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Home My WebLink About20171539 Ver 1_SF-770434_Permit Package Wetland_20171127_20171129 Carpenter,Kristi From:Steenhuis, Joanne Sent:Wednesday, November 29, 2017 12:18 PM To:Carpenter,Kristi Subject:FW: 17BP.6.R.107 / Bridge 770434 / SR 1003 / Robeson County Attachments:SF-770434_Permit Package Wetland_20171127.pdf Follow Up Flag:Follow up Flag Status:Flagged This is a courtesy Copy In the Lumber basin other stream info on front sheet From: Rerko, James J Sent: Wednesday, November 29, 2017 10:35 AM To: Hair, Sarah E SAW (Sarah.E.Hair@usace.army.mil) <Sarah.E.Hair@usace.army.mil>; Steenhuis, Joanne <joanne.steenhuis@ncdenr.gov> Subject: 17BP.6.R.107 / Bridge 770434 / SR 1003 / Robeson County Liz / Joanne Attached is the Permit Drawings for Bridge 770434 over Back Swamp Canal along SR 1003 in Robeson County. There were no jurisdictional wetlands delineated within the project area and the project will ultimately impact upon <0.01 acre of Surface Waters. Basically, 0.0037 acres of Surface Water impacts will occur for Bank Stabilization (rip-rap slope protection for the roadside ditch and pile footprint). With the minimal impacts proposed I believe that the project is a non-reporting Nationwide Permit #3 / WQC 4085. James J. Rerko, PWS Division 6 Environmental Officer North Carolina Department of Transportation 910 364-0834 office 910 486 1959 fax jjrerko@ncdot.gov Email 1000 Transportation Drive Fayetteville, NC 28302 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. _____________________________________________________________ 1 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 2 � �j�� , North Carolina Department of Transportation Sti)1't73tiVrd1PF Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN �-��---• (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.6.R.107 TIP No.: SF-770434 County�ies): Robeson Page 1 of 1 General Project Information WBS Element: 17BP.6.R.107 TIP Number: SF-770434 Project T pe: Brid e Replacement Date: 8/7/2017 NCDOT Contact: Jon Moore, PE Contractor I Desi ner: Sun ate Desi n Grou Address: Hydraulics Unit Address: g15 Jones Franklin Road 1590 Mail Service Center Raleigh, NC 27606 Ralei h, NC 27699-1590 Phone: 919 707-6738 Phone: 919 859-2243 Email: 'Imoore ncdot. ov Email: belam sun atedesi n.com Cit ITown: Pembroke Count ies : Robeson River Basin s: Lumber CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.078 Miles Surroundin Land Use: Rural Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: Paved 11' lanes with 6' shoulder section (4' grassed) Paved 11' lanes with 4' grassed shoulder section Annual Avg Daily Tra�c (veh/hr/day): Desi n/Future: N/A Year: N/A Existin : 2100 Year: 2017 General Project Narrative: SF-770434 is a bridge replacement project that involves removing Robeson County bridge #434, on SR 1003 (S Chicken Rd.) over Back Swamp, and replacing with a 1@40', (Description of Minimization of Water 1@45', 21" cored slab bridge with 2.5' end bent caps. The existing bridge is 3@25' concrete deck on concerete channels with timber piles and vertical timber abutments. No Quality Impacts) deck drains will be used on the structure, reducing stream pullution associated with roadway runoff. Additional measures implemented to reduce impacts to the stream and surrounding properties include, maintaining exsting 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. Waterbody Information Surface Water Body (1): 8ack Swamp NCDWR Stream Index No.: 4-8-(2.5) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: 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 justifcation in the General Project Narrative) General Project Narrative) �=r ilrr"'.r1 i' -A FOl� 1!'�;j .\ OT `�� IBr7�5 � � 0 � O V •� � V � � O V * - DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVE RADIUS, HORIZONTAL STOPPING SIGHT DISTANCE, AND SUPERELEVATION ��I' �1�°II�'E ��' ��1�' °Z' IZ-�-I ��' � 1 '. �IL,1I!�� ' �� PERMIT DRAWING SHEET 1 OF 4 ROBES01� COUI�TY LOCATI0111: BRIDGE 1110. 770434 OVER BACK SWAMP CAIIIAL 0111 SR 1003 (CHICKEN ROAD) TYPE OF WORK GRADIIVG, DRAIIIIAGE, PAVIIVG � STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN BRIDGE STA. 13 + 63.31 -DWYI- PC Sta. 10 + 00.00 END CONSTRUCTION \ BEGIN NCDOT PROJECT 770434 ��' -L- POT STA. 12 + 14.00 Q . E ADDISON TRAM RD -�- CHICKEN RD (SR 1160) (SR 1003) �� -? -DWY2- PT Sta. 10+95.64 _'— -� --� NAD 83 — " " NA 2011 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. END NCDOT PROJECT 770434 -L- POC STA. 16+28.00 �- ' � � I� � % cs � � � ° �s �� 7 �O?/ END BRIDGE STA. 14 + 50.69 � 1223 Jones Fronklin Rd. Raleigh, N.G 27606 �vC e ETHERILL �+�e�se No. F-0377 ENGINEERING Bus: 919 851 8077 Fox: 919 851 6107 T�l✓SPORTAr lON PLANNIf r i c�l�N PRIC�t;r _ l RIIt;T(iRF �FtiIGN � ivi�isn��t uEsicN � v �Ns � oN rr��rr�i�,N �a�r��AnoN BRIDGE #770434 EXPRESS DESIG11l BUILD: DIVISION 6 6B - YEAR 7 ROW PLA11tS BRIDGE #: 770434 S UBMITTAL #: C-013R1 SUBMITTAL DATE: 11 /21 /17 RELEASE FOR CONSTR UCTION DATE: OOCUMENT NOT CONSIOEREO FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH F�:r,-r�,� r,n HYDRAULICS ENGINEER ADT 2017 = 2100 DIVISION OF HIGHWAYS 3� �$ � 3� 60 1000 Birch Ridge Dr., Ralevgh NC, 27610 .� ��(�� ADT FY = WA ; « '� � � ,_�� DHV = �yq LENGTH ROADWAY PROJECT 176P.b.R.107 = 0.061 MILES 2012 STANDARD sPEcrFrcnr�o,vs «` ( "�G� PLANS LENGTH STRUCTURE PROJECT UBP.6.R.107 = 0.017 MILES p.E, `� � � D= WA RIGNT OF WAY DATE: EDWARD G. WETHERILL, PE Slcxarur�: �a,� ; 3� �rJ � 3� 60 — p * PROJECT ENGINEER � ~ � T- b /o TOTAL LENGTH PROJECT 17BP.b.R.107 = 0.078 MILES ROADWAY DESIGN � �� JULY 18, 2017 a�� , V = 55 MPH EIVGINEER � �� , ir PROFILE (HORIZONTAL) *(TTST =3% +DUAL =3°/a) LETTING DATE: GREG S. PURVIS, PE `', o j` 6 3 0 6 12 NCDOT CONTACT: VIRGINIA MABRY JULY 18, 2017 PRo�cr n�s�cN �xcnvasie �� pr��a�'�i FUNC CLASS = LOCAL �NAGER -PRIORITY PROJECTS (lA(!T ` / PROFILE (VERTICAL) SUBREGIONAL TIER ''L src�runs: ��; PROJECT REFERENCE NO. SHEET NO. - NOTE: O LONNIE MCARTHUR, JR. ��. G � DENOTES IMPACTS IN BRIDGE# 770434 17BP.R.6.107 a SHOULDER BERM GUTTER 2 r� � EST.RATONSMBANKMENT � ROW PLANS FROM STA 13'-40.00 TO o � STA 13+52.4A -L- RT �p �n [ST.70 SY GF �, SURFACE WATER RM' SHEET NO. Y ^� SEE �ETAIL .'�3 ROADWAY DESIGN HYDRAULICS SHOULDE2 BERnn GUTTER s� DOCUMENT NOT CONSIDERED FINAL - Faonn 57n ta�-6t.s6 io �'s' UNLESS ALL SIGNATURES COMPLETED ENGwEER ENGiNEER ,,� $TA lA � 75.00 -L- RT m n NO RECORDS FOUND � r ' FOR THIS PARCEL n�� O 20' TYP. I � S - >' 12231ones Franklin Rd. � � � C � "' ;� - ETHERILL Raleigh, N.0 27606 N M E% �/�� C W I � 1�_ ; ENG�NEERING License No. F-0377 / Bus: 919 851 8077 � � �� , Fax. 919 851 8107 n + � I I �%` � sPec- ur_ v� oiTcn - / $EE DETAIL =1 TRANSaORTAT1pN PIqNNING/�ESfGN-BftIDGE/STRUCNftE DESIGN R IN T; VI � E � C[VIL/SRE�ESI�N-�IS/GPS-[oNSTR�CTI�NOBSERVATIDN 1,�/ d fTi SPFC. EE DET�AILCH -_. -I--___-� rr / 18„ I�'?�� ,/P MOVE = m RETAN CM= C _ TIE EXISTING � . .� tXISTING RW DITCH "- __ , _ _ J_ q: �. ��-� PERMIT DRAWIN � � _ ----- �� ,-� _ , - , R - � ^o� ��o T�; �N S ! '�_ �-� -'-` �'� S H E ET 2 O F 4 Ao�isaN r�.�n-r r,c� r�h ��60� �� , i �, � � � CHICKEN �(_J (5/�ICJCJ3J 24'L3�T -, ii�l � j', � �F � � = N 2° 22' 11.2" E , �� i � � i � � � �� - � � F ��". To z�� I i �� - ! ` l ANNIE B, DIXON, ET ALS �� i �' F-- F -- F � � � _ �� \ � � -� ,�03 � \ ` in � � � � � � �k/�S I�, ., � ..� _ �+Foeos F ��_ � \ Ti E\ISTING RW �.� � r., f � � - � •� �Ei CL �B RIP RAP - F�_\ �_ \ \ G Rhi 0 R T - � � a �� Esr_ � roN ��- � _ ��- PUE - PU� � - � I ' �I '�-' � �� niN � es1_ s s� PUE ��- � \ � � �� , C� - �. � r - 'PWk��- ��.��,.,p4P. PUE �E �� .y� /�\\ II_�" CMP -1 �n � E �� Q; � � � -y SPEC. LAT.'V' DRCM �� 1 N C \� C �� I � �C�� SEE DETAIL +:1 J � _ \ �O � � E `_' �� w I - I t_ �, S r \ . � / � � �m � �NG R� � � � , -_ ` a �o� eir anP � EST.2 TON$ ��'�� EST.7 SY GF I � '`7�C� \ SPEC. LAT. 2' BASE DITCH \ - =\� SEE DETAIL r2 . z I - DESIGN EXCEPTION REQUIRED , � RiP RAP AT FOR HORIZONTAL CURVE RADIUS, NOTE: SEE SHEET 5 -_n a ennanNKMeNT j HORIZONTAL STOPPING SIGHT �;; �; -� � O esT s TONs - DISTANCE, AND SUPERE�EVATION FOR DRIVEWAY ALIGNMENT JAMES T. & � � �' ��; � �� ,� �� see oernu. aa 3 & PROFILE ERNESTINE M, HASKINSI� �' CHARLES & MARY SMITH �, `�� JAMES T, & ERNESTINE M, HASKINS J,B, THOMPSON HEIRS � � I SEE SHEET S-1 THRU S-?? FOR STRUCTURE PLANS i-- i i Pl = l4 f0 ,00 � 0� 43° l' 30.6" �RTJ � �_ EL = 143, 5' I L =� 498.1/ Q , L = 142,7 ' � _ //7 W � _ /14 � , - � _ � S= 55 PH a o V = 8' a R = 660. 0' SE _ .05 � ° S = 55M H �., � CL GRADE ELEV. =143.09 � � D = �SMP � � FOf� HOR ONTA�L CUR E / m Q 2t" C RED s a Q Q � � � (+ Oa32 3% � sK w= 90° W� -)Oa 78% � � � �M � I t Xl5 , (�)OelS 0% ( )0,3 73% __ _ - (-�0,697 % XIST� r. � � -------- 1_r_�o._ aaz r�o.6i --- = ----- -- G A � 1942�=�33 i_Lio,o � I ---- ---- o�� - (+1OB41 % � ��..��I�g9S - - - - � � ELFV �= 1�40'��.� EI = 13830 � � .5' MI . EI = l3 30 STk 15+50 -L- RT STA /2+/4 -L- oLT S7A 13+40 -- RT � EI = 138.40 STA l+28 -L- RT BRID E HY�R,Q�iL� DATA EI =�138.60 EX AVATE O AP ROX. � DESI�N DISC ARGE = 3 0 CFS , E/ _ /39 0 , EL. 38.0 CL I I DES�GN FRE UENCY = 2 YRS EST.O CY I O10 I I I EL.1 8.0 @ CL DESI�N HW LEVATILjN = I 0.5 FT L I I RI P RAP '2 ��-, BAS$ DISCH RGE � = 2 80 CFS BEGI�J BRID E END APPROI4CH S B 1'S'� I �" I I I BASEf FREQ ENCY = l 0 YRS -L- S�A. 13 + 3.31 -L- TA. 14 + 61.56 W BASQ HW E EVATION = l 3.6 FT ` � � NWS ON 8 30-17 OVE TOPPIN DISCHA GE = 6 0 CFS � ! D AIL #7 DETAI #3 OVERTOPPIN FREOU NCY= 5 YRS s = o' I ' i No, �a s�aiei i Ho� �� s<aiei = M O DET IL #2 _ �_ � � I � I I � S ECIAL WTE L BASE DIT H lo�m�n. _ I �' ' S� Na .al 3\°�� f�ii Grodo I.0'min_ ' � 1.5 ; _ �• • G, ��° .', o j�� ' Na��.a� ,% `-F,�� i DAT� OF S VEY = 8 30/l7 � - - � BEG. APPROA H SLA� END BiRIDGE M;,, o=i.o F�. � `�� ceoT�me WS. �LEVATlO - U M'". o`,. F'. Tv,e or ��e = 5 roNs.�� I' Rip-Rop AT ATE OF SURVE _� 4.4 FT � - - �.A . �--$T�l o e-z o F� r-�r SKETCH HOWING BRI GFiPAV'EMENT RELATIONSHI FRO STA.15+5 TO STA.16+28 -L- RT FROM ST .13+40 TO STA.13+90 -L- RT FROM 5.13+90 T� STA 13+9 -L- RT '�� t °��` 10 11 12 13 14 15 16 17 ��; PROJECT REFERENCE NO. SHEET NO. - NOTE: O LONNIE MCARTHUR, JR. ��. G � DENOTES IMPACTS IN BRIDGE# 770434 17BP.R.6.107 a SHOULDER BERM GUTTER 2 r� � EST.RATONSMBANKMENT � ROW PLANS FROM STA 13'-40.00 TO o � STA 13+52.4A -L- RT �p �n [ST.70 SY GF �, SURFACE WATER RM' SHEET NO. Y ^� SEE �ETAIL .'�3 ROADWAY DESIGN HYDRAULICS SHOULDE2 BERnn GUTTER s� DOCUMENT NOT CONSIDERED FINAL - Faonn 57n ta�-6t.s6 io �'s' UNLESS ALL SIGNATURES COMPLETED ENGwEER ENGiNEER ,,� $TA lA � 75.00 -L- RT m n NO RECORDS FOUND � r ' FOR THIS PARCEL n�� O " � 20' TYP. I � S ,e�� _� �,F F:,,s N �� ' � � '�` 1 37onesFranklinRd I ; _ , + � �; � .� - � " � � Raleigh, N.0 27606 �' '� -I i� m E� C� C III � ' 1 eN�tNEERi�i� ZZ Llcense No. F0377 n. o E i �C I,� . �- � i �m ., Bus: 919 851 8077 � � _ � �'v, � � � �� -..\ .. I , .-� -. ,. , ::� � - � Fax: 9198518107 _ � , . . i,,�. . ti w � D �� T � -� �_ ` � SPEC. LAT.'V' OITC�H ' : � - �� / ' � 4 � � � � � " $EE DETAIL J�1 % / - TRANSaORTAT1pNPlqNNING/�ESfGN-BftIDGE/STRUCNftEDE51GN \ � � I � " - �. � CI � ' ` � C[VIL/SRE �ESI�N -�IS/GPS-[oNSTR�CTI�N OBSERVATIDN r m i TIE E%ISTING � SPEELqT.'�'-DITEH C W . / � _ - - � . c � - EXISTING RW - SEE DETALL �7 -� �� I - �Tq ��-� � _. ">o-l-� '.. DITCH � �"� � _ _ _ �A r �P �O I��P�_7'�. -- � /`�� _ v� -.. I M _ _ � m �� _ � - __ -_ �- _ - - -_-_- �;:0. S � \ � -._- -F �� PERMIT DRAWING s F- -_ , - _ --- t__ �_- �� 4� GRAD� T�, R�N m ., S H E ET 3 O F 4 - ' __ �\ ` _ � � � � � �F �� „ T (Ao�i,cN ��F�;F��c>>s��h-� e`.r �� I�� i: -� �_ ��F V-_` �, - - N 2 22 /l.2 E To z�� , �� , __ - � _ � � � ,-, - __ _ _ ' -__ - ANNIE , DIXO , ET ALS -, ,- ; \� � __ - - F - - � - F � � - - -, W �- _ - _ _ - _ '. _� _ _ - .__ _ __. __ _ _ �Ia03 � . �\ __. _ _ _ __ - �Y7,ST� . _ , � _ _ � �� ^ - _ _ _ _- - ^ � w=,_ � � �� 5 _ � s :- � � o�as ` F��_F\ `` ` ,. ryc R B N E\ISTiIJi� �W - . . ��0� � - / � - '=� Gk�BRIPRAP _ - -'�- � . � . � w � R , �, , �--- -- � �� -._ �� Esr rTON - �_ _ � � _ - ` _. i � �� _ '-�,i'-PUE , . I' � , � � � � esr.s sv-aF--._��.P�. �� ... ` �.. ' PU . � � .:��EiAIN � �� r � �_'�"� f , , \ .. \ . �� '` �� _ �c �Mo PUE - � �� C � � � ��' I- M,Q � I O � �L`� J� F', � e \�/ , U > \- /� �J � �� y ��I � SPE¢. L%T.'V' DITCH . � �� y/ � � Ot^ . . . . .0 �� C _1 � �.'I � �� .- I C I S�E DEfAl4 81 I � � � _ _ - eX �� / \\ \. _ \ N-,'� � E `�', � ��J " . � �. _�� ' . �� . , � �. I . .. \ , ' _ CL 'B' RIP RAP � � . ' � I �'-'L i. \ E5T.2 TONS �� EST. 7 SY GF i � � T'Ci . SPEC. LAT. 2' BASE DITCH � \ � SEE DETAIL r2 . I \ -.�� y z I - DESIGN EXCEPTION REQUIRED , � RiP RAP AT FOR HORIZONTAL CURVE RADIUS, NOTE: SEE SHEET 5 -_n a ennanNKMeNT j HORIZONTAL STOPPING SIGHT �;; �; -� � O esT s TONs - DISTANCE, AND SUPERE�EVATION FOR DRIVEWAY ALIGNMENT JAMES T. & � � �' ��; � �� ,� �� see oernu. aa 3 & PROFILE ERNESTINE M, HASKINSI� �' CHARLES & MARY SMITH �, `�� JAMES T, & ERNESTINE M, HASKINS J,B, THOMPSON HEIRS � � I SEE SHEET S-1 THRU S-?? FOR STRUCTURE PLANS i-- i i Pl = l4 f0 ,00 � 0� 43° l' 30.6" �RTJ � �_ EL = 143, 5' I L =� 498.1/ Q , L = 142,7 ' � _ //7 W � _ /14 � , - � _ � S= 55 PH a o V = 8' a R = 660. 0' SE _ .05 � ° S = 55M H �., � CL GRADE ELEV. =143.09 � � D = �SMP � � FOf� HOR ONTA�L CUR E / m Q 2t" C RED s a Q Q � � � (+ Oa32 3% � sK w= 90° W� -)Oa 78% � � � �M � I t Xl5 , (�)OelS 0% ( )0,3 73% __ _ - (-�0,697 % XIST� r. � � -------- 1_r_�o._ aaz r�o.6i --- = ----- -- G A � 1942�=�33 i_Lio,o � I ---- ---- o�� - (+1OB41 % � ��..��I�g9S - - - - � � ELFV �= 1�40'��.� EI = 13830 � � .5' MI . EI = l3 30 STk 15+50 -L- RT STA /2+/4 -L- oLT S7A 13+40 -- RT � EI = 138.40 STA l+28 -L- RT BRID E HY�R,Q�iL� DATA EI =�138.60 EX AVATE O AP ROX. � DESI�N DISC ARGE = 3 0 CFS , E/ _ /39 0 , EL. 38.0 CL I I DES�GN FRE UENCY = 2 YRS EST.O CY I O10 I I I EL.1 8.0 @ CL DESI�N HW LEVATILjN = I 0.5 FT L I I RI P RAP '2 ��-, BAS$ DISCH RGE � = 2 80 CFS BEGI�J BRID E END APPROI4CH S B 1'S'� I �" I I I BASEf FREQ ENCY = l 0 YRS -L- S�A. 13 + 3.31 -L- TA. 14 + 61.56 W BASQ HW E EVATION = l 3.6 FT " � � NWS ON 8 30-17 OVE TOPPIN DISCHA GE = 6 0 CFS ' ! D AIL #7 DETAI #3 OVERTOPPIN FREOU NCY= 5 YRS s = o' I ' i No, �a s�aiei i Ho� �� s<aiei = M O DET IL #2 _ �_ � � I � I I � S ECIAL WTE L BASE DIT H lo�m�n. _ I �' ' S� Na .al 3\°�� f�ii Grodo I.0'min_ ' � 1.5 ; _ �• • G, ��° .', o j�� ' Na��.a� ,% `-F,�� i DAT� OF S VEY = 8 30/l7 � - - � BEG. APPROA H SLA� END BiRIDGE M;,, o=i.o F�. � `�� ceoT�me WS. �LEVATlO - U M'". o`,. F'. Tv,e or ��e = 5 roNs.�� I' Rip-Rop AT ATE OF SURVE _� 4.4 FT � - - �.A . �--$T�l o e-z o F� r-�r SKETCH HOWING BRI GFiPAV'EMENT RELATIONSHI FRO STA.15+5 TO STA.16+28 -L- RT FROM ST .13+40 TO STA.13+90 -L- RT FROM 5.13+90 T� STA 13+9 -L- RT '�� t °��` 10 11 12 13 14 15 16 17 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+04.5 -L- BRIDGE BENT < 0.01 13+90 to 14+00 -L- BANK STABILIZATION < 0.01 30 TOTALS*: < 0.01 30 0 0 *Rounded totals are sum of actual impacts NOTES: Total Permanent Pier Impacts = 14.1 SF = 0.0003 AC Total Permanent Bank Stabilization Impacts = 148 SF = 0.0034 AC 2016 09 09