Loading...
HomeMy WebLinkAbout20061137 Ver 2_Kersey Valley Rd_Buffer Impact Maps_20210329 o I A�1 E CITY OF HIGH POINT PROiEf]T REFERENCE NO. S���T ®f �L Z SHIEE°ICS See Sheet 9-A For Index of Sheets 1321 � 1153 �) N.C. KERSEY VALLEY RD i arassi 1320 W 1159 , 126. �� - a 15 BUFFER DRAWING HIGHPOIIVT �► 1�So 1�13 LOCATION: SR 1154 (KERSEY VALLEY ROAD), FROM 0.16 MILES SOUTH U W NG � � 1iss, mi9 1193 1321 �, {� HIGH o'� ----� OF SR 1155 (CASHATT ROAD/1 TO SR 1158 (JACKSON LAKE ROAD/1 SHEET 1 OF 6 4210 44, 1159 I ROAD), INSI �� )/ 1154 1145 "'� m kV 1193 �� I�HIGH POINT LIMITS F.. . 0.07 MILES NORTH OF SR 1287 (OLD JACKSON LAKE ROAD) PM: CAMERON LONG, PE �� END 111L« .., T CITY / ��N--- TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNING, 7/1/2020 1279 PROJECT \CZ , 1-- , , 4 4061 r - AND PAVEMENT MARKINGS 1 �?olNr � -� 1 87 ' �J� joy( LIMITS k� 4r j J7''�, 1263 1243 1159���F� 7 ) 124812j I 1247 1158 G 1145 L_ 144 1272 BUFFER IMPACTS PERMIT 4,, �� __-_ _ �, 1188 /�_. r- a iL ,,11"4 _As R„ ,,A �►' M BEGIN CONSTRUCTION 1191�� 1189 62 BEGIN r Q 1156_ RICHLAND CREEK TRIBUTARY N -Y2- STA. 29 + 52 .70 Z1 -j n _ PROJECT4010 R � 1 . N W BEGIN CONSTRUCTION O Y PROPOSED GATE ' / ® O -D Rl- STA. 10 + 82 .41 ~ IN / MITS . - 1 KKE RD ` END CONSTRUCON ��, coalv` 4002 II I1156I -Y2- STA. 26 + 53.73 114 ,_1 ;/ 1299 4023 4021 1 ARCHDALE , 1 ' PROPOSED T-TURNAROUND /fir y SIBS 1154 //A,1169® �r _ I \ - /% I I IGH POIN CITY LIMIT �,-=_I 1' �- C� VI C I N ITY MAP END CONSTRUCTION 6 - ... S `J r,..1r4 (NTS) -Y3- STA. 17 + 00.00 J ,. _____�, HIGH POINT GITY_:...., ..... ,... 44r, i =__% —Y2— SR 1154 1 000/O PLAN IHKERSEY VALLEY RD END PROJECT # „ —L— POT STA 49 + 47.68 \� \\\ I Q • • —DR1— _ Z �� DRIVEWAY '�� — � 7' Elliftill BEGIN CONSTRUCTION Al� -Y3- STA. 13 + 90.00 oII BEGINING CONSTRUCTION o0 N� , _ �� ���,cui) \ -U _- -N -Y2- STA. 12 + 80.00 p -_ / - iiiL41 / �� JACKSON LAKE I END CONSTRUCTION Z _ \\ SUBSTATION LF 0 SR 1287 / -Y2- STA. 10 + 12 .00 a OLD JACKSON LAKE RD i i/. \\ �� rk_____ i RICHLAND CREEK>„ p4 I� —Yl— SR 1155 up \ \ \\ TRIBUTARY �� CASHATT DR \ . 214 —Y3— SR 1158 I \I JACKSON LAKE RD /i 0 l / _ �_ ___\., ► POINT CITY LIMITS II IIII END CONSTRUCTION (a RICHLAND CREEKHIGH _ _ _ Yl STA. 12 + 30.00 0 211111 \I :/$' —Y2— SR 1154 t4 �S KERSEY VALLEY RD 1 A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF HIGH POINT. ilt:. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. BEGIN PROJECT = 'r CITY OF HIGH POINT CONTACT: ROBBY STONEBEGIN CONSTRUCTION DOCUMENT NOT CONSIDERED FINAL fi DIVISION DESIGN CONSTRUCTION - NCDOT DIVISION 7 �e,--51 UNLESS ALL SIGNATURES COMPLETED NCDOT CONTACT: TBD —L— POT STA 10 + 00.00 m -L- STA. 9 + 5 0.0 0 J o Prepared in the Office of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH hag 11O 'C I RO,, 404 ADT 2020 = 1 500 moffatt & nichol •... ..............� 4700 FALLS OF NEUSE ROAD,SUITE 300 hag Q��;,, S ' 50 25 0 50 100 RALEIGH,NORTH CAROLINA 27609 : • Q. ,, - T = t9 19)781-4626 VOICE (919)78 1-4869 FAX _ q 0 ADT 2040 N/A NC License NO.: F 0 105 moffatt & nichol 034333 r c- itii_ ' ' K = % 2018 STANDARD SPECIFICATIONS O PLANS LENGTH OF ROADWAY PROJECT = 0.760 MILES '�oF�oN•M �o D = WA % P.E. iliuuu►v`� TOTAL LENGTH OF PROJECT = 0.760 MILES TIM R. REID P.E. SIGNATURE: 50 25 0 50 100 T = N/A % RIGHT OF WAY DATE: , - * ROADWAY DESIGN ENGINEER • � • • TBD PROJECT ENGINEER V = 50 MPH ,,����������� �,O`�N CARp�oi. PROFILE (HORIZONTAL) * TTST = 0% DUAL 1% ,a„ .���`�� oFEss%� ••"9''' - o COL4 FUNC CLASS = LOCAL LETTING DATE: TRENT E. HUFFMAN, P.E. moffatt & nichol = 'Q� SEAL up riJ10 5 0 10 2 07 015869 TIER PROJECT DESIGN ENGINEER �• --\i< (7 ce) 1j11 REGIONAL TBD P.E 1#h,# ••... •y PROFILE (VERTICAL) �iii � . �� �� �� SIGNATURE: �� � r- 0- PROJECT REFERENCE NO. SHEET NO. 0- KERSEY VALLEY RD. 05 co 1 RAN SHEET NO. `\ f' ROADWAY DESIGN HYDRAULICS MITIGABLE IMPACTS ZONE 1 i S /Q ENGINEER ENGINEER ‘ \ / MITIGABLE IMPACTS ZONE 2 \kel i -I- / . / GATE \'\\� O,I \ \ \/ 41( 1 0 z\ i \ \ S \/ \/ \ \\ 0/ \ \ DOCUMENT NOT CONSIDERED FINAL �E� ;/ o \\ \� HIGHTY OF POINT \\ \\ ç\\\ UNLESS ALL SIGNATURES COMPLETED / GRy THE STREAMS AND BUFFERS SHOWN ARE -• \/ SUBSTATION \ \ \/ 4700 FALLS OF NEUSE ROAD,SUITE 300 - \G CPO) IN ACCORDANCE WITH THE ON-SITE DETERMINATION I -I 00 \ \\ \\ ,", RALEIGH,NORTH CAROLINA 27609 T� m o f fa t t & n i c h o I (919)781-4626 VOICE (9 19)781-4869 FAX �� CONDUCTED WITH NCDDWR AND USACE R I \ /\ \ NC License NO.: F-0105 ON JULY 10, 2018 AS NOTED IN THE i ° \ \ \ \ \/ IV ry DETERMINATION LETTER FROM NCDWR DATED OCTOBER 3, 2018 i + \/ O \\j N N BM-GP BUFFER DRAWING i NC GRID \'\\ / NAD 83(2011 ) \ \ • i o SHEET 2 OF 6 i N 8PJ141m.64 E 1723387.66 \ / / -1--\/ i 11 \ f !,, I i / C1"J \ i WOODS \ l V �P i ry �,\�� J \` \NA ` WOODS o° �� \. SEE PSH 05B e. 17 �yX / \ r, ROCK OUTCROP J'1 n ` �;.N 8 / �� STANDING • �I \ \ WATER HOLE ,_ �� � 51 � " CITY OF HIGH POINT ►r I 1I // y _1. �� ` 11/FN<*p4) <% X WOODS DB 2648 PG 157 `Jo,< 1 /\-7 * .F / � O-,100101;1‘ b /40 44 - 4t7.4. ,' i ... 1 7, 8 , , , -5 , ; CO • / o \(?, / . C 8,� SITE 1CONC / ofr Alr \\ CiK ��� MON ------ \YT9,�, I BEAM (F ) / / <<, �. \ .� � �FF'FNADNC G83D2011 ) y\ / ` ' /\ ITE 2 N 8B1679,27 E 1723843, 82y C - - - - /S-74V.•79;:l p� \ \\ O\ ^ �\ �� ,'-sow C / ,, >C• �LC) �\ 4�•. /�+,, ,:le•:.f: !'t.�fit 14 4, A Ii0 • ,,,,,,,V,."'"" - ; Cd\Z"\<\ \c/ Ai- ,,,j .I '' ki;',/4 ice7 f 1 ,i4,,, .....,... 0 * ..r, ,,,, , , , - ----....5.,... c — _ c ---- 40 c s tic A `: ��i411lNmmimmpvimmmmmimm -..-4,14!•:•••,,, / c \ i .01111Atar.k 2 ems. 8:1 Z C3 EL \ \ ��. CITY ,,Fi POINT P — ;.: .,LJ \ �d� l' '�j DB 2648 PG I5? ` L�� `% E — ooO ce' ���.�� ��M \i'.0 \ \ WOODS ��,�M/ \ � \ 'ice�F�.ripzIr % ICI :� s,� y-.I '�=ICI r�I�� � ice•`�'� i =�'��- Tn'�1/II T^ pp� I��ygA�(n \ �� R l\ _ '� •���'�i►I� i,���; �i;�� © �'\ \ UD �O Y PE. 17J L o-i © 11111____c__2 � .' \\ G \3 PB 25 PG 69 ' \ TRACT 2 \ L \ , 7 \ R A AR 0 LD D. C DE �WooDs �� \ N NV i EiP s ((_\,\ \ f3 + \ DB 5465 PG 929 . ` \\<‘ g MICHAtI_ L. INIFONG & F JOSEPH W. TAMMY M. NIFONG ' ' ' \\ C3 STALLINGS, ET AL. ,' 0w D H GRIFFIN SR. \ 1\ \ DB 3916 PG 1759DB 3617 PG 0234At /,DB 7168 PG 1960 \ \ 2Q0 ,�' ��' \�/,\ '�' /S,r� \.\ ----� WOODS /,� ISFD /` \Z EIP \ �yc �.'�,.' // \\ '//�' �� \ �, i s �` . JAMES WALTER HILL ,/ RPJE� '------------ ��. 7 ,r�, ,/ \ ♦ rn,��� DB 5TRACT420 G11940 �' 0 --- - ` c 7 \ \ , , 0 <(‘dX \ \ #/// L O • R , �. WOODS \ -. ;\WOODS O ' o EDWARD YARBOROUGH EIP Q n P • MATCH LINE SEE SHEET 7 WOODS -Z STANTONA R iF�72�' D I f ROUGH CITY OF HIGH POINT CI) PB III PG 133 KERSEY VALLEY LANDFILL o (n G DB 2902 PG 910 N n / V/ 4<ev / TRACToQ oFOR -L- PROFILE, SEE SHEET NO. 8 -/ 7 / FOR -Y2- PROFILE, SEE SHEET NO. 9 � 0 \ \\ PROJECT REFERENCE NO. SHEET NO. KERSEY VALLEY RD. 05E3 \\*s. \\ r R'W SHEET NO. co ROADWAY DESIGN HYDRAULICS 8 ci:-) , ENGINEER ENGINEER ,,,, (9, ,,, \ �O •.0 CITY OF HIGH POI \ T \\?? WOOS D3 2648 PG 157 DOCUMENT NOT CONSIDERED FINAL 0 UNLESS ALL SIGNATURES COMPLETED :• ,", 4700 FALLS OF RALEIOH.NORTHE CAROL NA ROAD,USE 527609 UITE 00 m o f fa t t & n i c h o l (9 19)78 1-4626 VOICE 9 191 78 74869 FAX NC License NO.: F-0105 00 20' 10' 0 2 0' 40' , illiiit SCALE: 1" = 20' N • BUFFER DRAWING N SHEET 3 OF 6 N i m ,:: Z MITIGABLE IMPACTS ZONE 1 . 4 SITE 1 // MITIGABLE IMPACTS ZONE 2 ••A •: (1) �` /iC Z 3 o �� �-9lz I BFAV ( F ) 'pig O r: 0/ \ AD 83 ( ? O1/ 4F ) \ N� �`�. SITE 2 \ 8016780 ? 17 ? 38 / 308 ? N (--.\ 0 Nx .. • Q P \\ C Ni w' , X\ ,,,. 7 -.. ,/ tt ..) , 4.4 % ''46‘4 , "."00,490,„v.' .., lit),.. 1 _c ......, ,AltiMrOVS4V 4•/ 4P N 1 0_ / l'ik- 41, . ..004. ' / _ , D e i / . _f* ,f, .* 4.- .i, • • ,i. '4u 10 N 4.7.* I NII ir -. !II sh CO \ r. ►�!4.� ��i � , Fw Iripr ►�♦ E -* Vrible '44/' \vim.L AEA i lop I, LJ -.„,. *#),-.. , 4 AV.*. , , . ..,.,. 44.40 lorAlk 0&. Nlapily, ,0j, A. „Irmo ,_ ., „. . ,. I ,...„ 0„ _,,iiiiti. --, 4rdriPAiii‘,.- ,k------v.rttob.._ '2 --- --- _ _ _ ...------ • �. . ` . mplhA-a: L •-4>41,4r.... C._) E . ♦ J /,} ����� ���� ���-_Ttiw a tairaM.ri Br �1?_ Al/ C �1�^ i c ?...._t 410.- _ ______ _ , . \-14\ . / ____ EL I w yz __ -C�' ir W c v 0 v) E — � N ..... - __ __ E-.(_, .) 1.....oo O , .„._, CL O0 Air Q � } �=� \ L_Y3. Cr - _ _ �iir� Lei=A �� a i� ......._el kr.-,:tlail‘64411rA I I bA P-X AlilliffiliWillArtgrir.11110/r1114.- ..14141f4.414.#1411114X-al-1111rAdil--AIWA ir—LWA41...41111FXA.111. -- _--- -)--)- R .- ----- --- -- ,.....2, , vAtAFatravallralralt)-1,14411411-rA10124/1117,441\p/'-x 44'417-4-11II71.411*-141%11-.41V421141154k14114114411 ' law \ , , , _ _ _ _ - -- � ' I CD(S) (n /J-j \ 3 Ii / 1 C 1 _ m o PROJECT REFERENCE NO. SHEET NO. • KERSEY VALLEY RD. 07 • co • \ RNV SHEET NO. STANTON EDW &ARD ` / ' • X YARBOROUGH , ROADWAY DESIGN HYDRAULICS \ / ENGINEER ENGINEER \ RACHEL M. ` I 1 YARBOROUGH . \ , • X DB PB 3726 III PGPG 133011 \\\\ ��� II 83 / 2011 INCOMPLETE PLANS 1 1 \ NAP , DO NOT USE FOR R%W ACQUISITION 1 I 0 • \\ \, kI ' ,, X, / E /' ,/ CITY OF HIGH POINT ; �I` 1 I1.') // / SFO KERSEY VALLEY LANDFILL I ,' 1 I ! / / — DB 2902 PG 910 • I / 1 L' TRACT 2 I �' • 1 ' • /.. ► / / 1 iC.P4(7 1 — ' ' I / o 1 ' • DOCUMENT NOT CONSIDERED FINAL II 1 • >< / // = 1 1 • UNLESS ALL SIGNATURES COMPLETED • C.)4C ' ' / / I 1 4700 FALLS OF NEUSE ROAD.SUITE 300 I I / / r\ I I ,",m o f f a t t & n i c h o l RALEIGH,NORTH CAROLINA 27609 I I / I I (919)781-4626 VOICE (919)781-4869 FAX I I / / / �/ • I I NC License NO.: F-0105 ♦ 1 I x l / 1 I I I 1 / / I 1 • I 1 1 1 I BUFFER DRAWING ` - I / 1 , , I I V 1 I / I I \ 1 SHEET 4 OF 6 I I �. I I / . 1 • I I • ' E1-1111 �- \ \ 1 I ACiNe • I I I I \ \ 1 I • I I I 1 \ 1 I I \ 1 1 .• 1 j I I r-,- \ 1 1 I • JAMES WALTER HILL .• : 1 i \\ \, 1 1 DB 5420 PG 1940 1 0 , ; 1 I I I TRACT 1 1 1 ' I I I '� \ 1 1 1 I ' I 1 \�� STANTON ED ►AiRa '1 1 I I ` RACHEL M. , ' N ` 1 I CARL E. BRINEGAR I 1 -_ YARBOROUG' 1 i \I DB 6804 PG 2284 1 1 _ \ \ \ \\`\ \\ D PB I�PGP 33'�14 i �� .. \\ \\ ` I I I \ \ 1 • / \ \ •liii \ \ I • \ \ ,,_,,, o j ; •/ •o ; ; ; ; _ SEE P SH 07B . \`\ \\\ I 1• , / ' I I • 1 \ rip 1 1 Nio. \ • \ \ I 1 • / ► 1 1 i I I I • \ \ 1 • ` \\ / / • I / Q\ I I 1 1, I `, \ I MIC ►A EL L. NIFONG & II 1• , ; I \\ `\ I I x T M. NIFONG I / I I I 1 , 1 \ \ ... I I3.17 PG 0234 I I 1 I I 0 i i 1 1 J \\ `\ O I I \SF° 1 \SF O I_,I . 1 I 1 I 1 I O I� / / ' \SF� 1 1 \ \ • I I I \ \ IQ / I I I ' \ \ \ • 1 I • . / ' I I ' ' ' 1 \SF' i 11 \\ —X� I , 1• • I I --1 I I I / I 1 \ X I I v/ I --— I 1 I 1 �' 1 -/ I �X--\ Z O I I Q�/ • i 1 ®I I., ,Cc , i \, \�, _ _ 2 1 I . ,, .; SITE 3 X�X , \`\ 1 �` / I 1 I�` ac. T�E:li.�•.' :'� I Ii — - 1. r' e ? 1 \ J E /• E E E t t t ESE \ kl �' p — 1 , �.-.o.�i!' �wim 1 0 ip • I 4 58 46J E I I SR /154 KERSEY VALLEY RD I �� N °4 I:11717:1;;;::". ."C).:';1"1.6A \/� , , „ ` 24'esr E e�EW � �\ 1 1 3' 33' 05.9" E U /rN �E + ~ \f\ —�\� 1 // CC / C ) C ) C EER 0114 � \ W e _ \ PROP SED GATE 'C —IE—/--E�E _ E— E F F C E E t E�E E '� E { E E E , E E E \ N� FENCE t EI� E E E \` // V) /../ d r tvQ I �e .\ ( / .. , ' • ' ' , I . � E---1_, �� —E E I Q 1 I � // / \S 'U I }"�}�}}�f I X Q JI X /1 1\ I / t../'3L,.J'D 00 * ( • L—o ° / m , / X X N , I �, 1\ / / NSF J \S N • Xo 'I IIo ------- 11 \ IL Li 1 Q / / . X Q �o --- 1 7.1 , / 0 I CO \( `° — 1 / / RAYMOND L. FIELDS SR. SHARON L. SPARING - ' / / DB 16951 PG 542 X —— 1 • 1 i EL . / / DB 2531PG 54 , ,'-'_—— 11 I / — —__ I / \ 1 / / X • X • ///' \�. \ s "' / X X X / / \\ \ • O.. • / / ♦ \ L . �--� • , / \ o ; SFo /,/, \ \ I KRISTIE LEIGH RODGERS • / , \ C \ DB 7782 PG 1506 cn /' \ TONY E. YAROROUGH, / / CITY OF HIGH POINT 1 STANTON E. YARBOROUGH /' � KERSEY VALLEY LANDFILL O I BEGIN CONSTRUCTION & RACHEL M. YARBOROUGH / , L / DB 2902 PG 910 DB • 3561 PG 2192 / /' TRACT 2 W .• S —Y2— POT STA.Aa 26 +00.00 `' '' F- I , ) I z GATE CONSTRUCTION ~ O ; / 1 1 END CON/ RUCTION '1 ID_ 1 —Y2 — POC STA. 29+52.70 . . . . . - —Y2— ,/P11 STA. 27+50.00 I�1 - / i I 0 MITIGABLE IMPACTS ZONE 1 ,'' ;' , L ' / , 1 1 ' / I I • ' / 1 I 7� / // 1 I / / 1 I 0 j / , , 1 '-0._Il, MITIGABLE IMPACTS ZONE 2 ; ,I' 4. o ;/ /' ; 0 . - / . , / / / • / / / / o� C / / , \.. 0 FOR -Y2- PROFILE, SEE SHEET NO. 10 I`o 0 ' i E PROJECT REFERENCE NO. SHEET NO. \ -) \ '� J KERSEY VALLEY RD. 07B 1 1 Y ))0k 7 ` I I BUFFER DRAWING RNd SHEET NO. ' ROADWAY DESIGN HYDRAULICS co 'CIDSHEET 5 OF 6 1 1 E ENGINEER ENGINEER 1 1 t 1 NI ____ ‘):77 ---------\_.--ZEn7--- 1 �� DO NOT USE ]FOR R%W ACQUISITION I i . < , I \ ."---„,,, 1 I 1 I I I I I I I , I I I DOCUMENT NOT CONSIDERED FINAL �� UNLESS ALL SIGNATURES COMPLETED 1 , I ,", 4700 FALLS OF NEUSE ROAD,SUITE 300 ' I m o f fa t t & n i c h o l RALEIOH.NORTH CAROLINA 27609 (9 191 78 1-4626 VOICE (919)78(-4869 FAX 1 NC License NO.: F-0105 1 \ 1 , I I I r I 10' 5' 0 10' 20' 1 1 11�11 iiiiii....._ � 1 C-1 \ II NAD 83 NA 2011 SCALE: 1" = 10' 1 _____ MITIGABLE IMPACTS ZONE 1 < , .. -) , \. .i. MITIGABLE IMPACTS ZONE 2 , , , , , , , I I I 1 I ( I E \I \ ____ I _____ 1 I •• SITE 3 1 , 1 5 ,, „i„,,,e,. ,,.. Rc p_ill ____ , .___ A A/ 'AP6-41111111411 "rgr"A7-- -1.1r- .‘ 7144°'‘'\ C /V,— ____ — -- — — rf,-tirA- ilregral,41,1111,LtAyAla A i-40'._.g, V o1 '� �1 -. ►6A-1.,�� vex- i�g �I��I�����_L - _.4 � r Ifs 1 �t ►�� - )j �� \\ \ Al �� \ 0 I •LC� o \ \ o LJ_ \ m - \ \ \ La 4 . ✓ \ DiQ) \\ \ L Q) \ \ C W \ \ L- 0 \\ \ m `\\ -----A• \ 01 ,, \ U \ \ L7 \\ co \ 0 C \ L \ L E \Li] • \C \ W E H H H _ _ \\ - w7 h h h Al 0 O 7 0 (IV, . , - -______( -84., ,,,,„,,,Nr LO tall) ,„,,,„,,Nr o, (n Al „ . 7 -,,,, „co \0 L / 71 \ _0 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size/Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ft2) (ft2) (ft2) ft2 (ft2) (ft2) (ft2) (ft2) 1 -L-26+76 to 27+99 LT Roadway Fill X 5128 4642 9770 2 -L-28+70 to 29+85 LT 1 Roadway Fill X 543 2225 2768 3 -Y2-30+32 to 30+44 LT I Ditch outlet X 492 336 828 TOTALS*: I 0 0 0 6163 7203 13366 0 0 NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 07/01/2020 GUILFORD KERSEY VALLEY ROAD Revised 2018 Feb SHEET 4 OF 4