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Home My WebLink About20120296 Ver 4_Application_20140428 Wainwright, David From: Ward, Garcy Sent: Tuesday, May 20, 2014 10:40 AM To: Wainwright, David Subject: FW: R-2507A US 158 widening in Gates/Hertford County Attachments: Site 35 original plan.pdf, Site35_permit_revision04_l4_a.pdf Follow Up Flag: Follow up Flag Status: Flagged Garcy Ward Environmental Senior Specialist North Carolina Division of Water Resources Washington Regional Office From: Willis, Thomas C Sent: Monday, April 28, 2014 3:42 PM To: tracey.l.wheeler(a)usace.army.mil; Ward, Garcy; Wainwright, David; Lane, Stephen Cc: Biddlecome, William J SAW (William.J.Biddlecome(a)usace.army.mil) Subject: FW: R-2507A US 158 widening in Gates/Hertford County I sent you all this email last week regarding a minor change at this permitted culvert site 35 on R-2507A. It has been slightly tweaked again to account for some field review comments made by the construction foreman. The proposed permanent fill is now 22 sq. ft. of wetland fill and 234 sq. feet of temporary hand clearing. Please, disregard the previous permit drawing and use the attached drawing for review of this request. Please, let me know if you need anything else. Thanks, Clay From: Willis, Thomas C Sent: Monday, April 14, 2014 11:25 AM To: tracey.l.wheeler(a)usace.army.mil; Ward, Garcy; Wainwright, David Cc: Biddlecome, William J SAW (William.J.Biddlecome(a)usace.army.mil); Barnes, Kyle W SAW (Kyle.W.Ba rnes(a)usace.a rmy.mil) Subject: R-2507A US 158 widening in Gates/Hertford County The contractor has determined they need a few extra square feet of wetland impact for a concrete footing placement, associated with a pipe headwall.This is at site 35 on the Gates County side of the project. I have attached a revised plan sheet and also a copy of the original permit drawing,for your comparison.They are proposing an additional 30 sq. ft. of permanent fill (footing) and 153 sq. ft. of temporary hand clearing (needed for installation/form work).This is very small amount, so I thought it could likely be done through an email request. Let me know if you all need any additional information. Bill/Kyle—I included you on this because I knew Tracey would be out for a couple weeks and didn't know if she was forwarding any request. Thanks, Clay i smallomrr*qwna*ncwm and nnmmIm sender immuNwommww o puumpZcon:JmI mw and may u*aimmmwammli'dpmmwm z PROJECT REFERENCE NO. SHEET NO. . s 2115ADT 20M ADT DETAIL DETAIL A DETAIL F R-2507A 29 DETAIL B MEDIAN V C RN/ SHEEr NO. 19 FALSE SUMP SPECIAL LATERAL(He IBASE DITCH SPECIAL CUT DITCH MEDIAN Y DITCH LITERAL M DITCH � 19 9,20D 0.100 (Not I.Smla INerto swill trw ro sadq IN Sm4I iN.ew� ROADWAY DESIGN HYE7RAUUCS s 158 1 4•100 13.800 758 Mwelr�n D'd r I nuti s a.°i " , a ENGINEER ENGINEER s 300 200 � �2`� cmma D 1• a �° rweud r� !• Tea• �¢ >.' N. � I^i q jj D D swa $00 +$ 9 ti is i.OR. Alur.D� 1.25R. M:n p+- 1.OFL y� _ OR. y d,. &OR: Q 7DO S=DOeh Slop° r},h"*ftd DRch -L-STA.336+50 TO STA.341+85 LT -L-STA 333+50 TO STA.335+50 yYw PIZELI.i�IIAT- RY� PIeA.NS HILL LANE RD(SR 1122) 08eh Gro o L D'4eh Geode L -L•STA.331+00 TO STA.333+00 LT -L-STA 341+00 TO STA,342+50 -4-STA.333+00 TO STA,336+50 LT ` 80'tOT.1186 M-<aJ?/7ft0e1mN?„ 0.07E To 2.0� 20' O+er 4.07E T°6.OZ 4p' PROJECTED TRAFFIC VOLUMES ° ' 30'1 ch-6.0% s0 DETAIL G PERMIT DRgWMMG SPECIAL CUT DITCH SHEET 75 OF 78 INW T D none rra� EESS ((�� comma y sov. ( DENOWETLFTbt- IN Y9-STA.10+18 TO STA.11+50 LT �DENOTREAAING NITEO " -Y9-STA.10+16 TO STA.I2+DO RT SURFACE WATERTS IN p r-,�r�-� '� ® DENOTES TEMPORARY i t ,Y.�,-*^'- '`ti IMPACTS IN SURFACE WATER ti `" M -L- CS St,,.344+9120 - )DOT Sta 33 •l3Q 9= ,7 -..Y`^r •f,.,_,�•,.,r�- -Y9- POT Ste.12+97.41 TEMP.ROCK SEDIMENT -L- Sc Sto.336+00.89 3. DAM TYPE & --- ` r >� j r TEMP.RQCK SEDIMENT DAM TYPE 8 ) -L- TS Sta.335+QO.B9 l 1 s sties �r^ r ROLA`14 L.Rr REBECCA L.Tt;iKriAM .. LLI x x C ! SPECIAL CUT DITCH a t �' ', SEE DETAIL B E s=/ LITERAL BASE DITCH LITERAL V DITCH i ) �„ �'J" w Ty E j.+� ��'.E w 35 T- SEE DETAIL A SEE DETAIL F i' � m 48'WW PENCE '� t� 1 �� r L rej rn UJI , t � - -'-•---=z=='^......_- _.-.-..�- �~ '* KA=Y c�E...¢ - - - C Flt R. // z s:..�'•�-`�,'-.''"�''r�,r wr"+� ,1-u _ f T ��RO 1- L'NTEA 51 'OF 00% _.__.__ - P"....� ._._.......__�....- ro....-._. is a P7 :iai r _ W ul �" p t r' i !. r ._ ..;p;'e�ti%r ;l•r- LL- + (,n IAN V DITCH -� --'- °— } , r r,• t,f!x v , t ^15'RCP-rll al t:L _. ""�•'-�' tt tt sr UF?#v r ' I� �I t `t l 40 TONS CL IRIPRAP — — �'S� 11111 LLI �wr/—� r � . �— ' i r V475 5Y FIL ONLY F Irt1 ON 8ANK5�NLY �~ R -17.2 N 1 }I ) I �!y . O. j�{8'WW FE rr s `ca 4:0 �,E 1 I III 1y r } g a {?✓L� L I ' '`� c '" N ) 5 TONS I I SPE CUT DITCI{ , C.u� �` W PE (811 I CL B RIP I i sEE RAtt c ,_r, rv, + �, I Oi LAYiRENC£E. f JAMES C.u DEBRA U.OYRUM C VA4 Sy I £ tG I , I S v D f ELLA JEA14 CROSS fllF +�. S, C8 JAUc 5 E.5 Ti AV!OR WV=26.7 C GATES COUNTY 11 o ( U.,r "•��"i..''ti.;""" I !; ALCOHOL BEVERAGE : a '^: -.- -.. w;= x ! <' pNTROL BOARD ;rf I •t � 3 Y i nI wa! t BEGIN NSTf? •T!•N 1�5"°z i i v4':' .f" 3•� 1 r 4w ( i ' s a -Y9- POT Ste. SPECIAL CUT DITCH SEE DETAIL G o T , � j .,.rtv�_�,,-,' r^•—" I DEBRA B.1rALL 061At3 f i; �I srt^•__---a—u --_ � Ttrr€N;<!.r LaSSITER '41 I "ill LIAM T,E'ROWN .., d• - --�---{�_-••'''-' ' j `' ALL WRITES ARE 16'uNlESS OTHERwiSE xoTEn Y I { _ - - i FOR INTERSECTION DETAILS SEE SHEET'2P O AMI:'E R.HOLLOMAN fOR BUBO DETAILS SEE SHEET 2H y N 1 FOR-1.-PROFILE SPF SH55.31&52� FOA-Y9-PROFILE SEF SFIT-61 in a I x I I .� c j PLANS PREPAPXD BY w ! RKV ry e RUMMEL,KLEPPER 6 KAHL.LL► 900 RIDGEFIELD DRIVE SUITE 350 INC RAICIGH,NORTH LICENSE NO.F-011021(919)08-9560 G' PROJECT REFERENCE NO. SHEET NO. a, 2015 ADT R-2507A 29 2035 ADT DETAIL DETAIL A DETAIL F DETAIL B DETAIL C 13 FALSE SUMP SPECIAL LATERAL BASE DITCH SPECIAL CUT DITCH MEDIAN V DITCH LATERAL'V'DITCH RW SHEET NO. (NOr ro scaloj ROADWAY DESIGN HYDRAULIC$ 13 9,200 9,100 (no o stole) snoolae. snoold�. (Not to$COI@) (ND1ro Scalej (Nor F.Stole) 14,100 13,800 From ENGINEER ENGINEER 158 158 _ Median Ditch oitcn .m a polm 9" 2• _ Natural � r Fill Norurol A'�orgS SIoPe Fo��ol d'�oS Natural 1 I�'�" Fill 3DD 2DD Ground 3;2 D �\he< Slope Ground 3.2� r;\ e� t•\ 1 Groend 3;2 D 3' 1 Ft- Slope 500 200 See Cho,Below)—`r'� 20' GI � Min.D= LOR. Min.D= 1.25ft Min.D= LOH. 500 �-5 etc. B= 4.0Ft. 6= 6.OR. 700 $=Ditch Slope CL Proposed Ditch -L-STA.336+50 TO STA.341+85 LT -L-STA.333+50 TO STA.335+50 PO HILL LANE RD(SR 1122) Ditch Grade L Ditch Grade L 4-STA.331+00 TO STA.333+00 LT -L-STA.341+00 TO STA.342+50 -L-STA.333+00 TO STA.336+50 LT REVISE 10/082012 To 2.0% 20' Over 4.0% To 6.0% 1 40' PROJECTED TRAFFIC VOLUMES Ver2.o To 4.0% 1 30 Over 6.0% so DETAIL G PERMIT DRAWING SPECIAL CUT DITCH Nor Stole) SHEET 75 OF 78 SPEC! AL Dikh Nar. � A"�firer Slope L G,o�ed a:2 D Fro F F DENOW ESLRNDL IN Min.D= 1.OFr. ET -Y9-STA.10+18 TO STA.11+50 LT DENOTCLEARING NIZED GL� -Y9-STA.10+16 TO STA.12+00 RT ® DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER -L- POT Sta.332+30.29= -Y9- POT Sta./2+97.4/ TEMP.ROCK SEDIMENT —L— SC Sta.336+00.89 TEM .ROCK SEDIMENT DAM TYPE B SEE EC Plans �Db � _ DAM YPE B —L— TS Sta.335+00.89 Ml g. Site 5� NA ��uLn<i, L„� cn, KIIn Revisipn4Per Hea4wall, -� �. �Iddztional 22sg�t Fill in W�etlanc� W SPECIAL CUT DITCH Additional 2346 Mechanized Clearing _ LATERAL BASE DITCH LATERAL V DITCH SEE DETAIL B E E r„• ,TT d'- a = N C E SEE DETAIL F m \ /4 35 y Z SEE DETAIL A "..,T �„J LL ��..//�� -_ 48”WW FENCE R .K Y W I80' ---- —� N -REMOVE F C —.--- — ---_._—. --- RIL O �i„ i, �� .—.,_ — ' � � i� ,,,.. C 6'X3' •i,,,,,, ' �•'� / F /�'�, __3-TOLLS.CIrB-kIPRA REMOV NOT ,,,;�,� r�, .."REMOVE-.____... <,i'„i.i•,,,r,,,i, - ENTER SI $OF BOX mam R-34' all M 50'25'14✓"E REMOVE REMOVE REMOVE' REMOVE;` 4D' MEDIAN V DITCH- - RGP 116---= ___w.v DI _..._.. -,:__.._....__' REMOVEMO'V 2GI FS PSPIM In "F” DIAN V DITCH �r -- - - U' EE DETA 15 RCP III PS �I III � Ln N O rn W F r 40 TONS CL I RIPRAP p rn Z F — F —�, �'�' .zl i t 1 W/75 SY FIL FAIL—F R Il J/ I' r 1 — '� / 1 --.-6N-'B.4RK$-ONLY N ! 1, F � _ ._-- F INV=16.2 I I - C Ri-- --- --------- —— —— 7 rn 2 I I C ._J49”WW FE F p C m V �� ) F- a roNS sPECIA cur DlTCr{ r. �� 1 I e CW/1415RAP O I _.. 1 RE7 1 'UI AN[) L..M E(,Cl, I. 111 11APA FIL FAB PES I I, SEE ETAIL G nJrIL,ICI ! ., L,EHIU I ,,r,,i)V LI L/, ,LAA !I ,.), I I ( INV=26.7 O —L— CS Sta.344+9L20 ,Idl I V A;I': R rll,dIl ,L Wk ui, 3 !� ( o _ , I s SPECIAL CUT DITCH - V SEE DETAIL G N � /0 BE IN CONS'' UCT/ N" ,l,ral I I. f L �^ -Y9-;POT St 10-I-I6.�� 1111�I i/IJ, %%I 1 ,1't ALL CONCRETE ISLANDS ARE a' 5"MONOLITHIC KEYEDaN UNLESS OTHERWISE STATED L II —Y9'— POT Sto IO+00.00 ON PLANS. L IdLLJAM 1 o .. --- !/ - _ I % ALL DRIVES ARE 16'UNLESS OTHERWISE NOTED o� ! FOR INTERSECTION DETAILS SEE SHEET 2P JIV fII ro 1101 L 1,A`J FOR BULB DETAILS SEE SHEET 2H C C FOR-L-PROFILE SEE SHTS.51 8 52 .1 FOR-Y9-PROFILE SEE SHT.61 � PLANS PREPARED BY I RKSISP/Qf C o RUMMEL,KLEPPER& KAHL,LLP 900 RIDGEFIELD DRIVE SUITE 350 N= �, RALEIGH,NORTH CAROLINA 27609-3960 ��. NC LICENSE NO.F-0112 • (919)878-9560