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Home My WebLink About20200399 Ver 1_BR-0118_PERMITS_WETLANDS_20200330_20200402Revised 4/2/2020 Highway North Carolina Department of Transportation /N . Stormwater Highway Stormwater Program \p _ STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 48827.1.1 TIP No.: BR-0118 County(ies): Northampton Page 1 of 1 General Project Information WBS Element: 48827.1.1 ITIP Number: BR-0118 Project Type: Bridge Replacement Date: 12/26/2019 NCDOT Contact: David Stutts, PE Contractor / Designer: Kisinger Campo & Associates Address: 1000 Birch Ridge Drive Raleigh, North Carolina 2760 Address: 301 Fayettville St., Suite 1500 Raleigh, NC 27604 Phone: 919 707-6400 Phone: 919 882-7839 Email: dstutts(cDncdot.gov Email: nking(aD_kcaeng.com City/Town: Pleasant Hill County(ies): Northampton River Basin(s): Chowan CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 913 ft Surrounding Land Use: JAgricultural Proposed Project Existing Site Project Built -Upon Area (ac.) 0.5 ac. 0.30 ac. Typical Cross Section Description: The proposed typical section on either side of the bridge will be normal crown with cross slope of 0.025, and consist of two 10' lanes with 3'-11" paved shoulder and 2:1 or flatter side slopes to existing ground with the exception around the bridge opening and on the north side where the jurisdictional stream runs parrallel to the roadway. Any slope 1.5:1 or steeper is to be armored with Class II Rip Rap. Existing roadway is a 13' wide gravel road, with 3' unpaved shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 970 Year: 2016 Existing: 970 Year: 2016 General Project Narrative: (Description of Minimization of Water Quality Impacts) State project 48827.1.1 will consist of replacing the structurally deficient NCDOT bridge #650093on SR 1203 over Jacks Swamp. The proposed replacement structure is a 1- span (1 @70') 24" Cored Slab with 2.5' caps with an out -to -out deck width of 30' which will replace the existing single -span (1 @35'). The existing roadway around the bridge is sorrounded by wetlands with all runoff discharging to the wetlands. Existing roadside ditches near the begin and end project limits transition to overland flow towards the wetlands before reaching the bridge opening. The Proposed condition will match the existing drainage patters as closely as possible. Stormwater runoff from the proposed bridge and approach slabs will be collected by traffic bearing grated inlets where they will discharge to rip rap pads and flow overland towards the wetlands. The Temporary Detour alignment will require temporary fill within the wetland with matting provided underneath. Waterbody Information Surface Water Body (1): Jacks Swamp NCDWR Stream Index No.: 25-4-2-3 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? iYes Deck Drains Discharge Over Buffer? INo Dissipator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body? INo (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) 00 O I V c 0 i_ E c 0 O Z O I 0] c 0 c m, I o O� O Ll' x Oxl N6. ON N� O' O aN I �• ISO See Sheet 9A For Index of Sheets I b 1 1 1 SWAMP i� PROJECT LOCATION I 3 I 1 1 - 1 /P thaul �ti a ch VICINITY MAP -� DEAD END BEGIN TIP PROJECT BR-0118 —L— STA.10+35.00 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS NORTHAMPTON COUNTY LOCATION. BRIDGE 650093 ON SR 1203 (JACK SWAMP RD) OVER JACK'S SWAMP TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE -----------------\ -- -4 SR 7203 (JACK SWAMP RD) TE- TEMPORARY DETOUR iEGIN BRIDGE ) ND 1$RIDGE -LL- STlV13+ .24 �/ 4- STA. 14+28 / J i J L �EXD TIP PROJECT BR-0118 .49� —L- STA.19 + 65.61 STAT6 SiATB PROIBCT RBPBBBNCB NQ SI�B'C NO. 'ttl'PAL SHBBTS Novo BR-0118 STATe PROI.N0. .APR0.I.N0. De6CRDY1'fON 48827.1.1 WA PE 48827.2.1 WA RWW, UTILITIES 48827.3.1 2020001 CONSTRUCTION YW ETlla!]llal D STREAM IMPACTS 3/31/2020 PERMIT DRAWING SHEET 1 OF 18 NAc NO 20i\ 0 pD GRAPHIC SCALES DESIGN DATA PROJECT LENGTH r1c FIRM LICENSE No: C-1506 HYDRAULICS ENGINEER,`ti �ARo`,� ,J 301 Fayettville St., KCA Suite 1500 ,; �� :�oFESSioN99 50 0 50 100 ADT 2020 = 50 LENGTH ROADWAY TIP PROJECT BR-0118 = 0.162 MILES KISINGER CAMPO Raleigh, NC 27601 ; ` SEAL®RT� ADT 2040 = 50 & ASSOCIATES (919)882-7839 049338 ® V = 30 MPH LENGTH STRUCTURES TIP PROJECT BR-0118 = 0.014 MILES 2078 STANDARD SPECIFICATIONS %FPVCINEFP' PLANS 50 25 0 50 100 T 6 % * *TTST 3% + DUAL 3% TOTAL LENGTH TIP PROJECT BR-0118 = 0.176 MILES JOHN P. MAZERES, PE P.E��i� SIGNATURE: ,,� ROADWAY DESIGN A PROJECT ENGINEER LOCAL P2�P: ENGINEER SEAL PROFILE (HORIZONTAL) 10 5 0 10 20 FUNC CLASS = RURAL ANDREA B. JENSEN, El 043935 ? ®P SUB —REGIONAL TIER NCDOT CONTACT. DAVID STUTTS, PE SMU PROJECT MANAGER -, ✓8,"c-1,.1, ,�ipJ'V P••:"�'cc -- PROJECT DESIGN ENGINEER PROFILE (VERTICAL) r.E. SIGNATURE: Qo"icori A1919non mC �r r oFE oNa �X] OAF pNd Nr` aNi ��1 I 1 Iliil PROJECT REFERENCE NO. SHEET NO. F DENOTES FILL IN I I j I I I 1' `I I BR-0118 4 WETLAND i s 11 i IWJ SHEET NO. DENOTES EXCAVATION ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER IN WETLAND '� ICI III li,ll I DENOTES TEMPORARY _ '�. i 1 I I , I �� N CARO p� H CA � �� •, !/�i� t !r� ?;:OFFS$%p'+9's ?.:OFFS$%p'••-✓'� IMPACTS IN SURFACE WATER � a �A I I I I I I �. �� •: �9': _ �- / - I� I �' 6 ear jy� SEAL SEAL `. DENOTES IMPACTS IN SURFACE WATER �y , Jl ,;" �/ i/qv li ', I S, 043935 049338 DENOTES MECHANIZED CLEARING \` _ 1� i III /',,I' / n ,' I % / i \ �/ i I �'„/ �/ a- s / 1%�`••,'I'G I � , EEO'•• �'�..•Pi "'t;('.... E:?'• PN,�``,` , �_ •.........•. , - N 41u1UP�, ��]quruuO�T� �l I `�VE*0WS 3 LLC,' ' `,/ I I NA 2 \ ' , DOCUMENT NOT CONSIDERED FINAL DENOTES HAND J1 ® N1 CLEARING IN WETLANDS G � , - /Y DB 1030 PG'` GI,/ `�" I' &` AD g3 \ / !? N \ `� II / ; 6 F 1 UNLESS ALL SIGNATURES COMPLETED ( � � � � � I -- \ I I', I PEEPA9E0 IN/^ NG FI9M LICENSE Xe: C-160fi E OFFICE 9F. R(v 301 Fayett --- bt., Ra N NC 02]601 Y �' I •Y \ 9 1 I I K�ISINGER CAMEO gh ASSOCIATES (919)882-]839 rl SITELr V I �/ 2 I i i I , , PERMIT DRAWING ,+?I I I l I I r 111 , /rq''-----__ ' __• _" __ vs.. —_ II' 1 I SHEET 2 OF 18 y:w0p05 E DEAD END'T� r,lAcl; sw A MP '_- - - _',"-- e --- - - - - ---_ _ _ -- i(• - _ - S 74'I2'20rr£'' _ --y,-= ________ _____ _ ___ _ _ _______ ___ _�______ ______c ___ ____-__ _ � S F6'4sR46.B'E I ' F — 1 I " _--__6Y -- F C F F �C a �- F L /`F1 POE1571 1 'i ill E E "A" HOWELL FAMILY UUC 9 DO Ia HEIRS V o ELLA AY NORWOOD TA i� 13+37 RT ' NO REF g' -L- ��11,, ?y/ II VIO = 0.4 fps I • &� STA = 14+47 -L- RT NOTE: CROSS SLOPES AT PROJECT TIE-INS ARE APPROXIMATE. Q70 = 0.2 cfs CONTRACTOR TO ENSURE APPROPRIATE CROSS SLOPE TRANSITIONS TO EXISTING CONDITION VIO = 0.8 S fp ill I BMl°l0 —L— SR 1203 (OVER JACK'S SWAMP) - -L— STA17+43.37.29.2' LT — — — — — EL = 98.40 — — — R/R SPIKE 24 PINE --- --- -- ------- -- -- ------- -- --- --- PI — 18+25.00 BEGIN MILL RESURFACE P/ = 13+80.00 EL = 100.77' VC -L- S A. 0+ 3 5.0 — PI = //+70.00 — — — PI = 195. 0 - - -- _ EL = 94.47' --- EL = 98J5' VC = l70 EL = 95.03' ' VC - l70 59 DS 40 MPH v 110 VC = 250' K = 56 K = 4/14 - --�#zAOrfr4floo- K = 39 DS > 30 MPH - _ DS � 40 MPH DS > 30 MPH - - ion AL I PROFq�4�RADE-, - - - - (+)1.75 • - -Jl. 000 - - •' / R -- — _-- __ 7—)1.3000`. _ -I--_---- - Z ---1J 00% --- ---- --- -- / -JI --- --- — --- --- -- ------- -- --- --- (+) --_— — --- _ -- - .750 - ROPO ED DE IGN PR POSED DESIG BEGIN DITCH RT P DITCH RT ND D A J CH R I .4 L_- A' p� ND M EXISTING GRO N EL£V= 95 ' L E Ev ` CLAS II RIP RAP ENC -L S 1 +5 - - S A. 4+ 8,4 BRIDGE HYDRAULIC DATA 9+ pL- - - - - - . .24 - _ _ _ _ _ BSERV N OS- D WS 8-19 L = 9 .4'_ _ DESIGN DISCHARGE = 700 CFS DESIGN FREQUENCY 25 YRSDESIGN HW ELEVATION 94.4 FT BE _ S EL IN DI CH LTSTA 80 - - - J8 V= 967 -L- CLASS [RIP R P BASE DISCHARGE = 1252 CFS IY _ BASE FREQUENCY = /00 YRS I I -- I I -- I I 1400 lELEVATION = FT BASE OVERTOPPING I PING DISCHARGE _ 1400 CFS I I I I I I I I I I I I I I I. - OVERTOPPING FREQUENCY = 100+ YRS OVERTOPPING ELEVATION = 95.9 FT70 FOR STRUCTURE PLANS, SEE S—ITHRU 3 S-1AO I — Tz I — — — I — 10 11 12 13 14 15 16 17 18 19 20 Qo"icori A1919non mC �r r oFE oNa �X] o�F no r pNd Nr` aNi nor PROJECT REFERENCE NO. SHEET NO. DENOTES FILL IN BR-0118 4 WETLAND RAN SHEET NO. DEN E TION ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INWETLAND ® �o"HtCARO �' .`ttN CARp'� M AOCTS IN S RFARY CE WATER _� �C�2��`EESS DENOTES DENOTES IMPACTS IN�1 /s�� '•��oSEAL�iE. SEAL S; 043935 S; 049338 SURFACE WATER DENOTES MECHANIZED ay �, _ _ \`\ \ \ \ \ F_ MEP?'• • F ', Fr.ul ,, Nn -EQ`:a,�. CLEARING `' J �c 2011 \� \ I I u,,` I ®DENOTES HAND / J1 Al MEADOWS 3 LLC I // g3 NA \ I DOCUMENT NOT CONSIDERED FINAL CLEARING IN WETLANDS L DB 1030 PG 661 `\ NAD \/ UNLESS ALL SIGNATURES COMPLETED P9EPANDCINOF. •�A� NC 301p FayettNev1118 E eFFl E KC♦ St., 506 CCC]]] 1 - Suite gISINGER CAMPO Ra gh, 1500 INC 27601 Y / ASSOCIATES (919)582-]839 SITE l Lr SITE 2Lr PERMIT DRAWING iv SHEET 3 OF 18 — J *000S -Wo E E III E%ISi R/W Wl ENANC� fw•iFYifa - - - -' IT---- -� DEAD END s 74/r2orE'I __ __ __ ____ SR 203 !JACK SWAMP• 5'GR - � ___ _______ _R: __---- _ _ ___________ - - - - - ________ _ �T(- - (C1PS I�ON) 93 2 - --- EXIST R/W - .o —; — —T— — 1 s'sa - F F--- _-- �j E• E F C F F E L - - - POE E E C_ ----- C - E C E �k Vv_ Woo05 1 HOWELL FAMILY LUC �v �k_ :v 3� I __DB 991 ELLA HEIRS Y NO RORWOOD i� 3 -L- RT � y CdLE 10 0.1 � 1 V1O = 0.4 fps STA = 4+47 -L- RT NOTE: CROSS SLOPES AT PROJECT TIE-INS ARE APPROXIMATE. 0.2 cf Q70 = .2 s CONTRACTOR TO ENSURE APPROPRIATE CROSS SLOPE TRANSITIONS TO EXISTING CONDITION V1O = 0.8 fps BM1°10 N 1009592 E 2428708 -L- SR 1203 (OVER JACK'S SWAMP) - - - - - - - -L- STA17+43.37.29.2' LT - - - - - EL = 98.40 - - R/R SPIKE 24 PINE I a --- --- -- ------- -- -- --- ---- -- --- --- Pl - 18+25.00 BEGIN MILL RESURFACE FtFGI P/ = 13+80.00 EL = 100.7T KC= -L- S A. 0+ 3 5.0 - PI = //+70.00 - - - PI = 195. 0 - - -- EL = 94.47' --- EL = 98J5' VC = /70 EL ' VC - l70 59 DS > 40 MPH110 v 110 VC = 250' K = 56 K = 4/14 - - K = 39 DS > 30 MPH - - DS > 40 MPH DS > 30 MPH - - - D 800 % (+ 0.76 7%100 PR - - - - _ (+)1:7� • - -Jl. 000 - - �� —-- 7-J1.3000`. (+1 - Z ---1J 00% --- --- -- --- --- - --- --- -- ------- -- --- --- -- ------- �� (+) _ --_- - --- _ -- - .750 ROPO ED DE IGN PR POSED DESIG BEGIN D H RT P DITCH RT ND D A I cH R / .4 L_- A' p� ND rvl EXISTING GRID N EL£V= 95 ' L E EV + 00 -L- ` CLAS II RIP RAP .4' ENC - - -L S 1 +5 - - S A. 4+ p 1 O " BRIDGE HYDRAULIC DATA �9+ # go - - - - - . .24 - 4T�l_ _ _ BSERV N OS- D WS 8-19 L = 9 .4'_ _ DESIGN DISCHARGE DESIGN HW ELEVATION = 700 CFS 94.4 FT BE _ S EL IN DI CH LT ff - - - - J8 V= 96 -L- CLASS [RIP R P BASE DISCHARGE = 1252 CFS _ - _ IRAIY _ BASE FREQUENCY = l00 YRS 1 - - - 1 BASE lNY ELEVATION OVERTOPPING DISCHARGE = 95.4 FT = 1400 CFS 1 1 1 I. 1 1 - 1 1 OVERTOPPING FREQUENCY = 100+ YRS 1 - - - - - OVERTOPPING ELEVATION = 95.9 FT 70 FOR STRUCTURE PLANS.SEE S-ITHRU S-13 - - - - - I - 10 11 12 13 14 15 16 17 18 19 20 Qo"icori A1919non DENOTES FILL IN WETLAND PROJECT REFERENCE NO. SHEET NO. BR-04— SHEET RNJ SHEET NO. DENOTES EXCAVATION IN WETLAND SITE / 2 ENLARGEMENT ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DENOTES IMPACTS IN SURFACE WATER J, F.. ; I 1 �IgE1LdMIN RY PLANS uo Nor vsa PoL CONSTRUCITON • DENOTES MECHANIZED • < < + CLEARING i' 11t I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PREPARED IN NC FIRM LICENSE No: 1-1506 DENOTES HAND CLEARING IN WETLANDS �� 1 / \ 1 6 1 '' ; E OFFICE OF. 301 13' ttev1110 bt., KC sgl:e 1600 KKISINGER CAMPO Ra(,igM1, NC 27601 ASSOCIATES 91g)989-]839 _. /' --------- 11 PERMIT DRAWING SHEET 6 OF 18 ----------------- ------ -- ----- '� _____---------------�� --- - - - --- - -- - - - -- ---------- ------- ----- _ -- - -- ----------- ----------- ---------- --------- -------------------- - - - ------- - - -- - - -- ��----------- ------ -- 7--- _- 2===---- — - ----------------------- -- --------------------------- --------------------- —------- ------ _- -------------- ------ -_---- ----- ' 1.- 1 9� PDEco F - -C---------j I ao� , I I , ��,� y - SCALEo 1 II I I I I Qo"icori A1919non DENOTES FILL IN WETLAND PROJECT REFERENCE NO. SHEET NO. BR-04— SHEET RNJ SHEET NO. DENOTES EXCAVATION IN WETLAND SITE / 2 ENLARGEMENT ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DENOTES IMPACTS IN SURFACE WATER f" � / �IgE1LdMIN d8Y PLANS uo Nor vsa Po CONSTRVCTION • DENOTES MECHANIZED CLEARING �/ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED AND 506 391 FByettev1110 b-1 PEEPA9Eg IN KCA NG F. LICENSE Xo: ... DENOTES HAND CLEARING IN WETLANDS E E R(v lg)B 1600 KKISINGER CAMPO 9810igM1, NG ]]691 ASSOOIA ES (91s)9b2-]839 \,`/ PERMIT DRAWING / SHEET 7 OF 18 OF PDEK D� -� _ _ ------------ 4H ---------------------------------- --- - -------- - - - -- - -- - ----------------------------------- ----------S� 2'-,51,�"----------- - --------------------------------------------------------------------------------------- E F F F m PDE E SCALEo / 20 Qo"icori A1019non lil PROJECT REFERENCE NO. SHEET NO. TEMPORARY DETOUR �f � I; GEIN III :650093 BR-0118 5 R,W SHEET NO. I III 11 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER i/ ,,Wp1OPq.... 1""ICPFFr4. CARO/��i. �qN CARO/�p� I� I , i ,OQZN �OYE /py:'9 �. @OYE oy'•. 1 I bl I •: .; a SEAL 9!'I . a SEAL 9!'. 1 'i 11 I - - 043935 049338 F01NE Q':'�,J f01NE Q:• DENOTES TEMPORARY i/ / `,\ FILL IN WETLAND �/ 1 s.,l \ NG GRID �' j i 11 , lg...... rNluuuLlo` ®DENOTES HAND CLEARING IN WETLANDS i� -�. ._�___ ./ fl „v i �`,� �& I ZO\\ $3 NQ \ / ' I ' II 1 DOCUMENT NOT CONSIDERED FINAL 1,i/per i L 11 NpD \/ --•y,' I II "1� I, ' UNLESS ALL SIGNATURES COMPLETED PREPAEEO IN ^ NC FIRM LICENSE No: C-1506 E OFFICE OF. K( A 301 ........I. St.. v N 1 027601 X \ ^ \ \ T 1 I K�ISINGER CAMPO E113"i ASSOCIATES (919)B82-r839 y i I PERMIT DRAWING 50.5' va 42a -- %�8 sli SHEET 8 OF 18 BLAy1 T.[lANS.- - „51 IIII _ JN«0, \"• �C _ _ / `\. S,RLW\I hl 'ENANC - - - - ---- '-� _ - — -- _ __ a — — _ -- __� _ ' _ E ANCE \I \ - _ � -_ -- DEAD END -_ 2(�,I(J--�________—_ __ w ---------- ------------------ w--- __- --- _-_ AT=\ a _________________________ ____ "'-��r-'� � _ ' _ - ----- ----- _ --_ _ _____ _________� _� I I 4 - (GPS MON) 65009_ 2 ERI & 5 � � �T-93.58' �I' i r ✓' II 0 —_ - r IIH - - --�__--EkIST �tTAr6V ENAryCE / ___ — l __ / TA -PR ,II\\IIII p I �" T TI S L\� 1 �\ \I 1 1 I 1 1 .Y `\ '1/l /�� IIIIII1,11'1111 ; \\�\ Ac •;1 '11','1111111111\\'��, ` `\ \ \\ \`\`, �I'Clc SITE 4 1 - w000$ 3 SITE 3 �\, I\ V p _ 1\ -TL- ONSITE DETOUR (OVER JACK'S SWAMP) ---------------- ------------ PI = 14+00.00 PI = 11+75.00 Pl = 16+UU.UU EL = 94.44' VC = 150' END - - - - 110 N EL = 9424' VC = 270' VC = 90' K = 32 S ) 35 MPH - L- TA.17+ E 9.2 7TA.10+35.00 DS > 30 MPH E - - E I E K = 36 DS � 25 MPH I� - L- TA. 13 68.59 � -T - S 8.5 -100 - -- -- --- ---- -L' -- -- --- - — �l TI3a 0% --- ---� F)1 F— ) - . pf}, --- --- -H.420 ' —( )` -- _ — go- - - - I YR SEL= 4.0' - XIS ING ROU wSEL = 90. ' I s - 80 70 I I I I I I I - I I I I I I I - I I I - I I - I - I I I I 70 I I I I 4+4 10 11 12 13 14 15 16 17 Qo"icori A1019non PROJECT REFERENCE NO. SHEET NO. TEMPORARY DETOUR I I IIBR-oll I�GE N 650093 5 RNJ SHEET NO. _— ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER p.Pnp. ttpnPPPPq tCAROjCARp..oN o�...... Ny�9 �i , 24�oYSEAL 24�oYSEAL N9`9 � � � � � / � � � � - 043935 049338 ��q;'•.�INjEM,.,�,;��r`d�``�' ��'.�� INE,:'�Q .`�J DENOTES TEMPORARY FILL IN WETLAND / I GR{o ®DENOTES HAND / CLEARING IN WETLANDS / �l I N� g3 NQ 2 \ \ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1/ Y `\, \ III P9EPA9EOCINOF. NO3. FayettRev113a bt1,506 E eFFl E KC \ Suite 1500 K�ISINGER CAMPO MalaigM1, NC 27601 (919)9b2-7839 Y Y v ASSOCIATES 3 �\ i \ ION *x as.nm PERMIT DRAWING so.s' 9c I E�E� E 242ajma -Wo { SHEET 9 OF 18 7 R � - J Woods gMlm m95a2 pZNE 1 \ \ 24 I 1 \ � 0' SE TRANS. -y P/ INc=20' R EXIST R/W ' MAI ENANCI -------- - .. I — 5 74/ P .. .. - Hw .. DEAD END -- ^' o �---- .. .. .. .- -. .. -_ -N o ------------------------ `-�/ 14111 - 650093-2 (GPS MON) BRIDGE �T=9A.56' — — o 0 0 o n — I �r qGR —ExlST R/W.. .- . .- ——=---- — — —�� —------�---- _E_%IS_T w % R/W 9Y ENANCE w _ _ 36.5' _ r TAPER s Vv SITE 4 Wood ITE 3 :v I �II -TL- ONSITE DETOUR (OVER JACK'S SWAMP) 11111111H #1 #± - -------- I Ll ---------------- Pl = 14+00.00 VC = 90' PI = is+0000 TL ST .10 35 00 PI = 11+75.0o 110 N EL = 9424' VC = 270 K = 32 S) 35 MPH - EL = 94.44' VC = 150' K = 36 END - L- 3WDEaq TA.17+ 9.2 --- t E - DS > 30 MP H - E DS 25 MPH - L- TA. 13 -T - S A. 4+ 8.5 68.59 -� - -- -- ------- -�' -- -- --- - - --- — l Fl OL - I -- — — --- - — — — — - 90 - - - - - - � �I I YR SEL= 4.0' —- - — - - - - -=XlSl ING ROU wSEL = 90. ' I s - 4+1 - - jjjl - - I- WR - - I Ao 10 11 12 13 14 15 16 17 cD 0 2.5 5 PROD. REFERENCE NO. SHEET BR-0118 X-10 NO. 5 7C 654� 60 55 50 IT A5 35 30 25 20 15 13 slff3 fl�l 5 20 25 0 35 40 45 50 1 55 60 65 70 5 -- PERMIT D RAW I N G -- --- - ---- -------- - 14- SHEETO F 18 IF - - --- --- - -� - -- -- -- 44 JhLH Aft I ---- -- -- -- — w o - X Lu a Ec #10. 25 0. C a _ — — _ tt w / ---- — 9595 / TFIT - - - - - - N c OMill W M tiLL ------- - -- ------- O --- --- ------- d O If�\I -- -- -- — L LLj 41 O' In C O 25 - -- — - - - U i O -- - - --- --- ------- - ----- --- - -- LL m 94 40 a 3 + 0.00 - - - CM �r OMU OXY X pNQ N� m %y mc� [ 5 50 5 30 25 20 1 l 1 1 20 2 0 35 0 5 0 5 0 5 0 PROL REFERENCE NO. SHEET NO. BR-0118 X-11 5 7C 654� 60 55 50 IT 15 35 30 25 20 1 �13 slff 0I 13 fl�l 5 20 25 TF 0 35 40 45 50 1 55 60 65 70 75 - - - - - - - - PERMIT D RAW I N G --- -- - ------- - --- --- --- ---- - - -- SHEET 15 OF 18 z Q � W - �5' 0.08 — --- ---- 0. 25 — — 0.0 ---- 5 OS — — -- --- - - --- --- ------- --- _ -- -- --- --- --- --- ----- - --- ---(35 -- -- --- ---- - ------ - \� ---- ui --- ---- — — — — -- — 95 - 63 ---� ---- - -- - - - - .00 ttHill a cI } O 0 co m ----- --- --- --- -- - - -- ------- 9 9 c O i- - - - _ — W H G' d U O --- --- - ------- -- -- ------- --- --- c- 0. 25 0 025 _ M Q'c- IIIIIIi- XI c- C O a - - - - - - - - - - _ L W --- -- --- - -- --- O] L - - - 87 00 - CM 'r O(nU OXY X pNQ N� %y mo - 5 - _ 50 - _ 5 - _ 30 - - - - - 25 - 20 - - - 1 l 1 1 20 25 - 0 35 0 5 0 5 0 5 cD N — 0 2.5 5 PROD. REFERENCE NO. �TT BR-0118 SHEET NO. X-3 54 5 0 5 50 5 5 30 25 20 1 1 1 tl 20 25 0 35 40 5 50 55 60 65 70 - - PERMIT D RAW I N G --- --- -- --- --- -- --- --- --- ------- -- ---- --- SHEET 16 OF 18 - - - - - - - -tH- B - - 7## #Td- i r E 44-� 44 TIL --- - ----------- -- ---------- -7111 - - - - o LL -- - ------- - --- --- ITFR �, J w o In -- -- LJ Inn - L - - U 0. 25 --F#:FF - — - - - -LLJ- - - - a o— — — — — — — — — — — — — — —.— - -- ------- --- --- --- ---- — -- — m m — — — — — — 9 GEO 0� i�a EXTILE G — — — — — ° — — 13 + on — — — — — — — — — — — — — E O C W H LU G d 1 Q 9 W Cl) O ton c n O 0 R — — - OS 0. 25 i O B — LU O]2-2 - -- IFF� — - - 91 GEO 93 MATTING EXTIL - — ———— — — — O]M �r O nU OXY X ONQ ^ %y mc� [ 5 50 5 30 - 25 20 1 - l L�m 1 1 20 25 — 0 35 0 5 - 0 5 0 - 5 0 cD 0 2.5 5 PROD. REFERENCE NO. BR-0118 SHEET NO. X-5 54 5 0 5 50 5 5 30 25 20 1 1 1 tl 20 25 0 35 40 5 50 55 60 65 70 5 - - PERMIT D RAW I N G --- --- --- - --------- SHEET 17 OF 18 --- -- - ------- - JMI ttj a z r- LU o � WH LLJ U-) c (::�4 --1 -- --- -- --- --- --- --- - --- --- ------- - W --- � --- ---- Q ( - --- --- -- -- -- ------- - — -- - - ------- --- - 2 - - - - - - — - - - - \ \ Lu a - - - - 30.8' - E GE_ 8//2�� MATTING TEXTI E _ 091 ro m m y - - - — - — - - —_ - - - 4 Y- _ - _ - — - - - — - - - - - - - - - —_ N E O C W H _ Ai - - —_ _ —_ —_ —_ —_ _ —_ —_ U 9 ti O O too - -Q- 0.(25 - IoRc - - - a E R -_ L i O - - 91,53 77 - O] L CM �r , (Xuhit Y X NNQ ;c___ o^ l L 4- 1 1 20 25 - 0 35 0 -- 5 0 5 0 6 70 N 5 50 5 30 25 20 1 %y mc� [ evise WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 11+47 L / 13+45.4 L Roadway Crossing 0.03 0.02 < 0.01 1 13+45.4 L / 13+85 L Proposed Bridge < 0.01 0.01 < 0.01 < 0.01 53 2 14+00 L / 14+39.4 L Proposed Bridge < 0.01 < 0.01 < 0.01 2 14+00 L / 14+70 L Bank Stabilization < 0.01 125 2 14+39.4 L / 16+54 L Roadway Crossing 0.03 < 0.01 3 11+70 TL / 13+77 TL Temp. Detour Crossing 0.09 0.02 4 14+21 TL / 16+52 TL Temp. Detour Crossing 0.11 0.03 TOTALS*: 0.07 0.19 0.02 0.03 1 0.05 < 0.01 1 < 0.01 1 125 53 1 0 *Rounded totals are sum of actual impacts NOTES: Permanent SW impacts: 375 sq.ft Temp. SW impacts: 166 sq.ft There will be <0.01 ac of Temporary Fill in Hand Clearing Areas for Erosion Control Measures Revised 2018 Feb