TIAA TIMBERLANDS II LLC DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED AUNS HEPAAED BY: ODRMP ��°�sE�o��E;a��,on;33zEzzas PERMIT DRAWING SHEET 2 OF 5 CLASS II RIP RAP TO SHOULDER POINT R �N� R,w � — 6"WATERLINE IANSON COIINTYI - -- --w---------_—\ � _---- — _--- -- ��_� . --- �� .L _ _ - - ` `�� O`' � � � � � � EXISTING R/w ` \_ �� STq,�e� FFRRY\ SPECIAL LATERIAL 'V' DITCH Rp \ SEE DETAIL 1 � RIP RAP AT EMBANKMENT O SEE DETAIL 2 � CORAZON LOPEZ FREEMAN �� _ STA, 11f70,00 � � ELEVo= 2560/8' � - —�-- -� EXIS7ING BRIDGE � � � - � � TO BE REMOVED � �� ` � � J � � � LOW S�DE � � Pl =12+75 -L- � � � o �ow CHORD � J � � El = 246.00 RT Pl = 13+25.00 N v �n o !�� i' oa � oro �/�6. �� EL = 245.02' M`� + N � o �n o N o BRIDGE HYDRAULIC DATA DESIGN D/SCHARGE _ 1800 CFS DESIGN FREQUENCY = 25 YRS DES/GN HW ELEVAT/ON = 245.0 FT BASE D/SCNARGE = 2669 CFS BASE FREQUENCY = I00 YRS BASE HW ELEVAT/ON = 246.7 FT OVERTOPP/NG DISCHARGE = 2200 CFS OVERTOPP/NG FREQUENCY= 25f YRS OVERTOPP/N� ELEVATION = 245.9 FT �a STA.16+25 -L- DATE OF SURVEY = ll-0/-20/7 W.S. ELEVATION AT DATE OF SURVEY - N�A � [�I: Si VC = 280 n n"� �� d' K 37 � W u n � r,� in N� N � � W R N n q n ii �'�8i� r�/q✓s� u n � W� W _ Pl =12+00 -L- /��2 � � � � 9 . � � � W El = 250.70 LT i� � �B�B� � _°_ (f)0.30 0% — J J I f-1/.42% � �)� � (_)1.90% N� J J J J A� f-1/.50% ki 3pl Pl =15+75 —L— * N � � — — — II—�0 ` (kl$• El = 24/.80 RT N �� O CL II RIP RAP _/ II II CL II RIP RAP II II i� h'j 3�1 NORMAL ' I� N 3:1 NORMAL � W N N M N REMOVE EXISTING CONC. � II �I II II REMOVE EXISTING CONC. qgUiMENT TO EL 237.5 . ABUTMENT TO EL 237.5 i� � � ......,.. ��' �W -'_ ' i� I ��'-i-n� i i 1 i-�-i�� I �i�-i-i-� i i i i i i-i�� 11+00 12+ 13+00 14+00 15+00 16+00 17+ Pl = 17+80.00 EL = 246.39' VC = 240' K = 37 � 18+ ELEVo= 254,52' _ i / / � / � � VII�Z�� - 280 270 �I 260 250 _. 240 230 _ 22� � 2�0 � 6 � � ro Type of L ner 10 TO eoie� le R� OPs FROM STA. 14+75 TO STA. 14+90 -L- RT FROM STA. 15+10 TO STA. 15+25 -L- RT � q � �� '� �� \� o, � � BROOME PROPERTY � � j cRauP uc \ � Aa ` s � � �� / , � � APPROXIMATE LOCATION �� F, � �� s�' `�'T;R'"`"•°'T`" � � �� WATER LINE. TO BE INSTALLED �� '—�o,�° � �� PER DIRECTIONAL BORE << � I �,a,j I� � ��/ ��\\ _� � � o / � ,,5 ��'`' � %� II �� U � �. r \�\ � �� REMO� I �y_ /� 1 � �� , � � 290 280 Nafural 1 �� FII \ � Ground ?:/� �O�Q� SIOPe � �\�)__'��\� �\! � �� -- � R � � Min. D= 1.0 F. REMOVE \ \ :: �� _ FROM STA.72+00 TO STA.73+25 -L- LT � �..;_-� �C��50�' ^ A �� FROM STA. 12+75 TO STA.14+75 -L- RT �py ��_ �-- FROM STA.15+15 TO STA. 15+75 -L- RT CORAZON LOPEZ FREEMAN DETAIL 2 � RIP RAP AT EMBANKMENT SPECIAL LATERIAL 'V' DITCH � �Horm s�ie� SEE DETAII 1 SHOULDER BERM GUITER � lo'mn. FROM STA.141-45 -L- LT TO o�mh � o.m �. �.s BEG. APP. SLAB GfOd° CLASS I P RAP � TO SHOULD�T GEOTEYTILf . . DETAIL 1 � ��'�� < 7 ^ � /TIAA > BERLANDS IILLC SPECIAL LATERP.L 'V' DITCH � �� I 1I �� \ 1 // _ , //K � �\\� � '� <k \ex r"c �w �� R� � /\\`\\\\\� �� % ' � �`� U � � 1 j �� j �"�� No+ro s�oi�� _ � 270 ; . ELEVo— 2560/8' � ` \ � Pl =12+75 -L- 260 - _. - _ _ _ _. . __. -_ � � El = 246.00 R. / �� 3 \ 250 240 � ° 230c 0 U O s a 22� � *fl 3 � i �� —� Ha �� 210 � T I I BRIDGE HYDRAULIC DATA DESIGN D/SCHARGE _ 1800 CFS DESIGN FREQUENCY = 25 YRS DES/GN HW ELEVAT/ON = 245.0 FT BASE D/SCNARGE = 2669 CFS BASE FREQUENCY = I00 YRS BASE HW ELEVAT/ON = 246.7 FT OVERTOPP/NG DISCHARGE = 2200 CFS OVERTOPP/NG FREQUENCY= 25f YRS OVERTOPP/N� ELEVATION = 245.9 FT � STA./6+25 -L- DATE OF SURVEY = ll-0/-20/7 W.S. ELEVATION AT DATE OF SURVEY - N�A ��\\, ��:.. BROOME PROPERTY .� GROUP LLC i � � ��.:, �\ � "� � � DENOTES IMPACTS IN �� -� � SURFACE WATER ro � . e, �� °� ` �"�� \�� j �� _ �� ' ' � �� I�ilAk, IMBERLANDS II LLC � ✓ �� Si /� P/ _ F% _ ...................� ..................� ...................� ��I iiiiiiiiiiiiiiiiiiii ��i iiiiiiiiiiiiiiiiiiii ��i ��i ��i ...................� ...................� ...................� � < � - -� EXIS7ING BRIDGE � � � - � � TO BE REMOVED � J � � � LOW S�DE _ p � LOW CHORD Pl = 13+25.00 * v � o ! � � EL = 245.02' M`� +� � o VC = 280' u n"� N "� K = 37 �W u n �� W �rN �CtA55 II RIP �P-�� ( �� `�- �j ��1�� S ( / � SHOULDER�OIN�3r � tr- / �// / \ � � ( � I / � \ �� I I��,i , " .' .. . . cxs iN \ � ' > '-' �_�"i.— __. —_�t�,�r -- —�a�--'3¢sFEfiLJIl�I .. . 6HM1t�� - / -- — — �\ � � _- --�� vis N�F�� t�.� 'v. —T.— —_. . �. .. . � - �, , �� /..,. � � �� / �� / / � � " SPECIAL�E/tIA�'V DITC�da� (\' � � I I � � I I \ SEE DETAIL 1 n j\ \ RIP RAP AT EMBANKMENT / \ \ j _ . SEE DETAIL 2 � �� ` / /1 l , 1 , � � ,.S I .,�'>��. �� ,z� i I � y � �� I� �� CORAZON LOPEZ FREEMAN � � � �� _� __ � , '�;,�;�7��, ��,��;;�, � _-�-- � ,;,� ., „ � �� n \�lu � � �2 a , � � � �u , �, � _ 91' . — i � �B�Bi — - - — (+10.30 0% — J J I f-1/.42% � �)� � (_)1.90% * N i, o � o A� f-1/.50% - k' ' I�0 :` �kl$°�� El =l 24/.80 RT N � M � O CL II RIP RAP _/ II II CL II RIP RAP II II i� h'j 3�1 NORMAL ' * N N � a:i Noan�n� � W N M N REMOVE EXISTING CONC. II �I II II REMOVE EXISTING CONC. qgUiMENT TO EL 237.5 ABUTMENT TO EL 237.5 � W � W i� I r�'-i-n� i i 1 i-�-i�� I �i�-i-i-I i i i i i i-i�� --- ,--- ,-- - -�- - - � �_ , - -- , -- - �---- -�-- --� —_ T _ ; --- - -� 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+ Pl = 17+80.00 EL = 246.39' VC = 240' K = 37 � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED AUNS HEPAAED BY ODRMP ��«°�sE�o��E,a��,on;3zEzzas PERMIT DRAWING SHEET 3 OF 5 �� STqr,�,�eqR ��RRY\ Rp ELEVo= 254,52' _ i / / � / � = 280 270 �.II �: I 260 250 -.I 240 230 22� _ I 2�0 rJO� ZrJ� O rJO� �OO� PROJECT REFERENCE NO. SHEET NO. �� 178P.1O,R,ll2 4 O RNJ SHEET NO. SCALE: 1��=�00� � ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER 06A� V 18+ � VII�Z�� 3 � > � � � a V N E 'S T,.. OO X �� /� DENOTES IMPACTS IN SURFACE WATER � �� 12.5' 6.25' 0 12.5' 25' SCALE: 1" =25' 0 � ` �� `� ✓ PROJECT REFERENCE NO. SHEET NO. l7.BP.lO.R.Il2 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dNC�Ng1�1L1E lE Il�1L�NS DO NOT USE FOR 8 W ACpUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 5 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 Fillln Fillln 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 14+93 to 14+97-L-RT RIP RAP AT EMBANKMENT < 0.01 9 TOTALS*: < 0.01 9 0 0 *Rounded totals are sum of actual impacts NOTES: Utility impact to be directional bore 2018 Feb