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Home My WebLink About20141132 All Versions_Permit Drawings_20140730 North Carolina Department of transportation I �4 u,u Highway StOrmwater Program n STORMWER MANAGEMENT PLAN (Yerslon Q, Rekased July 2412) FOR LMtEA AOADWAY 061JECTS ProjectlTIP No.: R-2501 C Count ies Richmond Page 1 of 2 General Project Information Project No.: R-2501 C Project Type: Grading,Drainage,Paving,&Signing Date: 1013112013 NCDOT Contact: Charles Smith,PE Contractor I Designer: MA Engineering Consultants.Inc.;Roger S.Weadon,PE Address: 1590 Mail Service Center Address:598 East Chatham Street,Suite 137 Raleigh,27699-1590 Cary,NC 27511-6956 1020 Birch Ridge Road,Raleigh,INC 27610(DELIVERY) Phone:919.707.6716 Phone:1919.297.0220 x-113 Email:orsmith5@ncdot.gov Email:Irweadon@maec.com City/Town: None Count ies: Richmond River Basin(s): Yadkin-Pee Dee LAMA County? I No Primary Receiving Water: I NCDWQ Stream Index No.: NCDWQ Surface Water Classification for Primary Receiving Water Primary: None Supplemental: None Other Stream Classification: 303(d)Impairments: Buffer Rules in Effect NIA Project Description Project Length lin.Miles or feet): 3.564 miles Surroundin Land Use: Proposed Project Existing Site Project Built-Upon Area ac. 35.00 ac. 15.00 ac. Typical Cross Section Description: Average Daily Traffic(vehlhrlday): Design/Future: 15000 Existing: 9450 General Project Narrative: US 1 FROM NORTH OF SR 1606(FOX ROAD)TO SOUTH OF SR 1001(MARSTON ROAD) Avoidance and minimization measures:Discharge of pipes near wetland into ditches to disperse the flow and utilizing toe protection to avoid erosion/sedimentation at edge if wetland. References �y North Carol ina,Department,of Transportation Z a Highway Stbrmwater Program ^ 1 ST©RMWATER MANAGEMENT PLAN , m (version 1<2;R6leased Jutjr 2412) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: R-2501 C County(ies): Richmond Page 2 of 2 Ptoject'Environmental Summary Surface Water Impacts Sheet Station Feature Water/Wetland/ Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed No. (From/To) Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM 9 1201+25 Wetland Headwater Wetland LIT to Chock Creek None Fill N/A 1208+60 List all stream and surface water impact locations regardless of jurisdiction or size. Equalizer Pipes to be noted as a minimization of impacts. All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators,or Other Stormwater Control Measures. See Sheet 7 A For Index of Sheets 8TAT8 PTAT6 PROlRCP RRPRRRNCB N0. SNEOT D&9CRD.TION S HEE N.C. 1479 R-2501 C �� STATE OF NORTH CAROLINA AT .N P.A t ��a 3443 .2.1 NHF—, 1 PE DIVISION OF HIGHWAYS ca�N�y 34437.2.3 HPP-0001 144 ROW 34437.2.UFS1 NHPP-0001(144) UTIL d �END \ ROJECT ,��ABEG/N ?► RICHMOND COUNTY j PROJ CT O ' M 1346 J 0;1 B�F ary, a,sm-1— � 1694 4 �r N � 604 0 I LOCATION. US I FROM NORTH OF SR 1606 (FOX ROAD) TO WETLAND AND SURFACE / D oat c�� A SOUTH OF SR 1001 (MARSTON ROAD) WATER IMPACTS PERMIT TYPE OF WORK: GRADING,DRAINAGE,PAVING & SIGNING r , Fox Rtl _ G.t� t r1 PERMIT DRAWING VICINITY MAP/ SHEET l O F 7 BEGIN CONSTRUCTION I -L-TIEIN- POT STA 1132+30.00 iz:c EAVERDAM CHURCH RD. SR 14B BEGIN TJP. PROJE CT R-2501C p �0-L- POT STA ll4/ 50A0 �6 SITE 1 SITE 2 -Y2- L G DEWITRD. 5 fi4 /2 r �, ,� y x g _ /0 I 13 �6 y. .. _:�D ... .. ....... 4.. ,.. �. _ //.. r 777 i 1 4 �qA TO ROCKINGHAM -Y- HAMPTON DR. -Y - N 177 -DETOUR- -Yl- COGNAC RD. (SR 1605) -L- POT STA 1329+67.03 END TJP. PROJECT R-2501C CP END CONSTRUCTION ~ THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. c L THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED o TO POINTS AS SHOWN ON THE PLANS. 1P]REILIIMINARY PLANS DO NOT USE FOR CONSTRUCTION % • . CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. ( Prepared In tl>°Offlce of: HYDRAULICS ENGINEER E GRAPHIC SCALES DESIGN DATA PROJECT LENGTH L �� HNTB NORTH CAROLINA, P.C. O 343 E. Six Forks NA, Suite 200 ADT2015 = 9450 Raleigh, North Carolina 27605 > 50 25 0 50 100 NC License No: C-1554 ®� RON? w ADT 2035 = 15,000 �2 0 v1 DHV = 8 O/D LENGTH OF ROADWAY T.I.P.PROJECT R-2501C = 3.564 MI. 2012 STANDARD SPECIFICATIONS o SIGNATURE: Fe, � PLAN ENRICO A. ROQUE, P.E. PE w 50 25 0 50 100 D = 60% PROJECT ENGINEER " RIGHT OF WAY DATE: T = 15 % ROADWAY DESIGN JULY 19,2013 BRIAN BLACKWELL, E.I. ENGINEER 4>�� PROFILE (HORIZONTAL) V = 60 MPH PROJECT DESIGN ENGINEER -E o O FUNCTIONAL TOTAL LENGTH OF T.I.P. PROJECT R-2501C = 3.564 MI. 0 u l0 5 0 10 20 CLASSIFICATION: RURAL ARTERIAL LETTING DATE: BRENDA MOORE, P.E. c-o JULY 21,2015 NCDOT CONTACT I T TIER:STATEWIDE n= PROFILE (VERTICAL) * (TTST 10% DUAL 5%) srcxaruRE: PE 777 SHEET No. HNTB,NORIH CAROL I NA I P-C�it� PROJECT REFERENCE NO. a4 R43 F.,1," NO d' 9 200 Raleigh,SlNorth C-al i na 27609 R-2501C 9 DENOTES FILL IN j:4NTB NO Li- - N.: C-1554 - RM SHEET NO. DETAIL IK i A TOE"FIROTECT1111 IN WETLAND ROADWAY DESIGN HYDRAULICS A, J, ENGINEER ENGINEER U, Fc iI DENOTES MECHANIZED CLEARING PERMIT DRAWING d Lo Ft. Type ��f 11 Ilf L-STA,1206 1 50 TO F208 1 53 SHEET 2 OF 7 RY PLANS i." L 6 TRIP R A P CONSTRUCTION MECHANIZED'\ CLEARING SITE 1 MECHANIZED 1111c R,\ CLEARING SITE 2 ------------ A A MECHANIZED E x r�F —-- \\ -, I �\\ FILL IN c�coNFc �o \\ DID WETLAND N'� FILL IN FRIE IN WETLAND PDE TO PIROTECTION 1. VACIMP Z-1 \ PUE POE PLIE --jp Lu (Ag L ""A —1: LL, GRADE PD LIE _�o �ETAIN GR TS)� RAN X rc R r ^.----------- c - F LjLj F 81,cmp Lu F REMO�-[-,, f.q tjG.,END NOT FOUND .......... .................... ................ 4 ---—----- —-------- Id 0 z ——----- PILUG ....... i90 ?.. 090 to 1.) U US 39'BST US 39'9S7 REMQVIE-j US.HIGHWAY 1 1 4 Ij —--- -------- - —----- ——------- ——------- REMOVE �15-CONC 15"CONC AB.—CnOINC,IIIIIIIIIIIII 15'CONC 15"CONC r r /---N Rn MOVE 0 03 RIEMOVIE--� /0,so/( 090 OgogaILT 2 F� X 111111111 24 1111111 11 IF —C -c c /RN �90 1) )51 uj JI c r E PUE P DU P UE Pu c PUE E PUE Pu PUE P PI PUE E------ PUE P E POE NILT ILL T L. ----------- -------- ED i 40A 42 ------- ci T-i---------- LT L u X Ix X � Ix L ------------------�1,J II CD E E 0 try vro 777 SHEET No. HNTB,NORIH CAROL I NA I P.C. PROJECT REFERENCE NO. T F.,1," NO d' 62 to 200 Raleigh, North C —I i na 27609 R-2501C 9 DENOTES FILL IN j:4NTB NO Li—;— N.: C-1554 — I SHEET NO. DETAIL IK J, A 3, TUE"FIROTECTIII IN WETLAND ROADWAY DESIGN HYDRAULICS A, J, ENGINEER ENGINEER y,, Fill W'i�� , DENOTES MECHANIZED 6 w y,!F,I" "",',,'No"\r,I" I e CLEARING PERMIT DRAWING d I Ft. IF"Ll Type i�f 11 IF L-STA,1206 1 50 TO F208 1 53 l. SHEET 3 OF7 RY PLANS i." L 6 RIP F A P CONSTRUCTION MECHANIZED'\ CLEARING SITE 1 MECHANIZED U8 CLEARING SITE 2 y, 111c 3,2 v O A C3 E, X TTF------ FILL IN x Lo --'WE-T- LANQ % 'FILL I • PROTEC 30,IIE, Z-1 ETLANI, N I PDE Illy, �p Pu iE RE *Iw u \i I "I PLIE, E L"J GR LLJ D PDE `Fpl� I.&M ........._ ........ V) F LJLJ --7 F 4EM0 Oman ....... ------------- 0 .......... z -0�PILUG - t)S 39'BST us 39'BST V.S.HIGhNI I In In I- I W I A I PriLr)VIF-A �EMOVE- F"CONC I'll CONC FIE V) RIE 09, '�?"0 O f R c uj —77l c T��Ej -P JE FU PU -7 LIE PYE PUE PUI; PUE PYE CJ ?S J� P PUE 4 1:t 4, /,W;L,T I 4� 40A 41 n tzz�,, ------I 38 '39 ..........F C'�� V, 42)L x Ix O X-- vI E E 0 MECHANIZED I E ()_ I I I I I l� I I I I I I I I I l� I I I I I I I I I l� I I I I I'll,I'll,I'll,I'll, I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I'll I'll,IIII,I'll,I'll,I'll,I'll,I'll,I'll, I'll I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I'll I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I'll I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I I I I I I I I I I'll,I'll,I'll,I'll,I'll, I I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I I'll,I'll,I'll, I'll,I'll, I'll, I'll, I'll,I'll, I'll,I'll, I'll, "I'll I'll, I I I'll, I'll, I'll, I'll, a- 11"I"I"I"I"I"I'll,"I"I"I"I"I"I"I"I "I"I"I"I"I"I"I"I"I "I"I"I"I"I"I"I"I"I 'I'll, ,, "I "I"I'll"I"I'll"I "I'll", "I'll I'll, I'll, I'll, I'll, I'll, PROJECT REFERENCE NO. SHEET NO. "I PhDE HYDRAULIC DATA , "I'l""I'll""I'll'll""I'll""I'll",I "I'l""I'll""I'll'll""I'll,ll,"'I "I'l""I'll""I'll'll""I'll""I'lI "I'l""I'll""I'll',,"",',,""I"I "I'l""I'll""I'll'll""I'll""I'lI "I'l""I'll""I'll'll""I'll""I"I PIPE HYDRAULIC DATA , "I'l""I'll""I'll'll""I'll""I'lI "I'l""I'l,"",',,',,"",',,""I"I "I'll I'll,I'll,I'll,I'll,I'll,I'll,I'll ,""I'll" I'll, PIPE HYDRAULIC DATA I'll, I'll, I'll, I'll, co , , ' ll ' I'll, ' I'll, ' I'll, ' I'll, ' ' I ' ll ' ' ' ' I ' ll", ' I'll, ' ' I ' ll ' ' "I'll ' ' I ' ll , "I'll , I'll, I'll, I'll, I'll, I'll, R-2501C 1 22 N DRAINAGE STRUCTURE NO.806 ------- ----------- ---------- ---------- ---------- ---------- -------- DRAINAGE STRUCTURE NO.903 ------- ---------- -------- -- ------- ---- - DRAINAGE STRUCTURE NO.906-907 - - - - "I I'll,I'll,I'll,I'll,I'll, I'll I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, I'll,I'll,I'll,I'll,I'll, I'll,I'll,I'll,I'll,I'll,I'll,I'll,'I'll I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, "I'll, I'll,I'll,I'll,I'll,I'll,"I'll I'll ,""I'll" I'll, I'll, I'll, I'll, I'll, ROADWAY DESIGN HYDRAULICS LoDRAINAGE AREA . 3.5 AC I'll,I'll,I'll,I'll,I'll, I'll I'll,I'll,I"I I'll,I'll,I'll,I'll,I'll, "I'l""I'll""I'll'll""I'll""I'lI "I'l""I'll""I'll'll""I'll""I"I "I'l""I',,"",',,',,"",',,""I'lI "I'l""I'll""I'll'll""I'll""I"I "I'l""I'll""I'll'll""I'll""I'lI DRAINAGE AREA . /J.7 AC ,l, "I'l""I'll""I'll'll""I'll""I'lI "I'l""I'll""I'll'll""I'll""I"I "I'll I'll,I'll,I'll,I'll,I'll,I'll,I'll ,""I'll" I'll, DRAINAGE AREA -24.2 AC I'll, I'll, I'll, I'll, I'll, "I',"", I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, ......................... ........................................ ........................................ ..... ......I......................... ............... ..... YRS ..... I'll, I'll, ENGINEER ENGINEER 400 DESIGN FREQUENCY . 50 YRS ......................... ............................................ ........................................ ........................................ ........................................ ........................................ ........................................ DESIGN FREQUENCY . 50 YRS DESIGN FREQUENCY .50 "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll"'ll""I'll",'ll""I'll""I'll",'ll""I'll""I"I'll", ,'Ill, 111111111111- "I'll, "I'll, "I'll, 111111- 1111, "I'll, "I'll, "I'll"- -11, "I'll, 111111111111- "I'll, I'll, -1111, -11, ","',",',,""I'll',,""",,","'I'l,l',,...."I'll......"I"',"',............................................................................................................................................................................................._," "I',"", "I',"", ......................... DESIGN DISCHARGE . 9.0 CFS ........ ........ ................- '""I'll '"I'll '"I'll '"I'll- '"I'll '"I'll '"I'll '"I'll- '"I'll '"I'll '"I'll '"I'll- '"I'll '"I'll '"I'll "- '"I'll '"I'll '"I'll '"I'll. ........ ........ ........ ........ DESIGN DISCHARGE . 25.9 CFS DESIGN DISCHARGE .14.0 CFS .......................... I'll, "I',"", I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, "I',"", I'll, I'll, I'll, I'll, I'll I'll, I'll, I'll, I'll, I'll, "I',"", I'll, I'll, I'll, I'll, I'll, DESIGN HW ELEVATION - 357.7 FT I'll, "I',"", I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, DESIGN HW ELEVATION - .349.7 FT I'll "I',"", "I'll I'll I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, "I',"", I'll, I'll, DESIGN HW ELEVATION - 3552 FT I'll, I'll, I'll, I'll, "I',"", I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I I I I /00 YEAR DISCHARGE . 102 CFS I I I'll, I I I I'll, I I I I'll, I'll, I I I'll, I I'll, I I'll, I'll, I I'll, I'll, I I I I /00 YEAR DISCHARGE . JOJ CFS I I I'll, I I I'll, I I I'll, I I I I'll, I I /00 YEAR DISCHARGE .16.9 CFS "I". "I". "I". I'll. -_" - - - -" - - - - - - -" - - - '_ - - - - - - - - -_" - - - --- - - - --- - - ___ 11 - 11 - 11 100 YEAR W ELEVATION - J�.9 FT ,-l "I'l""I'll""I'll'll""I'll""I'll",I ,,'l I .. 40 , I'll, � 1� .........................1111111111111111 /00 YEAR HW ELEVATION - J50.0 FT "I "I',"", "I'l""I'll""I'll'll""I'll""I'lI "I'l""I'll""I'll'll""I'll""Ill,"'I "I'l""I'll""I'll'll""I'll""I'll",I "I'll- - " 100 YEM HW ELEVATION - 355.6 )7 - "I ')-/- YRS I'll, "I',"", .i........... � A Ill -E 201". , I'll, ,""I'll" -)* YRS -50L OVERTOPPING FREQUENCY - 500- YRS I'll, I'll, r l"" I "I'll 7 11 191 I I 11 I'll, I'll, I'll, OVERTOPPING FREQUENCY - 50L "I I'll, I'll, I'll, I'll, I'll, I'll, "I',"", I'll, OVERTOPPING FREQUENCY PRELIMINA-RY PLANS ... 390 OVERTOPPING DISCHARGE - 19.5 CFS I'll, I'll "I'll I'll, i il I'll a ... I , �," c �; I I I'll, I'll, I'll, I'll, OVERTOPPING DISCHARGE - 76.5 CFS �. �, �� ", I'll, "I'll "I'll , 11 "I'll "I'll", I'll, OVERTOPPING DISCHARGE -29.0 CFS �� DO NOT USE FOR CONSTRUCTION "I'll, "I'll, "I'll, 'l "I'll, "I'll, "I'll, 'l -11, "I'll, """'I'll "I'll, -1111, ,,' "I',"", "I',"", -1111, "I'll" . ........ ....... . "I'll "I'll" "I'll, I .... ..... ..... ..... ..... ..... ..... ..... ..... ..... .......... ..... "I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll",,'ll""I'll,'ll""I'll""I'll",'ll""I'll""I"'Ill", 1;11� ",',',I'll, I- "I',"", "I'll,. .......... - , - "I'll "I'll, 'l , ......... ...... ......... .......... .......... ...... ......... .................... ', . - '"I'll -11111111=11% " "I',". I'll, 11 v� ,',,-, I 17 I'll, "I I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I I'll, "I',"", I'll, PPING 11 OVERTOPPING ELEVATION - 360.7 FT ....... ........ ........- I'll, ....IRR- ,� 'I 6" I � ). E ..... ..... OVERTOPPING ELEVATION - 356.7 FT OVERTO ELEVATION - 357.8 FT I I - , , T I _, I "I 'll , I 11 I'll IT! "I I I I I 'll 11 I I " I I I I I I I I I I I I I I I I I I I'll I I _ I I 11 11 11 11 11 11 "I',"", "I'l""I'll""I'll'll'"'I'll""I'll",I ,""I'll, I'll I'll, , I'll ,""I'll" I'll,"I'll I'll I'll,I'll I'll, "I',"", 11 I'll, I'll, I'll, I'll, "Ill I'll,I'll,I'll,I'll,I'll,I'll,I'll,I'll, "I'l""I'll""I'll'll""I'll""I'll",lI "I'l""I'll""I'll'll""I'llll,"'I "I'l""I'll""I'll'll""I'll""I'll",I I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, I'll, "I',"", I'll, I'll, I'll, I'll, I'll, I'll, I'll, 11 11 11 I I'll, ,""I'll"", I'll, Lnmlnni...... I I I'll,....nnnm , , L , ,"" . . . .. .. . . . . . . . . .000m , nn" I I I I I "I'll", I I 11 11 I ,"", I I I I I I I I I'll I I " I'll" I I I I I I I I I I I'll, I "I'll" 11 11 11 I ,""I'll" 11 11 I "I". "I". I'll. I'll. "I'll "I". mmm "I". "I". "I". 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",',,',',I � "I',"", "I',"", "I',"", "I',"", - - - - - -H., __ - - 111111111- .., - - _ - ------� __ DISCHARGE . 42 CFS _. .. .H. . . . . . .1111,,'''''',",',"",",',"","I'll", "I'll", ,,''','I,'',,,'''Ill'1111111111,,'''I'll,,,''','I,'',",',"","I'll",-11,11,111,111,111,11'll""I'll""I'll",'ll""I'll",'ll""I'll""I'll"'ll""I'll""I'll",ll,"'I - I I I I I , , - - , , , '_ I I I I I I I I I I I I I I - I I I I I I I I - '_ , , , , , '_ , , , , , '_ - - - - ,__ ,__ ,__ ,__ ,__ - I I I I I I I- I I I I I -" , , ' ' , , ' ' , - '_ , ' ' ' ' -" - , , , '_ I I I I I I I I I I I I I I I 'll- I I I I I I I I - '_ , , , , , , , , , , DESIGN W ELEVATION - 394.8 FT - - - ,__ ,__ ,__ ,__ ,__ - I I I I I I I- I I I I I -" , , , , , , ' ' , - '_ , ' ' ' ' -" - , , , '_ I I I I I I I I I I I I I I I 'll- I I I I I I I I - '_ , , , , , '_ , , , , , '_ '_ - - - ,_ ,_ ,_ ,_ ,_- - I I I I I I I- I I I I I -" , , , , , , ' ' , - '_ , ' ' , -" - , , , '_ I I I I I I I I I I I I I I I 'll- I I I I I I I I - '_ , , , , , , , , , , L 100 YEAR DISCHARGE . 4.8 CFS - - - ,__ ,__ ,__ ,__ ,__ - 11 11 11 I 11 11 -" , , , ' ' , , , - '_ , , ' ' -" - , , , '_ I I I I I I I I I I I I I I I 'll- I I I I I I I I - '_ , , , , , '_ , ' ' ' ' '_ - - - ,__ ,__ 1-11 1-11 11 - 11 11 11 11 11 11 -" - , , , - - ' ' - '_ - ' ' ' ' -" - , , , , '_ I I I I I I I I I I I I I I I I I I I 'll- I I I I I I I I I I - '_ , , , , , '_ , , ' ' ' ' '_ /00 YEAR HW ELEVATION - 395.0 FT - - - - - - - - - - " I " I " I - , , " , " I �,- - ' ' I 11 - " "I "I "I "I "I "I "I I- OVERTOPPING FREQUENCY -500+ rRS 11-11 11 11-11 11 -11 , , �" 11 11-11 11 11-11 11 11-11 11 11-11 11 11-11 4 ' I I " I " I I I I I - , , , , , - , , , , , - , " , " , - , , , , , - , - , , " , - , , , " , - ", r"'A - I. ................ 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TOTAL SHEETS R-2501C X-27 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 PERMIT DRAWING SHEET .5 OF 7 WETLAND LIMIT Ln I 0,0100 "' I O.o100 I I sa 350 3d � — —"------------ ---------------------------- .....3.50........ 356J7 15'DRIVE PIPE i — � S.S. 351.145 340 :— ------ — _ 340 S.S. 340.139 1202+00.00 m S.S. 358.878 WETLAND 350 LIMIT 350 352.745 i i 340 --__ 340 --——————— S.S. 340.239 1201+50.00 S.S. 361.145 N ----------------- - - 1 -- -- — 6:1 & 3` 3:1 � � 350 /i 353.013 350 i ——— --/ 356.70 __------- S.S. 345.34 340 - _ _ _ _ _ 340 1201+00.00 S.S. 361.028 Iq rr _ o,oioo 00100 _ -_--_— S.S. 350657 i 350 _ -------- ---- __ _ _� _--_ ^ ----- ---_-- 357.12 _ 353.373 _ 350 ti ----- Ln 340 340 v iQ 1200+50.00 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 PROJ. REFERENCE NO. SHEET NO. TOTAL SHEETS R-2501C X-30 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 .._.PERMIT DRAWING 370 _ _ SHEET 6 O F 7 370 Ln S.S. 362.765 ——_ Ln _—_— —_ _ 360 I 0,0109 I 00100 e _ 360 --_------ NO WETLANDS_ _ 6:1 -- — --� __ SJ —n 3.1 S.S. 356.616 358.79 1209+00.00 355.65/ WETLAND LIMIT v S.S. 364.010 ----------- V) ---- , \ Y 360 -- --- 360 WETLANDS d ---- — --- 358.44 350 S.S. 354.852 1208+50.00 354.936 350 WETLAND LIMIT S.S. 365.797 co Ln 360 I 9,0100 I__ 99190 _—_ --" a 360 --------------————_ 3a —I -- — I 6:/ i^-- WETLANDS / In 3d ———_ 358.23 350 _ S.S._353.254 _ _ _ 354.479 _350 1208+00.00 _ WETLAND LIMIT S.S. 367.930 ro 360 I 9.0100 I 00100 360 -------------- ------_ _ WETLANDS —I — --- I — — i 6:1 3:1 358.04 350 S.S. 352.324__ _ _ _ 354.260 _ 350 e 1207+50.00 w x WETLAND S.S. 370.221 LIMIT__ Ln c 360 I 0,0100_ " I 00100 i g 360 ---------- 3a --- -- 6/ M 3d s -- WETLANDS 'l�i I 357B9 350 -- ---------- --- -- 1207±00.00 354.087 _ _ 350 S.S. 351. 60 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Permanent Temporary Excavation Mechanized Hand Permanent Temporary Existing Existing Natural Site Station Structure Fill in Fill in in Clearing in Clearing SW SW Channel Channel Stream No. (From/To) Size Type Wetlands Wetlands Wetlands Wetlands in Impacts Impacts Impacts Impacts Design Wetlands Permanent Temporary (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 L 1201+26 to L 1202+39 FILL 0.03 0.04 2 L 1205+79 to L 1208+61 FILL 0.08 0.10 TOTALS: 0.11 0.14 ROUNDED TOTALS ARE THE SUM OF ACTUAL IMPACTS NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS RICHMOND COUNTY WBS 34437.1.1 R-2501C Sheet 7 OF 7 14-Jul-2014