Loading...
HomeMy WebLinkAbout20200112 Ver 1_R-5740_Permit Set_Half Size_20200205S T d � f� i, w O ll N O lL � �L lL JL C A lL � O lLd I N A 8TAT8 STATE PR0l8CT REFER-N0. 8H Q8T TOTAL SN88Tb N. R-5740 a P ' 574Q DIVISION OF HIGHWAYS STATE PROl.NO. P. A.PROl.N0. DBBCRIPTION ENCT D JE 50198.1.1 PE o i ' ,' , 17 Perqu n unty Ooun ary ' 5 RAW 198.2.1 .2 UTILITIES /- / r PERQUIMANS COUNTY 50198 3 1 CONSTRUCTION I'"- z LOCATION: SR B29 (WOODVILLE ROAD) FROM SR 1300 (NEW HOPE ROAD) PERMIT DRAWING a M, TO SR 1331 (RED BANKS ROAD - NORTH END) SHEET 1 OF 14 Ne y • •' �\CeRa� -C TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND CULVERTS NAD 8 i2011 ` \ WETLAND AND SURFACE WATER IMPACTS PERMIT `SR�300. NPBOJECT Rr57 OPerquimans County VICINITY MAP BE IN LVERT -L- Sta. 79+65.74 SITE #4 END CULVERT END TIP PROJECT R-5740 4 -L- Sta. 79+98.42 -L- POT Sta. 241+91.25 SITE #1 3 8 G -SIR 4 2 7 Q J 1334 6 10 HOG NECK ROAD TO WOODVILLE L 1329 tBEGIN OODVILL PATRICK DRIVE -Y3- 21 ROAD SR 1334 SITE #3 `; BE IN LVERT HOG NECK ROAD SITE #2 , _Y2_ 11 -L- Sta. 132+65.83 ' TIP PROJECT R-5740 SR 1333 20 L- POT Sta. 10+00.00 MILL ROAD - - Sta. 133+11.41 0 12 8 19 NEW HOPE ROAD � 1 - -Y8SR 1331 1 1 s��32 LL RED BANKS ROAD OFLOp� 15 16 SITE #5 ` , -Y5- _ SR 1332 FERRY ROAD -Y6- O SR 1331 N V RED BANKS ROAD DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED VGRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prwored in tee 0//Ice of: HYDRAULICS ENGINEER ADT 201E = 1,400 161E EAST ROAD, SUITE 160 RALEIGH, NORTHORTH CARD CAAOLINA 27609 ATKINS 50 25 0 50 100 V = 60 MPH ** LENGTH ROADWAY TIP PROJECT R-5740 = 4.377 MILES (919) 876-6888 NCBEES MF-0326 �� "Oar 0 zota sTAxDARD sPEcrFrcArroxs LENGTH STRUCTURE TIP PROJECT R-5740 = 0.015 MILES PLANS TOTAL LENGTH TIP PROJECT R-5740 = 4.392 MILES P.E. SIGNATURE.- : 50 25 0 50 100 RIGHT OF WAY DATE.- VIRGINIA T. SCHAAR, PE a ROADWAY DESIGN PROJECT ENGINEER JULY 2017 ENGINEER PROFILE (HORIZONTAL) O 10 5 0 10 20 LETTING DATE: BRYCE REID, El ®p PROJECT DESIGN ENGINEER MARCH 17, 2020 V NCDOT CONTACT: BARRY HOBBS, PE, DIVISION PROJECT MANAGER P.E. PROFILE (VERTICAL) SIGNATURE. —\ WETLAND AND SURFACE WATER IMPACTS PERMIT Ec E --------------------- N Os I O N CN SITE 1A n; �m nE 50 —w— N SITE #1 e WILLIAM DIVERS III DB 57 PG 192 PROJECT REFERENCE NO. SHEET NO. R-5140 PERMIT DRAWING SHEET 2 OF 14 Ln ,, 5 I ' 1 OPAL V WHITE ESTATE 1 DB 220 PG 642 E E C A 1 �1 1 — — — — — — — — — — — — — — — — — — — 11 cf Iv-- — --- — —vv- 6" Pvc 13 WILLIAM W & ETHEL S CHAPPELL DB 127 PG 82 c E WOODS ik� SITE 1 B ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ®DENOTES HAND CLEARING IN WETLAND ® DENOTES EXCAVATION IN WETLAND WETLAND AND SURFACE WATER IMPACTS PERMIT 8 0 0 0 0 0- C E 25 H H BUTT, JR DB 77 PG 359 1 1 1 •1 1 1 1 1 1 SITE 2B SITE 2A F SITE #2 �n 26 LAURA WEAVER DB 34 PG 227 51K -him e1 PROJECT REFERENCE NO. SHEET NO. R-5740 PERMIT DRAWING SHEET 3 OF 14 E � =-------------- EXL� TIN(; w 0 0 EXISTING R � E --- o \ PUE \ PUE 2'O H H BUTT, JR DB 77 PG 359 ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER ®DENOTES IMPACTS IN SURFACE WATER WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 3A I 77� E - ---- SITE 36-/ - 25 H H BUTT, JR DB 77 PG 359 1 15 1 30 •1 1 1 1 1 1 SITE #3 26 LAURA WEAVER DB 34 PG 227 PROJECT REFERENCE NO. SHEET NO. R-5740 PERMIT DRAWING SHEET 4 OF 14 ® DENOTES EXCAVATION IN WETLAND ®DENOTES HAND CLEARING IN WETLAND � E - - - - 7 -+ N G _ N 8„ CD O =- _ N O v J N _ .. =ILL _ �6 PVC � Ij W D � E I C EXIS T I ti I � / I � I 3�2 I 3�3 THELMA BANKS I DB 57 PG 440 GLORIA B THOMAS DB 57 PG 440 s GL DBIAI136PGHOMAS WETLAND AND SURFACE WATER IMPACTS PERMIT N 34 SHEILA L HYMAN DB 8i PG 844 SITE 4A �-- _----------_-- col E PVE T m U E 35 KATHERINE F JOHNSON DB 56 PG 29 30 15 0 30 60 E .0 -J r. SITE #4 I I 40 I LIZZIE W GODFREY DB 46 PG 549 I �I E O �! PROJECT REFERENCE NO. SHEET NO. R-5740 PERMIT DRAWING SHEET 5 OF 14 ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND ® DENOTES EXCAVATION IN WETLAND DENOTES IMPACTS IN SURFACE WATER DENOTES HAND CLEARING IN WETLAND SITE 4C CeMeTERY �v PVE / Q TE 46 36 pUe JOHN R & DONNA GODFREY DH i58 i'G 436 PVE PROJECT REFERENCE NO. SHEET NO. R-5740 EC-9A CONST.9 CULVERT CONSTRUCTION SEQUENCE STA. 79 + 82.10 -L- IMPERVIOUS PROPOSED CHANNEL CONSTRUCTION SEQUENCE FOR ALUMINUM BOX CULVERT I'II DIKE �, 1. UTILIZE SPECIAL STILLING BASIN(S) (SILT BAGS) � TRANSITION EXCAVATION DURING CONSTRUCTION AS NEEDED. I 2. CONSTRUCT IMPERVIOUS DIKES AT IVE ELEVATION \ AND INSTALL 5 HP PUMP FOR DIVERTING E STREAM FLOW. 3. DEWATER CONSTRUCTION AREA UTILIZING SPECIAL STILLING BASIN(S). \ _ 4. REMOVE EXISTING PIPES. 5. CONSTRUCT NEW ALUMINIUM BOX CULVERT. I - 6. REMOVE IMPERVIOUS DIKES, TEMPORARY PIPE, AND SPECIAL STILLING BASIN(S). 7. COMPLETE ROADWAY. is W D D 5 HP PUMP o 66 _ —-- -- o O RD O 201 gS T T -- / P O � o pV - -- E -- - NaP + 45.2 / / � _ __ PROPOSED CHANNEL�- 44 /5 T / TRANSITION EXCAVATION / \\ Q p i I VE i+47.24/ pVE -- 3 0.00 RT E 2 Is , D D IMPERVIOUS DIKE i0 WETLAND AND SURFACE WATER IMPACTS PERMIT 67 JASON L KERBY DB 66 PG 66 SITE 56 E I E- ■i � �VI F; o, Ln 6�5 L a E ROBERT N & SHERRIE L GOZA DB 217 PG 725 ol 0 40 20 0 40 80 E Ul a i ^o SITE #5 y I y wilm mil. w_ PROJECT REFERENCE NO. R-5740 PERMIT DRAWING f8OF14 69 MISSOURI B GARNER ET AL DB 105 PG 472 DB 446 PG 119 v J DS ' L 1-t- L 1' 1,6 - I I \ LE � , E —W— — — — — — — — — — — — — 611 �— — — — — — — — --- --- --- - - - - C -- C E E E \--SITE 5A 68 MAXINE C & HENRY C JR FERREL DB 81PG 230 MEDENOTES IMPACTS IN SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES FILL IN WETLAND ®DENOTES HAND CLEARING IN WETLAND ®DENOTES EXCAVATION IN WETLAND PROJECT REFERENCE NO. I SHEET NO. R-5740 C-13R/CUNST.13 CULVERT CONSTRUCTION SEQUENCE STA. 132 + 88.62 -L- PROPOSED CHANNEL TRANSITION EXCAVATION\ IMPERVIOUS DIKE E +8 037 —L— E 0.31' LT. + 8034 —L— I 3 all' To Doh o I, - O O N O O O O EI +9 0 -�- 29<82 To PROPOSED CHANNEL G. /� � /Oiiii;�B � TRANSITIO EXCAVATION stao /-3j ' CONSTRUCTION SEQUENCE FOR ALUMINUM BOX CULVERT 1. UTILIZE SPECIAL STILLING BASIN(S) (SILT BAGS) DURING CONSTRUCTION AS NEEDED. 2. CONSTRUCT IMPERVIOUS DIKES AT 1.4' ELEVATION AND INSTALL 5 HP PUMP FOR DIVERTING STREAM FLOW. 3. DEWATER CONSTRUCTION AREA UTILIZING SPECIAL STILLING BASIN(S). 4. REMOVE EXISTING PIPE ARCHES. 5. CONSTRUCT NEW ALUMINIUM BOX CULVERT. 6. REMOVE IMPERVIOUS DIKES, TEMPORARY PIPE, AND SPECIAL STILLING BASIN(S). 7. COMPLETE ROADWAY. 5 hr runnr 0 D S c 4---------- I lU 22° 5/' Bo 0 �I , - i - SR /J29 (W OODV I LLE RD) 20' BST N i nil O -- -- 1 = l -------- - - -- --------------- ( � E P cE BL JIB IMPERVIOUS DIKE \7 o U 5 IU PROJ. REFERENCE NO. SHEET NO. 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 N R-5740 X-1 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 O) 140 140 1Q0 1�0 110 1Q0 9.0 &0 7;0 6o 5;0 4,'0 3;0 2;0 1p Q 1p 2;0 3;0 4;0 SO 6,0 7,0 9.0 9;0 1Q0 110 1�0 140 140 140 PERMIT DRAWING 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 -------- 1--------- ---------- L-------- 1_________I--------- L-------- J_________L-------- 1-------- J_________L-------- 1_________________L________1__________________L________J_________L________1________J_________L________1________J_________L________1_________I-___ __ S EET ,_1__OF_4___ --- L-------- I I I I I I I I I I I 10-- 0.04 0.09 v m 6.a0 3jl 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 --=ja- EN_0C�- TEMO,�RARY_StREAM _:IMPACTS -� (PERMANENT DRAINAGE E�ISEMENT) PROPOSES RIGHt OF WAY :55 + 00.00: END TEMORARY STREAM IMPACTS (PEb4ANENT;DRAINAGE EASEMENT); �iT # � ------------ i----- IMPACTS ; BEGIN j TEMORARY STREAM IMPACTS; � END PERMANENT STREAM MpA EXISTING RIGHT OF : WAY ---------t--------I------------------ - ;EXIS----------------------- € T Ry4RY N D P� -STREAM- IMPACTS- --------------- TIN(7 RIGhIT OF V\%AY GJN MO A PERMA €N SEA MPA 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 [0--- -\---------r r--------\---------r r--------i---------r--------r-------- r --------r--------\---------r mr--------\-------- - r--------1 -r- ---------r--------\---------r-------- r-------- I --------- r-------- r --------I---------r-- ------r --- 0.00 'b 0.02 I Y L 5.Ig1 r 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 ;25 + 00.00; LIMIT OF �LEARINI HAND I G IN -a ==-------------------------- --------- i-------- i--------- IL -------- i-------- i--------- L-------- 1------------------ IL------- SITE E_;_ # B-i------- i O N S_Tf U CT_I.O E EAS EM E NTH L-------- i----- PROPOSED RIGHT OF WAY. END EXCAVATION IN WETLAND .------------------;---------11--------;----------------------------------- I VFET © -------- ------- -------- ------- -------- BEGIN: EXCAVATION :IN WETLAND (WETLAND: BOUNDARY) EXISTING RIGHT OF :WAY ---to[0--- r 0.02 ° 0.02 M i L_ 5.83 ry \ I I I I I I I I I I I I I �2 I I I I I I I I I I I I I I a- r------------- ------ ------- --------- --------- - ----- ---- - -- 1------------------ --------�---------------------------�-------- 23 + 50.00: LIMIT OF HAND CLEARING; IN WETLAND I I I I I I I I I I I I SITE: ; (PERMANENT DRAINAGE EASEMENT) --=ja--,--------------------------------------------------------L--------------- -�------- -�------ ------- -�------- -�------ -------_--- -- -------- ------- ------- - ------ --------- ------- - --- --- - - - ------ - ------ ------- - - ------ -- -0- ENDTEMPORARY STREAM; IMPACtS BEGIN HAND CLEARING (WETLAND BOUNDARY) ---------- PROPOSED RIGHT OF WAY BEGIN TEMPORARY STREAM IMPACTS a1--------•------------------ -------------------� _----------- EXI$TINCa__fiIGHT__(F_ WAY; Z -------- - --------------------------------------------------------------------------- --- - -------------------------------------------------------- w 'I N �,I 1$0 140 130 120 110 100 90 6 7,0 6� 5b 40 30 210 10 0 1p x0 3;0 40 510 40 70 W 91.0 100 110 120 130 140 150 o U 5 IU PROJ. REFERENCE NO. SHEET NO. N R-5740 X-2 W 140 140 140 1�0 110 1Q0 9,0 8,0 7;0 6o 5;0 4;0 3,10 2;0 1p Q 1p 2;0 3;0 4,0 So 6,0 7,0 so 9;0 1Q0 110 qo 140 140 140 PERMIT DRAWING -------- 1--------- _________L-------- 1_________l________L-------- J_________L-------- 1-------- J_________L-------- 1--------- ---------- L-------- 1_________'--------- L-------- J_________L-------- 1-------- J_________L-------- 1________J_________LEET1G________1_________'____ __S _ __ _F__ __ ___1________ 1W1 ; 4 m m i ___ a _________________ ________T_________________-__ ____7_______ _,___ _ ------------------------------- ________ _________ ________ ________ _________ ________ __________________ ________ __________________ ________ _________ ________ ___1L___ END HAND CLEARING :IN WETLAND ;(CONSTRUCTIO;N EASEMENT) --=ja---------------------L-------- ;------------------------------------V4D--.FILL-III WE-T-L-A -- ----- - ----- -- -------------- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ------ -� BEGIN HAND BLEARING IN WETLAND O O 0 �8 + 5 0 PROPOSED RIGHT OF WAY ---------------------------;-----------------;---------;-------- ;------------------------------- --- --------- ----------- SIT -- #4----------- ----------------------------------------------------------------------------------------------------------------------------------- - E BEGIN FILL; IN WETLAND j (V1 ETLAND BOUNDARY) ------- -------- --------- -I -------- I - --------- ---------_-------- ------------------EXIST] N G--RIGHT --OF- WF�4Y ------------------------------------------------------------------------------------------------------------------------------------------------------------------- I---v-I/--�•/-------- V-T'�-II/--- ---L -- ---- 1- ------'---- - --L------' --- °°a------e.eb---L---- ----------------- - ---- - ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ --1- a------- END--HAKN WLETL��,NG ---- ----- ------ ------ � --- ----------------- r ------ � � � �--- T________ i_ i _l________________ i________ l_________ f________i_________, _f _T____ y _r j_i________l_________f________T___ (CONSTRUCTION EASEMENT) END T�MPORAkY STREAM IMPACTS END EXCAVATION: IN WETLAND =�a a-------- ------- $€GlN--HAN-D-- C LE-ARINi::-aN--W-ETLAN D I------ - --- -- - --- -a-------- --- ------------------------------ --- - --- --------------------- ------ -- - ---------------------------------- - -:0 �EGIN 'TEMPORARY STREAM IMPACTS END ___ _ END PERMANENT STREAM IMPACTS END HAND CLEARING /BEGIN EXCAVATIOI IN WETLANb 79 + 50.00: BEGIN F1Lt 1M N ENT:ST BEGIN PERMANENT: STREAM IMPACTS PROPOSED RIGHT OF WAY S ETLAND ------- 1------------------ L------fhFD--FI-LL:-IN--WETLA14D-j,/$EGFN,-F+AN-Di-CLEARING --L------- 1---- - IT� #4 L ------ L � BEGIN EXCAVATION A� WETLAND------------- L L--------L-------- L IN PROPOSED RIGHT Or. WAY BEGIN FI EXCAVATIONN N WETLAND BEGIN FILL IN WETLAND; PROPOSED RIGHT 6F WAY ------------------------- l�'`�---------------- E----- BOUNDARY BiGR4 f;I-LE IN VVET"D- EXISTING RIGHT OF WAY (�{VETLANb BOUNDARY) EXISTING RIGHT OF WAY =------------------L--------1---------'-------- '- '--------- T------- '--------- �� l ------ ------------------ ' ----- } - --------------------------------------------------------------------------- --------- ----�� END OF HAND aCLEARING IN WETLAND - ----- -- -------------------------------------------- - -- --- -------'------------------------ ----------------------------------------------------- END(CZSMSTRICTION; EASETv�EMT) HAND CLEARING BEGIN HAND CLEARING IN WETLAND IN WET (AND j END EXCAVATION IN WETLAND ' (�ONST UCTIOIrI EASEMENT) --=ja--------------------------- ----------'------------------------- -------- ----------L-------- - --------------,7.2_+50M: ---- ------------- L--------------------- ----- ------------- ---------- EXISTING:-� RIGHT : OF WAY PROPOSED RIGHT OF: WAY SITE: #3 ' BEGIN HANB CLEARING f ----- -------- --------------- IN WETLAND --------------------------------------- Bf� XjC�4V�4Ti©N iN ' W1 TLAH�tE} (WETLAND >3OUNDARYj (WE%AND BOUNDA( Y) :EXISTING RIGHT OF WAY a--------*---------'---------r-----------------'---------_-------------------------_-----------------r--------•---------'---------r-----------------'---------•--------------------------_---------------- -------------------*-------- Z ------------------------------------------- ------------------ cc w N 1$0 140 130 120 110 160 qo 6 7A 6 50 4;0 3A 2;0 lb 6 lb xo i 4o Sb 6o 7,0 6 9;0 160 110 120 130 140 1$o o U 5 IU PROJ. REFERENCE NO. SHEET NO. R-5740 X-3 N W 140 140 140 1�0 110 1Q0 4,0 8,0 7;0 6o 5;0 4;0 3;0 2;0 1p Q 1p 2;0 3;0 4,0 So b,0 7,0 s;0 4,0 1Q0 110 qo 140 140 140 PERMIT DRAWING -------- 1--------- _________L-------- 1_________l________L-------- J_________L-------- 1-------- J_________L-------- 1--------- ---------- L-------- 1_________--------- L-------- J_________L-------- 1-------- J_________L-------- 1________J_________LFEET_1 � ________1_________�____ __S+ __ _F__ __ ___1________ 1W1 G ; 4 0.02 0.02 o� i i i i i i i i41 46 -------- -- - ---- ---- - ---46 JO--- END ;HAND ;CLEARING IN ;WETLAND (CONSTRUCTION E`ASEMEN I, BEGIN HAND CLEARING IN WETLAND =�a a frI} fxckvATF©rd fly vE�-------------------------------------------------------------------------------------------------- END: � HAND ; CLEARING /BEGIN EXCAVATION IN : WETLAIND 133 + 50.00 EXISTING RIGHT OF WAY' ENQ_ FILL_ IrJ__WET4AND_/BEGIN--h1AND__ LEARINIG --------L--------1--SIT--#5--i--------J---------L--------1---------IL--------1------- 1'---------L--------1------------------ -- --'-- BEGIN FILL IN ;WETLAND (WETLAND BOUNDARY) ------------------------ -- ------------- ----- --------------------------------------------------------------------------------------- --- 0.02 0.02 i ol 1' 1-----------------L--------1---------;---------L L =---------- --- ---- —-------1-------------------------- --- ---- -------------------- ----- r---------- ----_--'---jo--- L z END HAND CLEARING: IN WETLAND END HAND 'CLEARkG IN 'WETLAND (CONSTRUCTION EASEMENT) (CONSTRUCTION 4ASEMEI$IT) END: EXCAVATION :IN WETLAND =�a -/a-- BEGIN HAND CLEARING ;IN WEf LAND � � � r � BEGIN HANND CLEARING �N WET�,eLND END; EXCAVATION ;IN WETLAND 132 + 50.00 ,END HAND CLEARING /BEGIIN EXCAVATION IN WETLAND ,END FELL IN WETLAND ' _____ -------- -- :BEGIN EXCAVATION--------------------------- BE'G1N- HAI rDr -CtE` 1,R �G (WETLAND-- AR1f S�TE; #5 IN WETLAND BCf4JIVD � � � y EXISTING RI�FiT OF1WAY ' ( XISTING RIGHfi OF V�AY BEGIN FILL IN WETLAND (WETLAND BOUNDARY) w z ---------I -------- I -------- I ---------I --------11------------------I -------- I ------------------ -------- --------- -------- -------- I ---------------------------------------------------------------------------------------------- cc w 150 140 130 120 110 100 9.0 40 7;0 0 5D 40 30 2;0 11D 0 1p x0 3;0 40 5,'0 40 70 40 V 100 110 120 130 140 150 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Hand Existing Existing Permanent Temp. Excavation in Excavation Mechanized Clearing in Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In Non -Riparian in Clearing Non -Riparian in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) Hand Clearing, Excavation in Wetlands, Temp. Stream Impacts <0.01 0.05 <0.01 28 1A 22+24 / 23+87 Hand Clearing, Excavation in Wetlands <0.01 0.03 1 B 24+46 / 25+39 Temporary and Permanent Stream Impacts <0.01 0.01 14 31 2A 54+76 / 54+99 Temporary Stream Impacts <0.01 15 2B 54+91 / 55+00 Hand Clearing and Excavation in Wetlands 0.01 0.02 3A 72+02 / 72+89 Hand Clearing in Wetlands <0.01 3B 72+31 / 73+18 Hand Clearing, Excavation and Fill in Wetlands, Temporary and 0.02 0.02 0.06 0.04 <0.01 51 14 4A 78+52 / 80+05 Permanent Stream Impacts Hand Clearing, Excavation and Fill in Wetlands, Temporary and 0.01 <0.01 <0.01 0.04 0.02 48 38 4B 79+39 / 80+05 Permanent Stream Impacts Hand Clearing in Wetlands, Excavation and Fill in Wetlands 0.03 <0.01 0.04 4C 80+20 / 81+35 Hand Clearing, Excavation and Fill in Wetlands, Temporary Stream 0.02 0.04 0.07 0.04 0.01 44 15 5A 131+29 / 133+02 Impacts Hand Clearing, Excavation and Fill in Wetlands, Temporary Stream 0.02 0.04 0.11 0.03 <0.01 51 9 5B 132+45 / 134+94 Impacts TOTALS: 0.10 0.11 0.38 0.15 0.04 208 150 TN Revised 3/31/05