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HomeMy WebLinkAbout20170331 Ver 1_B-5304_Permit Drawings 20170224_20170322Carpenter,Kristi From: Sent: To: Subject: Attachments: Follow Up Flag: Flag Status: Steenhuis, Joanne Wednesday, March 22, 2017 4:45 PM Carpenter,Kristi FW: B-5304: Bridge No. 203 over Sills Creek on SR 1324 (Crooked Run Road), Pender County B-5304_Permit Drawings 20170224.pdf Follow up Completed From: Rivenbark, Chris Sent: Wednesday, March 22, 2017 11:57 AM To: Shaver, Brad E SAW (Brad.E.Shaver@usace.army.mil) <Brad.E.Shaver@usace.army.mil>; Steenhuis, Joanne <joanne.steenhuis@ncdenr.gov>; Lane, Stephen <stephen.lane@ncdenr.gov>; Brittingham, Cathy <cathy.brittingham@ncdenr.gov> Cc: Riffey, Deanna <driffey@ncdot.gov> Subject: B-5304: Bridge No. 203 over Sills Creek on SR 1324 (Crooked Run Road), Pender County Good morning, We're planning to proceed with construction under the latest NW 3 General Conditions and Water Quality Certification. Additionally, the project does not cross any AEC's. We are not requesting written approval however the permit drawings are attached for your files. Please let us know if you have any questions. Chris Rivenbark Natural Environment Section Technical Services North Carolina Department of Transportation 919 707 6152 office crivenbark(a�ncdot.gov 1598 Mail Service Center Raleigh, NC 27699-1598 1020 Birch Ridge Drive Raleigh, NC 27610 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Hi�.;h�N�1V North Carolina Department of Transportation �� Stonilwdter Highway Stormwater Program � �', STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 46018.1.1 TIP No.: B-5304 County(ies): Pender Page 1 of 1 General Project Information WBS Element: 46018.1.1 TIP Number: B-5304 Project Type: Bridge Replacement Date: 10/17/2016 NCDOT Contact: Paul Atkinson, PE Contractor / Designer: Charles Heafner, PE, CFM Address: 1590 Mail Service Center Address: WSP � Parsons Brinckerhoff Raleigh, NC 27699 1001 Morehead Square Drive, Suite 610 Charlotte, NC 28203 Phone: 919-707-6707 Phone: 704-342-5409 Email: patkinson@ncdot.gov Email: heafnerc@pbworid.com CitylTown: Penderlea County(ies): Pender River Basin(s): Cape Fear CAMA County? Yes Wetlands within Project Limits? Project Description Project Len th lin. miles or feet): 0.11 Surrounding Land Use: Forest, agriculture, and light residential development Proposed Project Existing Site Project Built-Upon Area (ac.) 02 ac. 02 ac. Typical Cross Section Description: 2-10' lanes w/ 4' grass shoulders 2-9' lanes w/ 3'-4' grass shoulders Annual Avg Daily Traffic (veh/hrlday): Design/Future: 619 Year: 2037 Existin : 437 Year: 2017 General Project Narrative: The project B-5304 consists of constructing and new bridge, 110' long, to replace the existing bridge #203 in Pender County on SR 1324 over Sills Creek. Runoff from the (Description of Minimization of Water bridge deck drains to the north approach where it will be captured by inlets and conveyed to rip rap aprons before discharging to the stream. Quality Impacts) This project creates surface water impacts due to installation of piers for the proposed bridge. Impacts to wetlands are created by mechanized and hand clearing within the right of way and easements, installing rip rap aprons, and excavating to install the proposed bridge. Impacts have been minimized by avoiding the use of deck drains, and promoting sheet flow and infiltration with grassed shoulders. The removal of existing road fill under the bridge will improve conveyance and reduce velocities in the bridge opening. Waterbody Information Surface Water Body (1): Sills Creek NCDWR Stream Index No.: 18-74-29-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Sills Creek 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) 0 v ! I � •� � V � O� � � � � •� � V � � O V See Sheet fA For Index of Sheets See Sheet 18 for Conventional Symbols See Shee 1C for Survey Control Sheet 1324 1359 Hawkeye English Rd. Penderlea 1326 1325 s�`i 13 1328 O ;� : � VICINITY MAP � ) v��� 1325 � � + A 5���� � 6 � �^ 1323 PROJ ECT 11 / OFF SITE DETOUR • ���� 1324 llry �\`� ���1L1L ��a����l1L�� �� �'1 a � 1L��[�yyl[�1[��� �IF 1I�:I�.�[-I `��' �`��� PE1�lDER CO U1�lTY LOCATI011I: REPLACE BRIDGE N0.203 OVER SILL'S CREEK ON SR 1324 TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING AND STRUCTURE TO SILLS CREEK RD. ...t� WETLAND AND SURFACE WATER IMPACTS BEGIN TIP PROJECT B- —L— POT STA. 9 + 50.00 � BEGIN BRIDGE -L- STA. 11 + 70.75 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ???. GRAPHIC SCALES DESIGN DATA ADT 2017 = 437 50 25 0 50 700 ADT 2037 = 619 PLANS K = 10 % D = 60 % 50 25 0 50 100 T= 4 %* V = 60 MPH PROFILE (HORIZONTAL) * TTST =1 % DUAL 3 % l0 5 0 l0 20 FUNC CLASS = LOCAL RURAL PRc�Fl�E IVERTICAu SUB-REGIONAL TIER 04 � � � � 4� \ �,� F� � SITE 1 END TIP PROJECT B-5304 �L- POT STA. 15 + 20.00 C+,p ` \ �F � r END BRIDGE -L- STA. 12 + 83.25 PROJECT LENGTH P�epared In fhe Offlce of: DIVISIOIV OF HIGHWAYS ID00 Birch Ridge Dr., Raleigh NC, 27610 LENGTH ROADWAY TIP PROJECT B-5304 = 0.087 MILES z°'z srnNonnn sPEcrFrcaT,oxs LENGTH STRUCTURE TIP PROJECT B-5304 = 0.021 MILES RIGHT OF WAY DATE: GARY LOVERING, PE TOTAL LENGTH TIP PROJECT B-5304 = 0.108 MILES NOVEMBER 18, 2016 rR°'E°T En�`NEER LETTIIVG DATE: SAM ST. CLAIR NOVEMBER 21, ZO�7 f'ROJECT DESIGN ENG7NEER ST�TB SI'ATE pROIECI' REFCRENCB N0. J��� B-5304 9TAT6 PROI.N0. P.A.PROI.NQ 46018.1.1 BRZ-7324(7' \ �q0 8�20�, PERMIT DRAWING SHEET 1 OF 7 � HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER PB. TO NC 11 sxE�T TOT�� � OC9CRIVIfON PE INCOMPLETE ff�LAN� DO NOT U3E FOR R% W ACQUIBITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED r i � "� PROJECT REFERENCE NO. SHEET NO. � 6 N � DENOTES IMPACTS W � DENOTES EXCAVATION � DENOTES FILL IN i � `A�ay SURFACE WATER IN WETLAND F WETLAND -�.�Q4 4 � `� BEGIN BRIDGE Z` END BRIDGE DENOTES TEMPORARY N � sHeer No. __ � IMPACTS IN SURFACE � DENOTES MECHANIZED � �� ROADWAY DESIGN HYDRAULICS � -L- STA.17+70+/- -L- STA. 12+83+/- ' CLEARING DENOTES HAND \0 8� ENGINEER ENGINEER � WATER CLEARING �'� 2 I BEGIN APPR. SLAB 3-� END APPR. SLAB oI, INCOMPLE E PLANS � -L- STA. 11 + 59 +/- -L- STA. 12 +94 +/- � oo vor ese aoa rw ncou�sir�oN I — � N (V (V �� I - � .. �;,�� � �, I � �.� oQ3 p �� � � � �o�� 3,_Q„ NV� � ��� � DOCUMENT NOT CONSIDERED FINAL � UNLESS AL� SIGNATURES COMPLETED � SKETCH SHOWING BRIDGFiPAVEMENT RELATIONSHIP � ���� ���� � NOTES: PERMIT DRAWING �1 SEE SHEETS S1-00 THROUGH si-oo I Q�' �s,. SHEET 2 OF % FOR STRUCTURE PLANS I' L_L_L_L_L� APPROACH SLAB � ' EXCAVATION�15 HAND HAND CLEARING '�' �.IN WETLANDSW CLEARING � �' 'y w MECHANIZED FILL IN � J. PERMAA�ENT '" \ w +y �y �YCLEARING '4H'ETLANDS � SURFACE WAT�,R ». � � �� �y y �, IMPACTS PERMANENT � � �y ry �' 'y � � w �y WWDfD ,:, 'V \ �.i� � �IMPACJjS WATER'� � \ CLEP,RING ED � ,y =Y � � � ,y���P �1' ;r �9 � \ EXCAVATIONy. � FILL IN 'Y �y �' 'y '�� IN WETLANDS � �yE7�qND5 I � ,y � 'Y ,y '�i 'y W ED �y �4 � '� � '� � �, w � '" � '� ,y R _ - "- -•��-�_ '" '" P R � � � � '" '" � --------.�a- --,---� � �_�_ e � � � � _� I � � », �y '�' 'Y � � � / F— HAND CLEARINy. � � � � � � — F �:�'�_. � �Y �. � —� � � � i•� �. �y '4 'M �w�.e� _ _ — — _—_-------_ , � � ' — I � � � ,y �4 '�' � � � TB 2GI_ . I �i � — - -- � \ � � y � � � - F ��� — -- — — -- — -- "�'APER F _ _ - i � � \ ��r�e�'�/ +�iLT.& RT. � ----_ '. 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SHEET NO. �DENOTES IMPACTS IN DENOTES EXCAVATION F DENOTES FILL IN -�,�Q4 4 SURFACE WATER IN WETLAND � WETLAND - � DENOTES TEMPORARY � � ww sHeer No. -- IMPACTS IN SURFACE . DENOTES MECHANIZED � DENOTES HAND '4� D ROADWAY DESIGN HYDRAULICS CLEARING CLEARING ��J,?i ENGINEER ENGINEER WATER w2 �s � � � � � � e � �� � � , � 1 1 � INCOMPLE E PLANS � i I � � \ I 1� \iOT f'SE FOR d W ACQU[SITION , I L_ � "�� � 1 �...��� \ � ^" I . ss� .ess� � . 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'y � � � � `.• F— HAND CLEARINy.� '� :. �li . � _ r . _ _ _ _ . �� .. lv ' .. _. �' � . _� ., :_ . � . _� _ _ » � � s,�. — — _ � � _ — � - .... --•' a,,. >'-- - F �, - �- w tw�e , : � �� '� w7'�, �'�- � . . m � a.. � . ^° .�g � , / ! 4' _ � i � \ �� », � �y . . �4 � �� aa.. . � .,.s. TB JGI - \ -. � � � � � � y � � � �- - �a— F '�{p� - -_ _ � _� � -- '�APER F c �- � _ _ s - �..o ->a < -- � � �- � � , / � � � � ��"-' , ""' LT. & RT. _ } F � \ F LT. & RL � e z - 1 � r -i - - - � � �n �m � `--_ �P___ �-- a--- - � -- ,/_- ��`'� '�� - -- ---- -- � �� . � � .-:,.� � _ .,m � . w��,_ _ .. - - - �'='� � � w � �� _� x�e_� � �, _ _ � � _ �9. , � � �'',, �� -�.6--- � -� � � � e � � , 'y � .� �y . ... � , �:la" `r � �.� �� -,p. : - � � ' .s ,Y'- ri � � I I � � � _ �� � s /._ �(y1. a,;. - . . r, .. _ A. �y `w\ a . C V - � e ' -�' -�f � sie�s �1' .es �,' � � FILL IN ,.W00 - l x �' Sv P », � �Y � ' � � ' . \\ � � _ _-_ - �:y- = � ''�� �4 WETL4NDS 'y s%' �FERD '4 � \ / - - ,am� -r �y .. 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LAB � BEGIN ,GRADE I -L- STA.11+59.8;8 =L- STA.12}94.13 I END ',GRADE -L- STA; 10+00.001 I I I I I -L- STA. 14+70.�0 � � � � � � EL. 47J3' EL 5 .13' - -- - ---- --- -- ----- ------ ----- - -- -- - --- ----- INCL.2.5s RESURF. --- --- ---- - --- -- - --- INCL.2.5" RESUf�F.- -- - ---- ------------- ----- - ' PI',= 12+25J00 I PI =', 14+10.00 , PI = 1Q+50.00 EL = , 49.70' EL = 47 q7, EL' = 50.80" - 6Q ----- ----- ---- - - - -- �'� = zoo� � ---- vc - izo' - ----- ------- 64 yC _ �l�p� K'- 90 K=� 96 , � K= 45 I D$ = 51 MPH DS = 50 MPH I � � � � I DS ='S0 MPH I I I I I I I � � � � 5Q - ----� �- ---� �------ ----- - --- i_ein° -F — — - - - ----- ------- ----- ------ 54 � � � ( )0.594 % � � � �. _ � — � � � � � � � �� ��. 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ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER DENOTES IMPACTS IN ', DENOTES EXCAVATION / DENOTES FILL IN '� SURFACE WATER �j IN WETLAND F F WETLAND �N�����,� ���,.��� W NOT USIE FOA d W ACOUISITION DENOTES TEMPORARY ���� DENOTES MECHANIZED DENOTES HAND � ,/, IMPACTS IN SURFACE �� �� � � � CLEARING WATER CLEARING DOCUMENT NOT CONSIDEREG FINAL � UNIESS ALL SIGNATURES GOMPLETED v \ ao o ao �Vq � HAND HAND CLEARING ��8�2p�� �R��"" s`��� EXCAVATION JS CLEARING ` � PERMIT DRAWING � �, IN WETLANDS� � � �„ � SHEET 4 OF 7 �' � FILL IN �,� ✓s, PERMAt�l,ENT � MECHANIZED �. SURFACE WAT�R � �j ��' CLEARING � WETLANDS � � �, ��.' IMPACTS � PERMANENT � � '�' ' ; � �, �URFACE WATER � MECHANIZED � �, �w�� o �, �' � `s � IMPAC� � � CLEARING �, �j �' � �s � �, EXCAVATION �,� � � FILL IN �, �,A � N WETLAND� WETLANDS �, >/ � * � W 0 ED �, >y � � � � �' 'r,',1�%;� ,,�R _ _ _ � —W��— _� �����* � R � � � ~ -- -- -- --- _ W � , � / J E - �^ �� a --- -- , � F� �,,- � � � : � �=ir =�"� � � � I I,1_Irl,l � F-----HAND CLEARIN� -------------- ,�� �a,�,� �,�ax� � �- ������ F ___— __ _ _�: , __ _ _ _r ,, --- — TB 2G1_ -!; �s - --- - F �o�-raP�R --_--_---_--- _ — -------------- - �v�-�-a�R F � r —_� _ F ��ti�;�i,i ; �, � L-i �� i _— ---- `� LT. & RT. r �- � �, , ,� LT. & RT. � -- -- — — — W � — — — — - - � — — �� � � i � � -- �-- � — —y, — -- WLE -- -- -- -- - -- — �� � y � ,,, W � �s _ � I W �, � _� , -�-- � � y �, `i V '� �, � � � 5� � �j � ���, � � W ��FD .� '�' �' FILL IN �, w�0� D �`�S 14' x 43' � Sw I�P �, �l � WETLANDS � SwA�P � COFFERDAM � � �,, �' ,�, EXCAVATION�� EXCAVATION , �' �' "'� IN WETLANDS \ � '�' �' � '�' IN WETLANDS � -� y MECHANIZED � �' � �, �' � �i CLEARING � HAND CLEARING� � � �' � HAND ,,, � � '�' �' � �, �j � CLEARING � � � �, �, =�/ ` � ; �' , � =� � � TOP OF BANK � �� N � � � � '� � �' NOT VISIBLE � �� �' � �j � � ,�, � � � � � � � � � � � �- � ��° s � �i_� s �' ��� �' �t�, � � '� �,_��, �' �, T �� C�� z �1 L � � �i— � � �' n y = � �-ti�'a _ �� � � � �� �' PROJECT REFERENCE NO. SNEET NO. 0 � B-5304 4A � � RNJ SHEEf NO. ___ � p , / ROADWAY DESIGN HYDRAULICS ' % ENGINEER ENGINEER � -' � , DENOTES IMPACTS IN ' � � DENOTES EXCAVATION � ,� � DENOTES FILL IN � SURFACE WATER '� % IN WETLAND F '�� WETLAND dNC�l�^d1�1L]E ]E 1P1L.�I�� . W NOT USIE FOA d W ACOUISITION � --- DENOTES TEMPORARY � � � � DENOTES MECHANIZED ��-- �s ' IMPACTS IN SURFACE � � �� � � � CLEARING DENOTES HAND �s � WATER CLEARING � �. . - DOCUMENT NOT CONSIDEREG FINAL � . � - . � �� UNIESS ALL SIGNATURES GOMPLETED .... � . � N�. � � � . � � � � 6 - 5'Sb � � � � � -. \ . \ . � . � � > n A .�_ �,.��� �� . I%l � �`��.ri 4�� . . . m � / � I v� � v v � � ' �9S �,; �,n � �� i �� � �Q �� � � -, � �, < � � �. ' .a 'S y� . o � H , ; � � � � � <� . xo � qQ � �, �� �� �.� ���8� �FAFH�� ���A�E ��"� � .� �� � `, �, " HAND � HAND CLEAR�t�i� ��� 2 � � EXCAVATION � JS��� �� � �� � � � �� � � , , � ��� � �'��� � C�EAR�NG � � � � PERMIT DRAWING ,,, IN WETLANDS�� �� `.� �,��;� ��,i . � �, � �Y - � �� � �s , , �, , � � ��� � � SHEET 5 OF 7 � MECHANIZED �, FILL IN �� `����; . ��,�� ��;,�s, �� PERMAt�l,ENT �� , ����, � ���,�� � � �' ���,.. , � � � ,, SURFACE WAT�R � , �, �� � ` , �,�`�� � �j ;�' CLEARING �� WETLANDS ` � � ,; s�, �,� �� ;,, �i � � , �� �� , � � y \;\\\ \ // �j\ Os�� a IMPACTS .�E�J RFACE WATER� � ,,�\��`, M ,\ \ \\ , s, , , � ����-�, - �- �� ��. � ��l `,�w � �� �`��u� " �� IMPACT � � , , `�CHANIZED , �, wooDED -� �, � N ��,� � �,S � �CL�ARING ' , � � � �' SWAMP , � 4 �„ �� � `� c'�� � � , � � >Y �, � `, � � `, `�� � � �, �� � ' ��r, � �, �� �� �� �' � �, EXCAVATION �, ` ��� �� � � �� �� � � ��" � ' � ���� �- � � IN WETLANDS �� �� � � FIL � IN �� � � � -- ,_ � W � , _ __ _ �j , � �, >/ - 45- � �7� W 0 -D , >y � � `� , � �y � � ---'' -- -- - , *_ � o �' � �� �', 6 ETLANDS � , �-_ - --5�-- - -- _ �, , ,, _ �� - -- R � — _ _- — — _ � � � � � , � �s��r�-1� R �� � , �� _ __ �_ --- �' —w��� * , ��' , �, � -, ,, , �'9b � �� _ . . � � . . . . , . - _ - _ � t � � y� J -w��— - �� � E � �- ���_ � r� , , ` �. � , - - -- - `� s �� - - - - -- ��- � � i - � � . _ . �� � � . �L� � `'�,.r S , � �� � . � _ � . . - � . . 51,�5� � _ _-- _ �� �I� � r�, <`' � < -� . I ' - _ I - . . � .. �` � _ . 5Fr-- -. _��S � - �� E - --- -,. '- - � -- � HAND CLEARIN� _ � �� � � � � ���_� i ; � �� , � �� , � � ��.� -- F^ � , �,� � +\' -��°8b _ . q4.5_ _ __----- �;6v-- I1Tf_I_I I � �''�I� L�1�,f;-)� � �,� " _. – – F a, _ - -- -------- --------------- � � . T_= -�---- F � 0.�0 � . . , I, y� � ��6� _— , - � — — — � 1 � se� �� �e `_ I � � v � � -- — � m� < ib x � .� � �, c�� , : ` ^ ��, 4�.5 TB 2G1_ -!; ��, �, �5 __ - 4�.� - - -- _ k� �.. —_ _ . ... � .. . -- .____� � .... . . , "' -- . � _ F �o�-raP�R- --_--_------_- �,� , _ __--------- �v�-�-a�R F _ 5k -_-__ , � , _ -- F;i�i�i `� _ �-,-; - � � . LT. & RT. _ � - - � , �� �, k� --� ; -_4 y�b _� ------ 4g.5 LT. & RT. - -- 49.� _ _ �— - -- -- - � 4s.m � _ — ��.�� � - - - -- — — ���� — -- _ � — r� � � � ��� ' �rh 4�e� ��5a� -_ = - - - � - - �� -- -- . � � _ � '� I � - - �5 — - -- - - - - - - � - a --- - , - - - � - — i � �- .�- � � . . \ ____ � -45.�--� � . - _ _ _ __ _ _fr��i7 - _ _- _- _ .. -�g . - _ __ - l m � � � �. - - - � � 5\ .- -- �, �5=- _ -". . . - `� � I -- --- - - _ - 45.5--- --_ _ _� ._ � .�, .It+i' ,� ,I, �,�. � �"v ___ -- -- - - - -_ _� -- �. - _ - . 4ZB- •�� � . - __ _ _ _ I, � � - _ �- � , � , � - - �� - ... � . � � . _ _-, _- __ _ -- _ _ -45- _ - � . / � - - 4 � i�� __ _ .. _ , � - 9y -��� .%C , . �, � � ' \� „ �,. . , _ 46e5 � -Vi� -- , ,� � � . ---- --� vv,,- � /, , � , �� � __ �� � � _ _ __ . � __ � , _ _ � , � �/ � 'i �_.-_ / � � � I 1 _ � \\ _ _- //' \\v% _ _. -gss . 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R«�R����� ���. � B-5304 X-3 � � � � � � � � � � � � � � � � � � � � � � � 750 140 730 120 110 100 910 8I0 T,0 6I0 SIO 4I0 3I0 2I0 lp 0 lp 2I0 3I0 4;0 5;0 b'0 T,0 $'0 9I0 1p0 110 120 130 140 130 , �---------; --------�---------; ---------; ---------; ---------; ---------; ---------; ---------; ---------' ---------' ----- ----------' --- PERMIT DRAWING ----I--------- , � I I I I I I I I I I I �I I I SHEET 6 OF 7 ' , , --so---�---------�---------�--------�-------- ------- ' ------- ------- ------- ------- ' ------- ------- ------ ------ ------- ------ ------ ------- ------- ------ ------ ------- ' ------- ------- ------- ------- ' ------- ------- ------- ------- ' ------- --�-- --50--- --- -- - - - ---- --- - -- -- -- - ---�-----r----, �-----�---�---- --------- --------- -------- ---3�a----- 0.020 0.020-- --�_1---- ------ � WETLA�DS------- ---------' ---------'r---------' ---------'r---------' ---------'r---------' --------'r---------' ---------'r---50-- ; i � —T—�� 49;34 �� — — — _ — -- — -- I I �14+D0.00: �� --, I I I I I I I I I 4D � � � � 90 60 � - � - - - - - 60 �— WETLANQS ; 0.020 0.020 WETLANpS I I I I I I I I I 50 - � —�---- �- – � � - - –� - - –� 50 �— _ — — � _ 3� 9 � � � , --__ _ 3:1 , — --,_ , , ! ! --''------ — — —_ 49:23 �y�_�--T-- ---- ------ -- _ ;13+�0.00: � � � 40 ---� - � � � 40 60 � - � -- - - - 60 , , WETLANdS � � WETLANbS 5D - � - �- - -� - I I I . s�t –� -- � 50 –� –� F — —_ _ 3.T � _I_ —_ ` __,_,� I -- -- — ---- -- — -- --- 49:22 ���^_ _,_ � �_ _ _ � 4� - � ' —` -' — —� � 90 � fi3 + OQ.4�, -Z0 -�-- ---'�- ----� -- '� - - ' -- ' -- ' - ' - ' --- '' --- ' ----- ---- ---- ---- ---- - ---- ---- -- - - --- --- '' ' - ' ' ' ' ' z0 , , � , 60--�------�------�---- -� -----� -- – � –� –� � � � � ------ ------- ------- ----- ' – – IAIC�MI�LETE I� -- '– 60 , �-- – �---- -� – --- � � –� � –-- –� ' ' ' END BRID�E -Li STA: 12 +;83.25 � �� �������� i i DO NOt USIS �i PON R± W AC¢UtSITION i �, ', � � � � � � � �, ', ', �, PRELIMJN?�RY ��.r�NS I d) i i i i i i i i i i i i i i DO NOT U5E FOR CONSTRM1�CTION i i I i i « � � I WETLAND� � � WETLANDS I I I I I � � � � I � � � � � � � � �> 50 – � – – � - � – �� - – � � - � - � - � � - - - � - - � – � � - - – - – - - – - �� �� �� - - – – �� �� �� �� �� �� - � 50 _ � —� o 020 0 020 —� � � � � � � � � � � � � � � 49; 21 �� — �-- � ,�� �� ,�� �� �� �� �� �� �� � — _,� — � �. — — ;— — — � — — — — � — — — --� — — — — — — �— --%� �; -- — —;� �� �I �� �� �� � �� — � — �� � �, � � � � � � � � � � � � �� � � � � � � � � � � , � � � � � � � � � � � � � � � � � � � � 9� � -----'�----- '�--- — ' ----- ' — ' — ----' --- ' -- —' ------ ------- ---- — — — ------ ------- ------ ------ --- T - — � � � — --'�— 90 - z � �� �� �� �� �� �� �� �� �� ;12 + �� .2 5 ' �� �� �� - I- � �� �� �� �� �� � �� , �� � � � � � � � � � � � � � � � � � � � � � �,� , � � � � � � � � � � � � � � � � � � � � .� �w , �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �� �4 �� 30 –�-- ---�– --- � -- � – –� – - - - - ---- -- -- – - -- --- -- – - – - – � - - - � - - ' 30 _ �,.� , � –� � – - - - - - - �------ � � �z —� — � � � � � ��r � � � I I I I I I I I I I � I I I � I I I � �� , ' ��' 1$0 140 130 1z0 110 1q0 9I0 SIO P,0 6I0 5I0 4I0 3;0 2;0 lp p lp 2;0 3;0 4;0 5;0 6'0 P,0 $'0 9',0 1q0 1j0 120 130 140 1�0 �, L WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T 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+48 LT, RT RIP RAP APRON < 0.01 1 11+36 to 12+93 LT, RT BRIDGE CONSTRUCTION 0.01 0.01 0.04 < 0.01 0.03 12 80 1 12+93 to 13+91 LT APPROACH FILL < 0.01 0.01 TOTALS": < 0.01 0.01 0.02 0.04 < 0.01 0.03 12 80 0 *Rounded totals are sum of actual impacts NOTES: <0.01 ac of Permanent SW Impacts due to proposed piers. <0.01 ac of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures. sev�emce� zoin