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Home My WebLink About20190104 Ver 1_B-4916 permit drawings_20190123� a-:. :y. i 1i�;h��r�l�T North Carolina Department of Transportation �� :Sti]T�174Y:��' 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: Jan 2019 NCDOT Contact: Dan Du�eld, 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-Upon 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 General 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 0.10 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 0.02 AC of permanent fill 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, 0.10 AC of temporary fill in wetlands, 0.02 AC of permanent excavation in wetlands, 0.21 AC of temporary 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 (1): 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{' �ryr�'}� North Carolina Department of Transportation �` ��S�C]TIT1aM�"�'.. ��e -- -- ,,.,,,., 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 2 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 2 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 L-li�llVVa North Carolina Department of Transportation � �� -, '-�"�-�-�'��' 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 � a � � � � W 0. � N �� %��1� �IF ��I�I�� BER TIE CO U1�lTY PERMIT DRAWING SHEET 1 OF 24 LOCATION: REPLACE BRIDGE 11I0. 57. OVER QUIOCCOSI11l SWAMP ON US 13 TYPE OF WORK: GRADING, PAVI11lG, DRAIIVAGE AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT 4/4A US l3 � 0 d' 0 U � � � � � � O V O � m 0 �_ �' N= O� / , o°�, NO \N N� ��( ro sR i, fHEXLEN SR l32/ ?CE ST ) US /3 7272019 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 ln 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�� u(�T enoue(9i9j�si�9z�a 1000 Bircli Rtdge Dr. 5� 25 � 50 ��0 1'v1 Fex(919)783-9266 Raleigll I�C, 2%6%� ��p ADT 2040 = 5400 LENGTH OF ROADWAY TIP PROJECT B-4916 = .163 MILES ��N ��m �� o� �`��g K = 9% 2012 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 s� 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% reorscrnEsrcrvErvc,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,crvnrUnE: qN E. �°�' STRUCTURES MANAGEMENT ONlT P•E• BEGIN TlP PROJECT B-49/6 '' '' —L — ST Ae l0 +86,50 z BEG/N BRIDGE o� END Bf?IDGE 0 � e �; � DENOTES EXCAVATION IN WETLAND � DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPAQS IN SURFACE WATER DENOTES TEMPORARY FILL IN WETLAND DENOTES TEMPORARY � EXCAVATION IN WETLAND � �� .�. PERMIT DRAWING SHEET 2 OF 24 � CLASS II RIPRAP TO ELEV.33.6' EST.225 TONS E57.260 SY GT Q10 = 0.3 cFs V10= 1.0 Ws- @ END OF PAD � � ,�� SI°Jll']E 3 � � � � � � � i� � � � � � m �, � � � � � � I � � � � � �I � � � � ( � � � � � � — � � � q � I � � � � � '� � � O \ � � /— — �— — —w�e— — — � I � � � � � � ,� � �� SI'J[°�E� 1 � 4 � — � � ,s• ��P � o `K � . �k � w� — — � � W/2 ELBOWS U � � � � � � � � � � � TD � �w�e_ _ -'�— � �� /� % � � _�_, a � �, -�� — — � � � � ' GREU 350 TL-3 �� , — — — . `� � �— — — — _ _ 7o SR I200 N +50 � 78 2GI r,vExrFNa Ra� o Q 3'PAVED SNOULDER US l3 2l'PAVEO ROAfJJ✓AY 15" CL-IV TB 2G1 �. : _. . .. _ . ._ _ _ _ _ T � N L B _ — _ — — — t — — — W L B — � � � — ��'� � � � �F GREU 3 E E E E E � � � `� .. �:._. � ..,�.F. � E E E E . . `� � ,� ,� � � � E F � � �F = � � O ..vES `J G.'i• 1�,�. � -. 93-E-ii3 T _ Fw�a—m �� E SI�`�— `� � � � �� —F � � I `Y � i WL8— � — — — — — � �� Q70 = OA cfs � / VIO= 1.7 Ws � � @ END OF PAD 1 -I pE � TB 2GI ,v a-ro , � /C / / � TE T�PE B-�� _ GREU 350 TL-3 �� .� ,� . �k . ve E � E I , � � ,� �, _ . : . `k �. �� . _ . �t . ,� � ,� C �k T T i � T E , \ � � , � , � � � � � �� F— T � � � `� I I � `� � � � � � T � /�� TE � � � ml � � � � I `� " F E E E E E� CLA55 II RIPRAP 70 ELEV.33.6' -SI�`E 1 SI'Il'E 1 F EST.220 TONS EST.255 SY GT O � � V172019 ��F T O E 2 DB 642 PG ... Q10 = 12.9 cFs -..� \ PB 6 PG 8i; � V10= 2.2 Ws \ @ END OF CHANNELCHANGE �� NOTE: � NO DECK DRA/NS TO BE USED e2 ' � O,, �� P� � N CECIL S. HOLLOMAN, JR. . DB 473 PG 442 i�� Q10 = 6.4 ch V10= 1.5 fts @ TIE IN OF STREAM ��i vz sFo R 5�00= ts^ a-iv 5.00' :M +�o PPES — � � C O Fx�sr�N� R PROJECT REFERENCE NO. SHEET NO. 8-49/6 4 RNJ SHEET NO.1 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER :��5�4�0 E �ONI? `9 �% SEf\� ; 036853 ; �' B �'F�;GINEE.i?•Z•�p ''••.;YqN ,.NU�;. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � KCI �g�ro.=.e�aM<rs.su�„=n.�oo=ovu,o� � ns aau.otN��xana,s��eano aio��n, rvc z�w9 m PFove(91Y1"i83-9210.Pax1Yl9)]83-9266 CEQL S. H4L! OM�N. JR, DB 449 r'G Iln 93� E-n3 cu�T�� . � US l3 TO SR I37J (5 COMMERCE STl io� � „1<�,<, DETAIL 1 DETAIL 2 SPECIAL LATERAL BASE DITCH SPECIAL CUT DITCH � Herm swia� ( Not to Scale) Fro t Ha��,oi F.ii � � o� Dit<h e.e��a a. 3'> °� sioae N f r I 3'� y�e� Slope '� D F��s` Ground :) p P° � 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 4A) PERMANENT CHANNEL CHANGE � Nal la Scale) b Noturol � Ground 3.� p.i�� . Fill siova � e I Min. D= 1.0 H. �.^•� 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 PROJECT REFERENCE NO. SHEET NO. 8-49/6 4 RNJ SHEET NO.1 ' - PERMIT DRAWING - �� i ROADWAY DESIGN HYDRAULICS w . ' ENGINEER ENGINEER � DENONE WETL4NDTION _ S H E ET 3 O F 2 4 �,qR • '�O��N SS%O(� . p DENOTES FILL IN � �� ;°� �SEAL �� . � WETLAND - .. a� 9�i ,�� [ 036853 ; �_ Q, �' B �'f�;GINEE.i?•Z•�p DENOTES IMPACTS IN �7. •., � ' SURFACE WATER � .��/�/� ; N�` �DENOTES TEMPORARY �PO � . IMPAQS IN SURFACE WATER � �DENOTES 7EnaPOR.4RY �s i��. DOCUMENT NOT CONSIDERED FINAL FILL IN WETLnND . ti ��- << UNLESS ALL SIGNATURES COMPLETED e ` � � �� DENOTES TEMPORARY � s• ei s' 'sn • coomuu�o� t/ gc�s us�t a' EXCAVATION IN WETLAND .a � J � � � KCI En� ��sivi�s3s Ivivl�s;9+c6 / 1 �S N ��///JJJ ` :�� O �� C �..... . �� /� � — _. ' _ � � �. �i ' � �s � � � __� �E � � I — � / `, � --' � � � � / � �w � CL455 II RIPR4P � CECI� '., �' % . MAN, JR. � � Jrviai . JH.......( � '..... TO -�ELEV. 33.6' � '42 ^ � EST. 225 70N5 S' 3 E PG iW �� \ I - . T�/ l 'o E57.260 SY GT � � �y � / 1 � Q10 6.4 ch , - -- 'S 3 ��JLj� � /� Q10 = 0.3 cFs � V10= 1.S Ws ,� � �� /� V10= 1.0 Ws ' ' @ TIE IN OF STREAM i � j . / � Q END OF PAD � �� 3� -- � SI°ll°]C i � ,�'' ��. �s r` '_� � � �'� � � , � � � � � � � � � i - � � � T J �W4Q ;� mo � � � � � � � � �� I �� Q E � 1 � � _ � `� � � � � � � I �e ' � � w�e�.��'.- � � � ., � ��ivz sFo - �- ,., � '- � /— _ _ _ — —w�e— — — °J � � wie � _ � �� -:I I -,. �� DB 444 � OM�N. JR. � . i I I �e � ,r, � F � � I � ' ,FC S. H I � � W/2 ELBOWS END OF PAD ., ., ' �/` G Iln . .. � _ � � ` � ' 'K � �K � � A _ I � �+= � � Q10 0.4 cfs � ' . 93 ,. II z . . . . _ . . � � � \_. � � SI'1C�E� 1 � `_w�_ _ � ,s-- caar � v � , v�u , � w � t__ � � � � � � � � � v i � @ _ cu�T� � � � � � � � I TD TpE is� a-ry \ � �_ - � � � TB 2GI 5�QQ— . - . � �w�a_ _ � � p � /� � � ` ._ _ � _ � _��___ _ ie \_ — 1 \ �k � %Y GREU 350 TL-3 iXEE'�77 /�� --. � TL 3 . �� • , �... E%STING R/ -'� -_-- - - - \ p 500' �—_------ a�._ F n - REM 7o SR I200 N f50 � 78 2GI 15" CL-IV � f70 � (�5 /,j fHEXLENA ROJ O 3'PAVED SHOULDER US l3 Z'PAVEO ROADWAY 15" CL-N TB 2GI TB 2GI � PPES TO SR /37J O N (5 COMMERCE 5"rl . '.� _ — �NLO — — _ — — — t — — _ — _WLB— T — �� t ��'� � .. �---� � GREU 3 E E E E E ' TYPE �� GREU 350 TL-3 t , � � �_ � `� � F � � F `� e e e e � � � �C � r�, ,�`` � C ' - � � � � E � e i ' �r � ,� � � �� `k. F '� . ve E � E � � , � T T � ..-�. . , � i�— - � :- J � � � C � T T � ��. , E � � � �.; � � � � F� I T i � TE w000s � `��'NO'�.`,S � � � � `k F `e � i � i .. / / a � � � � � � : � � T /� TE i F �� `� C � � E � � 3 , �_- � � � '... y � F E E E � E E� � .SI �. 2 _ . --� F�s � � � . - � CLA55�. II RIPRAP --... - .. 70 ECEV, 33.6' r _� � �, �, ,�ITE 1 SI7CE 1 E51. zza ro�s i � � � �� \ � �'�� '� � , �� EST.255 5Y GT /� ALFRE�--FRE£M4.IC .��- -� . , F . A � � �,. ; T '� �- � E � ;' " ' � L �' I � DETAIL 1 DETAIL 2 O /� } O SPECIAL LATERAL BASE DITCH SPE( rA} CUScDeTCH / �Nof10 Swle� Q � Q � / '. ....._..,.. FIOn} C � rn � 1 �`I' � PB 64PGP8o �:. V1�0= 22 Ws� �. �I D f�� Ground :)� P° ` ) �� . 0 ' _ Haw�ai Fn � °� Dit<h � �. �� e.e��a a. 3' e< sioae 48 Slope �° / � @ END OF CHANNEL CHANGE � � � � �� Min. D= 1.0 Ft. Min. D= 7.0 R. � B= 7 Ft. s� � �n „� ,., ;� FROM -L- STA.18+19.65 TO STA�.20+00.00�LT FROM -L-STA.18+00.00 TO STA.20+00.00 RT �� .,� �\ . / i .. � �'1 I \ � � 0 \bZ / ' .. J I£ \ � DETAIL 3 (FROM SHEET 4A) � Q- ��Q�q � � �' � � ' � . PERMANENT CHANNEL CHANGE � -- c`2, . � $(USERNAME)$ � . � INa�m S�alel ... �j bFILELb 3m . b � � � Na��,ai .— � � � � � BEGIN BR/DGE END APPROACH SLAB NOTE: G��d �:� ��` �� si°va � - }j � � I I M'n. D= 1.0 H. e -L- Al +l J -L- l+ LB.I . "^ '^ B= 3 F. � � NO DECK DRA/NS r0 BE USED o ` 6= 2.0 FL ��- ^ � i . � � � FROM -DET- STA. 72+75.00 TO STA. 14+40.00 RT w TYPE �77 TYPE B-7 � . , � `�0 � - - N - - � I w � �� '� �� 50' 0' 59' 1Q0' � � � -� � � � � � E B-77 o-� PE �77 25� �� BEGIN APPROACH SLAB END BR/DGE FOR -L- PROFILE SEE SHEET 5 =_ -�- a.ia+ . -�- ai +✓o FOR DETOUR SEE SHEET 4A � RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT (I" = 50') � m � � o, � � � m �� 11 O ID 100' 0' 100' 200' � � � m � � % GRAPHIC SCALE � KCI Associates of N.C., P.A. 4505 Falls of Neuse Road, Suite Raleigh, NC 27609 K� � Phone (919) 783-9214 h��p �rwww 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 TEMPORARY EXCAVATION IN WETLAND DENOTES EXCAVATION IN WETLAND DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER 300' � � 6 � � � m � � a � V � 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 DENOTES TEMPORARY E%CAVATION IN WETLAND � \\�I. I li> � � � � '� � � � � '� � � � � � � `� � � ' I � � � � � � � � � � � � � � � � �� SI'd"E 3 - I � � I � � \ � — �— — —WLB— — — � _ � - � � � F � SI'1[""� 1 � � � i � � � � ` � � 1[ i � \ � � � \_ � � � � — , � � � ie �1, HARMON HEI = � � � � � �__ DB 409 PG 181 "\ � �e ,� � , I �\ PB 84 PG 202 TTEMR TB 4GI � TDE i � � �w�s_ _ � � � `� � 1 � �� .._ — � � � � — � _ WLB— — _. i __' ' .� _ _ � — —' \ � � - _--- F ,� ,n' � - ri°Ex ENa°Ro� N� I -- � F US /F - -'� � p C C _ . �... __— " '�— �—�— T�— i � TWLB— — — _ — _ — T — _ —WLB— � � � ---- � � r e e - [ � � � F � � � �I � � ... � . E E � � � w � ,� ,� � F ,� � . ,� E �k E \ . ,� .: ' _ . . . ,� � . . � ��. � � . . :�e ,� Ef 7 \� � � � � � � � � � i F� I � � � F � � � i � � � � � � � k � T � I � � � F � � TE SI'Il°]E 1 SITE 1 SI'Il"E 1 / / O / / , 7212019 oio = vio= @ END OF ( � .O DETAIL 3 PERMANENT CHANNEL CHANGE � ry � �o scoiel b NoNrol Gro�nd 3,.� p 3'� 1"iFl. Fill Slopa �„ � Min. D= 1.0 F. 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� Z.� � o� Di�cM1 Ground � F ry � �`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.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 a g � rm �� / C PERMIT DRAWING SHEET 5 OF 24 � � 01� $�� p,0 � CECIL 5. HOLLOMAN. JR. DB 473 PG 442 03-E-i32 i vz sFo �� i Q �° �3 � ii — I I � F REM — PROJECT REFERENCE NO. SHEET NO. 8-49/6 4A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER :'s°�:�o E ��~��°=: .Q� 9� � . ; S�Fl� ; ; 036853 ; �`• �'•FNc i NE� �,�;,g ,,•�P'AN �'..N•• . DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � hKC I E�igi��i�e . PlviMrs . Scicnds¢ . Causwctiou M� es ronsoerv�,en�a,s,��reaoo em��n, rvc z�sav � PM1oue (919) ]R3Y216 . Fa (Yl9)'1A3�32fi6 -T _ �w�e-m ��8E--�I�E `� � � � I� I -F � � I � �� ,--w�a— --- �� r� - \ � � ��• TE .15" PIPE — -- � — — — REM EMP. TB 2GI � F F G EU � � � � Tie2 < F � / — . .._,tr,.v'!.�'' TE '.�RED WI�Li �.�� SI'J[°E� 2 " O I E T `l` i i F m�F T � � I �� E� �E —F -T E DETAIL 5 TEMPORARY TOE PROTECTION �Nofto S�ale� �\�e� M1.,F�Qs �c,�o Exisling Growd d LINER d= 1.0 Ft. Type of Liner= JUTE NET OR SIMIIAR FROM —DET— STA. 12+25.00 TO STA. 13+50.00 LT FROM —DET— STA.15+50.00 TO STA. 17+00.00 LT � cu�i' exisrine aiw �� , US l3 � rs con+±ERCE �s32ri _ I0 �' �!Yv,'h .,, „�� 50' 0' 50' 100' 25� NOTE: FOR -DET- PROFILE SEE SHEET 5A �l NO DECK DRA/NS TO BE USED. FOR -L- DES/GN SEE SHEET 4 � � � � � � � � � � � 0 �, a � 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 �DENOTES TEMPORARY E%CAVATION IN WETLAND \ � I / � / / \ m� N9 1�T�]E�C l� � � � � �� = �� , � � � ,, �� ;' - � � � � � _ � � � � _ � � � � � � _ � � � � �� i '� � � � SI'd"E 3 .� � I � . . `� I I .,� � �— — —WLB— � — � - �:�. `� � � F � � SI'1["� 1 � � �� i � �� -- � ` � � i �, � \--. � � '�� — � � � `� � � tMON h'Ei �� `�� I PG�202 . TEMP.15" PIPE � TDE � � � �w�e_ _ � � '� '� �� TEMP. TB 2GI —'-- -- .� —�_� . � \ � � � __' _ _ �_ _� —_ .�-�__ _ _ ._ w�0 �— _ � i =-- --- F — � � — — ri°esr�Na°Rm `N"I � � F US /� �► F _ C C — — �� —T�e------------ —w�e—�— F_ ,7 ' ,- ' - � �k r E � � I ' � F k � ��—� � � � � � � ^� � � � �- � � F � � � � � `� � � � � � ec � .� ,� ,� � � � � .. �� .., � � � � � � � � � � � � � T � a ' � ' �� TE � � �� SITE 1 � � _. -. �� t � £ ALFRED �FRE�AT!_ � � FG 968 � M� �/ , �/ � � ,� � M �� I SI'�°]E 1 J SI'Il"E 1 oio = VIO= @ END OF C O � �i DETAIL 3 ' � � �� ' PERMANENT CHANNEL CHANGE � rvo� �o s�oiel Naw�oi b Gro�nd 3,.� p 3'� 1"iFl. Fill Slopa �„ � Min. D= 1.0 F. ��"� 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� GroundZ,� F ry�\O` Di�cM1 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.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 � �� p� < PERMIT DRAWING SHEET 6 OF 24 \/) �._ _ \ ^/ 1 `�6 / " � ` _ . �� /� w Z / \ �s � \ ` � � ._.__ ..... \ � ( - I, � � O1� $�� p,0 _�` PROJECT REFERENCE NO. 8-49/6 RNJ SHEET NO. ROADWAY DESIGN ENGINEER ,, O�"`NE %�t'�(��.�: : S�¢`��F �,�9�i SEAL ; 036853 ; �'• �'•FNGiNF;`�j'�,�,�: ,,•�P'AN �'..N:: . SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � hKC I E�igi��i�e . PlviMrs . Scicnds¢ . Causwctiou M� es ronsoerv�,en�a,s,��reaoo em��n, rvc z�sav � PM1oue (919) ]R3 Y216 . Fa (Y 9)'1A3�32fi6 i �, �E � �s � � � � � O g£ �CEG. ,. „(� CECIL 5. HOLLOMAN. JR. 8� 449 P�G IM�� V DB 47,3'�C 442 3-E'il3' �� 1� 03`-'� i32 � � n � � � �m �T�� C �� - �� -r � _ _��m ,�8E-�IiE—� � �� ';� � „� —F � � 1 — —� ----�� , — w�a � , �i i , , � � ii r� \ — i� TE .15" PIPE . \ � A �� -- — � REM REM EMP. TB 2GI � � F �G EU F E—�� F mi F T � �� E —F —T E � � � � � 6�— ��- . cu�T exis*irve ai F Lr �, US l3 �— r < F � � GREU r�-s � �� TE -- � — � � � � SI'JCEE 2 O .�r�� 3 � io� �u i WOODS � ^ �N � I / \ �� r� �� a \ 38 "� m� A �0 30 J 1 � _ N� 3m / \ � ^ .. DETAIL 5 TEMPORARY TOE PROTECTION � � lc � I / .. �Nofto S�ale� � m �O� O� 50� �QO� F� �e` M1.,F`\c,\oPe \� �,.:. Exisling < � ' Growd d \ r� LINER L�, d= 1.0 Ft. NOTE: FOR —DET— PROFILE SEE SHEET 5A rrpe of u�e.= ,ure Ner on siMiuR �l NO DECK DRA/NS TO BE USED. FOR —L— DES/GN SEE SHEET 4 FROM -DET- STA. 12+25.00 TO STA. 13+50.00 LT . FROM -DET- STA.15+50.00 TO STA. 17+00.00 LT � N� 70 SR l32/ (5 COM,wERCE 57J � J_1�� I. _ o, � � � m SITE 1 SITE 1 SITE 1 SITE �� KCI Associates of N.C., P.A. 4505 Falls of Neuse Road, Suite Raleigh, NC 27609 K� � Phone (919) 783-9214 �,��p �rwww k�� „ Fax (919) 783-9266 PERMIT DRAWING SHEET 7 OF 24 SITE 3 SITE 2 SEE DETAIL 5 � EST 105 SY MATTING TEMP. 15" PIPE � �� F C F GREU - - � �,� B_� �— �—� —� ,, . �� E � E T� � I F m �I F T � � � E E � /� � � � � � �E I TEMP. TB 2 � � I �E IMPACTS LEGEND PROJECT REFERENCE NO. SHEET NO. 8-49/6 PRM-7 :OADWAY DESIGN HYDRAULIC$ ENGINEER ENGINEER BNC�NgI�]L]E ]E ]�]L.�NS OO NOT USE FOR 6 W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SITE DENOTES TEMPORARY DENOTES EXCAVATION FILL IN WETLAND IN WETLAND F F DENOTES FILL IN DENOTES IMPACTS IN WETLAND SURFACE WATER DENOTES TEMPORARY DENOTES TEMPORARY EXCAVATION IN IMPACTS IN SURFACE WATER WETLAND ID 100' 0' 100' 200' � � � m � � % GRAPHIC SCALE � �1 � � ' DB 409 TEMP. 15" PIPE � —�_ � I� �� PB 84 P� ��< <T E � TD � _ �� k � � � 1 � � - TEMP. TB 2GI I � \ ---WLB— _ - _�--- - .. IP� F ` -- ✓ � ---r� -.'� „ '-� �— � .,_� _ . . ; F _ . _ _ —� �� — —T F� —,r, -----� _ = � F US /3 —EL — � F �=>q' IOo9" F_ F C GBEU — — � —WLB— �` F\ TL— — E E � � �- \ `� � � �� . �, E E � � � � • � � F � `k � E � E � TY Ef 7 � � � � � � � � , � �� -- ;� �� F � � � � _ � / � � T � , TEMP. TOE PROTECTION � SEE DETAIL 5 E E E� EST 90 SY MATTING TF 300' SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. SHEET NO. WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Temp. Hand Existing Existing Permanent Temp. Excavation Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) -L- 11+38 LT TO 12+04 LT WETLAND FILL, < 0.01 � EXCAVATION DUE TO -L- 11+50 RT TO 15+36 RT ROADWAY, & PERMANENT 0.03 0.04 0.01 0.15 STREAM RELOCATION WETLAND FILL & < 0.01 < 0.01 < 0.01 2 -L- 15+81 LT TO 16+26 LT EXCAVATION DUE TO ROADWAY BRIDGE #57 REPLACEMENT; < 0.01 0.05 0.06 3 -L- 15+35 CL TO 15+85 CL 1@ 85' - 45" GIRDER; 40' CLEAR ROADWAY WIDTH 0.01 TOTALS": 0.04 0.10 0.02 0.21 0.00 0.00 0.01 0 0 0 `Rounded totals are sum of actual impacts NOTES: