20031370 Ver 1_COMPLETE FILE_20030114

vMCIQM&CREED
Page 1
November 3, 2003
X813-1 WETLANDS/ 401 GROUP

NOV 0 4 2003
Mr. Bob Zarzecki
DWQ - 401 Wetland Certification Unit
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
WATER QUALITY SECTION
RE: Johnston County Public Utilities Department
FY 03-04 Looping Lines Project
Dear Mr. Zarzecki:
M&C 00358-0105 (10/40)
The referenced project includes the construction of approximately 23,775 LF of 4", 6", and 8"
PVC SDR-21 /DI CL-350 water line, 60 LF of 8" bore and jack with 60 LF of 16" steel encasement
pipe, 400 LF of 10" HDPE butt-fused CL-200 SDR-9 water line installed by directional drill, and
associated appurtenances. The majority of this water line will be routed within Department of
Transportation right-of-way approximately five feet from the edge of the roadway pavement.
We have applied for a Nationwide Permit 12 from the US Army Corps of Engineers for the
proposed temporary impacts to waters of the US. The construction of the water line will be
handled in strict accordance with the Nationwide Permit 12 and will meet all requirements of the
Water Quality General Certification. All stream crossings will be perpendicular non-electric utility
crossings within construction corridors less than 40 feet. Therefore, it is our understanding that the
project does not require approval from DWQ for 401 Water Quality Certification or Neuse River
Riparian Buffer Rules under the NCDENR Division of Water Quality Administrative Code (T15A 02B,
0200).
A vicinity map for the proposed water line improvements is enclosed. Please call me at
[phone] if you have any questions or need additional information.
Sincerely,
M KIM & REED, P.A.
Aw. v_
Patrick S. Allen, El
Civil Designer
cc: Bryan F. Blake, PE
Timothy G. Broome, PE
Scott Mizelle, El
S A0358\0105\10-Comm\110303Zerzecki.doc
200 MACKENAN COURT, SUITE 200, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667
43 113 ONSTRUCTION NOTES 39 GENERAL C CAT10N. CONTRACTOR TO VERIFY SIZE, DEPTH,
f ,,....i7 , " 42 ~ ' ...w. UN OUND UTILIT1ES ARE APPROXIMATE LO „6 1. ALL DERG TIUTIES PRIOR TO THE START OF CONSTRUCTION. - ! ~ } v. TERM MIN. 48 HOURS PRIOR TO TH
, -ti i 17 171 i' 17 n3 ! z, LOCATION AND MATERIAL OF ALL EXISTING U E START OF 6 ' - t51• r CTOR SHALL CONTACT N.C. ONE CALL CEN
1' S3 \ I ,j 20 7a 1n 1 CONTRA 17 ~ 173 r, z" 4`• CONSTRUCTION (1-800-632-4949). N FROM INFORMATION
EEK RD. ~ ~ 176 ~ 17 03 . OUTH CR n 177 ~ no nD " nS7 174 CITIES INDICATED ON THE PLANS HAVE BEEN TAKE ~ , 2. THE UNDERGROUND UTl INFORMATION IS NOT INCLUSIVE OF ALL nS7 ~`:::.:.n3 120 2» RIOUS UTILITY OWNERS. THIS
70 004 ` . 17 1 03 ` ' ; E \ SR 1862 173 ~ z MADE AVAILABLE fROM THE VA CTOR IS ADVSED THAT ADDITIONAL
16 ESSEX LN 08 ' - , 17 'r ~ 2 UNDERGROUND UTILITIES AND CABLES. THE CONTRA PLEASE 4p \ 34 EXISTING EXIST WHICH ARE NOT SHOWN ON THE PLANS. , O BLES MAY
TYSON S COVE i,, , TW , I 4 LIB, 0 OE S ~ ° ~ ' ~ 173 4 ,2, UNDERGROUND UTILITIES AND ,9 AND CABLES COULD CONFLICT WITH THE WATER , 173 ' 45 ~ ' BE ADVISED THAT THE UNDERGROUND UTILITIES R TO REALIGN THE
' , SR 155,4,' o \ : / `1 5 BETT RD. COR ' , \ 5 ; f WN. THE OWNER WILL WORK WITH THE CONTRAC 4 - MAIN CONSTRUCTION AS S ` ° ~ 17 \ TS. THE OWNER WILL NOT CONSIDER
551" ~ ; 17 RALD PT. \ a4 EME C C7 ~ ORTH , • 17° ~ TER MAINS AND APPURTENANCES TO MINIMIZE CON UE TO THE PRESENCE OF CONFLICTING UTILITIES
I N . 42 22 g1 REQUEST FOR ADDITIONAL COMPENSA110N D 72° s 212 ~ 2,87 T SHOWN ON THE PLANS.
CIS ~ ) s OUGE CIR. \ 745 O 4s CABLES THAT ARE NO TOR SHALL MAINTAIN D.O.T. RIGHT-OF-WAYS ARE NOT INDICATED. CONTRAC DITCH TO BACK
OREHEAD DR: 4 'r, 1 25 ~ ~ ~ ;j ' ,9 45 .$1~a, 15, 110? 3. WHERE BACK OF , ~ ~ ~ S WITHIN THE N.C.D.O.T. MAINTAINED LIMITS (FROM , \ 0 n ,...~a ,sr,; CONSTRUCTION ACIIVITIE ' . i r' 159
'v ~ , SR 1541 ~ f . SS AN EASEMENT IS OBTAINED PRI R TO CONSTRUCTION. ~ r / OF DITCH UNLE ENTS WHILE 47 ~ ~ ! ~ ENROACHMENT AGREEM
DUP EE RD. i Ss, 2 15 155 ~ ~ % , 34 ONTRACTOR SHALL COMPLY WITH APPROVED N.C.D.O.T. 215 4. C sal ~ Y. t ,24 214., \ WORKING WITHIN THE N.C.D.O.T. RIGHT-OF-WA RT OF CONSTRUCTION.
` ~ 161} ~ ` 902 ,t i ./i 15 201 15 , 194 0 ~ ~ ~ TALL EROSION CONTROL MEASURES PRIOR TO THE STA s ~ 2 5. CONTRACTOR TO INS
g : ta, ~ 03 40 , 1903 03 ' D BUSINESS SMALL BE MAINTAINED AT ALL T1MES. 6. ACCESS TO EACH RESIDENCE AN
` 23 ~ • ii' X , E , 25 . , SS . , • E ' , , ~ WITH LIKE GRASSES IN RESIDENTIAL AREAS. ":.z, 7. ALL DISTURBED AREAS SHALL BE RESEEDED ~ '720 1z8 21` BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
i ` 1554 552 70 \ i r 3 , z1 ~ 8. TRAFFIC FLOW SHALL i 190 03 ' ~ ~ - ES SIGNS, ETC.
a`i i..;> 14 ~ ~ .190 0 ` 167 903 212`$, 34 ~ g, CONTRACTOR SHALL RESET ALL DISTURBED MAILS ~ YS ACCORDING oos 31 21 ALL LIKE GRAVEL, CONCRETE AND PAVED DRIVEWA
f ~ ~ • ' f , 10. CONTRACTOR SHALL REWORK :.Y1 2146 936 D10 TO THE SPECIFICATIONS. OR ANY DISRUPTIONS OF THE
C ALE: 1 = 2000 ' 158 1859'. i ' S7 OB 63 157 190 007 SC - I 1 1 5 ~ 684 19 \ ~ - ~ - ACTOR SHALL COORDINATE WITH JOHNSTON COUNTY 19 21 11. CONTR
15581 f' ~ 010 4 ~ 1 4 193 ' 36 ~ ' ~ 9 NORMAL OPERATION OF WATER SERVICE. ROAD DURING 2,2 z1 12 ` 214 INIMIZE PLACEMENT OF EXCAVA110N MATERIAL ON '
54 15 g ! 1904 , 5. 71r 904 1f f 25 t , 156 2564 , 12. CONTRACTOR 04 . ` 4e ALT WITH SAND PRIOR TO PLACEMENT OF EXCA
SCALE. 1 = 2000 _ ; , ~ , 10 ' sob 1 15 ' , ' 155 557 i 157 i'~ 9D1'"•`.190 / i ' 19 ,938 7J CONSTRUCTION. CONTRACTOR TO COVER ASPH ' ' 3 N PAVEMENT. ALL STREETS SHALL BE CLEANED DAILY. E sae z1 MATERIAL 0 PERSON AND AGENCIES TWO WEEKS PRIOR TO TH
~ . ` 155 574 i ~ ~ , 3s ~ 217 , ' 13. CONTRACTOR SHALL NOTIFY APPROPRIATE
5 ` 156 85 155 i 191 , a ? ` ~ ' : NNING OF CONSTRUCTION. ' i 1981 ' y 935 s f' 193 DIRECTOR OF ENGINEERING AND INFRASTRUC - ~ _
4i r ~ ! ~ 1 5 ~ 15 , : ` :2566 ~ 6 ; . i 13i ' ~ TY TIMOTHY G. BROOME, PE TELEPHONE N0. 989 5 ,s3 ' JOHNSTON COUN
169 ~ ; r ' 15 i \ 1 r .....~....~.t. , 15 ` 7 156 ~ a2 34 N THE UPHILL SIDE AWAY FROM ALL ROAD SIDE ~ ' , ~ 14: CONTRACTOR TO PLACE ALL SPOIL MATERIAL 0
4 { 526 i 1 ~ 3 571 Y ,4 s EKS AND WATER COURSES DURING CONSTRUCTION. 21 DITCHES, CRE ED RESEEDED, MULCHED AND TACK COAT
`152 r ,I \ ` . 28 152 1 A \ 912 ; s 14D u2 ' ~ 15. ALL DISTURBED DITCH LINES SHALL BE RESHAP s,2 3 ; _ 135 PLIED. D EXCEPT ON 1s3 _ _ . AP
1692 1680 • 6 2 79 40 526 t 576 81 1562 i 1 O7 ITE SIDE OF ROAD SHALL BE DRY BORE 1 2, 2 301 16. ALL WATER SERVICE CROSSINGS ON OPPOS
1. _a, 5 1a 1 27 j 01 15 83 15 7 1616 E SET IN THE FIELD AS DIRECTED BY THE COUN 7 1s1 ` GRAVEL OR SOIL ROADS. WATER SERVICES WILL B
i 25 ~ r' ' Sj ' 169 1698 1` ~ 4 ; ` / 1, Y ` ` . 133 213. '.23 GINEER. MCAO 3B ; AND THE EN AT LARGE CULVERTS (+30) UNTIL ,
~ ~ ~ ~ z, 0 9 3~. , ~ . , ~ ~ ~ r' , ` ~ 91 2 r ~ " 1 ' 153 i i 10 , 7. INSTALL SILT FENCE PERPENDICULAR TO WATER LI , 2 s3 1 T BILIZED. 191 ` ' •
\ ' ~ ~ 151 A, , • , , f 15 12 ~ 143 , \ ~ `d5 ^ . ~ • RIP-RAP IS INSTALLED OR GRASS a1 • AT OUTLET OF ALL DRIVEWAY PIPES AT AREAS
. i ` t~ 010 ~ ' \ 1 , " , 3J 1532 } ,..,C i t~ 14: 11.._1' 156 ~ • , : ~ ~ ~ , 23 2 18. INSTALL 10 LINEAR FEET OF STRAW W NE 240 DENUDED UNLESS OTHERWISE SHOWN. 23 ,4, a36 WHERE DITCH IS TED AND RODDED TO ADJACENT FITTINGS OR
~ J , `.i 3 ~ i ~ 330 513 i ~ 191 ;i 6 'Z..,°-~...... 3 23 23 19. ALL VALVES AND REDUCERS SHALL BE SUPPO
r ~ 1 1533 I 72 • 4 17 ~ 13 18 23 4 , THRUST COLLAR. 37 1 ,
153 ~ 163 \l \ r; 523 1010 1 77 2400 239 100' 1 1W1 4 33
150 534 63 157 1 15~5~ 0 16 517: 582 /
95 402 83 63 ~ 238 _.I y i' 28 ` r ' ~ ~ \ 2J r'
15 , „ 1509•, ~ r~l y' F~ • ; , C 66 ' ' 23 v' f( ~ 23 i % 2358 ~
' 1541 153 36 538 133 " 1582 t~ I i' 506 1 4 `I 23 % 59 ~ ~S 67 f ~ 1 A 80
, , , 54J . 15 ~ 8 505 157 , 3 ; 40 151 1 3 l 150 ` \q ! ' _ 1. 25 ~ r 368 21 , 21 20
1 i ~t \ ; ~1 ~ i \ ' \ 10 ~ 320 82 ~ 2J 2 20 .f ,
32 109 ' 4 841 19~ ~ j, 1 10 V JOl ~ - 95 2374 ~ l..`, \ ' ' i 232
15 2 ~ ~ i BU j• 138 i' 1508 ~ 1507 yi'\ ~ r; 501 i a'~ 24 , / 0 ~ , , ~ 2321 ,
~a " ~ 1 ~ i~ 1504 ..a! ± ~ , ~ , ~ 05 22
` 131 1 , t...< ~ s : , ` w i 1 1 i I , i ` 136 , . \ 2 23 , . Y 75 23 ..1 37 301 ;
i , , ' ~ ~ 150J , 1336 ` , ~ , ~ r,,.,-
i 132 i~~ ' 1533 , ' p1 , SR ~ ~ 01 \ 9 231 22 , 70 BUS 07 •i ~ j .....r
, , 132 ~ ~w... : , , ' MT. ~ 13 1321 ,w PLEASANT RD. ' r... 335 07 i~ Og 70 230 \ 231 ~ t" 234 ~ ' 310 313 ~ 19 'I 2407
` i 41 J ~ 319 J , 28 - i SR 1505
~ i~ 24 1 116 " ' t; 1 r r 30 37 , , , ~ 1J3 ! 6 312 ; ~ i 2 DICKINSON RD. l! 70
340 I 1 ,i , / fir... , 338 1 42 3 \ 13 1322 J3'...._.. r.' ' L ti I 31~ 23, 231 n 100
f , ~ SR 1504
SR 1531 ,3 'I ' ~ 11s JACKSON-KILO" ~D. ~ 131 J4 339 250 RD - z5s 317 I.. CRANTC+CI( , \ 519. ,r., , . 4 ` , , ,
1 27 ~ 1J 1 ~ 1 1 133 1JB5,. 3 e ; 1 2~ i 1$34 \ i / ; TOPEKA LN. , 12 ~ t 237
, _ r 1 • _ 13 ~ ~ e ~ , ` 1 a 231 ~ ~ ; 25 2S1 1 ~F~g . 2 , 57
, , , , \ 116 r 30 • 1 19 I 131 ~ ~ ~ ~ L.. 2~ , t
! ' f 514 251 25 3'Jf
1 , ~ \ \ 1 c ~ ~ 95 jz/ f ' . I ' 2 251 10 ` ( ~ i , 252 ~ 25 ,
.,.,.~,1 ' ~ , t \ „ o I. ~ ,..7., , , 251 i 25 ~ 5 2 70 30
1 1 65 1 49 ! ^ ' ~ ~ , ~ 130 511,: ~ 25 ,,2 \ 7 ' 519 54g ~ ~
~ 1308 162 r ~ 251 23 ' 2538
R 1538 f 50 148 98 1~ . i ` , ' ;
. s0 ; 13 1 68 18 ~ i.. , ~ i.-. -
r . , ~ , 37 . , 1181 ~ \ \ \ 5 43 e ' r. , , , ,
{ \ 53 ` 351 1 \ /j r i", ` , 252 72 , ii ti...
r ` ` 361 ~ , , , ~ 135 ; ~ ~ . J ` ; i 45 24 ......`r.. . •I .fir,;:,. ,
1355 ~ : ~ ,d , 05 • ` i, \ 176` . . r , -,:.3 ~ , , ,
54 i18J ~ , i 2 95 18 ' 16 .f , r ; \
~ 168 F 1 i 56 331 1 30 I ' , 4J \ 007 , ~ \ ri ) ` 253
L i ~ , , 116 115 , 1 1 11 B ~ j 30 • ~ 25
~ 50 1 ~ ' O 133 301 121 Y2 , ~ , , r , 25 529' '
a r ~ I - C ~ ~ is • . , ` ~ 122 18 ~ 117 , 11 ~ ' ' 254
, ~ 08 , f ` ' n sfi '...1 C _ i 7,,` 72
A LE: 1 - 2000 ,5 S 11 , , i , 171 _ 59 115... . ' , j r.~,; ( 54
, , 301 122T `.i., 8 115 ;I 359 , •,i D ` ~ t , 100 . 12 :..r, , `
12 09 i. 0 , , . i r~
13 ' ~ ~ 169 115 ~ 95 , 2: , i \ 9 \-`.c.......
I , - ' R , , • ~ 541
, . 51 1,; r,.; ' 1148 ~ . ; . , Si...• , S 117 115 ~ ~ 1 ' 1146 ~ ~
117 111 it ~i~ 0: ~ 154 165 \ l I,~'iY , 165 , ` ' / , ,
1 55 50 i t , ' ~ it ' 158 :r, ; , ~ , ~ ~ _
R 1338 2 }gib ~ , 1143 X118 149 123 , , , w i} ~ ~ - 123 ~ ~ ~ r j ,
' LASSITER POND R . r; J; / , • ~ 14 43,, ~ 143 ~ i'
' l ~ 71 74 1143 \ d......... _ MV ~ 179, 4J
1143 ~ 144 ~ 43 114 ~ ~ ~ ~ , .r~: ~r~
\ I •':r._../ 114 ` / 1188 137 d 4 r: I ( , 14s SR R 1339 ® \ i , 98 - ~ ' , 009 t ~ ~ '
~ , SASSAF~IXA RD. , SEDGEWOOq RD. ~ 121 ~ j 165 'r 1 67 1200 l.:;> a it
no i ~i4 ~ ~ ~ 1144 \ ~ i it ~3 ~ I :
105 1 ~ `1....,\ r 3 SR 133$ E ~ . 1 . ' 1198 , r• • ~ r..,,M...,..°. J
LASSITEfk\RD, i 44 \ , _ , ....r'.._..\ ~
S'~t-,1334 w j~ ~ , ~l ~ _ L. ' c.. ~ . , ;1199
KING+MILL RD. ` ~ ~ ..r ' ~ 199 i 1009 ~ 197,% i~
1 p5. 142 113 ~ ~ ` 11 B5; ii i' 1t 97
• 111 ,12 r I> i 11 \ ~ ~ .j't OB 1 ~1 r~ ~ p ' I 1 , , ! !
10 ~ 1194 \
109 • 11 1137 107 \ • 138 1137 ~ ` ,t ,51"., 125 113 j ~`E 96 r' I _
11J8 \ , ' 9
• 105....1 i 1 3B ~ 136 11: 100 ~ 111 1 15 113 ,....111 ' • g0, 189
1114 `:;112 fll 11 \ „ I ,8B
1101 1 , 111 113 ' ~ ~ 3~ . ' AP M INI , VIC . ,
1 12 ~ 111 11 ~ ' P ~ 111 1132 ' 113 R ....1' ~ > YkC FlLE NUMBER
1111; 111 91 f 1221' 4\ u J 9, ALE: 1 = 7000 Ate; JUNE 2003 SCALE ,9 SC D ' G002 ;
SCALE: 1 = 2000 MCE PROJ, 035801058 '
SEAL NINIp~ RT HORIZONTAL: ~,sER DRAWN AS SHOWN
AR C 0~ DESIGNED RT
o' ~ • ti CLW VERTICAL: CHECKED
_ _ . ece NA
00 MacKenan Court, Suite 200 S ~ LOOPING AND SMALL WATER IPROd. M4K. ova, ~
' 150 2Cary, North Carolina 27511
1 Phone: [phone], Fax. [phone] qty,; N4c~.. ~ VICINITY AND SHEET MAP r S: 1 MAIN EXTENSIONS FY03-04
' 1( ~ti•~' Q' AA0002667 EB0006691
9r ~
i RENSED PER OWNER'S COMMENTS OCT.
REKN0. A>E www.mckimcreed.com DESCPoP110NS D