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Home My WebLink About20171061 Ver 1_Build Maps_20170823 (2)�� ,4�y North Carolina Department of Transportation SG[�Y�llW2t�r . I � ,,.,.,,.,, Highway Stormwater Program ��.� STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.11.R.120 TIP No.: SF-960153 County(ies): Wilkes Page 1 of 2 General Project Information WBS Element: 17BP.11.R.120 TIP Number: SF-960153 Project Type: Bridge Replacement Date: 3/21/2017 NCDOT Contact: Heath Slaughter, Division 11 Environmental Officer Contractor I Designer: Kevin Alford, PE Address: g01 Statesville Road Address: Wetherill En ineerin North Wilksboro, NC 28659 1223 Jones Franklin Road Ralei h, NC 27606 Phone: 336 903-9202 Phone:919-851-8077 Email: hslau hter ncdot. ov Email: kalford wetherillen .com Cit ITown: McGrad Count ies): Wilkes River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th iin. miles or feet : 0.068 Miles Surroundin Land Use: Rural Mountains Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 02 ac. 0.2 ac. Typical Cross Section Description: Two 9 foot Travel Lanes with 3 to 7 foot grassed shoulders on each side Two 9 foot Travel Lanes with 3 foot grassed shoulders on each side Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: N/A Year: N/A Existin : 220 Year: 2016 General Project Narrative: The purpose of the project is to replace Bridge No. 153 on SR 1728 over Dungeon Creek in W ilkes County. The existing bridge is 25.5 feet long. The replacement structure will (Description of Minimization of Water be a 1@ 20'X1' Bottomless Culvert with minimum 4' Opening over Creek in order to minimize impacts to the stream. The proposed culvert will be just upstream of the existing Quality Impacts) culvert in order to allow for phase construction. Phase construction is required due to a long offsite detour route. The roadway grade along the new structure will be approximately the same as the existing. Class I rip rap was used on the banks at the inlet and outlet of the culvert. An upstream ditch will be outleted by a new crosspipe onto the downstream stream bank. Waterbody Information Surface Water Body (1): Dungeon Creek NCDWR Stream Index No.: 12-42-1-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: Waters Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No 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) c � L � + E L a � z r-; �} o� �O o �i � � � �m� Nm \�� —�w � .� �o ,� •� � V � � O V See Sheet i-A For Index of Sheets �� 1� �IF I�[��IE�I�� WILI�ES CO U1�TY PERMIT DRAWING SHEET 1 OF 4 LOCATION: BRIDGE 1110. 960I53 OVER DUIVGE011t CREEK ON SR 1728 (L0IVGBOTTOM RD.) TYPE OF WORK GRADIIVG, DRAI11lAGE, PAVING £� STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN + DgEEK � ��/ i G 1g AR�A � J S% � BEGIN CULVERT -LREV- STA.12 + l: � �� NC� GRID THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.. GRAPHIC SCALES 30 75 0 30 60 PLANS 30 75 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2016 = 220 ADT FY = WA DHV — WA � = wa, T = 6 % * V — 30 MPH (TTST —3% + DUAL —; FUNC CLASS = RURAL LOCAL SUBREGIONAL TIER PROJECT LENGTH �NGBOTT =� � END CULVERT -LREV- STA.12 + 52 + NGTH ROADWAY PROJECT 17BP.11.R.120 = 0.061 MILES NGTH STRUCTURE PROJECT 17BP.11.R.120 = 0.007 MILES AL LENGTH PROJECT 17BP.11.R.120 = 0.068 MILES NCDOT CONTACT: VIRGINIA MABRY MANAGER - PR/OR7TY PROJECTS UN7T r�►.��. PreporeG for: DIVIS70111 OF HIGHWAYS 1000 Birch Ridge Dr., Raleigh NC, 27610 2012 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE PROJECT ENGlNEER MAY 17, 2016 LETTING DATE: GREG S. PURVIS, PE MAY �%�? O� 6 PROfECT DESIGN ENG7NEER 'Al8 6TAT8 PROIBCT R6P8R6NC6 N0. �� 17BP.11.R.120 BTATB PROI.N0. P.APPW.NQ 17BP.71.R.120 � DB&:RI%MON UTIL., WW MOIINTAIN CREEK CONTRACTORS, INC. 205 EAST CENTRAL AVENUE CATAWBA, NC 28609 1223 Jones Franklin Rd. � Raleigh, N.0 27606 � � ETHERILL ��<e�se No. F-0377 ' ENGINEERING Bus: 919 857 8077 Fax: 919 851 8107 TRANSPoRTATION PLANNING/DESIGN - BRIOGE/STRUCTURE DESiGN CNIL/5/TE DESl6N - Cl5/6P5 - CONSTRUCTION OBSEI7VATlON BRIDGE ##�60153 PRELIMINARY PLANS DO NOT USE POR CONSTRUCTION INCOMPLETE PLANS DO NOT USE FOR R/W ACOUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED FIYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. N Z � � CLASS B RIP RAP W/GEOTEXTILE -LREV - POT Sto. l0 +00.00 R�1 ig �SP�� P �� ✓ WILLIAM Do SHEETS AND WIFE9 PATRICIA SHEETS CLASS I RIP RAP � W/GEOTEXTILE (TYPICAL) SEE DETAIL B FOR OUTLET CHANNEL � IMPROVEMENTS WOODS � � � ..F--"'�� .,_ . ��GEo �� N C � � � � � �, �c� W(�C;DS � ' a� �� , 7 � j� � m, P' /% ,- C D S m -LREV- PC Sto. l2+14.75 WILLIAM Do S�IEETS AND WIFE, DETAIL B EXCAVATION Nws IiG_ G— CL455 1 RIP RAP Z�� 1— 1� `1.5' THK. wrceore�ae oN ,7e . \ BANKS AND FLOODPL4IN `ROCK LINE 9ENCHES ONLY DOWNSTftEAM RT. ROCK �INE 20'� ELEV. �� 1543.9 DOWNSiREAM LT. ELEV. = 1542.6 FLOODPLIIN EST. DDE = 60 CY BENCH (SET EST.S] TONS CU55 'I' RIP RAP APPRO%. 1 FT. EST. ]4 SY GEOTE%T�LE FABRIC ABOVE NWS) 1PDIKEOUS OR EQUIVALENT� RUC URE �OE PROTECTION �DS EE DETAIL D XW TEMPORARY � I � SHORING � _ _ � J COUNTER SINK � , � � RIP RAP INSIDE CULVERT SPECIAL DITCH J SEE DETAIL A DETAIL A SPEOAL CUT DITCH CLASS I RIP RA� ,��<<�=��e, -LREV- PT Sto. 11+74.26 W/GEOTEXTI LE �°o��d z,� 'F�o��a` s�oPe (TYPICAL) � o W�I�LIAM Do SH�E I S AND WIFE, SEE DETAIL C FOR "^'".o - ,F'. PATRICIA SHEETS INLET CHANNEL � IMPROVEMENTS '.OM -�LREV STA 10+511 T�RT, . . . ., . . _ . , . . .. . . . . . . . . . . . . �. � .. �. . b. . �. . ,568 1,562 ,556 ,550 ,544 ,538 ° 1,532 a F Q ° ,526 _' � � �� m �m . No �� -LREV- �� O� I�� . ��r�j : _ Z�� UI� �i - - - �1��11 _ _ _ � +)2 � A°o�—' 4$ — -- — ! 18„'' RCP—IV. � —._.o. - �� - - =oo � — — V�^ F F+� ( -- ------ p�N — _ � in , - - - ��w u W J J 00 I W ___ __ __-- I� � � � I � � � _--I-.. -- I � 1 I 10 Pl = ll +40.00 EL = 1,549.24' VC = 90' DS = 33/MPH � N �� + "' v _� �u J J ,w 11 � / I WOODS PATRICIA SHF�.TS BRIDGE 960153 PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Z ZO Ci � ' A� OO DETAIL C EXCAVATION �NWS ? N.S ROCK LINE - ROCK LINE UPSTREAM LT. � ",;", UPSTREAM RT. ELEV. 1549.2 ELEV. �� 1549.6 CLA55 I RIP RAP 20 1.5' THK. W�GEOTE%TILE ON FLOODPLAIN BANKS AND FLOODPlA1N BENCH �SET t3ENCHES ONLY qPPROX.I FT. ABOVE NWS� EST DDE = 12 CV EST 31 TON$ CLQSS 'I' RIP RAP EST 43 SY GEOTEXTILE FABRIC PROJECT REFERENCE NO. SHEET NO. 17BP.11.R.120 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE POR � W ACQUtSITION PRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION 1223 lones Franklin Rd. ETHERILL Raleigh, N.C.27606 , ENGINEERING License No. F-0377 - Bus: 919 BSt 8077 ��... - .�... Faz: 919 851 8707 iRIN$PpPiATqM p,M/MA�G/1.�S�GM � B%GrE/Sr9Krl/RE �SbN CwR/S�E OESKiv - fY5/GPS - CPvSrAUC'�pw OBSEAvu4v PERMIT DRAWING SHEET 2 OF 4 _i ocv_ onr c+., i�snzc�i � F�+ `�� e� 60' 0' 60' .� -{- � \�s� ` �,z GRAPHIC SCALE �� \ �'tic �� DENOTES IMPACTS IN ,� � � '�,,,, � SURFACE WATER ° � WOODS � �°� � � � � � � DENOTES TEMPORARY , � � � � '�J` \�� IMPACTS IN SURFACE WATER � � , , , �� ,s� �� s � � � �� - ti `� � <' �� IMPERVIOUS �9 �� i ��6,o DETAIL D DIKE �y �� / � s TOE PROTECTION �� `.� ��'P � No, �o s�a�ei s � �� . \ � � �O], Nat�ral ti.� °\�s�oe0 � 'niO Ground �b y F� ✓ Q � I I d BOBBY ALLEN TAYLOR ANC�WIFEJ' woo s �� g;FF; �eo,e,,;,e O�I��CUMIF ' �YI OR � � � ., \ � TYPa of Li CI - B Ri�Rop ..� .�. .�. . s s s s� a s� s s� � s s s s s a s s s s s � s s s s s a s s s s s � s s s s M-. _ ....._. .. .- LT. FRO LREV STA 12+14 TO STA.13+00 . . . . . . . . . �. . . . _.. . Pl = 13+59.�.3 N BM •1 ELEVAT]ON • 1553.38' i . 1V00 N 951250 E 1344255 Pl =/2+42.69 EL = 1,556.46 p�„�� RR SPIKE 1N 36• oAK . � 1,56 EL =�.554.J�� VC = 55� �� -LREV- STA. 11 •94.40 14.79' RT. VC90 K = 60 �� - � ........................................ K= 26 ' DS = 39MPH �"� 1,56 OQ� DS = 34MPH �+)1.6843% � +)5.1222� �+ �£�'" '� / / W�W _ _ � � — _ — e �+)2.6000% �� C�rr.'' � / _ . . : : -: : i : ' : _ . . / —! — 1@ 20' X 1' CROWNSPAN - OR I —_ EQt1fVALENT SfRUC�ItRE _ _ . _ _. _ I _ - - W TER SURFACE pN ! i T€'� �iiRVEY' , , �_: . I , EL V. _ �547.1 _.i . . . � —.—�. 16)- � �- �. i V , ___ .i. �. � _ �_: . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . . .. ._—: . . . . . . _.—. . . . . —�—:_— _ � ��- � +� � � _. . I_ _ _ i � i �. � � --- – PIPE HYDRAULIC DAT A l8'RCP-N STA 10+50 -LREV- DESIGN DISCHARGE _ l.9 DESIGN FREQUENCY = 25 DESIGN Hw ELEVATION = 1544A BASE DISCHARGE = 2.3 BASE FREOUENCY = l00 BASE HW ELEVATION = 1544A OVERTOPPING DISCHARGE _ l4 OVERTOPPING FREQUENCY= 500+ OVERTOPPING ELEVATION = 1546.3 12 13 14 15 CFS YRS FT CFS YRS FT CFS YRS FT BRID�E HYDRAULIC DAT A DESIGN DISCHARGE = 520 DESIGN FREQUENCY = 5 DESIGN HW ELEVATION = l55/.0 BASE DISCHARGE _ 1400 BASE FREOUENCY = l00 BASE Hw ELEVATION = /556.4 OVERTOPPING DISCHARGE = 670 OVERTOPPING FREQUENCY= l0 +/- OVERTOPP/N6 ELEVATION = 1553✓ CFS YRS FT CFS YRS FT CFS YRS FT DATE OF SURVEY = 6-14-20/6 W.S. ELEVAT lON AT DATE OF SURVEY = 1547J FT . . . . i . . . . I . . . . V . . . . I . . . . I . . . . I . 1,55 1,55 1,54 1,53 1,53 1,52 N Z 0 � CLASS B RIP RAP W/GEOTEXTILE -LREV - POT Sto. l0 +00.00 R�1 ig �SP�� P �G �0 ✓ WILLIAM Do SHEETS AND WIFE9 PATRICIA SHEETS CLASS I RIP RAP � W/GEOTEXTILE (TYPICAL) SEE DETAIL B FOR OUTLET CHANNEL � IMPROVEMENTS WOCDS � �5 a�K -- �== �NGE��/C-� /� C / / �� c� Vd�D� ' >��lG � i � �, / \ � P' /% ,- C D � m T �y -LREV- PC Sto. l2+14.75 WILLIAM Do S�IEETS AND WIFE, DETAIL B EXCAVATION Nws IiG_ G- CL455 1 RIP RAP Z�� 1- 1� `1.5' THK. wrceore�ae oN ,7e . \ BANKS AND FLOODPL4IN `ROCK LINE 9ENCHES ONLY DOWNSTftEAM RT. ROCK �INE 20'� ELEV. �� 1543.9 DOWNSiREAM LT. ELEV. = 1542.6 FLOODPLIIN EST. DDE = 60 CY BENCH (SET EST.S] TONS CU55 'I' RIP RAP APPRO%. 1 FT. EST. ]4 SY GEOTE%T�LE FABRIC ABOVE NWS) 1PDIKEOUS OR EQUIVALENT� RUC URE �� OE PROTECTION �DS � EE DETAIL D ,... X� � I m TEMPORARY SHORING ( ��_ � � COUNTER SINK � , \ � RIP RAP INSIDE CULVERT SPECIAL DITCH J SEE DETAIL A DETAIL A SPEOAL CUT DITCH CLASS I RIP RA� ,��<<�=��e, -LREV- PT Sto. 11+74.26 W/GEOTEXTI LE N„ , , � ,.°�a, s,'ope (TYPICAL) �'�°"d ��, o F�° W�I�LIAM Do SH�E I S AND WIFE, SEE DETAIL C FOR "^'".o - ,F'. PATRICIA SHEETS INLET CHANNEL � IMPROVEMENTS '.OM -�LREV STA 10+511 T�RT, . . . ., . . _ . , . . .. . . . . . . . . . . . . �. � .. �. . b. . �. . ,568 1,562 ,556 ,550 ,544 ,538 ° 1,532 a F Q ° ,526 _' � � �� m �m . No �� -LREV- �� O� I�� . ��r�j : _ Z�� UI� �i - - - �1��11 _ _ _ � +)2 � A°o�—' 4$ — -- — ! 18„'' RCP—IV. � —._.o. - �� - - =oo � - - V�^ F F+� ( -- ------ p�N — _ � in , - - - ��w u W J J 00 I W ___ __ __-- I� � � � I � � � _--I-.. -- I � 1 I 10 Pl = ll +40.00 EL = 1,549.24' VC = 90' DS = 33/MPH � N �� + "' v _� �u J J ,w 11 n / / / WOODS PATRICIA SHF�.TS BRIDGE 960153 PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Z ZO Ci � ' A� OO DETAIL C EXCAVATION �NWS ? N.S ROCK LINE � - ROCK LINE UPSTREAM LT. ,;", UPSTREAM RT. ELEV. 1549.2 ELEV. �� 1549.6 CLA55 I RIP RAP 20 1.5' THK. W�GEOTE%TILE ON FLOODPLAIN BANKS AND FLOODPlA1N BENCH �SET t3ENCHES ONLY qPPROX.I FT. ABOVE NWS� EST DDE = 12 CV EST 31 TON$ CLQSS 'I' RIP RAP EST 43 SY GEOTEXTILE FABRIC PROJECT REFERENCE NO. SHEET NO. 17BP.11.R.120 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE POR � W ACQUtSITION PRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION 1223 lones Franklin Rd. ETHERILL Raleigh, N.C.27606 , ENGINEERING License No. F-0377 - Bus: 919 BSt 8077 Faz: 919 S51 8707 iRIN$PpPiATqM p,M/MA�G/1.�S�GM � Bl�'rE/Sr9KrURE �SbN CwR/S�E OESKiv - fY5/GPS - CPvSrMIC'�pw OBSEAvu4v PERMIT DRAWING SHEET 3 OF 4 _l OCl/_ Or1T C+., l�1/17C]/ "� ,� �`,,S `� � � �� 60' 0' 60' �' -{- � ��s� � �� ,z GRAPHIC SCALE \ \ � C �� \`�' �„ \ �'ti� DENOTES IMPACTS IN �� ,,,, � SURFACE WATER WO"ODS � � �, � , ��° � �'� ` - % � � � DENOTES TEMPORARY � � ��, '�J` \�� IMPACTS IN SURFACE WATER ,r �� F, A �� , , � f,s� ��s �� ,� �� ti� ` � � �.. ' � �� DETAIL D IMPERVIOUS ��, � � � ��,o � � S, TOE PROTECTION DIKE i2 � � �o -N � �N „o s�a�ei � � � ��'� � ��`�o <F` Qa � � ��' � �'P ��o��a e ti.� �55�° � ✓ � o �� I�7 d BOBBY ALLEN TAYLOR ANC�WIFE`� woo �� g= ;FF; �eO,e,,;,e O 1 0'�MIF ' �YI OR �� . ..� .�. .�. . s s s s� a s• �s � � s s s s s a s s s s s � s s s s s a s s s s s � s s s M o _ ....._. .. .- LT. YPa F aP FRO LREV STA 12+14 TO STA.13+00 � . . . . . . . . . � . . . . . . Pl = 13+59.�.3 N BM •1 ELEVAT]ON • 1553.38' i . 1V00 N 951250 E 1344255 Pl =/2+42.69 EL = 1,556.46 p�„�� RR SPIKE 1N 36• oAK . � 1,56 EL =�.554.J�� VC = 55� �� -LREV- STA. 11 •94.40 14.79' RT. VC90 K = 60 �� - � ........................................ K= 26 ' DS = 39MPH �"� 1,56 OQ� DS = 34MPH �+)1.6843% � +)5.1222� �+ �£�'" '� / / W�W _ _ � � — _ — e �+)2.6000% �� C�rr.'' � / _ . . : : -: : i : ' : _ . . / —! — 1@ 20' X 1' CROWNSPAN - OR I —_ EQt1fVALENT SfRUC�ItRE _ _ . _ _. _ I _ - - W TER SURFACE pN ! i T€'� �iiRVEY' , , �_: . I , EL V. _ �547.1 _.i . . . � —.—�. 16)- � �- �. i V , ___ .i. �. � _ �_: . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . . .. ._—: . . . . . . _.—. . . . . —�—:_— _ � ��- � +� � � _. . I_ _ _ i � i �. � � --- – PIPE HYDRAULIC DAT A l8'RCP-N STA 10+50 -LREV- DESIGN DISCHARGE _ l.9 DESIGN FREQUENCY = 25 DESIGN Hw ELEVATION = 1544A BASE DISCHARGE = 2.3 BASE FREOUENCY = l00 BASE HW ELEVATION = 1544A OVERTOPPING DISCHARGE _ l4 OVERTOPPING FREQUENCY= 500+ OVERTOPPING ELEVATION = 1546.3 12 13 14 15 CFS YRS FT CFS YRS FT CFS YRS FT BRID�E HYDRAULIC DAT A DESIGN DISCHARGE = 520 DESIGN FREQUENCY = 5 DESIGN HW ELEVATION = l55/.0 BASE DISCHARGE _ 1400 BASE FREOUENCY = l00 BASE Hw ELEVATION = /556.4 OVERTOPPING DISCHARGE = 670 OVERTOPPING FREQUENCY= l0 +/- OVERTOPP/N6 ELEVATION = 1553✓ CFS YRS FT CFS YRS FT CFS YRS FT DATE OF SURVEY = 6-14-20/6 W.S. ELEVAT lON AT DATE OF SURVEY = 1547J FT . . . . i . . . . I . . . . V . . . . I . . . . I . . . . I . 1,55 1,55 1,54 1,53 1,53 1,52 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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) -L- Sta. 10+45 to 10+54 Lt Class B Rip Rap < 0.01 9 6 -L- Sta. 10+g5 to 11+g2 1@20'X1' CROWNSPAN 0.02 66 -L- Sta. 11+53 to 12+30 BANK STABLIZATION 0.02 < 0.01 68 18 TOTALS': 0.04 < 0.01 143 24 `Rounded totals are sum of actual impacts NOTES: 1. Temporary Channel impacts shown above are for the dewatering length from -L- Sta. 10+45 to 10+54 Lt. 2. 27 LF of existing channel permanent impact and 413 square feet of Permanent surface water impacts was removed from the impacts due to the removal of the existing structure. �