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HomeMy WebLinkAbout20190436 Ver 1_17BP.10.R.115_HYD_PRM_WET_SET_20190404_201904081 li�;hW�ly North Carolina Department of Transportation /���—, Stormwater I� � ,,,,.,,,,,, Highway Stormwater Program \9�) STORMWATER MANAGEMENT PLAN �"��%_�' (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: 17BP.10.R.115 County(ies): Anson Page 1 of 1 General Project Information WBS Element: TIP Number: 17BP.10.R.115 Project Type: Brid e Replacement Date: 3/20/2019 NCDOT Contact: Garland Ha ood, PE Contractor / Desi ner: Dean Lewis Address: NCDOT Highway Division 10 Address: HDR Engineering, Inc. of the Carolinas 716 W Main Street 555 Fayetteville Street, Suite 900 Albemarle, NC 28001 Ralei h, NC 27601 Phone: 704 983-4400 Phone: 919 232-6632 Email: ha ood ncdot. ov Email: dean.lewis hdrinc.com Cit ITown: Peachland Count ies : Anson River Basin s: Yadkin-Pee Dee CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.06 Surroundin Land Use: Woodlands/Farmlands Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.2 ac. 0.2 ac. Typical Cross Section Description: Lower White Store Road (SR 1252): 2 paved lanes (total width varies from 28' to 34'), Lower White Store Road (SR 1252): 2 paved lanes (total width 20'), shoulder width shoulder width varies from 3' without guard rail to 7' with guard rail in project area. varies in project area. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 340 Year: 2039 Existin : 240 Year: 2019 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Anson County Bridge #130 on Lower White Store Rd (SR 1252) over Big Branch. The (Description of Minimization of Water existing structure is a single span bridge (1 @34') timber deck on steel I-beams. The proposed structure is a single span bridge (1 @55') 21" cored slab deck w/2.5' deep caps. Quality Impacts) This structure has been designed to minimize environmental impacts using 2:1 side slopes with guardrail adjacent to jurisdictional features. Channel improvements were made for the proposed bridge design, the excavation associated with the channel improvements was kept to a minimum to reduce stream impacts. Three ditches are proposed on the site, all of the ditches are to be rip-rap lined due to stabilize the dtiches and minimize the chance of erosion. Waterbody Information Surface Water Body (1): Big Branch NCDWR Stream Index No.: 13-20-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Yes Comments: Habitat for the Carolina Heelsplitter exists in Big Branch. NCDOT biologists will conduct a survey of Big Branch before construction begins. NRTR Stream ID: Big Branch Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A 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) v ! � � • � • 0 � � � ., � V W � � � � � �J •� � V �\ � O V � 0 � � w � � � � o< r, zt �L e� ��� o�� Nm- ,�� � �. \ �� Q 8+ > � � ; � � > ) See Sheet 9A For Index of Sheets CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II ����� �ll" ����� �������� �������� �� �������� A1�1S01� CO U1�TY LOCATI011I: BRIDGE 11r0.130 01V SR 1252 OVER BIG BRA11lCH BETWEE11t SR 1233 A1VD SR 1238 TYPE OF WORK: GRADIIVG, DRAI11tAGE, PAVING, A111D STRUCTURE WETLAN D AN D STREAM IMPACTS � �Pp �0�� �P LOCATION SKETCH ���HDR Engineering, Inc. of the Carolinas dNc��[��,��°� ��,.��vs 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 � NOT usE FOR R�w A�oL�s�T�oN N.C.B.E.L.S. License Number: F-0116 DOCUMENTNOTCONSIDEREDFINAL UNLE55 ALL SIGNATURES COMPLETED P�epore0 for tl� Offlce of: H1'DRAULICS ENGINEER DIVISIOIY OF HIGHWAYS GRAPHIC SCALES DESIGN DATA PROJECT LENGTH sTaTE oF NoxTx CAROLINA ADT 2016 = 220 DIVISI0IV OF HIGHWAYS 20 �� 0 2� 4� AD.r. = 1000 Birch Ridge Dr., Raleigh NC, 27610 ��� P��WB�,� DHV = o�o LENGTH ROADWAY STATE PROJECT UBP.l0.R.115 = 0.052 MILES zois sznxnnxo snsciFrcarioxs ��'` ��'�� PLANS � �— % LENGTH STRUCTURES STATE PROJECT 176P.10.R.115 = 0.011 MILES srcNaruns: �E 20 10 0 20 40 7— 6��o RIGHT OF WAY DATE: DOMINIC M. WAINWRIGHT, P.E. � � V= 55 MPH TOTAL LENGTH STATE PROJECT 17BP.10.R.115 = 0.063 MILES APRIL 4, 2019 rxo�Ecr ExcrxEsn ROADWAY DESIGN ���� ��a� PROFILE (HORIZONTAL) ENGINEER �� p�pgg9� 4 2 0 4 8 FUNC CLASS = LETTING DATE: ALEXANDER D. SNIDER, P.E. LOCAL RURAL OCTOBER 9, 2019 PRo�scr nss,cN Eyc,xEsn PROFILE (VERTICAL) SUBREGIONAL TIER r.E. SCOTT COLE eE. S7GNATURE: D1VlSlON ENGINEER � � VICINITY MAP DETOUR ROUTE �NOT To SCALE) � � z 0 0 � E L � a � 0 0 � �w � � � o, m � z 0 � � E L � a �� 0 � 0 0 z.. ��� 0 Q� o< �, w� o� � �� WETLAND AND STREAM IMPACTS LEGEND II VI II VI II VI 0 ��� ��� i�� ��i--� DENOTES MECHANIZED CLEARING DENOTES EXCAVATION IN WETLAND DENOTES FILL IN WETLAND DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER / y /�. _� \ � y .. �. �� �'�` �........� .. �w�� �K � � � � � �� � � � � `,. � � � � ' k '� � �k �k -K -k � � � i � � � � � �-� � � � � , ! � � � ,K "�` ,K �" � '�` � �K , ,� � � � � �� � /F F= /K ,k �i= '.�.�� ,k � k �k �k �" � ' m� � � � � � � � � � � � � � �� � � � � � \ � � � � � � � � � � � � . � � � � � � � ,��� � 1 � � � � � � � � � � � � � � �� �� � � � � � �� � � � � � � � �,�������� � � �- � � � � � � � � � � �� �� � � � � � � � � � � � � � � � � � � � � � � �` � � � � � �� � � � � I �� � � � � � � �I � � � m�� ���`� � � � �` 3� � � '�� "`� �� �` i � � � � � � � � � � � � ,� � � � � � �` � � � � � � � � � � � � � � �� �� �� �� �`� �� �� i � � � � � ��` ��� 2'LATERAL k� �`� �`� �� �`� �� � BASE DITCH �� ����` ����` �� ^` �� � �� � ��` a I W/CLASS �����`���`������`� ������ B RIP—RAP � � � � � �, \ I � � I � I ��' f �// � � , // � � .; "i — /�! ��� �'— — � . � � ___ � � � —� � �r T _ � �- � f ,�, � F �� I (/1 1 Iv, � � t � . 7 � �— �_ . . � j,. -' � � � � � � ��� � —w,� � � � � R �� � � � � � � , � � � � � � "` i �IC ^` � - � � � R (� � � i ; �� � _ , `� � q. . K 4 _ . ' F . ., � _. . , � � .. _ . _. _ �. .. ,f- � _ _—� F �— � / � / T8 2 G I _ _ _ _ _ _ _. � . <-�- � { .._,.. -, I ____, F v 18'�RCQ�1L � F. , . i. � n���� � _ � ' ..-.._ , . C _ 1 I ,,,� �� �� �/ _��� ,_ R ` � � — / � � � — � � / �1 Jcl I �� � �o� o _� —, -,lo j� j I � I i i;, � ��� � � 1 I I� —, Uol � � I l�/�1,�_.� �� � �// I ,. � i� �� �� �' � � � , � ��,� � 2' LATERAL � � � BASE DITCH W/CLASS B RI P—RAP RI P RAP AT EMBANKMENT SEE DETAIL 'D' I I I I _ _ — .__ � � �� _�� 4' LATERAL BASE DITCH W/CLASS B RIP—RAP \ � \� � � F � — — � i ___.._._ F — � � — — � � ____ ...._... ...__. ....._.... F _ ......, .. :^..�� m I A I � i I \ � ��� ��— � \ I I I; /; DETAIL D RIP R,4P AT EMBANKMENT (Notto Scale) io•m�,,. Ditch �,0'min. Grade �'S GEOTEXTILE Type o4 Liner- Class I Rip-Rap ROM STA. 15+25 LVRT TO STA. 15+35 LTiRI FROM STA. 15+60 LT TO STA. 15+70 LT 20 �o 0 2o ao GRAPHIC SCALE � / 9 �� �i � � v � 2 , , , , RI P RAP AT �EMBANKMENT SEE DETAIL 'D' 3 SITE 1 SEE ENLARGED AREA ON NEXT SHEET � PROJECT REFERENCE NO. SHEFf NO. 17BP.10.R.115 RNJ SHEET NO. ROADWAY DESIGN HYDR.4ULIC5 ENGINEER ENGINEER �N��i�9[1F�1L1E lE 1P1LAN� DO NOT USE FOR B W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �1� HDR Engineering, Inc. of the Carolinas J 555 Fayetteville St, Smte 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 PERMIT DRAWING SHEET 3 OF 7 iC� �`'�—��/� � 1 \ 1 \ \ �Jl. m �J � \ � , �\ � �� �� � � � , � \ �7 '� � � \ � � \ ._ � \ '\ � . . � . � ExisnNc p�W \ � , l �'R o � \ � � � � — ` � � _ ���� _ _ .. � � C � `w . /7 'w� -� � � ��J\ � �._. � ` �.`�. ` `_ ` ` \ . . ..-,_: . _ .. ` \ �F?,` \ _. '` ( ... .,\ �-... � � � � \ - � .. c \ ".... . . — � \_ .....\ \� � � Exis � � �_ riNc ai � t �-� � �-1 `�`�, _ � � �n \ �� � . . .. 1 � � � v � � � � � ��1, 7 � �P � � z 0 0 � E L � a � � o a a .. � 0 � � w � o � �w �� � �--� �i �/� ��� WETLAND AND STREAM IMPACTS LEGEND DENOTES MECHANIZED CLEARING DENOTES EXCAVATION IN WETLAND DENOTES FILL IN W ETLAN D DENOTES IMPACTS IN SURFACE WATER I�If I\F1f /'11 EMBANKMENT SEE DETAIL 'D' DENOTES TEMPORARY IMPACTS IN SURFACE WATER ��� ������ ����� ��� ���� � DETAIL D RIP RAP AT EMBANKMENT ( Not to Scale) 10'min. Ditch �_0'min. I Grade �, 1'S GEOTEXTILE � Type of Liner= Class I Rip—Rap FROM STA. 15 + 25 LTiRT TO STA. 15 + 35 LT/RT FROM STA. 15 + 60 LT TO STA. 15 + 70 LT SHEET NO. � I r��l� � �� �� � •iu���, ����� ����� ��I I�E�p!��� !EI!!,��Eee9e93� -�" CS��:CC�l�.::E::.'�.:CCC:E.::C:CIY 1����......'.......... .........■■■■■.■.. ■..........■. .... ...... ...�C :m:� ...... ... ��C. � C:'.'.� � ' � I ���:.�.' .0 C:��:: � CCCZ.. . �.� '.0 ���'.:E'.'.'.�:C!C!=:G C. . fi�i � � "���I���E� ���::::�I ,liiiiil ::� �°.� e :� .�..E.�e :.. :.eee:e::.�.t.EEe : ..�.�. .�..E.�eee::Ee��e� ��� ... ........ . ... ....... ....... ................... ... ....... ....... ... � C :C::::::.� ::::::::::::::::::6 T:::C.::::::::::::C::::::::::::::::::::���:C��.� ::::e:::e:::� •■..:::e:::: e::::'.:::� ::�::: e:°:"e'e'e:9 'e"e': e99e'e' e= °'9 �€� �� �v�l � il�s��: I / / �a mo�� �m�� oma�o ���--������� o m��m ooi� ommo ��� ���iiu 1T�Tw7�7.I�1� �o�iiioo�iiiii��a��ii�oioiiiv oii=�iiiiiii WETLAND AND SURACE WATER IMPACTS SUMMARY 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+71 TO 15+35 LT Mechanized Clearing Wetland 0.01 1 14+87 TO 15+36 LT Excavation in Wetlands 0.02 1 15+07 TO 15+28 LT Fill in Wetlands < 0.01 1 15+35 TO 15+61 LT Rip-Rap at Embankment < 0.01 24 1 15+34 TO 15+40 RT Rip-Rap at Embankment < 0.01 16 1 15+34 TO 15+67 LT/RT Temp. Construction Impacts 0.06 100 TOTALS": < 0.01 0.02 0.01 < 0.01 0.06 40 100 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb