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HomeMy WebLinkAbout20191460 Ver 2_401 Application_20200917 SlAlf NO r- a STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.ERIC BOYETTE GOVERNOR SECRETARY September 17,2020 U.S.Army Corps of Engineers Wilmington Regulatory Field Office 69 Darlington Avenue Wilmington,NC 28403 Attn: Mr. Brad Shaver NCDOT Coordinator Subject: NWP 3 PCN for Bridge No. 178 on SR 1804 over Sevenmile Swamp in Sampson County. USACOE Action Id.No. SAW-2018-02243, TIP BR-0121,WBS Element 67121.1.1 Dear Mr. Shaver: The North Carolina Department of Transportation(NCDOT) is preparing to replace the subject bridge. It was anticipated that this project could be performed with authorization under NWP 3 with no written authorization required, and you confirmed the applicability of NWP 3 for this project on October 28, 2019. However,due to the recent listing of wood stork in Sampson County by the U.S.Fish and Wildlife Service,and uncertainty over the bird's distribution in this county,the effect call by USFWS now requires us to obtain written approval. The following information is supplied to meet the requirements of the NWP 3 notification. Project description (Item 4) The purpose of this project is to replace Sampson County Bridge No. 178 on SR 1804 over Sevenmile Swamp. Bridge No. 17 is 91 feet long. The replacement structure will be a bridge approximately 105 feet long providing a minimum 30-foot 10 inch clear deck width. The bridge will include two 10-foot lanes and 5-foot 5 inch offsets. The existing bridge is being replaced due to its age and deteriorated condition. Traffic will be detoured offsite during construction. The project's potential impacts were evaluated in a Categorical Exclusion Action Form completed in July 2019. The current plans show less than 0.01 acre of permanent wetland impacts and less than 0.01 acre of surface water impacts. A copy of the project permit drawings is attached. Delineation(Item 5) The project was delineated in October 2018 during preparation of a Natural Resources Technical Report completed in May 2019. You reviewed the wetland limits during a site visit on May 8,2019 with Mason Herndon and Joanne Steenhuis, issuing a PJD on May 22, 2019. Mitigation (Item 6) Impacts for the project are minimal, compensatory mitigation is not proposed. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-707-6000 LOCATION: ENVIRONMENTAL ANALYSIS UNIT FAX: 919-212-5785 CENTURY CENTER,BUILDING A 1598 MAIL SERVICE CENTER 1000 BIRCH RIDGE DRIVE RALEIGH NC 27699-1598 WEBSITE:NCDOT.GOV RALEIGH NC,27610-4328 Protected Species(Item 7) Preparation of the CE document in 2019 addressed potential impacts on Federally protected species. However, the wood stork was added to the list for Sampson County earlier this year. Coordination with the USFWS indicates that the project May Affect, but is Not Likely to Adversely Affect the wood stork. Email correspondence is attached. Historic Properties (Item 8) Preparation of the CE document in 2019 addressed potential impacts on historic properties, with no adverse impacts anticipated. Items 9 and 10 on the PCN list,Wild and Scenic Rivers and Corps civil works projects,are not applicable to this project. REGULATORY APPROVALS Section 404: NCDOT requests written approval for NWP 3 as required for the above described activities. Section 401: Written approval for these activities is not required from the N.C. Division of Water Resources. A copy of the permit application and its distribution list will be posted at https://xfer.services.ncdot.gov/pdea/PermApps/. We appreciate your assistance to meet the project letting scheduled for November 17, 2020. If you have any questions or need additional information, please contact Gordon Cashin at gcashin@ncdot.gov or 919-707-6107. Sincerely, ,-DocuSigned by: 1-1464 C. R:.vu•1‘44 III '-AAAD1248B309416... for Philip S. Harris, III,P.E., C.P.M. Environment Analysis Unit Head From: Jordan,Gary To: Cashin,Gordon E Cc: Rivenbark,Chris;Wilson,Travis W. Subject: Re: [EXTERNAL]Wood stork issues,BR-0121 and BR-0122 Date: Wednesday,September 16,2020 8:19:10 AM Ex11110111.1111111111111111111.1111111101111rs unless you verify.Send all suspicious email as an attachment to report.spam(@nc.gov Gordon, The breeding season for wood storks begins about April 15. We have limited evidence of breeding in Sampson County. Overall, the species is exceptionally rare in Sampson County, especially so from about November to early April. Given these facts, and given that the two projects would either be completed or well underway prior to the breeding season, I would have no problem providing concurrence with a May Affect,Not Likely to Adversely Affect conclusion. I would provide that concurrence without a survey. However, if either of the projects got delayed and the let got moved to during the breeding season, a survey may be needed for concurrence. I recommend you go ahead and send me an official request for concurrence with that conclusion. Please provide the rationale for the conclusion with your request. Gary Jordan Fish and Wildlife Biologist, Liaison to NCDOT U.S. Fish and Wildlife Service P.O. Box 33726 Raleigh, NC 27636-3726 Phone: 919-856-4520 x.32 Email: garyjordan@fws.gov From: Cashin, Gordon E <gcashin@ncdot.gov> Sent:Tuesday, September 15, 2020 3:59 PM To:Jordan, Gary<garyjordan@fws.gov> Cc: Rivenbark, Chris<crivenbark@ncdot.gov> Subject: [EXTERNAL] Wood stork issues, BR-0121 and BR-0122 This email has been received from outside of DOI- Use caution before clicking on links, opening attachments, or responding. Gary, These two projects are located in Sampson County, where the stork has been added. Looking at the NRTR's, both sites appear to have potential foraging habitat available, at least to me and my limited knowledge off storks. BR-0121 is located next to a vegetated pond, and BR-0122 next to a freshwater marsh wetland with a pond in the study area. GIS didn't reveal any records of stork anywhere nearby. Even had we visited during the survey window, our odds of seeing one would be remote, but it wouldn't stop one of the big white birds from dropping in ten minutes after we left. So it remains a bit of a mystery how best to address the stork. It looks like it should be May Affect- Not Likely to Adversely Affect to me, but perhaps not. Are wood storks nesting in NC now? I know they have been basing summertime operations down around Sunset Beach for some time. BR-0121 is scheduled for letting in November, and we had covered it with a non-written NWP 3, under the assumption we had No Effect on all the species covered by the NRTR. So we will have to hustle to get it covered by a written NWP without delaying the let. BR-0122 doesn't let until January so we have more time to redo the permits. I have attached the 2 project NRTRs so you can see the maps and the habitat descriptions. Perhaps we can talk about this Thursday? I will be in the Beaufort County tomorrow looking for T&E plants. Gordon Cashin (919) 749-0442 Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties. f Iif7wF1V North Carolina Department of Transportation SI()ii i\,v.itrr Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.01;Released December 2014) FOR NCDOT PROJECTS WBS Element: 67121.1.1 TIP No.: BR-0121 County(ies): Sampson Page 1 of 1 General Project Information WBS Element: 67121.1.1 TIP Number: BR-0121 Project Type: Bridge Replacement Date: 8/5/2019 NCDOT Contact: Mason Herndon Contractor/Designer: Wetherill Engineering,Inc./Jerry Lindsay Address: Highway Division 3 Address: 1223 Jones Franklin Rd. 5501 Barbados Blvd. Castle Hayne,NC 28429 Raleigh,NC 27606 Phone: 910-341-2036 Phone: 919-851-8077 Email:tmherndon@ncdot.gov Email: JLindsey@wetherilleng.com City/Town: N/A County(ies): Sampson River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length(lin.miles or feet): 0.10 Surrounding Land Use: Rural,wooded,swampy Proposed Project Existing Site Project Built-Upon Area(ac.) 0.3 ac. 0.2 ac. Typical Cross Section Description: The proposed road will be two 10'lanes with paved shoulders,variable up to 6.5'with 4:1 Existing road consists of two 9'lanes with grass shoulders. slopes. Annual Avg Daily Traffic(veh/hr/day): Design/Future: Year: Existing: 150 Year: 2019 General Project Narrative: Existing drainage will be maintained. There will be no deck drains on the bridge. Bridge runoff will be intercepted at the downgrade end by drainage inlets outside of any buffers (Description of Minimization of Water and wetlands and onto Rip Rap pads. Quality Impacts) Waterbody Information Surface Water Body(1): Sevenmile Swamp NCDWR Stream Index No.: 18-68-1-3 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters(Sw) Other Stream Classification: None Impairments: None Threatened/Endangered Species? Comments: NRTR Stream ID: 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) r I IGet 1-A For Index of Sheets STATE n STATE STATE PROJECT REFERENCE NO. 61 ]1 ATE OF NORTH CA li OLIN� SHEET TOTAL See S o SHEETS ce See Sheet 1-B For Conventional Symbols N.C. BR-0121 i m See Sheet 1 C-1 TO 1 C-2 For Survey Control Sheets DIVISION OF HIGHWAYS SSATB PROI.N0. P.A.PROl.N0. D63CRIPTION 67121.1.1 PE Sy// I 1378 1522 1521 111 SAMPSON COUNTY 1521 O/ II p d{ f 1373 )) �" i� 1520 k 1521 d 4) ° �' °'�451 �''�1 LOCATION: BRIDGE NO. 810178 OVER SEVENMILE SWAMP ® / 1223 Jones Raleigh,N.C.Franklin27606 N /- _I vital, LiceNo.F-0377 8077 1 - ON SR 1804 (HOUSES MILL RD. ` / o ENGINEERING ` "�� J $ ) Fax: 919 851 8107 O /- 0 ( TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN I ) ,/ TYPE OF WORK: GRADING,DRAINAGE,PAVING & STRUCTURE CIVIL/SITE DESIGN - G/S/GPS - CONSTRUCTION OBSERVATION / 5'T\ 139 10 1509 M BRIDGE #810178 ' 41 1373 �,_- WETLAND AND SURFACE WATER IMPACTS PERMIT 1372 / 1376 1510 �� \ • • PERMIT DRAWING 1509 15081561 1375 / Co) I Pop 537136167 15°$°961�- SHEET 1 OF 5 kmT, 1 1883 / took. NAD 83/ `" / 4 SITE I NA 2011 BEGIN BRIDGE END BRIDGE -L-STA.14+93.50 >/ -L-STA.15+98.50 I L- ✓ W SR 1804 (HOUSES MILL RD. ( SR 1846 (SEVEN MILE CHURCH RD.) SR 1845 (ROSIN HILL RD.) Y ___ --=.- C / O, ± BEGIN NCDOT PROJECT BR-0121 END NCDOT 1i —L—POT STA.13+10.00 PROJECT BR-0121 E s111 -L-POT STA. 18+33.50 N 444P s $ C 0 C INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 0 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MODIFIED DOCUMENT NOT CONSIDERED FINAL 2 UNLESS ALL SIGNATURES COMPLETED THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. i' DESIGN DATA Prepored for: HYDRAULICS ENGINEER GRAPHIC SCALES ADT 2019 = 150 PROJECT LENGTH DIVISION OF HIGHWAYS STRUCTURES MANAGMENT UNIT 0 50 25 0 50 100 1000 BIRCH RIDGE DRIVE RALEIGH NC,27610 ®,F HORN? I 1 111_ - LENGTH ROADWAY PROJECT BR-0121 = 0.079 MILES .. �140e PLANS = 2018 STANDARD SPECIFICATIONS LENGTH STRUCTURE PROJECT BR-01210.020 MILES f r T = 6 % RIGHT OF WAY DATE: EDWARD G,WETHERILL, PE SIGNATURE: PE PROJECT ENGINEER 50 25 0 50 100 V = 55 MPH TOTAL LENGTH PROJECT BR-0121 = 0.099 MILES ROADWAY DESIGN m' I 1 111� � * (TTST =3% + APRIL 3, 2019 ENGINEER �� co 3. '_i PROFILE (HORIZONTAL) DUAL =3%) LETTING DATE: GREG S. PURVIS, PE ��� I - O 10 5 0 10 20 FUNC CLASS = NCDOT CONTACT: DAVID STUTTS, PE OCTOBER 3,2019 PROJECT DESIGN ENGINEER ®P p9pO O Y P cap) RURAL LOCAL PROJECT ENGINEER -PEF/PROGRAM MGT. ` 1 �11� Z °NPROFILE (VERTICAL) SUBREGIONAL TIER ` P.E. Z_8 a \ ./ �` J\ /\ SIGNATURE: J 0- pp BEG.APPROACH SLAB . I -. SHOULDER BERM GUTTER O L-STA.14+82.50 -L-STA.15+98.50 WO'''. / Raleigh,N.C.27606 FROM STA.14+67.81TO STA.14+81.94RT. TYPE III 5'-5" A ENGETHINEERING Liscense No.F-0377 BR-0121 4 PERMIT DRAWING 'H 5S TYPE III 5'S" 1'1" ENGINEERING \ FROM STA.14+67.81 TO STA.14+81.94 RT. � j���■' jam Bus: 919 851 8077 RAY SITE1 ®•nr'®�®•■10' Fax: 919 851 8107 DESIGN HYDRAULICS co SHEET NO. ___ SHEET2 OF 5 _ ®;_' =10 ROADWAY DES TRANSPORTATION P ANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER ..... .... CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION 5'-5" TYPE III 5'-5" 1'-1" TYPE III 5'-5. CD 100' 0' 100' O BEGIN BRIDGE END APPROACHCD •■ N\ PATRICIA W.WARREN STA.14+93.50 SLAB STA. 16+09.50 CD $KETCH SHOWING BRIDGEPAVEMENT RELATIONSHIP N GRAPHIC SCALE N N REMOVE REMNANT OF BLOCK WALL AND CONCRETE DEBRIS.CLASS II RIP RAP S 8519'12'W N 04"57'48'W N 02°26'22'E TO SHOULDER ABAONDONED 6.50' 332.5� 167 +/-ELEV.130.8 MILL HOUSE WARREN FARMING CO. WARREN FARMING CO. _ N o°°4o'4a'W N 04°43'48"= STEPS ` 30.0 I S 28.0' W ze.00 -L- POT StQ.20+98.34 � CONC ISMTLB INVERT UNABLE - SILO f- fr RUBBLE TO GOES LOCATED o -L- POT Sta.10+00.00 SILO SILO BUILDING oNc I--J VI BLDG PATRICIA W.WARREN SILO r,N SHED • \\I N CONC. PROPOSE'N CL II RIP RAP I II I y\m 0 1 CONC . OCR _ CAVAT ON O ES I / j O ® BLDG • DEBRIS +/-ISMTLB 30.8 p -t II JF-/ /j � `n i9 ISMTLB I Iln CONC ^ '/ Duke Energy Progress Iqv ARREN FARMING/CO. I- CONCN\ �� /� k CONc '�� ///dpit WOODS WOODS ` CONC r SCALE_J ��\ _ _ .J I 6'CHA LINK I -+ �� IGRAVEL~, E%ISTING R/W SOIL& _- - - __ �-' X\ 11 IN ��� GRAVEL \ II! CIA - ABA � F-' F—X— X— -pnX _ -P 1 I E%ISTING R/WZN / 0 & 1 BI 11 111 1111�g — I LI,U OSGN % TOP=133.72' ABA DON(2)F -€ nnt J -,,, \ F V=123.22,. _1__ - - .- ` GRAVEL INV DDT=1321�� 12"RCP INV�30,04' F ` "��., Mnr` F __� II �_ d Iasr::B=iF —� I�RETAIN o GRAVED P/ HTL 1 118'RCP "RCP SR 1804(HOUSES,MIL RDA r I GL R IRIP RAP I I BRIDGE°IT I! I -// �: -�R 1804!HOUSES MILL RD.) SR 1846(SEVEN CHURCH MILE RDA I&BST 1 TON 5 SY GEO NU �' H 1�7 �� °o N P43'487 I.�rN.U� it l�I __ P43'48J°W//'^' a BST -�- �\ —T— 1— 111,i -� -� �° -- - / _T— --- SR 1845!ROSIN HILL RD.) W-- .,OIL& �1 INV=123.03'/ \--. I Century Link ABANDONED WATERLINE / RAVEL -- ry�`;d�I� ' •.> - -®--- ��x .W INV 6.67 _� HW- - 1 W �-ABANDONED WATERLINE --w-- J. rr. r'11 :rn:� 1�--_- _' //�� w- 24.R� / / E%ISTING R/W \ GRAVEL r W / S" \ - ._ - -- "' WOODS 'JSOIL& EXISTING R/W o EIP Century Link /SOIL& 1 / \ CL B RIP RAP I ' �' �MLB� \ /If- RETAIN S� l `GRAVEL 6',HDPE,SAMPSON CO. STAR VISION GRAVEL / / 1 TON 5 SY EO / ��•YYY - WOODS - N / - �1B r' PUBLIC WORKS 6',HDPE, / / / �' / /� / /�� I� IF E \ If, poop WOODS o NOTE:EXCAVATION BELOW ORDINARY HW SAMPSON CO.PUBLIC UTILITIES ♦/ / /\ i / _ ,( • / •/\ D5E`1ENpMP/.. CANNOT BE AVOIDED.EXCAVATION / / \ CL II RIP '� �' CL II RIP RAP � IE / �' z REQUIRED TO INSTALL END BENT CAPS, AdA,• s.. .TO SH�OULD�g CAPS ARE THE MINIMUM 2'6"DEPTH. / / //IE IE\\ +O/-,EL V.1L .8',I., �, '� +/-ELRV.13tlS8' �- IE �a W -- GRADE CANNOT BE RAISED DUE TO F DENOTES FILL IN e Q J 1 IMPACT TO BUILDING ON WEST SIDE In //// WETLAND o ��Pa 1- AND IMPACT TO MITIGATION SITE/ w y1� IMPERVIOUS IE .p S - WETLAND ON EAST SIDE. O DENOTES IMPACTS IN '° 4 BARRIER // SURFACE WATER m IE E IE IF Foos :PE:: E WMDV IE FIT F IF E E E E E E IF IE E E n (\ o /�///i/ /lj DENOTES TEMPORARY sr I o /� IMPACTS IN SURFACE WATER I K 1E- IE IE E � \ '\ k- IE IE IE F IF N k- I w�� DENOTES HAND / I IE IE IE IE IE IF IF IE- IF IE- IE IE E IE E E IF IE IE E E m E E n z2 �/ CLEARING 0 IlIE IE IE IE IE E E IE E fF E E IE E E E E _ I STATE OF NORTH CAROLINA WARREN FARMING co. LINDA W.WHITFIELD SEE SHEETS 5 SURE ?PLAN S I 160 —■ ■■..■.■■ ■�■.■■�.■■■■■.■■. 160 I II 150 �• ■■�■■=�■=■■ =gym■�■ ■■ ■■■■■m■■� 150 MI 111111111 1•11 III — " ""— = Li CL STATION 15+46.5 L - P1= 16+78.14 P1= 17+80.0m� , -9 I 8„ ELEVATION 132.39' 01 -EL = 132.79' EL = 132J8' LULr1 - `�7—= s s -1 I 55' I 50• On ��� LCN 21'COR�D SLAG 0o VC = 105' VC = 90' 1 mmmmcgi�K�� m� 90 DEGREE SKEW e K = //7 K = 121 CC N 140 �I .,.. _ = a v 2'-6'CAPS CO co DS = 55MPH DS - 55MT'll (OTBN �i _ ' u : - CO*I REMO i XI$TING _11 I I I I ��J sR' ■ LLIh BRIDG:2h Y' -- 3 ' - m n I- (+10.3000% — (_J0.595FL o aW nW ———=occ='i 1 p 0 -'-1 o C z r+�oJ"o�% _ 130 =Ll_= grti=RWIERK Is:> / I e ■IT,_'�•' V L�■�Y\\ NG LT. 120 .rli■l .ilar��MI o■=u 1 •1/1:11M411 .U. El w=u\WMTniCr =I= NNam i mkl='i® " 1 4 - BRIDGE HYDRAULIC DATA ■9 �= •jS;ONI2/l/20.C ... DESIGN DISCHARGE = 1400 CFS 5 110_ III GRADE — ■ E � I DESIGN FREQUENCY = 25 YRS 110 DESIGN HW ELEVATION = 1298 FT POI Nomm - iseimmsom mu i BASE DISCHARGE = 2/00 CFS BASE FREQUENCY = /00 YRS " . 0.02 0.02 , ' ,m BASE HW ELEVATION = 1305 FT - 10o O OO O O OO OO OO O O OO OO O O O mi OVERTOPPING DISCHARGE= 3300+/- CFS O // —;; ■ ■■ OVERTOPPING FREQUENCY= 500+ YRS 100 21" CORED SLAB BRIDGE (11 CURED SLAB UNITS OVERTOPPING ELEVATION= 1321 FT a —II NNN ** - SEE STRUCTURE PLANS o NNN —EM 1 DATE OF SURVEY = 12/7/I8 •1 TYPICAL SECTION II= AT VATIQN 90 ••■ AT DATE OF SURVEY = 127.3 FT E IIIII11111111 — III I 0 .1 LL 80 80 '' III BM1 ELEVATION - 128.83 BM2 ELEVATION - 130.17 L N 523609 E 2186715 N 523989 E 2186768 L STATION 16.01.32 73.07 RIGHT L STATION 19*80.35 138.19 RIGHT ■■■ ■■■—� —�� BENCHTIE NAIL IN 14' HARDWOOD BENCHTIE NAIL IN 12' HARDWOOD 0 70 ■■■ ■■■�� -- ......... ..., ... ........................................ o ..... 70 ELLS 10 11 12 13 14 15 16 17 18 19 20 PERMIT DRAWING TEMPORARY STREAM PROPOSED IMPACTS SHEET 2A OF 5 EXCAVATION - o, S V - STREAM IMPACTS7 -,, o cn ;, I ----- PPae,lkllPtki-l"Lat W '// _4/1.elily&&&F 4t1 S- Ifor,B — AW \ idigiemo..__- i IP MC F] Ir-P Atel 41IF .. - te It- _ o !I- - \ 7_ - Ø! � � _ : i� _ FILL IN MCf i� ;�'�01 Ai -AT *4 — = WETLANDS F __--0-- --41 1:04 1 A M 1 A flew - i Ig ro J l f It r ep ge ,i _ ,. A-ilr_ - ___E ___ Or 4' .- FILL IN WETLANDS S - HAND CLEARING - 4 , \ — ---- ,/ .// c.,,, , DENOTES FILL IN HAND CLEARING /F//F/ WETLAND SITE 1 / //V DENOTES IMPACTS IN 0 0 9 O SURFACE WATER Z ����� /'/v DENOTES TEMPORARYu>z /, IMPACTS IN SURFACE WATER IMPERVIOUS — co z,, RAP C S2A DENOTES HAND /, CLEARING BARRI ER , /. ‘,' / / / /„, ,, ,-- 8 \ BEG.APPROACH SLAB / \ L-STA.14+82.50 / END EMIDGE -L-STA.15+98.50 WO'''.- 1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO N' S\ / I C(( / AHOOLDER BERM GUTTER ir / /,. Raleigh,N.C.27606 //FROM Sr5"5"‘ lYPE III 5"5" V-1"/- TYPE III 5'5" -..01111110''EJZITIMI6 Liscense No.F-0377 BR-0/2/ 4 ,. PERMIT DRAWING ill,y /,'; 21W I \ FM S .14+67.81 TO STA.14+8174 RT. Bus: 919 851 8077 R/W SHEET NO. co i////i-c-i --_-_, / /: I _/ i / ' 12X/ I Q 1(1' g -L- / 10'\ Fax: 919 851 8107 SHEET 3 OF 5 I r.\\V,,1 , i l'-'' ' , ,/ ; .,, „-.., I., g,'d iio ,-8, / 10, 1 TRANSPORTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER i , ,' / z/ ., . I .,,Cll/IS DESIGN ss,-„...,GISa: 12_1_/G iPS.2-6,CON.STRUCT:ON OBSERVATION 0 1 ''11,1,1,111,,''-',7 rz/ 2,1‘' ) re cz , I PE Hi TYPE III g:A” 100' 0' I° ' \\‘\`\'6HPer i / I ,,' \\) ,) / r__,--' 1 i® SITE i'--„ / -- , ,--IEGIN-ffRIDGE %."'"" -L- ',,,-ibliZ APPROACH STA.14+93.50 --- -L-STA.16 08a0 _ _-- d / / i,/ \ ___, A,, / / 7/ - INCOMPLETE PLANS .......... 1,1)11h 1,1i ,)/) i \‘‘ \ '`, / I / ',.., PATRICIA W.WARREN ,. SILEYCH-SHOWING BRIDGFRAVELATIOFISMIP ---- - -,.:_,/,' / / I DO NOT USE FOR Ri W ACQUISITION I GRAPHIC SCALE 1/())) ilillij \ \\I', \I '\ i ( t\ __ - --------z __— ,.,__- ___, /;2----\ - __, j 1([(1,141 , '-. , \ ,\\ --„' -7_>=----___112T-_,==:-------., '---, 7 'N.,. - _ -; _ ____ _ _ -- --- „ , oct 7 __- _::---- --,,. 1 iv;` *\\\\\,'\a \ \,---- -1-\ -_,7,--1-2 --7 -- / •, , ----., --, N ,z I -__t _FONCRETE i ,---- ---',,,r, _ \ ') \04\61\1)11\1\41/P'l 0£1"-_-_—__ -`--.1.--_-__---1 -P15:- ' ' ) i '''' N 04'57'48'W \ ".„_____---- _.---- --____---TO---S.,./LIAR I,'t--_-;-.-_, ,ONDZED---..,:',,.„ S 85. "A" /' /t +/-ELEV.10.0.: ":,, ..,'•,;,', , !Mli HOUSE \,----/ WARRE_N.FARMING CO. --__ i .00' DOCUMENT NOT CONSIDERED FINAL \ 1 \ `, \ \ 4,://41 Are, '‘‘ s 1VARRENI FARMING CO. UNLESS ALL SIGNATURES COMPLETED \ \ I N 048-WL-__--- ., — ...' ..;__ - 10,0y' , ,, ,,, II / - I , \ ___ _- .E.p Er v,---, -- --. N. ,' `, ,,‘ N. I , , 1 \ \ IL V,111/14/1,1V\ ‘) ,— /---------------'_ -314.°° ,-- , - \--- --- .25719 , ' I ,. I 1 / 1 I , x-x , ------- \ Q ,,-----, _ ‘, ,- N. / -L- POT Sta.20+98.34 1 \,_, -, \ ) I `____ -----__ k \ tiliiPALIfit II I ‘‘ I‘ I r-- / I 111 6°Nc ' o‘ ,:ritt. —-,---, I ,I , , ipTLB INVERT UNABLE ,. \ -I-' I \I \'- \ \‘ -- — ---- \ \, -,\- liftlitiPC\\1\})P ) 1 75';'°, „, i , \ ( o\ \ s,,V4-- -f,?uBBL4,‘E a N / 1,. I TO BE LOCATED •.,, \ ,___/i ii z \ ''-. ‘-, 2 %,';-------• SILO s'° SILO,.- -- 1 1 , , \0, ,-1 fv•/ 1.•, , I . ---------"-z----- CONC NI .10._2 SWED'K * liROP0a, i , ,- 1 // , , ,,----'-,4,,-A',/,ft11, . BLDG .it:,,C / S 1 Lo/ I - Gc./L,1 RN'KAI.6 ,J illii\ --, , 0 ,,,,,,,;,Th -1-.......__,/, i,. BLDG ,• DO/S .:-. .,, CAVITI‘eill: EiMV.-1-3 II ....,,..717 „NC _.— ,,;/7 1/4,, E , ---1 ,‘ ,,_ ,;;;;,,4,-;;;;;;;:-/-,-.:,,, ,b,;;;,/( \ \ , It, ISM1ATLB do u e,_nergy rogress / . 2/ 44V,VI I. ' \ ARREN F ARMING/CO. '-""" co,v, , +_ \ 1741 y 4:7 :, vw \,,, COST - l'Ial- --V irf------ ) 1 / / , / yi„P \ , .,1 ---, ,-__-___24,4t ,,i/',*,',/,*ca'r6"::',',• ,,`,,,,,i, ..)f,v7D \ I, .,' \\rc7wc' — ,,,:,Z, I eh , „___ _A LIN z...___" ,_, ExiS.Tifi(C)R/W 7- ) G AVEL \ '''' P------ _ — — — -- c 1 7----1 ( -,-•'--.-- 19,1.4(HdfSES MIL-7140.11 I - - I I—\ I EI=MIIIIINAInEl WIRMINIIMIWLE EMIL --- 5 ,E \ SR 1804 HOUSES MILL RD./ „/---\\ \ j iA 1840)(SEVO CH. 111 40.1 ; , / / i 18;BST_ ,' .I Witial. Tr , , / 1 TON 5 SY GEO i imam§II WW1 ii _ _ r 43'48.1'W,',,,' ----1,BST SN845/ROSIN HL-04,0.1 c ( ,'_11P. I \ 4,13AND-0.1,.._ A--FEBLOB/,' \ 1 1 V ,;- MF--Ialfirl'q:WmfilPLI'L-74.. ii_..: * iiii- 1, --,!,L.26..57_ 67,4_ 723.. /'''-'-l'IT'.__ _._misw-.7..mr,_ ..ai„,*__- _,--1-- -„'.,-i-,___=i,,,, ___-,,,_-•C-e-,Lt..„____.-- / ,A,,B1NDONED\,,,WAT_E_RLINE N \ 1 1 1 r I ,_,,(__ ,.. _ .- , - , .. 77 I-----'---_ --7---:•-• \ y< . i- N., J/--- - ''' / - . 'w7giff.. , , WOODS /.,.. 7 i , ,y_ 7.77 I -----. El' 1 44,/,..‘y/Link 1 ) \ 19 / i / / \ I , i , /8EJIN.90 \ \ I \ 1 \ YISCON j 1 \III i j 1 /SeWL\I ' \ \ \ \ // /1/8' „. -. . \ CL B RIP 10 JE ±1TON64.6w5 1 :),„zi , ‘‘ , , RA. I i÷ -WOODS2"3/kt ig__(---.1:JWOODS . GS/4°45A \ 6',HDPET,SLIRSON CO.Er7,'\ i 1 IP11,,C/i , ,../ 'i /I',>--\Vggi.,,P0-, ' PUB IC WON-S._ _, '', NOTE:EXCAVATION BELOW ORDINARY HW -s)° N CANNOT BE AVOIDED.EXCAVATION SAMPSON CO.PINVNAI, S'1 rl \ \ I m REQUIRED TO INSTALL END BENT CAPS. I !hi/ _ !, \ /I I \ I // z / \ . I --- Ct II R.If_Mr I ,-,/ .' , •J 'sq CL II RIP RAP :` //, „,.. ' __.././... _ -- -.„,_- ,__ I I ,, . i / / ' / ,.."" \ • \---TO-SMOULD / .4.A• I> I ii-x. K__ /TO SHOULDER CAPS ARE THE MINIMUM 2'6"DEPTH. /// DENOTES FILL IN WETLAND / njir,57,0‘ / ..7 ////,_,./, , s/// \`..\,' /:u /"/":" / ---- '--- -="."2t_ /, g •...- . +/-an.A.3criv-a =-,,.., 46* IMPERVIOUS (1 • 1 fE- ../ --' / \\''k ' I ' - '— --<— --' --lk----1÷ N7---- - ;-;1--÷ '‘,\k_z-2 , ,) , I'I 1„.ao, GRADE CANNOT BE RAISED DUE TO IMPACT TO BUILDING ON WEST SIDE AND IMPACT TO MITIGATION SITE/ WETLAND ON EAST SIDE. 22 1 > , , I SURFACE WATER 1 , C , , DENOTES TEMPORARY IMPACTS IN SURFACE WATER 1 t, \ \ hii,-2) 1 ,. DENOTES HAND ,) \ \\ 7/,, 1 t ‘ /1/ i ._ \ I loo ) \ 1 z 7i--- \A‘11111•1\„, CLEARING ,._ , •_,Q__ , 0 ,-21÷ -,-'\/tz/z/1 'k.-. , K- 'a K_ i.,/ k__ 1÷ 1, , ; < , , , >— , , ,,> \)',),,j,/ 1÷ K- i÷ k-•..k K_ i —w ,, ,, l÷ 1÷ 1÷ K- K- 1'- --.rt7 i÷'' 1, , , \ , , , , ;" 1 , , , , , , s 1 \, , , , ,",,/41",/i -- ST ATE OF NORTH CAROLINA k 1 \ / 1 \ LINDA W.A HITFIELD I \ SEE SHEETS S-1 THRU S-? WARREN FARMING CD.,„-/ tt//,- '.-- '‘ t i \ / \ t ,,--- \ I 1 \t' /e I \. / ( 1 1 t FOR STRUCTURE PLANS I 'II r----A,-- ' x-, ,z----‘ I 1 1 _, x`, i ) ) \ I 160 • •. .......... .... .... ._____.... 160 II II 111110 1111 1111 111111111 1 I I 150 •••••-....... m .m.. mm• •• _____m.• 150 , I. 111111111 1E11 IN i-uc8 PI= 13+83.4, = LU STATION 15,-46.5 L PI= 16+78.14 PI= 17+80.0m o --.. .... mim . EL = 131.90' a „„_,-- ELEVATION 132.39' wc... (nC1) EL = /32.79' EL = 132J8' LuLci --mommi mimm 8,-,-N I 0 55'„10 50', C(C:),q- VC = I46' m L.c r.„N 21'CORED SLAH 2(7 VC = 105' VC = 90' on • • ....c... mm ....m.......... (D:-.1:-.q K = 79 m co— 90 DEGREE SKEW m -i- i zi-• K = 117 K = 121 d N-)C0 CC'1-N 140 .... ....._--.. ,tn___fr-) EX.K = 36 a Ni- 2' 6'CAPS CEI\t0 DS = 55MPH ns - 5.5MPI i ` \•1 d REMO I ............„.. — -6- '-'' I - • ,-. m (D 11 Al$TING _11111111141 OQ .n.,'...C_ :11MIMM:i.M.11 LL.II----i — I WI-- BRIDG:2 I-- Mil --"",------•&ZMI's1 "'"' ___ ,. / CO V) . V) (+)0.3000Xe (-)0.595 - - ,_ _ Luvv-u _, __. - — — — — I --4-.2L,6_,500z -'--77..--too/,__ __ -1— . . . mm • -------- ^••• _ 130 IIIIII Ell ----1,..; — __ _____I -___________ i,-_„ _____„ , _7__ (-HoJ-0.x__ MMICIIiiiarlk •:. — ---- mnim = MEETS SUBREGIONAL Ay:,,,,, = •-. ._ ; \__ • _ . KIF,A lb._ NW ND SI . TIER GUIDELINES i0,-• I \---; I FrA 4FFV/IEEKBA:, i. Nw• NG LT. I li ...- Rit LOWEST ffIT, AZ A \-' ' k e 120 L. ..m...B c .lilii mi MI KME=I■ MIN=IN\WMTnCr ..• I '' .- •-iM•W= MI M=IM& -.-74.1.2.1141$17&• 1 -!... E,J= ,1 - -ii =1, EXCAVATE TO ELEV.= 126.3 wimmmow i_NssmaK2i..vt• wimK1=11 ilik ._ I i ,_ wim mow BRIDGE HYDRAULIC DATA 1 ..... E ... .., 1 , . _ , — CL II RIP RAP •IM • ... DESIGN DISCHARGE = 1400 CFS im IC:. 110 III GRADE KEY-IN 3.5' .=---- .S;ON•12/7/2C•C I DESIGN FREQUENCY = 25 YRS 110 liThl = MMENNEMENNEN IMMEMOi : = DESIGN NW ELEVATION = 1298 FT —m MEN= - = MMENNEMENNEME iMEN=NO= =1M MEN= ii1M =IN BASE DISCHARGE = 2100 CFS T ' I BASE FREQUENCY = 100 YRS E A ** 0.02 0.02 , 1111 ' Ill BASE HW ELEVATION = 130.5 FT ° = II M MN OVERTOPPING DISCHARGE= 3300+/- CFS -, O 100 OVERTOPPING FREQUENCY= 500+ YRS — WU 0)) 0 0 0 010 010 010 0 0 010 010 01:Lc 0 0 mmiiimiimiimm. t 21" CORED SLAB BRIDGE (11 CORED SLAB UNITS II N NE OVERTOPPING ELEVATION= 1321 FT mmEm NEN NEN ... TYPICAL SECTION ** _ SEE STADETURE PLANS MIIIIIIMIIMMIIMIIMM. •. ••• 1111111. 11111.1.111 DATE OF SURVEY = 12/7/18 II 9— 0 ••• WS.ELEVATION 12 1 MEN = ME AT DATE OF SURVEY = 127.3 FT NEN 111111 1111111 . I III 11 80 BM1 ELEVATION - 128.83 BM2 ELEVATION - 130.17 E 2186715 N 523989 E 2186768 L STATION 16*01.32 73.07 RIGHT BENCHTIE NAIL IN 14' HARDWOOD N 523609 L STATION 19,80.35 138.19 RIGHT BENCHTIE NAIL IN 12' HARDWOOD ••• ••• . 70 ••• ••• mm Li 4 10 11 12 13 14 15 16 17 18 19 20 m 0 5 10 PROJ.REFERENCE NO. SHEET NO. M 17:177J BR-0121 X-2 N co ��� • 'II IIIIII - _. _:r-_.__cr. _.r. ���i iii 5 5: ..ae..._..�1 =�1 2G 25 .. 60 -65 70 75 111111111111 III BRIDGE #810178 PERMIT DRAWING IIISHEE - ! . ...,. .____ - wA 111 1111111•11•1 ; drrs irx' ;— III IIIIIIIIIIII eeeeeeeeeeeeseeeeeeees %.4r....% .. 1!' IIIIIII■1 132. PROP. �•�— El. ... �R_ I — 11 _ _ _ - — —- - — 1111111 •-_W/ !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! - - — — .. — — — __ 125 III — !!!!!IBill=1 !!I — - - -- i.i.i. iiiiiiiiiiiiiiEi 124. ' w ° 120 1111 5 •0.00 •• _e ::C IIIIIII III 1111111 0.120 : o.U2o I ( 'R 1110I II II 1111 — -cET eeeeeeee :fieeeeee 1�t; 00—, _ t .. \ / 136 II ■I - - - _ _ _ . . ... .. . ... .. ....... !!!A- IIIIIII1I■I ■I I 15 i 0.00 ' !II IIIIIII '' 1 .EGI/K i , � 135 MEM �� 111 0. ...z.__- 3.020 IHo !!!!lIIrII!! I _ — — — eelee ee ee ee ee ee ee Buser e — -' , m T _ _ 1 .. III - - __Ill,ill1lllllll■Ilmmlllllllllllm111111111111111111114ia�' PR — — _ 111111111111111 ■I `" N. I III IIIIIII�IIIIIII 1■I r. _ _ _ _ _ _ _ _ _ . III IIIIIII�IIIIIII "I ••-1l; . 11111'1111111 iii - ,WETLANDS _ ,_Ivia I.I �A - _ WM/t,DS1 .._ - _..—_�-- 111' _ .CrrMM=1L _ El. -iii / ... � ■MI i'c :ci -_"' 1111111 / iii pp 11111111111111111111111 ' — — ... __ �111111in l. 111 __ .._ --_. _ q !!! !!!!!!!!!!!!!!!!!! 1■I I!! IIIIIII!! I II! 111111111111111111111111111111111111 11-'1- l!!!!!!!!!!!!!!!!!!!l1111!!!!!!!!iiii.I!I.LIl• 11111111111111111111111111111111111111111 e I!! ... � � i■ _,_) ' I .iii -� "- 1 - + 75.00 P —!OJ-p m= 71 7fi 65 6q 59 4 40R4 R925 20 1 10 5 0 5 10 15 20 25 30 3449 a� Sq 55 60 65 70 75 m 0 5 10 PROJ.REFERENCE NO. SHEET NO. co' 17:177J BR-0121 X-3 N IIIII 75 70 65 60 55 50 45 �:::��:: 2G 25 30 35 40 45 50 55 :: 60 -65 70 75 BRIDGE #810178 III ii = = :1.= jWING Ell , IM R_� OF MEM - ■■■_ - 111E1171E MEN I - A1. 111. -B-- •• i 1•I.1 ■■■--. — NMI 111 =-� ,■ III IIIM■I : — — --� — III111M■1 Rli ■■■ _ --__ _ __. ■■■--■■■ -■ 1f1/ ______ 1111 - - !II - -I III�II + 00.0' 1111 11111111 III 11111111 II 135 i �i _ 'x • u.020 1 IU II,., R _ _ _ II_��: - - -- II EME _ _ ��-— _I 2.67 PROP. -- - . — — 11 MM ' II �• 132.14 EXIST. - - — _ pp II MI 6 + 75.00 .. =__ FRONT OF SEE NOTEIIIII135 EXIST. BLDG. SHEET 2A-1 __ _ .WET .Ds 35 twoureewour __ II 1.1 I _� �!• - :1 1:11 - - - - innd Z43i ': -�' 11 — ��11■1111 - -�■■■1■111■1 16 + 50.00 FROf T OF SEE NO-E 135 � II W)EXIST. BLDG. SHEET2A-1 0.020 0 ARIC_. 0 135 , WETANDS I I6/—`-E - ._ - _ II MM. "— - ii�iiill�■ IME nn ■ ME - rar ra ■■-■■■■�-ra-■■■-■ ■ _- rarara _ ■■-■■■■_-_-■■■-■ • 11 II NMI-i II 11111111111 ■. --- 1111111 __ ■. --- ■■ --- mmmmmmiimml �w� - ��r�ru �.020 1' mow/ ii ��� a / - - _ 13�■■■ ■■■ — — ! ! ill �:1 132.55 PROP. , II === R1i N -- — / - - - - - - — • —rarer - c�� -- F7wL'l yA wl ■■ - - - - • — - .. —emu m 15 + MMENNEMMENNiMMENNEMEN-MENIIMMEMEN INN P•i In111111111111111111111 1111111 II Min II ■1 1111 11 II ■■■ ----..- ■■■. ■ II --- 02 -___..- ■■. M. -W■■■■■--__■■- ■■ NMI U ...... -.■ -era■-- �i . .....T���■■ a ra, .. 135 �R� -aa■i- -1a!• L`►-'f.n'i a Sr�I. •• •�.. II !!!!l._I ■■ MENal!•!•Rl. o �W� - -aI-= =WMME r1a1• l�.rWleiaara//•-••- 1 1 1 MEMC=- MM :: -rarer— -- ■■ ■ -a ra ra�� ���aM�-�M�M�M� �M�-���M�w - ■■■ MIIN 11 11111111 lgia■■. -- ` . - - NM al--alal■■-■ A-■■■■■ -__ __ _ ■■ IE N E -. r!!=�-rarer - _ R--■C-== .. ■.=. - -■aer ■ ¢ -. ■■■--alal■■-■ KM l_la 7'alm ■ ■ ■■■■ - =;alal w a m 15 198 50 o4L --- 75 7-C V 6q ''5 5q 45 40 39 3q 25 I 10 5 0 5 10 1. 20 25 30 31 4LI 44 50 51 60 65 : WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing i Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent 1 Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 16+50 to 18+10 70' Bridge < 0.01 < 0.01 < 0.01 0.01 40 70 TOTALS*: < 0.01 < 0.01 < 0.01 0.01 40 70 0 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 10/1/2019 Sampson Co. BR-0121 Revised 2013 10 24 SHEET 5 OF 5