The URL can be used to link to this page

Home My WebLink About20190104 Ver 1_B-4916 Revised permit drawings 20190305_20190305� r � N \ � \ M � � � .; N� L.1� �_�j�tl��rg,`, North Carolina Department of Transportation ��ra�'` �tc�rri�4v��? �� ,,...,,,,, Highway Stormwater Program y STORMWATER MANAGEMENT PLAN �`"` „''�F �� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 40089.1.2 TIP No.: B-4916 County(ies): Bertie Page 1 of 3 General Project Information WBS Element: 40089.1.2 TIP Number: B-4916 Pro'ect T pe: Brid e Re lacement Date: March 2019 NCDOT Contact: Dan Duffield, PE Contractor / Desi ner: Leah Youn , PE Address: 1020 Birch Ridge Dr Address: 4505 Falls of Neuse Road Raleigh, NC Suite 400 27610 Ralei h, NC 27609 Phone: 919 707-6611 Phone: 919 783-9214 Email: dcduffield ncdot. ov Email: Leah.Youn kci.com Cit /Town: N/A Count ies : Bertie River Basin s: Chowan CAMA Count ? Yes Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.152 miles Surroundin Land Use: ForesUAgriculture/Swamp Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.8 ac. 0.6 ac. Typical Cross Section Description: -L- STA. 10+86.50 TO STA. 11+50.00 and -L- STA. 19+70.00 TO STA. 20+33.50 have 21' paved roadway with 3' paved shoulder 11-12' lanes at existing slope, while -L- STA. 11+50.00 TO STA. 15+17.10 and -L- STA. 16+02.10 TO STA. 19+70.00 have 12' lanes and 8' shoulders. The bridge section (L- STA. 15+17.14 TO STA. 16+02.14) has 12' lanes with 8' shoulders with TL-3 guardrail Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 5400 Year: 2040 Existin : 3700 Year: 2015 Generel Project Narrative: The project will replace Bertie County Bridge #57 and its approaches. The proposed replacement is 85' long with a clear roadway width of 40'. This structure provides 2- 12' (Description of Minimization of Water travel lanes with 8' shoulders. The proposed bridge will have 1.5:1 abutments and 4' caps at the end bents. Placement and construction of the proposed bridge end bents, caps Quality Impacts) and associated roadway fill will result in both temporary and permanent wetland impact. There will be a permanent channel change located upstream LOB of the existing bridge. An on-site detour bridge will be built before construction of the proposed structure. We will use reforestation to restore areas of temporary wetland impacts. There are wetlands within the proposed project limits. Fill activities will result in 0.04 AC of permanent fill in wetlands and 0.31 AC of temporary fill in wetlands. Wetland impacts have been minimized by steepening fill slopes where appropriate. There will be a permanent channel change that will result in 0.01 AC of permanent excavation in wetlands impacts at -L- STA 13+69 RT to 15+36 RT. The total project impacts will result in 0.04 AC of permanent fill in wetlands, 0.31 AC of temporary fill in wetlands, 0.02 AC of permanent excavation in wetlands, and 0.01 AC of temporary surface water impacts. Riparian buffer rules do not apply for the Chowan River Basin. STORMWATER CONTROLS: The proposed bridge project does not utilize deck drains. The deck runoff on the left (west) side of the bridge discharges to through an inleUpipe system to an existing ditch. The ditch terminates just prior to a wetland at the existing wetland elevation. Flow from the ditch enters the wetland at with non-erosive velocities. The deck runoff on the right (east) side of the bridge discharges to through an inleUpipe system to an existing vegetated base ditch with 3:1 or flatter side slopes. The riprap pad discharges just outside of the wetland and flow enters the wetland at non-erosive velocities. The drainage area to each ditch does not change from existing to proposed conditions. The entire length of the proposed left side (west) ditch is being claimed for treatment and are listed as such on the "Swales" summary sheet. Roadway runoff is treated via vegetated roadway shoulders and existing/proposed vegetated swales prior to entering the stream. Surface Water Body (7): Quioccosin Swamp NCDWR Stream Index No.: 25-14-1-6-2 2 Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: N/A NRTR Stream ID: N/A 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) E{l�y� North Carolina Department of Transportation �`' ��'' Highway Stormwater Program =�' E STORMWATER MANAGEMENT PLAN �- (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 40089.1.2 TIP No.: B-4916 Count ies : Bertie Pa e 2 of 3 Swales Station & Coordinates Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Surface Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V70 Checks Associated w/ No. Pro'ects Water Bod ft H:7 H:1 ac ft ft % cfs fps cfs fps Used Buffer Rules? 4A -DET-12+75.00RT (1)Quioccosin 3.0 3.0 3.0 6.2 620 125 1.18% 9.9 2.8 12.9 3.0 No No -DET- 14+00.00 RT Swamp 4A -DET-I4+OO.00RT (1)Quioccosin 3.0 3.0 3.0 6.2 620 40 0.50% 9.9 2.1 12.9 2.2 No No -DET- 14+40.00 RT Swamp 4 -L- 18+19.65 LT (1)Quioccosin Z 0 3.0 3.0 2.1 210 130 0.30 % 4.9 1.4 6.4 1.5 Yes No -L- 19+50.00 LT Swamp 4 -L- 19+50.00 LT (1)Quioccosin Z 0 3.0 3.0 2.1 210 50 4.17% 4.9 3.8 6.4 4.0 Yes No -L-20+0O.00LT Swamp 4 -L- 18+00.00 RT (1)Quioccosin 0.0 3.0 3.0 0.7 70 150 1.01 % 2.0 0.8 2.6 2.0 No No -L- 20+00.00 RT Swamp Additional Comments � �..�� ligllW� North Carolina Department of Transportation -� ,t W! ,.; - �-;� Highway Stormwater Program ``�: �.,..,�� STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: B-4916 Count ies : Bertie Pa e 3 of 3 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 4 -L- STA 14+g5 LT (1)Quioccosin Riprap Pad at Outlet Class'B' 0.03 Pipe 15 0.3 1.0 N/A Swamp 4 -L- STA 16+34 LT (1)Quioccosin Riprap Pad at Outlet Class'B' 0.04 Pipe 15 0.4 1.7 N/A Swamp Additional Comments * Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � See Sheet 9-A For Index of Sheets 4/4A � 0 d' 0 U � � � � � � O � O � m 0 �_ �' N= �/ o�, Np �N Lf1 �� M�( � a � � � � W 0. � N �� %��1� �IF ��I�I�� BER TIE CO U1�lTY PERMIT DRAWING SHEET 1 OF 24 LOCATION: REPLACE BRIDGE 1110. 57. OVER QUIOCCOSI11l SWAMP 011t US 13 TYPE OF WORK: GRADING, PAVI11lG, DRAIIVAGE AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT US l3 ro sR i, fHEXLEN SR l32/ ?CE ST) US /3 351019 E�USERNAME�$ EFILEL$ THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. � ti°°, ' Oa �P DOCUMENT NOT CONSIDERED FINAL UNLEB$ ALL SIGNATURES COMPLETEO GRAPHIC SCALES DESIGN DATA PROJECT LENGTH P�e �ed in tl� OffJce of: Plons Pre red For: HYDRAULICS ENGINEER �xc� nsso��a�es oeN.c.. P.A. DIVISION OF HIGHWAYS 4505 Falls of Ncusc Road, Suire 400 A�T 2��5 = 37�� enooe�(9i9j�s39z�a 1000 Bircli Ridge Dr. 50 25 0 50 100 KCI Fax�9i9)�x3-9z66 Raleigh NC, 27610 ��qp ADT 2040 = 5400 LENGTH OF ROADWAY TIP PROJECT B-4916 = .163 MILES ��N ��m �� o� �`��g K = 9% 2018 STANDARD SPECIFICATIONS a@ �o PLANS LENGTH OF STRUCTURE TIP PROJECT B-4916 = .016 MILES DEWAYNE L. SYKES, P.E. ;� � D= 55 % RIGHT OF WAYDATE: pROJECTENGINEER PE' o t� 50 25 0 50 100 T— 17 %* TOTAL LENGTH OF TIP PROJECT B-4916 = .179 MILES s�cNar�xs: � � V = 60 MPH ROADWAYDESIGN �'�, � LETTINGDATE: BRYAN E. HOUGH, P.E. ENGINEER �H�?!?o�, �� PROFILE (HORIZONTAL) * TTST =6% DUAL 11% reorEcrnEsrcrvErvc,rveee =°Q�E`SS'°�� p o�' 10 5 0 10 2p FUNC CLASS = APRIL 20� ?O��I i 36853 ' �� p��p MINOR ARTERIAL DAVID STUTTS, PE °��'"�''� PROFILE (VERTICAL) REGIONAL TIER 1VCDOT CONTACT: s,crvnrUns: qN E. �°�' STRUC7'URES MANAGEMENT ONlT P�E• BEGIN TlP PROJECT B-49/6 � � —L — ST Ae l0 +86,50 z BEG/N BRIDGE o� END BRIDGE � N ��/� �1 / \ M �n' W'^ V! .� L.1� � e �; � DENOTES EXCAVATION IN WETLAND � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES TEMPORARY FILL IN WETLAND b �� .�. CL455 11 RIPRAP TO ELEV.33.6' EST.225 TONS EST.260 SY GT STRUCTURES PAY ITEM � Q1�°�a= °:o w� SI°Jl°]E 3 � , � `k c / � @ END OF PAD � � � � � � � � � � I / � � � � � � � � I � � � � � �I � � � � ( � � � � � � - � � � q � I � � r � , ,� � � '� � � O �� / — �— — —w�e— — \ �2 � � � �� `� SI'J[�E� 1 � 4 �� ,s• �,�P � m � � �� `k .ie 2K � , �k � � . . —w� — — W/2 ELBOWS � U �. ��:nMON HEiRS � � � � � �_ '�. .� ,Y DB A09 PG I?i . � � � � I � PB 84 PC �� T E � � -.. � �w�e__ '�— �� .. - - F � /�' � ` � - � Ve —�-=�-- _.. B_ ",—% \�� i -- - -- — _ -_ _. __� — " � � GREU TL-3 SXBE �77 . .. --- — ��------- 70 SR I200 N +50 � T8 2GI �H�Xr�NA Ro, o . .. . . Q 3'PAVED SNOULDER US l3 2l'PAVEO ROAfJJ✓AY 15" CL-IV TB 2GI . . .. .-- —_'__ . ��. — � .:_....__ . . .. . .. � . i _ _ _ _ T�NLB_ — — _ — — — T — — — — —WLB— � — �� _ - - - I ... ��'� � 'k � �F GREU I � � � `� � T T T T T , � \ �� K � � � �k � . � �' . � T T � E �- `� `� F PERMIT DRAWING SHEET 2 OF 24 O CLCIL S. HOLL`JM�AN, JR. DB 449 PG II4 93-E-113 ' � O,, �� P� � N CECIL S. HOLLOMAN, JR. DB 473 PG 442 03-E-i32 Q10 = 6.4 ch V10= 1.5 fts @ TIE IN OF STREAM PROJECT REFERENCE NO. SHEET NO. 8-49/6 4 14W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER :��5�4�0 E �Ol? `9 �% SEf\� ; 036853 ; �' B �'F�I;GINEE,i?•Z•�p ''••.; YqN E. Nc�;. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � KC I �BNro.=.e�aM<rs. su�„=n. �oo=ovu,o� � asns aau. orN�� xoaa, s��e ano aam��n,rvc z�aov m PFove(91Y1"i83-9210.Pax1Yl9)]83-9266 T _ Fw�a-m �� E SI��- `� � � � �i —F � � I i '� / ' �q— � — — — — — �.—�� . Q70 = OA cfs � / VIO= 1.7 Ws �� @ END OF PAD � ' - i pE � TB 2GI � R Jr.00� , F � h� �-"��' �3 - —,v a-ro , � � TB 2GI � T�PE �-�� _ GREU � TL-3 , � � � _ � � ` �C � T � � � � ` ' � � i j i '� r _ � �, � � � � � � � `� � F � ,� � � F� � I T � � .. � � .� � � � � � � T � �� T F ml � C � I `� " F ' i `—I � � I E E E E E�— ! �� CLA55 II RIPRAP TO ELEV.33.6' ,—�I�E 1 SI'Il'E 1 I F EST.220 TONS EST.255 SY GT �' . O / / i 3�52019...._. O DB 642 PG 't,v PB 6 PG 86 NOTE: 0 NO DECK DRA/NS TO BE USED / � T i �i vz sFo ,8� «_�� E%ISTING R/W — 5.00� . �� `PPES . .._�� I �_' C— � — _ _ _ C e2 CN � G 4�t3.^ . ... CEQL S.HOLLOMAN,JR, DB 449 PG n4 93-E-I13 Cu�l v n � � US l3 _. TO SR I37J � (5 COMMERCE ST1 - io� ,,ts,�,<, ��! E T DETAIL 1 DETAIL 2 SPECIAL LATERAL BASE DITCH SPECIAL CUT DITCH �.......� � Herm swiel ( Not to Scale) � � Front Hm�ral � o� F�ii N f r I 3', �� Dit<h 410= 2 2 Ws� \ �.e��a 3.� p f\ �e< sioae Ground 3�)� F\o�g Slope @ END OF CHANNELCHANGE � Min. D= 1.0 Ft. Min. D= 7.0 R. B= 7 Ft. FROM -L- STA. 18+00.00 TO STA. 20+00.00 RT � FROM -L- STA. 18+19.65 TO STA. 20+00.00 LT DETAIL 3 (FROM SHEET 4A1 PERMANENT CHANNEL CHANGE � Nal la Scole) b Noturol Ground 3.� p.i�� . Fill siova � e I Min. D= 1.0 F. 6^.I B= 3 F. 6= 2.0 Ft. FROM -DET- STA. 72+75.00 TO STA. 14+40.00 RT :� 50' 0' 50' 100' 2 5' FOR -L- PROFILE SEE SHEET 5 FOR DETOUR SEE SHEET 4A VJ N \ � M � V/ .� LJ� � � m � � _ % �DENOTES EXCAVATION I � IN WETLAND I � � DENOTES FILL IN I WETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY � IMPACTS IN SURFACE WATER DENOTES TEMPORARY FILL IN WETLAND m��///JJJ O � �� -, � �. � � � � � � � � � � � _.... . .. ,� � ,� � ... � � � � � � � � � I K F v � � � �_. � � � � � � �'_ � \� � � � � � � ,� '� �wta_ __ -'�— —� .._ F -- � �—, - ' - -.- --� _ - -�< - � � ` .: - - 7o SR I200 N +50 �HEX�NA Ra� o Q 3'PAVED SNOULDER �M0 . � -= ,1 _—T � —._ _WLB— T — �� i � �' _ � ; � � � F � � �:'� � � .� _ �`F� F � � � �� _ � _ ��_�- _ - _� � � � G� ` � � � � � �.�, � � ) � � `� / � � �� — � � ... � � � A%� � -� � ✓ -� . . ... � ALFR�$�R M � j `��' DB 822 PG 968 . � . �� 15 � L j //� � / . , �ti � � \ ,� 3�Y1019 . . f . � � $(USERNAME)$ � - $FILEL$ /� � �_ i STRUCTUReS PROJECT REFERENCE NO. SHEET NO. 8-49/6 4 14W SHEET NO. P E RM I T D RAW I N G ' ROADWAY DESIGN HYDRAULICS 1 ENGINEER ENGINEER � SHEET 3 OF 24 :��'��o�.. Ess; � :-�s�.�oF ��.�__ .� 'a sEa��: �� ,`� [ 036853 ° ,:., .-._, ^Q, ,9y� �'F�I;G I NEE+�c,��p O �n� � 'o�qN ,. Na';.. �P ' � �s �`._ __ _ DOCUMENT NOT CONSIDERED FINAL E � � ��-- UNLESS ALL SIGNATURES COMPLETED � � � - � � KC I �BNro.=.e�aM<rs. su�„=n. �oo=ovu,o� � asns aau. orN�� xoaa, s��e ano aam��n,rvc PFove (91Y) "i83-9210 • Pax (YI9J ]83-9266 / 1 S � (. N \ � � �; E — —� � _ � � ....., i .,� j � � ee � � - 5 � i£ � � CECIL S. I10�LOMA , JR.� CECIL S. HOLLOMAN, JR. 9@'"449�PG iM` DB G33Ep32442 ^ � ��. �E-II rv� - Q10 6.4 ch .�'� , 3, � V10= 1.5 fts � � .. \ @ TIE IN OF STREAMI \S � �� / �s . � � .�.�'. _�w s--1 - �� -� :. `� � ' � ' i V2 SF� � � �� , � � . CEQL S.HOLLOMAN,JR, ` - � _�� . �, _/\_� DB 449 PG n4 . . . .. h — . 93-E-I13 � - --- - � �,I I — AD �'� I CULTi�.h F � ,8� «_�� \ R 5.00' Exsr�N� R� � � �— — , ��3— 5.00' •� � �� F � REM - . � ��o � us i3 � PPES -� - � TO SR /32J N (5 COMMERCE ST1 - —�_ � �-' < � � � — — — — — � �C �;.. � C , � ' ,o� � � ,, _ .��1 - �� w000s . . __ -� ,.�� 33 3 '� �I �E 2 �- _�-K�.d,DRED WfLLiAMS,JR. � � DB�74'4 PG 343� � '. .. _ _ _ ... � ___._ ., . . ____\_ —� _ � ��F T I � E � � \ DB 642 PG �,v Q10 = 129 cFs PB 6 PG 86 {; V10= 2.2 Ws @ END OF CHANNELCHANGE � �ez �� % ' NOTE: 0 NO DECK DRA/NS TO BE USED V �� ,� � I .. � �� - ._ � . BASE DITCH DETAIL 2 .. �- .. � A1e� SPECIAL CUT DITCH ( Notto Scale) � i Front 2 .� °� s°ope N f r I � 3', yte� S�jo�h �\ `�� /� . Fw�s` Ground ?') F�° Pe .. . - � � . b D Min. D= 1.0 Ft. Min. D= 7.0 R. B= 7 Ft. FROM -L--STA. 18+00.00 TO STA.20+`d0.U0 RT - � � STy!20+00.00'LT . � ., ��.� � . . � DETAIL 3 (FR� � � i� OM SHEET 4A1 ��, ` PERMANENT CHANNEL CHANGE - c`2, � Nal la Scole) \� ... � Noturol b � / �� i Ground 3.� p.i�� . Fill � siova � e I Min. D= 1.0 F. � � � �.^•� B= 3 F. 6= 2.0 FL ..�� - ^ . . FROM -0ET- STA. 72+75.00 T0-\STA. 14+40.00 RT � � /� � ` - �� 50' 0' 50' 1Q0' � _ � , "" - _ 25, FOR -L- PROFILE SEE SHEET 5 FOR DETOUR SEE SHEET 4A VJ � � N � � � M � N � .� N � � � � � m �� ioo� o� � � � m � � % GRAPHIC SCALE �11 O ioo� 200' � KCI Associates of N.C., P.A. 4505 Falls of Neuse Road, Suite Raleigh, NC 27609 K� � Phone (919) 783-9214 h�� rwµ,µ, k�� „ Fax (919) 783-9266 PERMIT DRAWING SHEET 4 OF 24 PROJECT REFERENCE NO. SHEET NO. 8-49/6 PRM-4 ENGINEER ENGINEER BNC�NgI�]L]E ]E ]�]L.�NS OO NOT USE FOR 6 W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED IMPACTS LEGEND DENOTES TEMPORARY FILL IN WETLAND F F DENOTES FILL IN WETLAND DENOTES EXCAVATION IN WETLAND DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER 300' � � N �1 / \ M � � .; NN L.1� � � � � � m � V � m � DENOTES E%CAVATION IN WETLAND � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES TEMPORARY FILL IN WETLAND � \ � I �. I li> F� ��/_ " � � � � � '� � � � � � �� `� � � ' I � � � � � � � � � � � � i� � SI'd"E 3 � .0 � � I � � � � � I � I � � — �— — —WLB— — — � _ � - � � � F � SI'1["� 1 � � � i � � � � . � � � � � � � � � �_ � � � w�— — � � � � � E4.f, HARMON HEIR<; \� � � � �_ ,r. ,�� DB 409 PG 181 TEMP.15" PIPE I \ � � � I Pe aa ac 202 TDE �e� � �.. � —� � � �/ \ TEMP TB 2GI .. �- � � � �, � =e — � _ W L B — — — — � � i . _ _ — � - — � \\ '� — _ � - . - � . _ _ � . ., ;- _:�, � . . -. t.�� F - - - -__ -- � - ° -- _ �°eX�N20° . J F US _l3 , . As9Q1�� A.. .. ~ F _ �► F _ C E � , _ _. _ _ _ — TWLB— — _ _ — T — _ —WLB— � — . /�� _ ! � ,� � F ,� � � � ' � � \ � � � F, �� , � � � � . , � � � � � � � � � � � � � � � � � � �_—_ `�l�r��,� �� i"��n�y��►.� s SITE 1 � . �, .<„ �� , ��D � � O / // / � 3:✓1019 O SI'll°]E 1 J SI'Il"E 1 � � ^ L� b4`l . ... PB 6 Pi: c,�_ �... O nio = VIO= @ END OF ( DETAIL 3 PERMANENT CHANNEL CHANGE � ry � �o scoiel b NoNrol Gro�nd 3,.� p 3'� 1"iFl. Fill Slope �„ � Min. D= 1.0 F. l«�l B= 3 F. 6= 2.0 Ft. FROM -DET- STA. 12+75.00 TO STA.14+40.00 RT DETAIL 4 TEMPORARY CUT DITCH WITH LINER �Nof�o 5<ale� j.� � o� Di�cM1 Ground � F ry � �`s� Slope � oya p F a Min. D= 1.0 F Type of Liner= JUTE NET OR SIMILAR Max d= 1.0 F. FROM -DET- STA.13+50.00 TO STA.14+21.79 LT FROM -DET- STA. 15+00.00 TO STA 15+50.00 LT FROM -DET- STA. 16+75.00 TO STA 18+50.00 RT PERMIT DRAWING SHEET 5 OF 24 a � � � 01� $�� p,0 CECIL 5. HOLLOMAN. JR. DB 473 PG 442 03-E-i32 T _ �w�e-m � E v�p� -- � I Q _— w� �� 1 G � � �k � � i Vz sFo � � F � � I i� � �;'' �,,-w�a � ---- �� ° �3 ��i � � i �',' �� I p� - �� @3 � � � TE .15" PIPE � — �,',� — r —i—. . _ . � . ��/RE/v1� RE I F _— � �-- - - EMP. TB 2GI . F \ _, F , .�.. - S � �- ... .. _ _ _ _�- - a EU � � _.,,m_ � � . . E-�� i F mi F T � �� -E F T I � I � �� ' � � T SI'J[°EE 2 i cu�i EXSI NG R/W 9� �— I�� — — �, US l3� rs con+±ERce �sri _F . - =-- 'vDRED WILLIC,. �... ... �. � O DETAIL 5 TEMPORARY TOE PROTECTION �Nofto S�ale� �\�e� 1•FpQs S�o Exisling Growd d LINER d= LO Ft. \ NOTE: Trpe of Liner= JUTE NET OR SIMIIAR �l NO DECK DRA/NS TO BE USED. FROM -DET- STA. 12+25.00 TO STA. 13+50.00 LT FROM -DET- STA.15+50.00 TO STA. 17+00.00 LT PROJECT REFERENCE NO. 8-49/6 RNJ SHEET NO. ROADWAY DESIGN ENGINEER ,, O�"`NE %�t'�(/ : ?.Q�oSEAL9`�,,s ; 036853 ; �`• �'•FNc i NE� �,�;,g ,,•�P'AN �'..N•• . SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � hKC I Eugi��ccce .Plvincrs .Scicn�is¢ .Causn�ctiau M� 5 FUIIsofNeusekood,5i�iie400 2alcigM1,NC D6a9 � PM1oue(919)Jft}yy�¢.Fra(919)'lA3�i2fi6 �or � 50' 0' 50' 100' 25� FOR -DET- PROFILE SEE SHEET 5A FOR -L- DESIGN SEE SHEET 4 � � N �1 / � M � .� � � � � � m � B � v 0- ro �� DENOTES E%CAVATION IN WETLAND � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES TEMPORARY FILL IN WETLAND \ � � � \ �\ O I ! / � , � �� \ � I �. I li> m� 0 _r � _ a , , � � � � �� _l�� ,� � � � � i� � � T ��;m � � , � , � � � � � � � � 3 SI'd"E 3 � � _ _ _ w� �-5��E— 2� � ,; ; . � � ; � � y . � '� � � � � � � � � � � � I I�� , � � � e -_ . ' �n � , � F � Le� - � � I , � � � � I � � I. �' . - ti � � SI'1[[°"� 1 � ` � ------w�—�— i �� i Q � � i � ��i �,' � � �- ' F � � � � _ � \ / \ I � � � � � � � � � i � ��- �' � � cn � ' � � , _ �3 � � � � � / a f --dP,MON HEi��. / . � 1 \ C� � � �� ,Y ;� I DB 409 PG 181 TEMP.15" PIPE ../ � . � � . � �� \ PB 8_4 PG 202 I TDE W TD Df�� \, _ �wis�_ _ _ � . � � �e — � � � . — TEMP TB 2GI J � ' I .' _ _ _ � �_,_ � �.� � O _ � ` _ w�0 �- _ L .K �-_ �-- -- .� — - _ � —._. .� _ - ,_�` -_- -�-. -, .. . . � . . . ��. �.. � _ -SSF�--�".. TO SR 1200 � F US �3 . .. . . � - — -- - _ � - - � �► F - F C C �TS � _F— . . -�., .....� �' -T�a -- --_----- —wce—z. F_ 9 � , �_ — � � � i � F � ' � r r �� -�� i � � � T ' � � �, F � � �� ' � � � � � � � � �� , - � _ — � � �� , � � � � � F � � � , �' � � � � � � � � � � � � � � � � � � T �F - � � � � � � DDE = EST. 61 C _ � �E ' ' �� —� � � `T SI'll°]E 1 �� z; � / SITE 1 - SI'll"E 1 � L�� ALFR�tY'FRE M � �' DB 822 iPG 968 � � < ' IN::. _ � .� . L- ' 4`l ': -S � � � � � __/ � Fd 6 Pi� � 7 I . � '�.� O. ., � �n l� � \' \ � nio = VIO= @ END OF ( � � � i � g N9 �CEG,. _, �LOMA ,JR.��( CECIL S.HOLLOMAN.JR. B� 449 RG iM\ V DB 47,3'�C 442 � � � � 3'E'll�' 1� 03`-'�-i32 � � � � � , DETAIL 3 � 3;�p7q � �� , - � . I . PERMANENT CHANNEL CHANGE . . � No� �o s�oiel Naw�oi b Gro�nd 3,.� p 3'� 1"iFl. Fill Slope �„ � Min. D= 1.0 F. l«�l B= 3 F. 6= 2.0 Ft. FROM -DET- STA. 12+75.00 TO STA. 14+4A:00 RT DETAIL 4 TEMPORARY CUT DITCH WITH LINER �Nof�o 5<ale� Grou�dZ,O F 1�\0 oacM1 j.s� Slope � oya p F d Min. D= 1.0 F Type of Liner= JUTE NET OR SIMILAR Max d= 1.0 F. FROM -DET- STA.13+50.00 TO STA.ld+21.79 LT FROM -DET- STA. 15+00.00 TO STA 15+50.00 LT '�� FROM -DET- STA. 16+75.00 TO STk 18+50.00 RT -; <, PERMIT DRAWING � ` SHEET 6 OF 24 \ 1 �6 � \ I ..._.��.,_ � � 01� $�� p,0 � \ ��, - .. �-- ... � � e _�� / \ /� �� . .... � , �� 1 - TE .15" PIPE W��\� \ I��.I , i\ � \ � _ -- � � : -- ,. - F -- __ _._ _ . —: .:..-, REM _ _ . EMP. TB 2GI F � �:�:_ � F �, US l3 F G EU �- r < F B � � GREU . .--r .. - T � TL-3 � �m T T � r � �E T � T � � �`` F mi F T � r � �e I E 'JDRED WltthdMb�,-Jf�3 � i�T�IfaL� q .?; '•44 PG 343 � � �71 ll ii L O __ I 3 � -E F T \ , / � i ' "�� s � � � _. � - I�� '=f-�__ j`— — - �� 70 SR 132/ F (5 COMMERCE SrJ � I -� Z �1� �� io�- � `I � ^ `JN � \ �� I \� e V \ 3� �� 04 �0 3� � � � ` N� 3m / \ � _ ^ \ DETAIL 5 TEMPORARY TOE PROTECTION < ZC � I / ��,� ��a� F\ �e� � "' 50' 0' 50' 100' 1.;•FpQs S�o . E Exisling < G.owd d \ � 1 ZrJ� . LINER \ � I d= 1.0 Ft. NOTE: ':+ FOR —DET— PROFILE'.SEE SHEET 5A Trpe of L ner= JUTE NET OR SIMIIAR �l NO DECK> DRA/NS TO BE USED. FOR —L— DES/GN SEE SHEET 4 FROM -DET STA.12+25.00 TO STA. 13+50.00 LT � �� FROM..-DET STA.15+50.00 TO STA.17+00.00 LT / � � -' _ PROJECT REFERENCE NO. 8-49/6 RNJ SHEET NO. ROADWAY DESIGN ENGINEER ,, O�"`NE %�t'�(/ : S�.'Q�OF �Ny`�,•. SEAL ; 036853 ; �`• �'•FNc i NE� �,�;,g ,,•�P'AN �'..N•• . SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � hKC I Eugi��ccce .Plvincrs .Scicn�is¢ .Causn�ctiau M� 5 FUIIsofNeusekood,5i�iie400 2alcigM1,NC D6a9 � PM1oue(919)Jft}yy�¢.Fra(919)'lA3�i2fi6 VJ � � N � � � M � N � .� N � 6 � � m I� � �1 � ioo� o� � � � m � � % GRAPHIC SCALE ioo� 200' � KCI Associates of N.C., P.A. 4505 Falls of Neuse Road, Suite Raleigh, NC 27609 K� � Phone (919) 783-9214 �,�� rwµ,µ, k�� „ Fax (919) 783-9266 PERMIT DRAWING SHEET 7 OF 24 PROJECT REFERENCE NO. I SHEET NO. ENGINEER ENGINEER BNC�NgI�]L]E ]E ]�]L.�NS OO NOT USE FOR 6 W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED IMPACTS LEGEND DENOTES TEMPORARY FILL IN WETLAND F F DENOTES FILL IN WETLAND DENOTES EXCAVATION IN WETLAND DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER 300' SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. i �' 40 i ° � � I =i � `� 30 � � I m � � � � I E �]A � Gl/ I ° I � � — w I � I � I � w � i i N 40 I � � _ / � � � � i m 30 � � � �� i �� s 20 � �,� i �N� o� � I �� I Ni� I =�w — I L 150 140 130 120 110 700 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PILELIMINARY d�LAN� DO NOT U8E FOR COr9TRUCTION WETLAN DS WETLAN DS { DOCUMENT NOT CONSIDERED FINAL q� i I � I I I �I I I� �� I I�� I�� 1� I�� I I I I I I I I I I I I I I I I I I I_I I I I I I I� UNLESS ALL SIGNATURES COMPLETED II II 1IIII � � — —_ _ —_ _ � a.00a o.00a � — 35 8 PERMIT DRAWING � 9 \ 3.7 / . ` \ �� 30 -------------- � � � � 3z�b ----- ---- �� SHEET 16 OF 24 .� �� TE�ETELE FO TELE FOTE�E 1�`f� � A ^. O O 11 1J ',.. �...:.�: :... .:.�. . .. ...� „�" II �. . , . � � .. .. ... . .... .. , ... .... � . � � � ...... .. .. .. .... ....� . ....��.... .... ... ....�.... .... ... .� . . . . .. _ . . , . . . . . . . . . � � . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . ..� � , . .. .. ... . ............._... . .. .... .... .... .... .... .... . : , . ..,. .... .... .... .... .... ... . � .:...... ...._ .. .... .... .... .... .... ..... .... .... .... .... .... .... ... . .i .... .:::. � . .. .... .... .... .... .... ... ... .... .... .... .... .... ... . I �. .._ . .. . ,.. . . . .._ ._ . .. . . . . . . ... . . . . �. �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . �_,,. _ . I i' . .._ _ _ _ _ _ �.1 _.. .:... .... .... .... .... .... .._... .... .... .... .... .. . _ _ _ . . . . . _ . . .. . . . . . . . . . . . . . . . . . . .� � . . � . :. . _... . . . ._.. . II WETLANDS '� - - -- - - -- - -. .. :.. - WETLANDS � _:... .... .... � _� ___ _ 40 � - - . �... . � � ........ .. ..... ....... .... ... ... .... 0.009 0.09 .._... _.. . . . .. .. . .. . . .... .. .. � � �— — =— = — . .... ... .. .... . � — — _ _ � ] � \ 30 ------------- � � � � � �34.�4 �----- ---------- � � �, � � �� TELE7ELE FO iELE FOTELE iELE :� �L� � � O � O O � i ; � WETLANDS WETLANDS '� _ 40 : _ - - ----_ _ -- -__ ---_ _--___ -__ __-__ _�__ __ -- -- — ---- — o.ozo o.azo — � —� =— _— / � � s: i 3I5.71 \ — so ---------------------� .E�EForE�EFarE��E 11 +r�5.�E� — ----------- ZO - Y- - _ _ _ WETLANDS ----_- _ _ _ __ - -__ WETLANDS � o.azo o.azo . . . . . . . . . . . . . .. . . . . . . . . . .. __ _ .. _ .. .. .. . _ . .. . , . . . . ._ � —c=— — _— _� . . . . . . . . . . . . . . . . . . . . . . . .. .� � �� 3:7 / 36.27 � . � � � � � � � � � - - - - - - - - - - - - / iELE FO iELE FOTELE � � � � O •EL� O WATER \ � � � � � � � - - ....�....i....�....i. �.�,�,., ��,,, .�,�,�., .i..,�,� .�.,,. � ..,i�., �.,,�.i �..,, .,��„ � .',��, .,...� .�_�-. ...�....�.....�....i....�.....�....�....i. ..i��,�,�, ,�,��,�,iii.�,�,�,�,�ii.. I_ WETLANDS WETLANDS � � - , Io.azo o.ozo . — — C o:l . . . . . / � 36.45 � 3: � � �— � � � � � � � � � � � �. �� / TELE FO TELE FOTfLE Lf WATER \ � � � � � � � � — ---- 11 +25.0(� ��rrl�rlfi� rl �-r��rl ��-H-I-H-I+�H��I-H-rI� � I-rl 1-rI+H-r'� 1-H+� ��H-rI+N-I-H-H�J��-IJ� 1-rl-I-H-H-�I ' � �� ' � � � �' � � � � � � � � �' � � �'' H-H-I-� N-N-H�-�H-H-�H-H�-f 40 30 2� 40 30 2a 40 30 20 40 30 2� 4� 30 20 —DET — 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 150 140 130 120 110 700 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 ._ ::::.::::.e�e.,�.;'..�''�;� CE'�.= i� 'E�II�II�� C��Cs ��I�"CC�IIIIE�'e.�. : :::'��IIIII��"'.�i��■I ........................... ............ ........................... ....... .... ........................... .......e.... ::::::::::::::::::::=::me: eee::�:e:::z ::C::�:: �:::� ::C:��II��IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,■■■■■■■■■■■■■■■■■■ :::::::::::: °::::::::::�:::lilll IIIIIIlIII I�IIIIIIII IIlI.lIIII ��!.I��I��.�IIIIIII� IIIIIIc:E::�:�::::�1 IIIII�IIII IIIIIII, ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ .......�.......�.......... � .� s = �.....� �:��':.:�::�:6�C�CC��: ��::illllllllllllli��illllllll�E �l�Ila€'•.��a�a��illll�c��llll��a�i�a�� E��Illlli�illllll�Ill,■■■■■■■■■■■■■■■■■■ .....0 C� .' ...................................................................................................�� ::�:��:�illlilllllllllllllllllllllllllllllllllllllllllllllllllllilllllllllllllllllllllllllllllllllllllllll■■■■■■■■■■■■■■■■■■■I . ��IIIIII=�°'•�'•'•!IIIIIIIII��°��'•'•��IIIlIIIIIIIIIIIIIIIIIIIIIIIIII=��'•'•°��IIIIIIIIIIIIIIIIIl,■ ■■■■■■■ ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::a ��C�I E:»C�C::� :�:C:i�=mC:� :C:.TC::C=�C:C::C::B�E:�C=�»C:iC:�C:C::C:.TC::C��IIII��OmB�C::C::::::E ��I .. ' �:��IIIi6E=�3e6iIIIIIIIII��60iEi�llll°°::::: °...:':::::' :':::: ' ■■■■ :::::::� ::::::::::::::� ::::::� � �, �� '� _ "� i _ .....� ....... .... 1 1 20 . - :_� --- — _ __ -- -- --- --- - — --- -- -- _ . _ : WETLANDS WETLANDS 40 -'-' -'- --- _ __-,_ - _ ,_ ___, : , - - - ----_ _ _ __ _____ _--__ o.oa, o.oa, � -G— � � _ _�� — 3:ti 3:j � � — �� / 34.54� ` — 30 —_-------- ----� � � � ------- -- --- tEiE rEiE w rE�E FdE�E __ _ _ —_— wn1Ex 31.52 �' �i 12:1 3�� 1 � 13 + 00.00 297 20 � -� - _ _ .�- _-� ._ � WETLANDS _- -- - ---_- __ WETLANDS � �, 40 - , , U I � .. i . 0.029 0.029 - � � x i ' . '. �� ' _ _ _ _ .�� 3_1 _ _.. � . .. . ...... . . ... ..... . - . . 3:� =i / 35.06 \ � �� —._-- --- -- -1 ------ — — — — — — — — — — — — � � � � _ TELE 7ELE FO TELE FdELE WATER 3 2q qg m . 12 + �5.00 � �� E � , � 0 ; ; . � w � � � � � w � WETLANDS WETLANDS � � N40 �� , � � . . , , , . , , , . , , , , , , . , 0. 16 0.016 . . . . . . . . . . . . . . . . . . . . . . . . . . „ . , , , , , . _ � � _ � � �� :1 . . . . . . / .� _ — — — — —r�� 35.53 � '� m 30 � � � � � � �� - •- - - - - - - - / iELETELE FO TELE FdELE WATER \ 3 1 _ - _- - - _- - \ / - - - � _ � 2 + ��.0� �� - - �- - - - -J- - - - - - ��H-�ii-�i�-�i-�i�-H-i-H-�i�-�i� �s � _ 1 _ 90 100 110 120 130 140 150 PILELIMINARY d�LAN� DO NOT U8E FOR COr9TRUCTION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 17 OF 24 � 40 30 2a 40 30 20 � 40 30 20 � 40 30 20 -DET - 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 I L—_ � 40 30 � 50 40 30 � 50 4� 30 20 Jr�l 40 30 20 50 40 30 20 50 40 30 20 � r,�p I �!� ; � �: I F i- � !: }�., ; 5p � w � WETLANDS WETLANDS ' ' � �-�� _ _, ' N 40 , � � � 0.054 0.054 _ . .... . ,,, . ,,, .,, , ,,,. �� .� - � _ ---___ _ ........ ..... ,,,.. / �,� �� - - _ - - � � 3:7 � � a'v � �_ � / ' 33.78 - - _ - II m 30 __---------- � � � � w ��— ,z:,--._ — 30 TEIE TELE FOTELE FdfLE ATER 30.48 �/^- 3'� 3�� 13 + 50.00 29.'Z i �� o �� 1 - - -- -- -- - i _- �s _ �� 20 20 N� -DET - �� %� 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 I L — _ 150 140 130 120 110 700 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PILELIMINARY d�LAN� DO NOT U8E FOR COr9TRUCTION DOCUMENT NOT CONSIDERED FINAL 150 140 130 120 110 700 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PILELIMINARY d�LAN� DO NOT U8E FOR COr9TRUCTION � i... ... __ ,.,.,. ... I IIII I� IIII IIII II. _ � .... . ... .... .. .... . .... .... .. . Jl/ . . . .: .. ... .. . .... .�... ' ... ... �.. .. � � � UNLESS ALL SIGNATURES COMPLETED � I _ .. .,.. .... . .. .... .... .... ......... ........ � WETLANDS � WETLANDS PERMIT DRAWING 40 _ SHEET 19 OF 24 40 _ ... 0.030 0. 30 '. .. .... .... .... .... .... .... ... . . . .... .... ... ... .... . .. .. I � -.G _ _ _� T 1 . . . .. � / \ � � 30 — — � � wA,ER � (�.� 30 � �� iELE FO . . . I � ��V V - � � � � � � � � � I . I ... . ... . . . .. ... . � I I... .. ..i .. .....,. , ....._ .. . ... .... . .. . .... . ... ... . .... ... . fj GV_ .. ._ . .. .. .... .... . .. . . .... .. ... .... . . .... ... . �� GO .... ..'" _... ... . .. ... .. . . .. .. . . _ _ '. .._.__ __ ._ _ _ _ __ '_ '.. ... . .. ... ... � . . .. .. . .. . . . . . . . . . . . . . . i i "_ _ " __ """ - , ....._.. . . . ._._ . __ .:. .... .... .... .... .... .... .... .... ....�.... .... .... .... .... ....�.... .... ... . � i . ._ .J�I . . . . . . . . . . --__ .___-- . . -_ --. ____. __ . . . _ - . . . _-_.__ . . . . �_.. .._.. .... .... �.... ...�. .... .... ... 4� {� � � 0.030 0.030 -. . . . . „ , , , , . ------ ---- -- ---- --- -- � --------- --- ---- — — _-- --__ �- __ -_ 30 — --- — rE�E Fo --------------------------------14+z��.00 ------------ � + I I L—_ .N 40 30 20 I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii / - ��s��s��s��s�� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiis� ��a�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ��-- -------�� s� �� / �� / �� , �� —� � �� ss -- �s��s�� ....................�...v.. ......................... v... I I I .. ................................_............................................. . .................... ............................_............................................. . .................. ..........................._............................................. . .................. ..........................._............................................. I ■ �� ■�� iiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii I - �� u�� / 1 � �� iiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiwiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii / �� / —e��es�� _sa��w��w��w�� ii��ii�=��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiniiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ■ ■ ■ ■ ■ ■ �� ■ ■ �� ■ ■ ■ ■ ■ ■ �� ■ ■ �� ■ ■ ■ ■ ■ ■ ■ �� m��o��o�mo��o�� p�� Y\��\��Y�� sa��a��w�� o��o��o�no�ommo��m��m��o�no��n��on�o��w��o�� m��mo��oo��o��o��o��o��o��-��oo��s��o�� - ��nNn��w�� mn��m��m��m��omo�m��o��m��A�m��m��A�� m��mm��m��m��A�� Y�� o�� m��o��i ��nn ��nn��nn��n�� I �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiaiii amiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiaiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii / - ■�� ■��n�� N�� ■��Y\�� E��\��\Y�� ■�� C��..��_ ��o�� o��u��m��o��u�� ■�� e�� ■��■ ■ �� ■ �� ■ �� ■ �� o�� ■�� im��o��nn��o��a�� .��m��o��o��o�� I �0000u0000u0000u0000u000 � C�o�oo�u��ou�o��m�0000�o�oo�o�o��oou0000u0000�u�oo�000�oou0000u000 � I � ■�� 11 I 11 1 ��Y��p�� ■�� I I I ...............................n............................................� ............................................................................. ............................................................................. ��N�� / iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii / �� n�� n�� 1 � ��n��' �� iiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiuiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ■ ■ ■ o� ■ ■ �� ■ ■ ■ ■ �� ■ �� ■ ■ �� , , � � � ' �� I � � I ' � -� � � � �� •� :� � .� � �� .� � :� •� �� 40 30 � 50 40 30 � 50 40 30 20 Jr�l 40 30 20 50 40 30 20 50 40 30 20 � 50 � -''t ' i,�, i � i'�, 'I ; I: I I I_. I t' 50 � w � � � � � �� WETLANDS r � � � � � �- � � � �_ WETLANDS --. ! ti 40 . o.oao o.oao `10 � — � .... .... .... .... . .,,, ,,, „ ,.,,. � �� a� =- _� T �� ' y / ?: � 33.81 � � 30 — � � w — \ 30 �m 15+�(�6-- ---- � �� TELE FO ATfR - - - � � � � O �� 1 - - - - - - -J - END BRIDGE -DET- STA. 14 + 95.80 20 F � �� N� -DET - �� %� 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 I L — _ 150 140 130 120 110 700 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PILELIMINARY d�LAN� DO NOT U8E FOR COr9TRUCTION DOCUMENT NOT CONSIDERED FINAL i i � --_--- ------------- --------------- --------------- --------------- --------------- ------------- --- --- --------------- --- --- ------------ ---- I \ O 5 10 PROJ. REFERENCE NO. SHEET NO. i N WETLANDS ImLzr� 8-49� 6 x—� 2 I � 40 150 140 1 0 120 110 700 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 40 � o.00t o.00i IDILELIMINARY dDLAN� I - � � � � � � ^__��_ - � �= DO NOT USE FOR COTSTRUCTION 3:� � �� .� � � \ '_ _� _� _� .� DOCUMENT NOT CONSIDERED FINAL � 30 'I , / i i i i i aa.s�--'--�z.zz ---------- ' 30 UNLESS ALL SIGNATURES COMPLETED � .E E.E�E Fo ,E�E Fo,E�E W'�E"7 + 00. 00 P E RMIT D RAW I N G , , , � i____ _. � � � �� SHEET 21 OF 24 20 , _ � � _ _ - - - _ �� , _. _ _ - - - _. _ - - __ , �, _ - - -- -- - - -_ _ __ __ ___ __ _ i WETLAN DS I i — i - � , � , , — 40 _ _ _ I `%O . . .... . -> .. . '. . '. ' 0.013 0.013 � � ._. � � -c= -- - _ _ _�� . . . _... .... I. - - - - � �� .-. � � � � \ I � �� _ 3:7 _ � .� � � _ � � ' I 32.45 i i i 30 . rEIE rE�E Fo rE�E ForE�E wArEa 30 � 16 + 75.00 � , -- - - - --- — ---- -- - — --- - ---- _ ___ ___ ___ __ � � _ � 20 � - 20 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::===================::::::::::::::::::::::::::::::::::::::::::�:::::::u:::::::::::::::::::::::::::::::::::::. :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::= == == == == == == == == ==:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: .........................................................................................s------------------.........................................._............................................. :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=��=::::::::::::::::::::::::::::::::::::::::::�::::::: ::::::::::::::::::::::::::::::::::::: � .........................................................................................—�� ..........................................�............................................. ........................................................................................._� ��..........................................�............................................. .........................................................................................s� ��..........................................�............................................. .........................................................................................—� ��=====::::::::::::::::::::::::::::::::::::::::::�::::::::::::::::::::::::::::::::::::::::::::: �/ ��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii �/ �� . �r . ��■ — - ��u��■ � ■�� ■�� h�� / iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii / - �� ■��u�� o��■ ��s • ' ' , iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ��■ �� ■�� ■�� ■�� mowmo��o��om��m��m��o��—�� a�� ss�� s��s�� / �� / - �� uiiuiiiuiiiuiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii—��s��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiss��s��s��s��s�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii■ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ��■ ��s��s��s��s��■ �� n�� —�� s�� a��a�� ■�� ■�� N�� -----�� / ��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii �/ - �� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii � �� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiniiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii / iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii I - �� u�� • 1 / �� 1�� m� m�� ■�� / iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� ■iiiiiiiiiiiiiiiii � ��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii / �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiri�n �� nn �� nwiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ...............................................l�ISSCS"�IQS1111115»5::�@SSO�=:QI�QOSC:��SS�S::II�IIICCe1S�T.:�.'�::.�.��.�.�.'� L.'�..' �'.�..�::G.'�=.�.�.�..�.�::::::::::::::::::::::::::::::::::::::::::�:::::::::::::::::::::::::::::::::::::::::::: �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii��,ii��m�m�oo�omommoo��oo��oo��o��o�mo��o�� p�� Y\��\��Y�� sa��a��w�� o��o��o�no�ommo��m��m��o�no��n��on�o��w��o�� m��mo��oo��o��o��o��o��o��—��oo��s��o�� - ��nNn��w�� mn��m��m��m��omo�m��o��m��A�m��m��A�� m��mm��m��m��A�� uu�Wuuu�u�� o��nn��m��o��i ��nn��nn��nn��n�� o�� I ��a�o��o��m��o��o��oo��o��m��o��oo��o��a�� / - �� n��N�� Y\��YYY�YY�YY�YY� YY�YY�YY�YY�Y��\��\Y�� n��_ � ��o�� o��u��m��o��u�� ■ �� ■ �� ■ �� ■ �� ■ �� ■ �� ■ �� u��o�� o��nn��o��a�� m��o��o��o�� / �u��ou�o��o��0000�o�oo�o�o��oou0000u0000�u�oo�000�oou0000u000 � / � ��Y��p�� 1 I 11 � ��n�� -�� y�� . ��n�� i �� E..................................................................................... � ��N�� / iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii / - �� n�� n�� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� iiiiiiiiiiiiiiiiiiiii� • , , , , � iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii' ��' �� A ��\��Y��\�� ■ ■ m�� o�� ■ o �� ■ �� ■ �� I I ' � -� � � � �� •� :� � .� � �� .� � :� •� �� i � � _-_--- ------------- --------------- --------------- --------------- --------------- ------------- --- --- --- --- ------------ --------------- ----, ... 40 30 � I I L � � 40 30 � 40 - -- - � � o.ozo o.ozo ;I — — �` -------------� � �,— --- _ 36.61 � 3q `9� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' .i 33.46 30 I Ay �E wA,ER I�� iELE iELE FO TELE FO TE�E � v+ OO � O� �r�;�r�;-r- rr�;,-r;��r�;�-n+r i � � � � I+H+ I+H+H-�i�-H+H+H+I-�H+ H+I+H+ H- ' 150 140 130 120 110 700 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PILELIMINARY d�LAN� DO NOT U8E FOR COr9TRUCTION I I - - �� I .� . .._L� �� I __ I I I I I I I I I I I I I I I I I I I I I I I I DOCUMENT NOT CONSIDERED FINAL I I UNLESS ALL SIGNATURES COMPLETED � ._ _. . ... .... .... .... .... , o.ozo o.ozo ', �I _ — — — — — — — — — — — — --� — � — — ��a ..... _ _ _ — — —36.67 �?:i�� _ _ _ _ _ _ _ ..,.. � 33J� " _ _ _. _ __ _ _ _ _ �. I II TELE WATER ... TE`E `E" `° 'E`E `° rE`E 18 + 2 5. 00 P E RM I T D RAW I N G ' _ - _ I - - _ _._ __ _ _ SHEET 22 OF 24 ,, - __ � , _ _ __ _ __ - - - �, - - - -- - - __ _ _ _ _ � � - - , � ___ ----_ _ ___ ______--___ -__ _____ _��_ ________- o.ozo o.ozo � � � �. � � — — — � � � — � = � � � � 3:1 _ � � � � / _ — — 36.52 `� '� _ _ — _ � � � — � � � � � � — 33.1 --- -- - ----- -- -- - -- — ---- - - - — - ,E�E rE�E Fo .E�E ForE�E - 17 + 75:E��ER �_ - __ ___ __ -- ---- - - -- -- ,_��, T 40 30 zo 40 30 2a 40 30 20 U, : a- ----__ __ __ _ _ __ _ _- -----___ _ _ � �, 40 - - - - ' -- --_ _-- — ----- --- , , , - , - , , , 40 U - 0.020 0.020 � � 3:7 � _ — ,�_ � � � � _ _ � � _ _ � _ _ _ _ _ — � � � � � _ _ — _ _ 35.84 � .� � �\ _ � _ _ _ � _ � _ � � _ _ i �p . I . 32.84 � ; -,; I I - I � - 30 I /]y� 30 m . TELE TELE FO TELE FO TELE ..� ��-F � VA: ROO / � �I _, i � I I - . . .. _ . I • i6 �- .-. �_ - _ - _� _ _ - __ - _ ' � - -__ __ -__ _ __ rv� N ,. ��.. ,... - . ..! E �]A /]O C Gl/ G o i i_ __ ____ __ ____ ____ _____ _ C w N � � � WETLANDS I � I ° � � �� - �i N 40 - � I ' � � o.mz o.o,z 'i _ --� � _ _ _— — � � � — — m � � — I � � � � — — — — 3:� — — — — — — — — — — — �I Z 3� � � � � — � �. —� �� I I I 34.64 32.53 J� m TEIE tELE f0 iELE FOTELf WATER .... � 1�+25.00 , �� 0 �� - - - - - - -J - - - - - - - - - - �s _ � �� 20 20 N� -DET - �� %� 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 �w --------- ---------- --------------- --------------- --------------- --------------- ----- --- --- --- ---- --------------- --------------- -------------- --------------- ------- N 40 � _ � � m 30 � �� s 20 150 140 130 120 110 700 90 80 70 60 50 40 30 20 10 40 30 � � 40 30 � 40 30 � � 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PILELIMINARY d�LAN� DO NOT U8E FOR COr9TRUCTION DOCUMENT NOT CONSIDERED FINAL _ ..... . ... .. .. .... .... .. .. ... . .... . ... ... . .... ... , UNLESS ALL IGNATURES C MPLETED .... . . .... ... li .: � .... .... .... .... .... .... .... .... .... .... .... .... .... .... : � � i . .. .... .... .... .... .... .... ......... ......... .... .... .... .... . ... .... .... ... ........ ........ _ PERMIT DRAWING SHEET 23 OF 24 ' � �� - - - - END DETOUR -DET- STA. 19+19.85 � , - - - _ , � o.ozo o.ozo _ _ _ _ _ _ _ _ _ _ _ _ _ _ � �_ � �� = 36.79 —� � � �� _ _ _ _ _ _ _ _ �/ �� . � TELE 7ELE FO TELE FO TELE tELEWAiER �, �;-,�,�� 19 + 19 . 8 5 - � � � � � ��+H+�+��+��-H+H+H-��+��+ �,�,,-� _ _ _ _ __ ___ ______ � o.o,o o.ozo -------� � � � -- --=�� --- 36.79 ` �i I � � � � � � � � _ �� ' — --- ---- -- -------- --- ---- — ---- �E�E,E�E Fo rE�E Fo �E�E ,E�EwArER 19 + 00.00 --_ ___ ____ _ _ - - --- --_ _ - - 0.003 0.020 � _ _ _ � � - � � � � �� 9� - — _ _ - �_ _�� ` _ _ � � - 36.78 �i � _ _ _ _ _ _ _ _ _ _ � TELE TEIE FO TELE FO TELE iELE WATER _ _ __ 18 + 75.00 . . _, ., _, _�_ � 40 30 2a 40 30 20 40 30 20 . . _ . � � , � �� _ - - - - . , , „ 40 � o.ozo o.ozo .. i � � � � _ _ _ .� � � � � �� 3 — — — — � , �'> � � 36.72 \ i� � � � � � � — � � .� �. � . 34.08 � — — � �I.... �. �.....,.... ..�.. �,.��. .� I I I I I I jo � TELf TELE FO TELE FO TELf TELE �'/ATER _ 18 + 50.00 _ _ _ 20 -DET - 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 I L — _ WETLAND PERMIT IMPACT 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- 11+38 LT TO 12+04 LT WETLAND FILL, EXCAVATION < 0.01 � DUE TO ROADWAY, & -L- 11+50 RT TO 15+36 RT PERMANENT STREAM 0.03 0.19 0.01 RELOCATION WETLAND FILL & � 0.01 < 0.01 < 0.01 2 -L- 15+g1 LT TO 16+26 LT EXCAVATION DUE TO ROADWAY BRIDGE #57 REPLACEMENT; < 0.01 0.11 3 -L- 15+35 CL TO 15+g5 CL 1@ 85' - 45" GIRDER; 40' CLEAR ROADWAY WIDTH 0.01 TOTALS*: 0.04 0.31 0.02 0.00 0.00 0.01 0 0 0 'Rounded totals are sum of actual impacts NOTES: September2014