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Home My WebLink About20180110 Ver 1_810016_Permit Package Wetland_171220_20180118 Carpenter,Kristi From:Steenhuis, Joanne Sent:Thursday, January 18, 2018 4:39 PM To:Carpenter,Kristi Subject:FW: Sampson 16 Permit Drawings Attachments:810016_Permit Package Wetland_171220.pdf Follow Up Flag:Follow up Flag Status:Completed From: Herndon, T. Mason Sent: Thursday, January 18, 2018 1:56 PM To: Shaver, Brad <Brad.E.Shaver@usace.army.mil>; Steenhuis, Joanne <joanne.steenhuis@ncdenr.gov> Subject: Sampson 16 Permit Drawings Brad & Joanne, attached are the permit drawings for the replacement of Bridge 16 on SR 1145 (Boney Mill Road) over Buckhorn Creek in Sampson County. This is one of the bridges that we delineated and has the old mill house upstream. There are no wetlands in the project area and the project impacts include 70 lf of bank stabilization and 24 lf of temporary stream impacts for the removal of the old timber abutments. The Division is proposing to complete this work under Nationwide 3 & 13 and corresponding WQC 4132 & 4134. Since the impacts are below the thresholds, we are anticipating that written approval is not required. Please review the attached information and let me know if you concur. If you need any additional information please let me know. Thanks! Mason Herndon Environmental Program Supervisor Division 3 NCDOT- Division of Highways 910-341-2036 office 910-604-0050 mobile tmherndon@ncdot.gov 5501 Barbados Blvd Castle Hayne, NC 28429 1 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 2 I ill�h�vr�V North Carolina Department of Transportation �� i'�l"1174y±��@"Y ,. . ,_, , Highway Stormwater Program i , STORMWATER MANAGEMENT PLAN �`�--: .==�'' (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.3.R.61 TIP No.: SF-810016 County(ies): Sampson Page 1 of 1 General Project Information WBS Element: 17BP.3.R.61 TIP Number: SF-810016 Pro'ect T pe: Brid e Re lacement Date: 8/28/2017 NCDOT Contact: Jon Moore, PE Contractor / Designer: Sungate Design Group Address: Hydraulics Unit Address: g05 Jones Franklin Road 1590 Mail Service Center Raleigh, NC 27606 Ralei h, NC 27699-1590 Phone: (919) 707-6738 Phone: (919) 859-2243 Email: 'Imoore ncdot. ov Email: w err sun atedesi n.com City/Town: Clinton County(ies): Sampson River Basin s: Cape Fear CAMA Count ? No Wetlands within Project Limits? No Pro'ect Descri tion Project Length (lin. miles or feet): 0.142 Miles Surrounding Land Use: Rural Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.4 ac. 0.3 ac. Typical Cross Section Description: Paved 11' lanes with 4' grassed shoulder section (7' shoulder section with guardrail) and Paved 9' lanes with variable width grassed shoulder and roadside ditches. variable slopes roadside ditches. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1000 Year: 2040 Existing: 500 Year: 2015 General Project Narrative: SF-810016 is a bridge replacement project that involves removing Sampson County bridge #16, on SR 1145 (Boney Mill Rd.) over Buckhorn Creek, and replacing with a (Description of Minimization of Water 1@80', 33" box beam bridge with 2'-6" end bent caps. The existing bridge is 2@18' timber deck on timber beams with timber piles and vertical timber abutments. Deck Drains Quality Impacts) on the proposed structure will not be discharged over open water, reducing stream pullution associated with roadway runoff. The runoff from the deck drains will be discharged onto a class II rip rap. Additional measures implemented to reduce impacts to the stream and surrounding properties include, maintaining existing drainge patterns, using special lateral 'V' diches and special lateral 2' base ditch. Further, rip rap is used at drainage outlets to dissipate energy and reduce erosion. Waterbod Information Surface Water Body (1): Buckhorn Creek NCDWR Stream Index No.: 18-68-2-12-2-1 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e 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) - _;h,��r l,� For IndFa ��f =i�.��fs = Shr �t 16' '_ �,r t nnv�ul i= ��1 _��ymb�,l�� • � � V � � O V � i 5�'s��'1� ��IF�' ��J�--1� �'�� I '. c�l�l��; �� I�J��''��!�� ' ��iy� SAMPS01�1 CO U1�TY LOCATI011t: BRIDGE 1V0.16 OVER BUCKHOR11l CREEK ON SR 1145 (BONEY MILL RD) TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN PROJECT 17BP.3.R.61 -L- POT STA. 11 + 00.00 C TO BUTLERS CROSSROADS (SR 1149) BEGIN BRIDGE � —L— POT STA. 14 + 32.38 NCDOT CONTACT: AL EDGERTON CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDRIES. END PROJECT 17BP.3.R.61 � -L- POC STA. 18 + 50.00 � m�I� ,� �� PERMIT DRAWING SHEET 1 OF 5 0 N Q Z c�+ � 0 Z , � � , A ,,- , i i — �� _— — ---- � -- — - - — —.— --- - � � ��1 ��END BRIDGE �\ `. —L— POT STA. 15 + 14.63 � , �V� � �__— _ -----� TO MOSELEY AVE � �� (SR 1146) DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED Fr o,�r�=9 � rhe� N r i�i ��r�_ b� n��F�i tm�,nt HI'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � or r�,�� rt�v��, ,,, n� .rr� _ ��f� ADT 2015 = 500 PARSONS SUNGATEDESIGNGROUP P.A. 50 25 0 50 100 ]��1f81ElLd�IIN'`�ff8�' �'II�`�N� ;, c�� ° .. ADT ?OQO = �OOO . �� ,� „ . „+��.,.�. _^ � ^ ��^ ^ "�'-' DO NOT USF FOR CONSTRiiCTiON �; JS C �� p 2018 ST9NDARD SPECIFIGATIONS ��'V'F �C�c,�� PLANS K= 60 /a LENGTH OF ROADWAY TIP PROJECT 17BP.3.R.61 = 0.126 MI. � o D= 10 % LENGTH OF STRUCTURE TIP PROJECT 17BP.3.R.61 = 0.016 MI. srcNarunE: P� r, ,,-'" '� 50 25 0 50 700 T= 45 %a * RIGHT OF WAY DATE: DAVID L. WILVER, PE g ROADWAY DESIGN ENGINEER � � TOTAL LENGTH OF T1P PROJECT 176P.3.R.61 = 0.142 MI. rno�cr sxcrNEEn �ti-' �� " V= 60 MPH NOVEMBER 17, 2017 �� , PROFILE HORIZONTAL * � � �� i% ( ) TTST =39/oDUAL=6/o I�IIgE1Ld�dlli�it�1[8� 1P1L.�N� 10 5 0 10 20 FUNC CLA$$ = LETTING DATE: J. MATTHEW PICKENS, PE � NOT use r.on CONSTRI'CTION �� iin�a�j MINOR COLLECTOR APRIL 19� ZO�H f'ROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUB—REGIONAL TIER P� S7GNATURF,: PL4NS PAEP.9RED R]': pROJECT REFERENCE NO. SHEET NO. �"� DENOTES IMPACTS IN oerAa s � PARSONS �� SURFACE WATER aiP aaP nr eMenNKMeNr l76'F.'�.F�eL�I 4 � na re s�ait.� �t e� F i... P L � 3 n. WW SHEEf NO. o,,,;,,.� ROADwAY DESIGN HYDRAUlICS - -- ENGINEER ENGINEER T DENOTES TEMPORARY ` °'`� ��° �° ��F' SUNGATEDESIGNGROUP P�AJ �T Grade T' � TS � S IMPACTS IN SURFACE WATER _ �� O GEOTEXfILE- N � R G 2 �ype of liner CL II �2ip-Rop Q Ge 59Esstl O Z 1P1REll,d�IIN Y$`�' 1�1L.�I*I� 1 TERRY LEE PEARSON & FROM $TA 14+43 TO $TA. 14 i 68 -L- RT �� rj�� 25� � rj�� DO NOT l�gE FO CONSTRVCTION FROM STA. l4 � 76 TO STA. 14 � 99 -i- LT � CIASS IIRIP RAP �� y WANDA PEARSON FROM STA.lA+64 TO STA. ISi-06 L- Rl' CAROL PEARSON HONYCUTT & i0 SHOULDER POINT �- � � HERVIE HONEYCl1TT CL uRiP Ra.F SCALE: 1��=�00� CL 'B' RIP RAP �� F, � Q O EST 34 TON E5T 1 TON � I � �� EST 25 SY GF _ SPECIAL LATERAL 2' BASE DITCH Z e5T 5 sr �Eo � -„ � � �i � See oeTqli 5 SEE DETAit a DOCUMENT NOT CONSIDERED FINAL \ 1'il i ii ,.; j - EST�g'QR�TONP UNLESS ALL SIGNATURES COMPLETED SHOUL�ER 6ERM GUTTER \ '�;� ( �� EST 396 SY GF Q-17.5 <fs FROM STA 13 I-96 -L- LT TO- I�' �J; LATERA� Z BARCMQVCH HW-0 -1.73 WOGDi, BEG. APP. SLAB � ' i �` ,' SEE DETAIL 3 �� f �� ,,.,� f�.-� -�� P E RM I T D RAW I N G �' ' , =� _ � E , ]J P�A'" - £� SHEET 3 OF 5 , __��, _�, .,-,. , r,, s_ .:., , __-r `�.,-, - -- � , �5 W I �� , � �Fi ' _. . „ �- � :Nc .-- �^� _ -=-��'.." ��_. � � ,� �..�'-. lfi�h` r�.- r -. �1i3��fi "i �� ^a I�k � n4.-.,,.. nots _._._--.� __Rjj4. �3Nr_Y^^'' . .i�_ . _ n , �� _ ..� vw w�- � w� Hw- .:'�.J �� - ��i�. �� -- --- --- �- - - � L ;,qnre F.. __ - � _ ;" I �� - � - _ _ _=�_ _-�- :-�� -- "s . :.;. - - = _. � r`Q.- � y e<r BU'I'LC�.� �ROSSkGALLt � - �- --- -- - . . ... - TL� r�- . �_ -_ -,_ -__- .- -'_- __ ��. .- -- ----- - � Sk, JJ45 ISLNer kILL RG.! � !F' �' 2GI �' - ' 1 Ek�. I� � ��'� 0 _ i. o ie- e�r � � . . . - � �� o _- - �--- - - - �,�r.- ',:. _.--- --- �-- - .._.� - _ �- .= _ _�-� 1- � - �,., - - _ . �_ _ - ��_ .. .:-. �� - _ -_ - - - - __ __ __ - _ �v: �R��-��---� .. _ '�� -`�' - �i � �� , ,�.�� - _ .- L ��i i :..-�r-� �.�r �S -� v� r s .. �---- � -- � � � .. . _. � e�snkt: aiw - � � -- �' � ' � - -mrm�� /r� :� E r „ � � _ 7 _ _ _ : ! �-� ___ ��:: f � ' ' . _ " t � ___ _ ' � _ � . t �� Ei. �.�' � '�� w �; . . � R e , , � _,_ � �. h � o t� � �r_� � SEE D�ETAD 2V' DITCH . II �. � �. V~ � aos �� 1 R �_ ry �� - � � �- .� "� . �, �;.:r�,,-� SPECIAL LATtP.AL'V' DITCH _ STANDARD 'v DITGH I� �\ r� �-RFTAIN SEE DETAIL 1 SEE DLTAIL '1 1 Ilti ��J� _ �'- ESTII2GIPSY� GF �� SPECIAL LATERAL 'V' DITC��' ` H�W,D o 0 73 SEE DETAIL 1 ' SEE DETAIL 5 �O 4 6h ./N APPR �LAB 5E�lN 6RIU�t �NO n'lD�t ENu Fl R,L�Ib CL II RIP RAP L- STA.l4+�f3S' -I 7A/4+J"238 �.4.1�+I�f.bJ -L- �Ta l+Z�J.63 O EST 47 TON _' �� / E5T 3G SY GF / SE[ �ETAIL - � �, � \ ` j� FREDDIE L. THORNTON & GREU TL 3 �a�� ANN THORNTON FREDDIE L. THORNTON & L TYPE III - TYPE III `�� GREU, TL 3 a N rHORNTON DETAIL 4 4' T � -L- .�' =� DETAII 3 DETAIL � LATERAL 6ASE DITCH SPECIAL tATERAL BASE DITCH F,�i = = � � SPECIAL V.TERAL V DITCH o• I P �m G.ou^a- ., � v�� s�P� 'bfi � F' , I�oi 5 A I F\ � a\` a GREU, Tl-3 u, ` �� GREU, TL-3 � No� �o s:a� � DETAI L 2 � U, rvre w rvae m� sd STANDARD V' DITCH u �;L -- f Na� r S<ale NON'ol 3 �/ Gro�nd � 7. \°�'�G�O� Nmvral F� od \\ /-FIII d � 3.�•' Sioae d p `3� o n '1 nA� ^ n /�T ^/ Gru�nd � 3�� G� � Slooe o �rul 1 No��rol GFOiEXiIIE -� g ��1��/ l 1 L'HLVV ��~, l 1 t�,Hl l0/V S�l� �.�.�:\ � eroi id '...3.� �.\. � Gea en ile -� 8 - Gro��d nAn.D=I FI. ' D whe� a_ Mov.d=1.5 Fi. Min-D-2 Fi. YDP$ - FULL UEPTYI PAL�ED `�HGULOth = 6.0� g 2 F. Mox-d-1_5 F_ N�T ]�(� $L'A�E Min.D=1 F�. � Min.D=2 F1. b=5 F�. 8=2 Ft. SBG - SHOULDER BERM (:UTTER Type of Liner= Closs B Rip-Rap Type of Liner= Closs 8 Rip Fop FROM STA.12+00 TO STA.14<33 -L- RT FROM STA.14+33 TO STA.74i�53 -L- RT FROM STA.14+89 TO STA.15+14 -L- lT f-P,OM STA.15 �-14 TO STA.17+�34 -L- LT FROM STA.75+14 TO STA.17-50 �L-� RT FROM STA.14��i96 TO STA.75 i-14 -L- RT BM ttl E EVATION = 94.82' BM 2 E EVATION = 8.93' N 416 59. 4 E= 220812 .II N= 4167 5.6 E 22 854 .94 -L-j ST TION 10+1 .50 -L- STA ION 14+q .86 54. 8' L FT 35.7 ' RI HT 2 c� F3EG N GFi ^DF V � � � � l i, '��' � p t� AJ.J` ��r"l.� -L- 4� r.� � � Q� F_ _= 9�.G7 N � � � � W "' Q v pi� ��r� U d �4� ��I � �.� Qf�� PI l4 80.0 - J O J EL = 8.�.3� w oN -zz-n K ll6 � I � =�s.a � DS = 5 MP �ow sT sre �� _ xisTiN eRio e �� BRIDGE HYDRAUUC DATA EXC VATE F OM E ISTING � O BE EMOV D I AB TMENT AT 1.5: TO E.=81.1' ABUT ENT AT 1.5:1 T EL.= �1.5' DESIGN D�SCHARGE = 7JrO CFS --� esr. oo cv �� EST.7 cr DES/GN FREQUENCY = 25 YRS cu,s n RiP P_ c nss u ia rsaa • DES/GN NW ELEVATION = 84.5 FT / - �-1 - - � i - � � +) •740 � ( � BASE DISCHARGE _ 1293 CFS - 2_ l00° -- � -°. + 6% EN S EC.L T.2' AS DlT H EG. PEC.LAT.' ' DI CH '' �- �+)2. g% - - ( ' - BASE FREQUENCY = l00 YRS I Pl=i +00 -L- RT � �3.75 ' - - _ _ _ _ _ - - - � "+1 •40 � EL 88.i" BASE HW ELEVATiON = 85.7 FT y X _ - _ � � OVERTOPP/NG D/SCNARGE _ �I600 CFS _1i ; 1=17 00 L- L OVERTOPP/NG FREOUENCY= 500+ YRS - OVERTOPP/NG ELEVAT/ON = 87.8 FT Pl 14+3 -L RT B G. S EC. AT.' DlT H PEC LAT. ' BA E D TCH EL 78.8' I P=15t 4-L- R l=l6 00 L- T AT CL STAl4+14.60 -L- D TAN ARD 'V' Dl CN I � � BEG. PE LAT. ' BA E ITCH L-8 �� DATE OF SURVEY = 06-22-2017 Pl=l +53 -L- RT B G.LA ERl L 2' ASE DIT H E�- 6 AT DATEAOFNSURVEY = 75.3 FT BEG. STA DAR 'V' lTC E =80. ' Pl=l +96 -L- T EL= 0.3' " 10 11 12 13 14 15 16 17 18 19 20 21 22 WETLAND AND SURACE WATER IMPACTS SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 14+60 to 14+gg -L- BANK STABILIZATION 0.02 70 XISTING ABUTMENT REMOV < 0.01 24 TOTALS'`: 0.02 < 0.01 70 24 0 *Rounded totals are sum of actual impacts NOTES: zo�s os os