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HomeMy WebLinkAbout20190356 Ver 1_SF-770399_SF-770400_Permit Package_20190320_20190321k li�%I1��'ii�' North Carolina Department of Transportation ,� S L [ )1"l l ]4Yd#Pf � „ Highway Stormwater Program ��' STORMWATER MANAGEMENT PLAN .i��•�-=�'�� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 17BP.6.R.101 TIP No.: SF-770399/SF-770400 County(ies): Robeson Page 1 of 1 General Project Information WBS Element: 17BP.6.R.101 TIP Number: SF-770399/SF-770400 Project Type: Bridge Replacement Date: 1/4/2019 NCDOT Contact: Galen Cail Contractor / Desi ner: Reid B. Robol - Ecolo ical En ineerin Address: 1000 Birch Ridge Drive Address: g40 Main Campus Drive Raleigh, NC 27610 Suite 500 Ralei h, NC 27606 Phone:919-707-6711 Phone:919-754-5005 Email: cail ncdot. ov Email: rrobol vhb.com Cit ITown: Count ies : Robeson River Basin s: Lumber CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.133 Miles Surrounding Land Use: Forest, agricultural, and rural residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.5 ac. 0.4 ac. Typical Cross Section Description: 2@ 11' lanes with 2' paved shoulders. 2@ 10' lanes with 1' paved shoulders. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 3800 Year: 2040 Existin : 2800 Year: 2020 General Project Narrative: State project 17BP.6.R.101 involves the replacement of the existing NCDOT Bridges #770399 and #770400 on SR 1741 over Big Marsh Swamp. Bridge #770399 consists of (Description of Minimization of Water 2@25', 1@24'-8" PS concrete, concrete channels on concrete caps and timber piles. Bridge #770400 consists of 2@25', 1@24'-6" PS concrete, concrete channels on concrete Quality Impacts) caps and timber piles. The proposed bridges consists of 2@50' 21" cored slabs with 2'-6" caps. Two stormwater outfalls are proposed to minimize impacts of having four outfalls from each 2GI. Rip Rad pads will be utilized to dissipate the energy. No deck drains are required for the proposed bridge. Waterbody Information Surface Water Body (1): Big Marsh Swamp NCDWR Stream Index No.: 14-22-2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Big Marsh Swamp 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) � � � � � � � � V W � � � ����� �� ����� �������� �������� �� �������� RUBES01�1 COU1�lTY LOCATI0IV: BRIDGE 1VOS. 399 £� 400 ON SR 1741 (OLD STAGE ROAD) OVER BIG MARSH SWAMP TYPE OF WORK GRADIIIIG, DRAi11tAGE, PAVI11tG, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT PERMIT DRAWING SHEET 1 OF 9 � O i .fl tS� 10+00 m G� m � N �� J � � \T, i � � � � � � � � � � � � � z �o ��< ��f ��f ��f w�,� ��,_ � �. �� >�� ��,� ��� ��- fA fA E FpHif (q fA f �ff3f •, � V � � O V } � � � � 3 ) QCr_I1�1 DDr11Cr`T l7QD L D llll G1�I1'1 DDr11G�'T l7QD � D l(1l —L— JI/"�. 17 TLJ.VV 15+00 BEGIN BRIDGE 399/ � -L- STA. 20 + 78.81 � ENC - - - - -L- O �- THIS PROJECT IS NOT WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF SAINT PAULS. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. �A —V V �/"1• LV 1 LV �V V 3�t0� -L- STA. 23 + 2 6.81 GRAPHIC SCALES DESIGN DATA PRO ECT LENGTH Prepored in ihe Office of: HYDRAULICS ENGINEER J RAMEY KEMP a063�� ADT 2020 2,800 LENGTH ROADWAY PROJECT 17BP.6.R.101 = 0.094 MILE$ & �� �° 30 15 0 30 60 ADT 2040 3,800 A S S O C I A T E S, I N C. INCOMPL]ETE IlDLr1NS gg LENGTH STRUCTURE PROJECT 17BP.6.R.101 = 0.039 MILES T' a ° �' °' `a ` � ° ° E ° 9 � ° e e � � �� ��o DO NOT USE FOR R9 W ACQUISITION DHV = 9% 5808 Faringdon Place, Suite 100 - Raleigh, North Carolina 27609 �'�f � o LENGTH TOTAL PROJECT 176P.6.R.101 - 0.133 MILES Phone:919-872-5115 -www.rameykemp.com PLAN S D= 65 /a NC License No. C-0910 � a T = H��O 2078 STANDARD SPECIFICATIONS * * 3� �5 � 3� b� SIGNATURE: � V= 45 MPH ROADWAY DESIGN EIYGINEER � � TTST = 1°/a DUALS = 7% DECEMBER 12, 2018 CLAUDETTE M.K. ROQUE, PE � cti PROFILE (HORIZONTAL) PROJECT ENGINEER �� �Q FUNC CLASS = RURAL RIGHT OF WAY DATE: �j OQ 6 3 0 6 72 NCDOT COIYTACT.• CHRISTY W. HUFF, PE HERB RIDGEWAY IV � 3� � LOCAL DIVISION 6- DIVISION BRIDGE PROGRAM MANAGER AUGUST 21, 2019 � O p� Q PROFILE (VERTICAL) SUBREGIONAL TIER PH: 910-364-0600 LETTIIVG DATE: PROJECT DES7GNER SIGNATURE: � 4� See Sheet 9A For Index of Sheets See Sheet 9B For Conventionol Symbols �I z O w � II o II �I 0 I° II�II II a II I E I I QI II�II ��� u� � m � 0 i ro .� � � E � 0 � w � � � � w a 0 �� droN M-p � �IO N� N PROIECT REFERENCE NO. SHEET NO. 176P,6, R.101 4 RNJ SHEET NO. PE RMIT D RAWI N G ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SHEET 2 OF 9 / � � � U� ��' � � � � � � � �I -�- '�,,�� � c� P�l StlS 29' 02� fLTJ � �% D = 4' 29' 37.6" , ° 4 L = 366.82' � � R = l�27 .g00' �o�� OS � 55 �MPH to Exist. ��P � � � �� O � � �,e� e_RAMEY&KEMP __ � �� � /����/ /� � � � ASSOCIATES, INC. � � �� ,� / �" / �� �� T ra nspo rtetion Eny ineers , , , , \v / . 5808 Faringdon Place, Suite 700 � � � - -- � Raleigh, North Carolina 27609 .c � . � �, .�- � , � � � � � � � � � � � � � � , � � � � � Phona�mey e7mp.com � .� `� � ,� � � � `� �i �i � � �i ,� � �i � L .� `� ,`L. `� � � � � .� `� � NC License No. C-0910 � � � � ,� � � � ,� � � 1� yc � � � ,� ,� ,� ,� ,� ,� .� � �F .� � '� � '� � '� � '� � '� � '� 1� ,� � 30' 15' Q' 30' 60' �,� �� �,� � �� �.� �1� �,�,� ,� 1� �' ,� ,� ,� � � y� ,� � �, � � � � � � � � ,� � � � ,� ,�,� �y �,� �� � �� �,� �� � �� �� .� � �� �� ,� � �� �� � � � � ,� � '� � ,� � � � ,� '� � ,� � � � � � � � '� �� ,� � '� �� ,� � '�� � ,� � �� � „ ,Y � „ ,v_ � „ x � �� �� � � �l�'�� �� � � � �0+00 � � � � � � � � � � � � � � � � '� � � � � � ,� � 1��'� � ,�C� 1��'� � � � �� � 1�� DENOTES EXCAVATION ,� .� '� '� ,� ,� '� '� � .� � � � ,� � � .� .� ,l� � � '� '� � � '� � '� �� '� � � ,� � � I N W ETLAN D ^ .� ���� � � ���� � �� � � � � � � � � � � � � � � ��� � � �� � � ���� � •� '� � ,� yc '� �'� ,� .� � '� � yc � ,� yc � ,� � ,� � � �� ,� ,� � '� � ,� � '� � DENOTES FILL IN .� � ,� � .� � ,� ,� � .� ,� � � '� .� � WETLAND � � �� � � � �� � � �� � � � � � � � � � � � � � � �� � � � �� � � �� � � � �� �� .� � �'� �� ,�� � '� �� ,�� � '� � � 1� '� ,� ,� � �. '� � � ,� '� � � � � '� �� ,�� �� � �'� �� ,�� � 'L` �� . � DENOTES HAND � � ,� � � � ,� 1� '� � ,� 1� � � � � ,� � � ,� �� � � ,� � � � ,� � '� ,� CLEARING � �'� �� ,�� � �'� �� ,�� �� � �'� ��.��� '�1� �F- � �� � i '�` � ,� 1� � ITC Z 1c 1� 1� � ,� � '� �� ,�� � � �� ''�+�� ,� DENOTES TEMPORARY � ,� .� � � � ,� � '� � ,� � � � � � �, � '� � � .� � � � .� � � ,� 'L` ,� � IMPACTS IN SURFACE WATER ,� �' �'� �, ,� � �'� �'� ,� ,� �� �'� ,� ,� � � ,� .� �: � � '� � � � `� � .i� ,� � �,� ,� � � '� ,� � �''� � � �, '� �` . � ,� . � `� ,� ` .� � � � ,� � � � ,� � � ,� � '� � ,� � � ,� '� � .� � .� � � ,� 1� '� � ,� � '� � ,� � �'� � ,� � '� � ,� y� 1� ��,/ � � � � � �'� ` = I ; �'� �`/ � �� �, ,� � y� � ,� � .� 1� ,� � �� �i� �� �� �i� .�� � �� `�5� � � `� � p� J _� STRUCTIURE PAY ITEMJ � CLASS II RIP RAP P.i I . � � � \ m.^. � �� �`� �� �� `� �� �� .� �`� �� �� `� � �� � `�- �`� �� �. �`� `C � .� � � � �- `C (STRUCTURE PAV ITEM � � � � R � � � � � � �w�e�'- �=� �° .Y R � � _ �_ � '� � --� � � —, y _. �.� �w�a� ��'� „_ ..v �-� � � . � � .� C � F F END SBG �—WLB-- m F �� 53 / ��_—__—__—___— �� `� F / � � — � � �r � I �J_ _� �.r 1. _ — — _ — F - L.... 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SHEET NO. 176P.6.R.101 5 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER RAMEYKEMP - - �-------&------- ASSOCIATES, .INC. T r a n s p o r t a t i o n E n g i n e e r s 5808 Faringdon Place, Suite 100 Raleigh, North Carolina 27609 Phone:919-872-5115 15' 7.5' 0' 15' 30' `Tf �T� � � �, � � 0 � � a E a � u� m � � 0 ro .� � � 0 � w � r � � a � �� �roN �-� � ..�� Ms o N� ° SITE 1 SITE 3 SITE 2 � BRIDGE APPROACH SLAB � z 0 w � II �I I�II II�II II a II IEI i Qi �i��i I�,I � � � � � � 0 � ro .� E � 0 � w � � � � w a i � �� �roN N-� � ..�� oz o N� � PERMIT DRAWING SHEET 4 C�� ° -L- Pl Sta 27+77.g4 � _ /5 29' 02.9' (LT) D = 4' 29' 37.6" L = 366.82' T = /84.69' R = 1,275.00' e = Tronsltion to Exist, OS = 55 MPH u � � � � � � � � � � � � � � � � � � � � � � � � � ���������������� � � � � � � � � � ����������������� � � � � � � � � �� �'� �� ,� �� �'� �� ,�� � �'� � �0+00� '� .� � ^���������������������� � � � � � ����������������������� � �� � � � � �������������������������� � � � � �' �� �� ,�� �' �� �� ,�� �� �' �� ,�, �.��� �i � �' �' �' � ,� � � � � � � � � � � �� � ���� � � �� � � ���� � � �; � �� � � � � � � � � � ^� �� � 1��'�� �� � �� �� �� se� ss�'�s�� �� � � �•�m�,` 'N \II1 .�� � �'� �� ,�� � �'� �� ,�� 1�� '� �� � R � � � .� � '� � Y -� �„ -:u- �_ � - -- �w�s�'- �- F . �u - " C F --��_—_____—____ �.—�l�Jr'1 . .m ' PROIECT REFERENCE NO. 176P,6, R.101 RNJ SHEET NO. ROADWAY DESIGN ENGINEER SHEET NO. HYDRAULICS ENGINEER �y RAMEY KEMP O _ — e-------&------- ASSOCIATES, .INC. 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SHEET NO. 176P.6.R.101 5 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER RAMEYKEMP - - �-------&------- ASSOCIATES, .INC. T r a n s p o r t a t i o n E n g i n e e r s 5808 Faringdon Place, Suite 100 Raleigh, North Carolina 27609 Phone:919-872-5115 15' 7.5' 0' 15' 30' � � � � a E a � u� m � � 0 ro .� � � 0 � w � r � � a � �� �roN v-o � N �� —so N� ° SITE 1 SITE 3 SITE 2 � BRIDGE APPROACH SLAB ', � � � � � � � � � � � � � � � � � � � ; ; ; ; ; ; �O 2.5 5 PROJ. REFERENCE NO. SHEET NO. � � � � � � � � � � � � � � � � � � � � � �TTI VBP.6.R.101 X-2 ; � � � � � � � � � � � � � � � � � � , , , , , , , , , , 75 T,0 6;5 6;0 5;5 5;0 4;5 4;0 3;5 3;0 2;5 2;0 1� 10 � p $ 10 1� 2;0 2;5 3;0 3;5 4;0 4;5 5;0 5;5 6;0 6;5 TO T,5 ; ; ; ; ; ; ; ; ; ; ; ; PERMIT DRAWI;NG ------------------------;-------;-------;- - ------- ------- -- ---- ------- ------ --------------- ------ ------ ------- ------ ---------------�-------�-------�--------�--------�-------�-------�------------ -- -- -- --- ----- ----- � � � � � ; ; ; SI�EET (� OF ; 9 f___________________________________________ _____,______________ _______ __ ____ _______,______ ______________ ______ ______ _______,_____ ______________;_______;_______,________;________;_______;_______;_______,________;________;_______;_______;_____ I --1fi5 --'--------'--------'-- ----'---- --'- --- '--- -'-- -----'---- -'-- -- '---- --'--- -- --- --'-- --- --- -'-- -- -- --'-- -- --- ---'-- - '-------'-------'--------'--------'-------'-------'-------'--------'--------'------- ----- --]55 R4W WET ; WET; ; ; ROW ; ; ; ; ; ; ; , , , , , , , , , , , --t�o --�-- -----'---------------�-------�- ----'----- --'-- --------- --'-- --- �---- --'�-- --- '--- --'-- --- --- --�-- -- � -- --'-- -- -- --'-- -- ;-------�-------�-------�---------------�-------�-------�-------�--------�-------�-------; �50. , , �,, , , , , , , , , , , , ; ; ; � ; ; ; ; ; ; ; ; ; ; ; ; 0.0�5 � 0.'025 : ; ; ; ; ; ; ; ; ; ; --14�---- --------------- ----�-------�- --- ----- --- --------- - -- ----�---- --�- -- --- - � ------�------ �-------�-----------------------�---------------�--------�-------�-------�- ]45. , �� ee �e �8 ee Be �� �e e� �e e'� , , , , , , - -14Q - --- - - - - - --- - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- -�.-T-=----�----; _----------- --------r- _ -T--- ---- ------W ; --- 3----'____ __----- ,----;----,_ -------�----,- ]4Q . ���-'�-',- X� 3 �4�.��% ; 3 ; w ; ; ; ; ; ; ; ; ; --135 �- �--�- ,_.��-�-//----r- --- --- --- -- ---- ---- -- ---- --r-- -- --- ---- --- --- -,- - -- --r- - --- --,-- - ,-------,------ , -------,--------,-------,-------,-------r-------,--------,-------,-------: ]35 �� � OO.00 , , , , , , , , , , , l__13Q ]3Q__I , , , , I � � � � B�GIN BRIDGE NO.399 � ; ; ; ; ; � -� ; ; ; � I f -L- �STA. 20 + 78.81 4__1�� . -. . . . -. . : � � � � : : � � � . �55__� F 15Q = = 75Q I � l4� , , , , , , � , , , , � , , , , ]45 � , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 14Q ' ' ' ]4Q _ 2�'�'.J�.�� : : : ; : : ; ; : : l3� ' ' ' ' ' ' = ' ' ' ' ' ] 35 _ � _ _ 15Q , � , � , � , � � � � � � � � � � , ]SQ _ _ I � � : , ]45 � l4�_-' ; ; ; , , , , 14Q _ l4Q _ 20+00.00 ; ; ; ; ; ; ; ; ; ; ; ; l3� ' ' ' ' ' ' ' ' ' ' ' ' S ' ' ' �3 � ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� -L- ���� ���� ���� : : ; : ; ; : ; ; : ; : � , 7�5 7,0 6�5 6�0 55 5�0 4,'S 4'0 3��5 3��0 2��5 20 1�5 10 5 b 5 liD 1�5 2;0 2;5 3;0 35 4�0 4�5 50 a5 bA �5 70 75 ', � � � � � � � � � � � � � � � � � � � ; ; ; ; ; ; �O 2.5 5 PROJ. REFERENCE NO. SHEET NO. � � � � � � � � � � � � � � � � � � � � � � �TTI VBP.6.R.101 X-3 ; � � � � � � � � � � � � � � � � � � , , , , , , , , , , 75 T,0 6;5 6;0 5;5 5;0 4;5 4;0 3;5 3;0 2;5 2;0 1� 10 � p $ 10 1� 2;0 2;5 3;0 3;5 4;0 4;5 5;0 5;5 6;0 6;5 TO T,5 , , , , , , , , , , , , ; ; ; ; ; ; ; ; ; ; ; ; PERMIT DRAWI;NG , , , , , , , , , , , ; -------- ---------------,-------,-------,- -------------------- -------,-- ---- -------------- --------------- ------,------ -------------- -------,-------,-------;-------; -------;--------;-------,-------,------------SHEET -7--OF-;-9 ---- ----- _l�5- - ---- ------ ----- ----- ---- ------ ------ ----- - --- ----- ----- ------ ------ ----- ----- ----- ----- ------ ----- ----- ----- ----- ------ ----- ----- ----- ----- ------ ------ ----- ]55. l__l�Q--'--------'--------'-- ----=---- --'- --- '--- -'-- -- ---- -=-- -- ---- --'--- -- --- --'-- --- --- -=-- -- -- --'-- -- --- ---'-- - =-------'-------'--------'--------'-------=-------=-----------------------------------------]5Q..I �__l45 --f--------'---------------�-------�- --------- ---- -- ---- -- -- --- �---- --�-- --- --------- --- --- --�----- � -- ----- -- ---- ---- --- i-------i-------i-------i--------i-------i-------i-------i-------i--------i-------i-------;- ]45..� --14Q---- --------------- ----�-------�- --- ----- --- -- ---- - -- ----�---- --�- -- --- --------- -- --,-- -- � -- ----- - --- ------- ---------�-------�--------�--------�---------------�-------------- �------ � ------� ----- �- ]4Q ; ; ; ; ; 22 + �0.00 ; ; ; ; ; ; ; ; ; ; ; _135- - ---- ------ ----- ----- ---- ---- - - ---- --- - - --- --- - --- ------ - --- -- - - -- -- -- - -- ---- - - -- ----- ----- ----- ------ ----- ----- ----- ----- ------ ------ ----- ]35. 1-------�---------------------------------r------ r-------�-------�-------,------ �-------r------ �-------�-------� ------,------ �------r------ �-------�------ ,-------,-------r-------,--------,-------�-------,-------r-------,--------,-------,-------,------ I l�� lS$ _ R W WET ; ; ; ; WET; ROW ; ; ; ; ; ; ; , , , , , , , , tsa � — � � � � , , , , , , , � �so _ �o � 0.025 � 0.'025 ; ; ; ; , , , , , , , , , , 3�, —T--- 3� l l4� , � -- _ - , � f----_ � • � � - � � � � - � ]45 ///__;---_�_____— "� 145'.89 W --, -- --- 3--- : --- ___� � 1� _ _�----_y---�----�----' �� ' � , , X� , W, � ___ , , , , , — --- , , , —�---- ---�-------�— �--- 3'` w �4Q 3� 22 + V�.�O l3� ] 35 _ I END BRIDGE N0. 399 ; ; ; ; ; ; ; ; ; ; ; ; I f =t�' S�A. 21 + 81.19 � _ _ 1�� � ; ' ; � ; � ' ; ; ; ; �55 _ _ I �__15Q � � � � � � - � • - - ]50__� �__l4� , � , � , � , � � � � � � � � � � , ]45__I � � : , 740 � 14Q_-' ; ; ; , , , , l__l3� ' ' ' ' ' ]35__I 21 + 50.00 � � � � � � � � � � � 13Q ' ' ' 73Q _ � ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� -L- ���� ���� ���� : : ; : ; ; : ; ; : ; : � , 7�5 7,0 6�5 6�0 55 5�0 4,'S 4'0 3��5 3��0 2��5 20 1�5 10 5 b 5 liD 1�5 2;0 2;5 3;0 35 4�0 4�5 50 a5 bA �5 70 75 ', � � � � � � � � � � � � � � � � � � � ; ; ; ; ; ; �O 2.5 5 PROJ. REFERENCE NO. SHEET NO. � � � � � � � � � � � � � � � � � � � � � �TTI VBP.6.R.101 X-5 ; � � � � � � � � � � � � � � � � � � , , , , , , , , , , 75 T,0 6;5 6;0 5;5 5;0 4;5 4;0 3;5 3;0 2;5 2;0 1� 10 � p $ 10 1� 2;0 2;5 3;0 3;5 4;0 4;5 5;0 5;5 6;0 6;5 TO T,5 ; ; ; ; ; ; ; ; ; ; ; ; PERMIT DRAWI;NG ------------------------------------------- - - - - - - - - - - ----------�-------�-------�--------�--------�-------�-------�------------ -- -- -- --- ----- ----- - - - - - - - - - - - ------ ----- ; ; ; ; ; ; � � SHEET $ OF; 9 f___________________________________________ _____,______________ _______ __ ____ _______,______ ______________ ______ ______ _______,_____ ______________;_______;_______,________;________;_______;_______;_______,________;________;_______;_______;_____ I �__��o_____ ______________,_______.,_______�_ ____���, ____ __���__ __ ���____ __ ���__ ___ �:____ __���__ ___ ��� _______���__ ___ ��� ___ __.��_____ ��. __ ___���, _ __ ��� ____ __���__ ___ ;_______;_______; _______;________;_______;_______;_______;_______;________,_______ ;_______; �50 ! l__14�---- --------------- ----�-------�- --- ----- --- -- ---- - -- ----�---- --�- -- --- --------- -- --,-- - � -- ---- - --- ------- ---------�-------�--------�--------�---------------�---------------�------- � ------� ----- �- ]45..I _14Q- - ---- ------ ----- ----- ---- ---- - - ---- --- - - --- --- - --- ------ - --- -- - ----- -- - - -- ---- - - -- ----- ----- ----- ------ ----- ----- ----- ----- ------ ------ ----- ]4Q. ; 25 + 50.00 ; ; ; ; ; ; ; ; ; ; ; ; F--135 ----- ----------------- --------- --r- --- r--- --- -- ---- -,-- -- ---- --r-- -- --- ---- --- --- -,-- - -- --r- - --- ----- - ,-------,-------r-------,--------,-------,-------,-------r-------,--------,-------,-------:- ]35 I �__l�� ' ` ' ` ' ` ' ' ' ` ' l55__I 4__15Q , � � � , � � � � � � - � � � � - � ]SQ__� F l4� _ _ ]45 I 14Q ]4Q _ 25+00.00 ; ; ; ; ; ; ; ; ; ; ; ; l3� ' ' � � � � ]35 f ;;,;;;;,;;;;I 1�� . . . . . . : : : : : : : : : : : : �55 _ ROW WEY WET. ROW , , , , , , , , , , , , , , , , , , t5Q , — : : � , oo , — : � � � : — � � � � , ]so h, , , , , , , , , , , . , , , , , , , , , , , � , , , , , 0.0�5 � 0.'025 ; ; ; ; l4� r , , , , , , , , , , 4'� �4s — __ �___�_--- w, � — __--____T__ __ __— w �, x 145.57 W� , , --__,—__ ; ; ; ; ; -------- ---.--.— 3 w : : �� w� --___ 14� — ',— — — — — — — — — — — — — w 3 - — — - - — — — — — — — — — — — — — — — �p 24 + 50.00 ; ; ; ; ; ; ; ; ; ; ; ; l3� ' ' ' ' ' ' ' ' ' ' ' ' S ' ' ' �3 � ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� ���� -L- ���� ���� ���� : : ; : ; ; : ; ; : ; : � , 7�5 7,0 6�5 6�0 55 5�0 4,'S 4'0 3��5 3��0 2��5 20 1�5 10 5 b 5 liD 1�5 2;0 2;5 3;0 35 4�0 4�5 50 a5 bA �5 70 75 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 19+95/21 +27 2@50'; 21" Cored Slab (399) < 0.01 0.04 2 21 +51 /23+64 @50'; 21 " Cored Slab (399/400 < 0.01 0.07 0.02 138 3 23+83/26+34 2@50'; 21" Cored Slab (400) < 0.01 < 0.01 0.06 < 0.01 6 TOTALS*: < 0.01 0.01 0.16 0.02 0 144 0 *Rounded totals are sum of actual impacts NOTES: Perm. Fill in Hand Wetlands Clearing in Temp. SW Excavation (Sq. Ft.) Wetlands Impacts in Wetlands (Sq. Ft.) (Sq. Ft.) (Sq. Ft.) Site 1 1684.1 144.3 Site 2 2871.2 887.2 152.7 Site 3 53.7 2501 6.3 239 Total 53.7 7056.3 893.5 536 Revised 2018 Feb