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Home My WebLink About20171575 Ver 2_SF-280082_Permit Drawings_20180503_20180509Hi�h`ti'dy North Carolina Department of Transportation �`�� Stormwa�ter � ,,, ,,,,_", Highway Stormwater Program ''�� STORMWATER MANAGEMENT PLAN ��""�.r:�=°=*` (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17.BP.9.R.73 TIP No.: SF-280082 County(ies): Davidson Page 1 of 1 General Project Information WBS Element: 17.BP.9.R.73 TIP Number: SF-280082 Project Type: Bridge Replacement Date: 5/3/2018 NCDOT Contact: William G. (Galen) Cail, PE Contractor / Designer: TGS Engineers (David B. Petty, PE) Address: 1590 Mail Service Center Address: 706 Hillsborough Street Raleigh, NC 27699-1590 Suite 200 Raleigh NC, 27603 Phone: 919-707-6711 Phone: 919-773-8887 ext. 104 Email: acailna.ncdot.qov Email: d�etty(a�tqsenqineers.com CitylTown: Denton County(ies): Davidson River Basin(s): Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 835' Surrounding Land Use: Woods, Farmland and Rural Residential Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.7 ac. 0.6 ac. Typical Cross Section Description: Two 12' paved travel lanes with 4' paved shoulders (5' to 6' with guardrail). Two 12' paved travel lanes with 3' grassed shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1300 Year: 2017 Existing: 1300 Year: 2017 General Project Narrative: Replacement of Bridge No. 280082 on NC47 over Lick Creek in Davidson County North of Denton, NC. Proposed 140' long by 36' wide double-span bridge to replace existing (Description of Minimization of Water 105' long by 25' wide triple span bridge. The proposed grade will be about 0.5' above existing ground within the vicinity of the bridge and roughly matching existing ground just Quality Impacts) outside of the bridge. The proposed bridge will have no direct discharge into the water. The minimum number of deck drains necessary to maintain safe passage by the traveling public will be installed over the overbank floodplain areas as far from stream as possible and diffused on riprap dissipators. Stormwater runoff from the proposed bridge is to flow to a traffic bearing grated inlet on the right side of the roadway where it will be diffused with a riprap pad at the outlet. All proposed stormwater runoff is discharged as far away from the stream and at the lowest velocities as practicable. Impacts to wetlands in the south quadrant are due to proposed fill and have been minimized. Permanent impacts to Intermittent UT to Lick Creek (SA) are due to stream location and 54" pipe extension and these impacts have been minimized. Streambank stabilization is proposed at the 54" outlet as well as along the west bank of Lick Creek. A 3" ductile iron waterline is proposed to replace an 3" existing waterline on the northeast side of the bridge. The waterline is proposed to be installed by trenching about 15' upstream of the existing line due to the required increase in bridge width. Impervious dikes are proposed to accompany a short duration pump-around. Impervious dikes are also proposed to facilitate removal of existing bridge piers. Waterbody Information Surface Water Body (1): Lick Creek NCDWR Stream Index No.: 12-126-(0.5) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: None Impairments: None Aquatic T8�E Species? No Comments: NRTR Stream ID: Lick Creek 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) 0 0 � O V ., � V � � O V i 6F-2ROUR2 Hvd P�m wet tsh.den 5/3/2018 5:0423 PM TGS ;;r Shr,�t /A Foi Injr�; of r, �1;= PERMIT DRAWING SHEET 1 OF 7 0 0 r 5�'��'1� ��IF�' ��1-� (�'�� I ' ��JI,1�� s�'`� ��`�'1[�I[��I� �II�' I�I ��'�y� DA VIDS01� CO U1�lTY LOCATI011t: BRIDGE NO. 280082 OVER . LICK CREEK 0111 NC 47 TYPE OF WORK GRADING, DRAI11lAGE, PAVING, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT MAY 3, 2 018 BEGIN BRIDGE �, —L— STA. 14 + 60.63 � �W �, �� s��F �s�F� is' . � a (� �5 -._ a ,, s TO SR 2347 Cj�� y (YATES RD) NC 47 � ♦ . ___ 1�.. _ _ _ 5�� O : �c� ,� �SPI �� E �S `�� G� G� /—L— STA. 11 + 35.00 BEGIN PROJECT 17BP.9. R.73 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVATURE . END BRIDGE —L— STA. 16 + 03 . 3 7 M N N I i �� ' � �� < � �� TO � � WETLANDS �\ \ \ \ , �� D��TpN , � � —L— STA. 19 + 70.00 \ END PROJECT 17BP.9.R.73 DOCUMENT NOT CONSIOEREO FINAL UNLESS ALL SIGNATURES COMPLETED NCDOT CONT.9CT: V I R G I1V I A M A B R Y HYDRAULICS �� GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ENczxEEx �� " �� PLANS PREPARB'D BY: PLANS PREPARED FOA: �8a� �/ `�4^�� SO 2S O SO lOO ADT 2017 = 1300 �-� TGS ENGINEERS �� NCDOT a * 804—C N. LAFAYETTE ST PRIORITY PROJECTS UNIT ( T= 7/o LENGTH ROADWAY PROJECT 17BP.9.R.73 #280082 =0.131 MILES — SHELBV, NC 28750 702o Birch Rid e Dr. `�,�� )� V= 55 MPH LENGTH $TRUCTURE PROJECT 17BP.9.R.73 #280082 = 0.027 MILES rr� PH po4� 476-0003 Ralei h, NC 17610 \ a' PLANS coRr. uceNse No.: c-oz�s s �� j/ * 1TST = 3% DUAL = 4% vE �'� v��` ' 50 25 0 50 700 TOTAL LENGTH PROJECT 176P.9.R.73 #280082 =0.158 MILES SIGNATCIRE: � � JIMMY TERRY PE ROADWAY DESIGN �GHT OF WAY DATE: � rxo�Ecr rxciNEEx ENGINEER PROFILE (HORIZONTAL) FUNC CLASS = MAJOR JUNE 20, 2017 COLLECTOR R.E. BtlRNS a soNs co l0 5 0 l0 2o P. o. BOX "68 SANDRA MELVIN S7A7ESV�LLE. NC 28687 pROJECT DESIGN ENGMEER I.ETTING DATE: REGIONAL TIER PH f7041924-86<6 PROFILE (VERTICAL) zm� srANnnnn srEcrFicarroxs ''E JUNE 20, 2017 SIGN.-0TURE: 5 DENOTES TEMPORARY ,� S 5- IMPACTS IN SURFACE WATER s DENOTES IMPACTS IN �� SURFACE WATER �DENOTES FILL IN W ETLAN D 01 DALE F. HEDRICK EXISTING BRIDGE DIMENSIONS 105'X25' (TRIPLE—SPAN), 60 DEG.SKEW PROPOSED BRIDGE DIMENSIONS 140'X36' (DOUBLE—SPAN), 60 DEG. SKEW TOTAL PROJECT LENGTH — 835' 0 0 �o ti V �P �`' ^� � IMPERVIOUS DIKE � QO � PIPE OUTLET CHANNEL SEE DETAIL 46 DO NOT PLACE RIP RAP IN BASE OF STREAM 17BP.9.R.73 —L— STA. 11+35.00 pROPOSED 3" DIP WATER LINE TO BE INSTALLED BY TRENCHING 5' MIN. COVER BELOW STREAM INLET & OUTLET PERCHED b" TB JB W/SLAB LID - SPEC DSN - �r_�__-- ROCK PLATING � /�: 1 t��;s �� _ c WOi�D� �,� T� � -'�� A1 STREAM AN D WETLAN D IMPACTS m 1 �� % Le Ha SNIDER AND WIFE, ,; % ANN G. SNIDER PROIECT REFERENCE NO. P E RM I T D RAW I N G S 178P.9.R.73 (SF -2800821 FOR BRIDGE ��VOOV� TUS TGS ENG/NEERS E'i: =FF_ 706 H/LLSBOROUGH ST DAVIDSON COUNTY � SUITE 200 � RALEIGN, NC 27603 PH (9/91773-8887 ; � � L: �y � � . �S � � � - �Q' ��", � �� '` S� �` �2 �� , � � STREAMBANK STABILIZATION �y SEE DETAIL 4D RONAANDH.�I IFUERRATT V ANITA P. SURI�ATT �, IMPERVIOUS DIKE PROPOSED 3" DIP ATER LINE W' li^!DS TO BE INSTALLE BY TRENCHING �✓fT8 5' MIN. COVER ELOW STREAM a ��,J'.,, � WL ,� `' �� F � '� i W - � �� L I� TIN R - � F ��7 � - - -i I~�YJ. i �I_i + v � �/�.� /-��'��i 1 � —�— � F�r c,-, --- �. , � =-�-:�------ - - -- --- -------- ,, , � �xi�1i��, 4: w F � � �I� � Cn �.J �� ; \� = RET __ / � ,�� - V� �. �R.t�F ��(��.t.� � �_V IMPERVIOUS DIKE � TIE DITCH INTO INLET ; IN THE FIELD � E PERMIT DRAWING - SHEET 2 OF 7 F = NOTES: � 1. LICK CREEK IS IN THE YADKIN PEE-DEE RIVER BASIN. 2. NO BUFFER RULES IN EFFECT. ' 3. DECK DRAINS REQUIRED. _ 4. CLEARING SHALL BE PERFORMED PER NCDOT ; METHOD III. GRAPHIC SCALE 25 0 25 50 SF-2R0082 Hvd nrm wet qsh.dt,m 5/3/2018 5:44:�4 PM TGS E REMOVE HW, COLLAR & EXTEND CHANNELCHANGE SEE DETAIL 4A �� , ��lIE�� - -- i � � � �s,�f ��1l.'iQ►\\_\ �, `�.i�'v�.�� , `��l�\\� 1 -----�-.C_ ��_ V . � �ASTur�E DETAIL 4D STREAMBANK STABILIZATION ( NoT to Scale) Existing Streambank 1.0'min. T 18„ T GEOTEXTILE Type of Liner= Class � Ri�rRap on Geotexiile -L- STA 14+41 TO 15+37 LT � , �„ -o � � � � � i� z � z� -�'i-- z � �i wl �'RF I i iR Tq/� i /; � � _ � � � � � �� R : \ F ,! �� `� --- - ---_ � � � ---- �"�� ,� \� ` � �. �_� EXISTINI- RiW /� �C �� \' � �- I-P,Q�'� --______F--- '/i Ci ; �Li - 'J � - , — — — — -- -- ��r TB 2G1 —' — EL�OW — � J F BOW ---- F------- F sc-��+r�+=-R�wv--� / K \ F I WOO�S � � �� C!DS � �� - -, � — DECK DRAIN � -� CLASS B RIP RAP a3 MARGARET H. BUIE DALE F. HEDRICK DETAIL 4B PIPE OUTLET CHANNEL ( Not to Scale) N� }ulql_ _ -_ �E Nafural (�round f.y�sT� NZ o M1 to, � -- T—round BA^,k T/F — tl�� aPc�V- "— d I �St Len fi1=�O Ft. CHANNEL BED g (Varioble) d = 4.5 Ft. Est. = Class B Rip-Rap on Geotextile -L- STA 13 + 44 TO 13 + 59 LT DISSIPATOR PAD - ` SEE DETAIL 4C `• :�� CLA55 II RIP RAP PROPOSED \\ DECK DRAINS �` ` � � ,� �` \ � CLASS II RIP RAP � J,�� \ �\ � BM-1 ' � DETAIL 4A Naiural , CHANNEL CHANGE �" �� Ground � iJof f0 $Ca�e� � --�proposed \ y / Natural I Fill Slope J� Grounci 2•� 50:1 � /r d � Min. D= 1.5 Ft. \ .� Min. d = 1.5 Ft. � GEOTEXTILE B B= 4 Ft. ` Exist. Type of Liner=Class B Rip-Rap b=5 Ft. Channel -L- STA 12 + 00 TO 13 + 00 RT =� ;F�;s �2 � � O � RONALD He SURRATT AND WIFE, � ANITA Pe SURRATT DETAIL 4C DECK DRAIN DISSIPATOR PAD ( Not to scale) � 6' DISSIPATOR �N VIEW � PAD *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS GROUND -�. - L �1 � . ..�� :.�,' , j T � / GEOTEXTILE —' 1.0' PROFII F VIFW L=33' Type ofLiner=CL B Rip-Rap on Geotextile -L- STA 14+81 TO 15+14 RT 5 DENOTES TEMPORARY ,� S 5- IMPACTS IN SURFACE WATER s DENOTES IMPACTS IN �� SURFACE WATER �DENOTES FILL IN W ETLAN D EXISTING BRIDGE DIMENSIONS 105'X25' (TRIPLE-SPAN), 60 DEG.SKEW PROPOSED BRIDGE DIMENSIONS 140'X36' (DOUBLE-SPAN), 60 DEG. SKEW TOTAL PROJECT LENGTH - 835' , STREAM AN D WETLAN D IMPACTS PROIECT REFERENCE NO. P E RM I T D RAW I N G S 178P.9.R.73 (SF —2800821 FOR BRIDGE ��VOOV� TUS TGS ENG/NEERS E'i: =FF_ 706 H/LLSBOROUGH ST DAVIDSON COUNTY � SUITE 200 � RALEIGN, NC 27603 PH (9/91773-8887 � � � a �,°� � � c� > ;� �' � �� i�� ';� � Le H, SNIDER AND �NIFE, "�� 01� � � '' �`'�"' � � i � � � ANN G. SNIDER � � 1 � �' � � ��i�1PERVI0U5 DIKE �Q� � � ��:-�`" �Y�„ �� . DALE F. HEDRICK ` ��' � �A ' � � � �5.,� � � � � - PIPE OUTLET CHANNEL SEE DET.AIL 46 �� '�� , �� ` � ��-- � `�� ROCK PLATING � � � ' � c�� . �� ti ;.- �� . . . . DETAIL 4D STREAMBANK STABILIZATION ( NoT to Scale) Existing Streambank 1.0'min. T 18„ T GEOTEXTILE Type of Liner= Class I Ri�rRap on Geotexiile DO NOT PLACE RIP RAP ' STREAMBANK STABILIZATION -L- STA 14+41 TO 15+37 LT IN BASE OF STREAM �' , y SEE DETAIL 4D RONALQ H. SURRATT , BEGIN 1ZOJECT '�� c� �%, �r�,��D �IIF��E - �_� o� 176P.9.Rr�3 �;, � �'� ANIfi14 P. SURf�AT�T �� -L- STA. 11 -I- 35.00 pROPOSED 3" DIP WATER LINE -� -� � ; k+� � '� � � IMPERVIOUS DIKE � � -�� > ,, `_ _ ` - ;�-' TO BE INSTALLED BY TRENCHWG �y , I 1` v_ �_ _ � -- � � 5' MIN. COVER BELOW STREAM � �` ' -�� JT�` ) � 1 � � < `' ��-, PROPOSED 3" DIP ATER LINE W�i��DS � � i '� `� � � r WOi1�c �-T� '� �x - J�j TO BE INSTALLE BY TRENCHING �� ,-� ,/ �e 5' MIN. COVER ELOW STREAM � I �� R�T'q/� �� , � � � � � ., � PERCHED 6" � � � , �� ,tz -. �: �s _ T, ,_ _ � " ��"i �� _� � � � /� n-� 1 � `L� '� INLET & OUTLET f , . - p - �� . w �� F : TB JB W/SLAB LID ��`��,� T�.��r, ��W� �.�� '� � ��_ ��1`�,,}'� 3 /� �i�`i�Ii1��i1" -------_ ��$Y�� W � F�/� �. �� \��. c SPEC DSN -�.�' 4 � _ \ __ � 4,� , `- `�F — i�i iL�t_. �� >-- B: C��J��ll?�-�+ -� - \-�>� _ E;�i TWc ,^„w i� cc '%� \\- � _ _ _ _ � — -_ , t r ' „ �' ' t '!' - `-` �`�' � � - _ _ __ � ` :N \ L i �'1+1� � �� -- � . � ._�� - . , .--. ..�� F��iiil� i� � � � { �FS - - � � � � _� �I��`�-��__-� - // 1�� I . Ti � �- - J � ] _' . - � i � ��f i 1 I I .. _ - - � G -� .1� � �- - - - :,, - -- �i� - - - � --- - ------ V � � �� --- --- - --� - -- -- - - � - - - � �� , r � � -. , . � � I - - - °� --------- - - Z�r nil --- rZ L l-EE�-f - _ -- - - - , v i_; - - - - - - _ I - , � ru �R � 3,_ _ � N� Hwr �� —L— �� - � �� - — � � � � o�� F�>r = ° �;� � �S� � � S+ - ' � � i�l� TB 2G1 - _, � � � — � - ,- , - - � �� F� �{ �1 = _ . _ _ _ � - �,�4 ` 1 J„� i _ ._—_ � , � � � �� — � �� --------------- - — _ � �� - __ i � % ; �.�ECBOW � � 'ro Y � y � 1., -- � ;_---�__��-__ _ _-- ---\ _ �_'- � :.f-- - � �i �= -- _ - - — ` - - � n-n- - F, � ;' � � ��i�1rv, ;w � F - --- ---- - - oo � _ ; \ - __ OW ------------ --E;c+��--- -- - - - _ a �-� , ,,.- �,� � .. . �, �,.-�, F � C� _ - � -� :� i�� F ��1----_ , ` �� _ m � � - , EFLg -� F r � � �� _ - �, R - R F i � - �, � h � � � � _ - � �, . w � ��,- � � i, _ i � � � REMOVE HW, � � "�� e�� COLLAR & EXTEND � WOG�S � �� -. , R � � =�RET (�'� -ti � WnODS ,A' �7- ��1 k� � _ � - � _ ' , I � G1 � i � � C� i^� I � � R.� � �� = �� E � � �, _ �- ��;F��,�_ ` (�� " DECK DRAIN �` CLASS B RIP RAP �� ^ ��1 ��' PASTURE _ �i DISSIPATOR PAD � �� ' �' � %� i��_,�� _ — � -- �,� c� see �e-rai� ac �� RONALD He SURRATT AND WIFE, � � � CH/vt�J�1 EL CHANGE � � � 1r� SEELI��Ta41L 4A �` _-- � CLA55 II RIP RAP ANITA P, SURRATT � � �� IMPERVIOUS DIKE - PROPOSED �. TIE DITCH INTO INLET � ' DECK DRAINS ` o S> � IN THE FIELD �„ � � _ � �� a3 ��` � � � �- � � PERMIT DRAWING - SHEET 3 OF 7 ��,�� — s, MaRcaRET H. Bu�E �`� � �� '�� S,9 DALE F. HEDRICK �� c�a,ss u RiP ru�P � � \ - NOTES: � � � �� `, A �� = 1. LICK CREEK IS IN THE YADKIN PEE-DEE ' RIVER BASIN. - 2. NO BUFFER RULES IN EFFECT. 3. DECK DRAINS REQUIRED. � 4. CLEARING SHALL BE PERFORMED PER NCDOT o METHOD III. � � � GRAPHIC SCALE � V Z 25 0 25 50 �� - � , � i \` `�,� � BM-1 �.� � \�-� L� � � m DETAIL 4A Naiural , �,1 CHANNEL CHANGE b Ground \ � � iJof f0 $Ca�e� � --�proposed y / �; Natural __FillSlope J� Grounci 2•� 50:1 � /r d � Min. D= 1.5 Ft. \ .� Min. d = 1.5 Ft. � GEOTEXTILE B B= 4 Ft. ` Exist. Type of Liner=Class B Rip-Rap b=5 Ft. Channel -L- STA 13 + 44 TO 13 + 59 LT -L- STA 12 + 00 TO 13 + 00 RT SF-2R0082 Hvd nrm wet qsh.dt,m 5/3/2018 5:45:17 PM TGS DETAIL 4C DECK DRAIN DISSIPATOR PAD ( Nat to s�a�e) � 6' DISSIPATOR �N VIEW � PAD *NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS GROUND -�. - L �1 '-�•-�-•- -•-•-•-•-•-�� / GEOTEXTILE —' 1.0' PROFII F VIFW L=33' Type ofLiner=CL B Rip-Rap on Geotextile -L- STA 14+81 TO 15+14 RT a � } a 0 :; 'o � � o 0 0 � U � C Z �� »- X ••1 650 •�1 630 620 ��'�P!-= 12+73.00 —'i y—�� EL = 643.4T � �Ti VC = 2J0, . ; _ !- K = ll8 �, OS = 55 MPH _ � J2. � 0797% �, � - ----__<( ) 2_00%.----- _ �� -1 �E13038% -� ----_ --------- --- --- - - � ------- T. - - --- --- ----------- ' - l' _ � R, � -- _- x -- --------- - ------�� _ , r -- � - _ _f` -�— L _ �I __ _ �— L � II � _ — �, � � • , - _ � � � �, i � � i ,_ � _ � ._ � �i �- - - t�,45S -II RIP RAP - �� _ � �� I '_ —�_ , ' _ EX. 54" RCP KEY-1N 3.5' (TYP.J � . \ ; � � . � L - - - � �� ;� � _ � (TO BE EXTENDED) - �I .. � _ � i _ I BEGIN CHANNEL CHANGE � -H--I-� '� '� '� -L- STA 12 + 00 RT EL = 635.7 12 + 00 13 + 00 ST RUCT URE HYDRAULIC DAT A DESIGN DISCHARGE = 3000 CFS DESIGN Ff?EQUENCY = 50 YRS DESIGN HlH ELEVATION = 638.2 FT BASE DISCHARGE = 3500 CFS BASE FREQUENCY = 100 YRS BASE HW ELEVATION = 638.8 FT OVERTOPPING DISCHARGE = 5200 CFS OVERTOPPING FREQUENCY= 500+ YRS OVERTOPPING ELEVATION = 639.8F= FT ==OVERTOPPING ELEVATION REPRESENTS LOWEST HIGH POINT ON DECK/ROADVyAY, WHICH OCCURS AT EXISTING SA� @ -�- sra.24+00 SF-2R0082 Hvd nrm wet ptl.dun I1116/2017 10:10:05 AM TGS 14+00 15+00 PIPE HYDRAULIC DAT A 54" RCP @ -L- Sta. l3+16 DRAINAGE AREA = 48 DESIGN FREQUENCY = 50 DESIGN DISCHARGE = 60 DESIGN HW ELEVATION = 639.0 l00 YEAR DISCHARGE = 73 l00 YEAR HW ELEVATION = 639.4 OVERTOPPING FREQUENCY= 500+ OVERTOPPING DISCHARGE _ l80 OVERTOPPING ELEVATION = 643.5 AC YRS CFS FT CFS FT YRS CFS FT f -J0.3038% `" ( +)0.3040% EX. GRADE =I � � II- . _ , - �i � Pl = 18+95.00 � EL = 642.34' - � VC = l50' � K = //6 - - - DS = 55 ��1� : f +)0.3040% � -�0�9867% - - - - �-,j � --ja--r -- ------- . . NG- RT: I -- ��— = T.-5:1 NQRMAL SLOPE _NG 1L W/CLASS II RIP RAP (TYP.) PROP, EXCAVATION TO ELEV. 634.0' _. _ �I `� APPROX� W'.S: ELEV.- ON -DATE T I OF SITE VISIT (628i17) = 629.1' � -i i i i i i i i i 16+00 17+00 � �� PERMIT DRAWINGS FOR BRIDGE #280082 DAVIDSON COUNTY 18+00 19+00 PERMIT DRAWING SHEET 4 OF 7 I I I I I I I - I �.'� :. � _ � ili I - 6E-2ROOR2_Hyd�nn_xpl.�tl I/I6/2017 10:1 i:4y_�M TUS I I I I I I I - I �.'� :. � _ � ili I - 6E-2ROOR2_Hyd�nn_xpl.�tl I/I6/2017 10:14:5�_�M TUS 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 11+92/12+00 RT Temp. Dewatering/Imperv.Dikes 7 1 11+98/13+08 RT Stream Relocation/54" RCP 112 2 13+24/13+50 LT 54" RCP 32 2 13+47/13+56 LT Bank Stabilization 10 2 13+53/13+60 LT Temp. Dewatering/Imperv.Dikes 7 3 14+42/15+39 LT Temp. Dewatering/ Waterline 10 Installation 3 14+45/15+36 LT Bank Stabilization 82 3 18+00/19+57 RT Roadway/Bridge 0.03 3 15+18/15+65 Temp. Dewatering/Imper. Dikes 43 TOTALS*: 0.03 236 67 0 *Rounded totals are sum of actual impacts NOTES: Lick Creek Bypass (SB) has no impacts. 2016 09 09