20090274 Ver 1_More Info Received_20090420

McDAVIDAsSOCUTES, INC.
INC. Engineers • Planners • Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone] • Fax [phone] [phone] • Fax [phone]
E-mail: [e-mail] E-mail: [e-mail]
3714 N. Main Street • P.O. Drawer 49 Q - a 109 E. Walnut Street • P.O. Box 1776
Farmville, NC 27828 1 Goldsboro, NC 27533
April 16, 2009
Ms. Amy Chapman
Division of Water Quality
401 Oversight/Express Review Permitting Unit
2321 Crabtree Blvd.
Raleigh, NC 27604
SUBJECT: Contract No. 69 - Water Lines, Goldsboro ?,
UT to Neuse River
[030412, 27-(56), C, NSW]`
Northwestern Wayne Sanitary District n'?K b is u
Wayne County, NC r MA, KA,TER Q
L l?i. jAL
Dear Ms. Chapman:
The following items (5 copies each) are provided in response to your letter dated April 2, 2009:
1. USGS map with proposed water lines illustrated.
2. SCS map with proposed water lines illustrated.
3. Plan Sheets 2, 3 and 4 revised to eliminate construction impacts within Zones 1 and 2.
Zone 1 has been highlighted on the plan sheets in pink. There are no construction impacts
within Zone 1 since all construction within Zone 1 is via directional bores. It is also
believed there are no future impacts since all construction is within NCDOT rights-of-way
that are already being maintained by NCDOT. Zone 2 has been highlighted on the plan
sheets in yellow. There are no construction impacts within Zone 2 since all work within
Zone 2 will be via directional bores. It is also believed there are no future impacts since all
construction is within NCDOT rights-of-way that are already being maintained by
NCDOT.
4. The proposed water line will increase water pressures in an area already provided potable
water services. The proposed work is not intended to serve any new development but
rather to improve the existing water supply. Inasmuch as the project has no projected
significant secondary impacts it is believed completion of the "qualitative indirect and
cumulative impact analysis" is not necessary.
5. The project plans have been revised to eliminate the 3,750 sq. ft. of Zone 2 construction
impacts previously indicated on the PCN form. Five copies of page 7 of the PCN form
revised to indicate no Zone 2 impacts are attached.
\\G-P(' l \D 1005\FrL\2009 I 090416
N W WSD-CN69-WL-DWQ-PMT-LT'R.doc

Your review and approval will be appreciated. If you believe a "no practical alternatives"
authorization is not required since there are no buffer construction impacts please provide a letter
indicating such. If you have any questions concerning this, please do not hesitate to contact me.
Sincerely,
McDAVID ASSOCIATES, INC.
I - Fj? &?L V s
F. Tyndall Lewis, P.E.
Goldsboro Office
FTL:
Attachments
cc: Lauren Witherspoon, DWQ Raleigh Regional Office (w/attach)
Eddie Coltrain (w/o attach)
\\G-PC 1 \D 1005\}TL\2009
NWWSD-CN69-Wl, DWQ-PMT-I,TR.doc
M k90416
INC
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason for Buffer Zone 1 impact Zone 2 impact
Permanent (P) impact Stream name mitigation (square feet) (square feet)
or Temporary required?
(T)
B1 ? P ® T Water Line
Construction UT to Little River ® Nos 0 0
62 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 0 0
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Proposed water line was moved to the opposite side of the road to mitigate impacts within buffer zone.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Conscientious installation methods will be utilized during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this project? ? Payment to in-lieu fee program
? Perrnittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type --7 -Qua
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version

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EXISTING ~
~ 6~~PVC-SDR 2f-200PS1 Water Line NCSR 1002 i
\ i J EXISTING
EXISTING 8"PUC-SDR21-200PS1 I 6"VALVE_ WATER LINE 15.5 tLF~ NC 581 ~ ` 158.5 !LF INT. 100:/381
` EXISTING Remove Existing 8"Plug 7o Tie-In
~ ~ ` ~ Box 299 32 LF IO~~Drybore With IO~~Steel Casing w~ ~ I t36 Min. Thickness 0.188'~And 6~~PVC- ENTRANCE TO
~ SDR 21-200PS1 Water Line EDGEBROOK ESTATES
•P~, ~ rn I Ea. 6~~x6~~Tee,Dl
\ 2 Eq, 6~~- 45° Bend, DI BARNES ~
~ I Ea 8~~X6~~Reducer,Dl MAE z ~ ~ , EDWARDS o , ,
~ o~ I Ea. 6~~Gote Valve 8 Box _ ; ~ ~oo~ cN I Eq. 6"-221/2 Bend, DI I EDGEBROOK DR{VE I
~i ~ p,g4'et I Eq. 6"-IIf1/4° Bend, D! td
~ nv~ < / 2459 PIKEVILLE - TEt ~ p zs P PRINCETON ROAD AMY HAYES ~ ~ II
~ Q vtro ~NcP Nlka~~y7lC` 24.oT { V 2891 P~EVILLE- EXISTING
~ ~yNQt~ cR~~'~ Debrq Ygfes M PRWCE'ION RD• EXISTING 2 Ea. 6" Gate Volve & Box I c ra~yE
1 ~ N'<a, r4F 2451 Pikeville-Princeton Rd. 2455PIKEVILLE- I ~ ~H'"~';,, 5t88 PRINCETON ROAD 2~i3 IXISTING 13.5 ~ ~ v Sh w 2 2,581 P1ICEVYLI.E-PRINCE"fDN P.S;. 6' VALVE 3 'I: f t TriAA~t TO ~ _
EXISTING ~ A TC'p 8"PVC-SDR 21-200 P81 ~ 1 rtiig +9.6 !:F lL NC'SH 1002 ~ ~ 9k 'K ES'ta7tS D CONCRETE ^3.5 4LF ~ ENTRANCE TO
WATER LINE 1 / IXIS ING \ (y 4RtA 1064 Larry Overmon T4 1 ~ - I W ~ 2461 Pikeville-Princeton Rd. PNO~ 2H~'' CONCfitTe: DRIVE EDGE 9RCCK ESTATES 26470 ~ - _ pr~~~ CONCAE'~E DRNE ? lD;.'. U I ._--W- 1-
I r 1 6" VAL4'F_ \ 14 F~NC,SH ICG2 7534391 7f EN~R ~ 1 q~i •LF ~ kNT. ICa2/581 40 22 ~ R~ v A ~0 ~ 0
~ \ \ 526 R ,OG 1 O ~ P~~bµ~~'~PR OµCREIE O 'f' ---`c~, t2~' RCP 28.04 m
I ~ E~ R P~ NC ROUTE 581 \ a'~~e G ~ ENE sP~ NN ~ EO P ~ P PV1P~~ 256 EXISTING c Qawe 12 R~~3'""" _ _ - - ~ W ' Rip -Rap / Gra ve I F i Ite r "a~~ _ N - - ~ - o
\ F 3sa42a4a EXISTING \ GNgy 6~~PVC-SDR 21-200 PSI Water Line Check Dams / /J ~ W DIR BCOTONAL o
\ dNry~ G 5 Mln. From Edge Of Asphalt 1 1 ' ~ ' _ _ PROPOSED 1/ I EA 12" X 6" TEE
PROPOSED a~~FC 1 2 A 12" 45° BEND DL ~ 1 ~ E 1 ~ I EA 6" GATE VALVE $ BOX ~
2 EA L2" 90° BEND. Dl c;,,," 60~R W to'ng' It32 ~ Rd. qr0 I EA FIRE HYDRANT 20. p5P';1P
45 LF 20" DRYBORE WITH 20" S7~EEL Vacant ` ° ` ' ` ~ ~ - Frlncet°° ~9 15,6 Tele. i Rood ~ , ,2 Tele. '
'os~ zs~ 511p1kevi1lePgndYHare 25 / o CASING, MINIMUM THICKNESS 0. 250", 4124 aNCOa~ \ 2 George13+92 6 1 / I " j p~inoeto~ , o~ ~~j0
a„ F S z' AND 12" PVC WATER LINE GN ~ gcgni ,I~~e. ~ ~~e~11~e ~ ~ Wp~cs'~p/\ ~a~~~~
~~c /sr a' Barns oNNet \ aF 44S ~ 53369 ~ / Ted ~P wqr c 1 EA 12" x 8" REDUCER £ ~ \ ~ H"~° ~~T 40 ~
PR 3 F.H. ~ ~ Cy rH 370 E~- , ~i ~ PC4 / ~4NF e" s I EA 8" X B" TAPPING SLEEVE & VALV c A u sac ao753 ~gW v ~ p ~ v2 ~ VALVE ~ ~ PROPOSED
I 39542843 N4y~. " GRPV~ 8' f`" ~ 3' 6° Dppi l pR~1E LR \ k~ V~' VALVE ~ I2" PVC, SDR ^r_I, 20O PSI VdA~~ ER LINE ';Ra~E +e,ea 5' N1INIMUNi FROM EDGE OF PAVEMENT
24 ~ W!~ 0 LL5 ~ r7/ ~ „ RGP ~ ~OR1~6 2j, / ~ NC 581 4t 750 ~ ~ ~G \2.O~P~ ORS 24" RCP GRAIN
~S' VALVE ~ _IZi ~ v~ ~ 1407533621 '4075-33621 PROPOSED
8' 6148 Non ~ ~ W - - * VALVE y ,2 , 2450 Pikeville -Princeton Rd. ~z„ 2 EA RIP-RAP GRAVEL FILTER
,a / ^N \ 1et / 44i Franklin Dwayne Nichols 771 Rcp a a CHECK DAMS
V ,,39~4284_~ ~ IOt24 f7t52
Negf Price 2540 Pikeville - Princetor 26'A3PtiALT I 12"RC' P - e \ ~ - ~keville - Pr+nceton Rd. ',Nayi+~ s~
\ 2460 Pikeville-Princeton Rd. ~rHEaown,,.L w,~eaaNau_s ~ Wayl; ; 10' t.~. iD' ev. x a m, A r--------~ 66~Asph.DCl~
A ~ 1395428451 12t08 11 ~f II
ns~ ~1 ~ ~ Z 1 1
~ NcsR 1002 ~ ~ ~ti PROPD.,ED
C ~ ~ i 1 ' T I - ~ `'I Dirf Path i 2" PVC. SDR ~ 4, ..0~ PS~ NA.ER JNc I I t20 1 F 5' MiNI+i~9Uf~,1 rROiJ+ EDGE OF PAVEMENT I
Pike Crossroads I I Penteccstal Holiness I I
Church
' Chock Genir i Pgstor) ~ y
\ ~
? 25t3G 22148 Chicken Opp,ration
730 ~ - - - - ' - - - - - - - - - - - - - - - - - - - - ~ - - - - - Larry Sasser
12t36 2502 BPikeville-Princeton Rd.
Willie Waters (0 )
2502 Pikeville-Princeton Rd. -
'?53367'.
NCSR 13
33
STING (Old Kenly Road) EXI
4°PVC-SDR 21-200 PS1 ~ ~ ExISnNG Water Line V ~ HYDRANT vALVE EXISTING HYDRANT VALVE
~ EXI8TIN0 27.6!LF ~ NOSR!0b DRYBORE' U _LF ~,!NT.IOU2%1331 '7.5!LF ~ NCSR!OFi<" CF ~ !NT. IOU%(%1333 NW
V AG 70 !tF ~ INT. 1002/i333 SE ~ '-6 !LF F. H, \ ~
I I EXISTING ?°_VALVE _ i4.f; t ~ ~ NCSR !333 EXISTING 6" VAUiE
,.j 141 ~Lr ~ INT. f333/10:i2 St ~ A 23tLF~~NCSR!002 ~'.f ~ InrT. !0);'.'!3331d4v EXISTING
45.8 ~ ~ ~ ` ~ BAflN
ExlsriNC ~oa~E ~ 6" VAL/E _ ~ 6~ . ExISTING - 6~~PVC-SDR 21 -200 PSI Water Line oRVeoRE 5~ Min. From Edge Ot Asphalt ~ NT IU02/ 333 nr~
Ib.S!LF~SR 1002 - ~ _ . _ 93 !LF ~i INTJ062/f333 SE ~\~.-45t2a - _ ~ iJil 9EHI~tp 01T~J
~ - ~ ~~.=45137 w--- _ H THrs HRFa
20Asphci~ ~ ~ o'; ' /
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~ / w , °ROPOSEu 0 ~ , ~ i i T ` i' ~ ~ 1 EA l2" CsA~ E VAN/~ ~ ~0~ Pe., i - Ex>STING _ n Rood A u ~ 1EXISTING DRIVE . 7ele. - _ Si ~ ~~aa{~~1d 7Z~f8 ~y ~ a
~ 6~ BOX i 3 ~ F ~ 4 ?A ~ -'--'W/L INSTAi cii ~ d. ~ie~ F ~ ,ICSR 1333 F ! H i~ 4F ~A~ICcq !1z3 fIS£R ~~~a... ? 4~r`"<~'~,~lw~,m~~ pL1:l a
+iF hT, 333%'002 _ UNDE6 RCS uriaiN IF~ ' ~ I~ TING~ / ~ / LOS` ~ A ~ h T I33 00<" fJW OPTIC s~
Rip-Ra ravel Fil er U 30 ~ ~ v a6.ea as.ea P~ o$£c ~ PPP ~i„33 t,,~~ ~ ~~4 ,esTATION Pea. a
Che~k Dan ~ ~ ~ i + ~ ~ ~ suesTATION ~ / EXISTING 3~-5 ~ \ \ O~Np.~1HTERdU~t~' ~
PV 39 Lr 10~~ Drybore With IO~~Steel Casin EXISTING ~ ~0~ g 1;'~~'G"~;r!Q AI`!O wiYJ"~9'v$"?~F, ~i'lJlgl~. 41+84
~i~* ~ ~ G~ Min. ?hickness 0.188~~And 6~~PVC ~ 6~~PVC-SDR 21-200PS1 Water Line ~ p\R~'ppR~ SDR 21-20CPSI Water Line S S ~ ~ \ A®ANDONED Nd7U5E
5 Min. From Edge Ofi Asphalf ~ ~ Z ~ FT C STREAM AND ~ ~ i ~ 30.5 f Ea. 6 x 6'~Tee, D I BUFFER ZONES PROPOSED
I AND 2 i Q NE I, 2 ~o. 6"-45° Bend, D( ~ Z01 I E ° ~ ~ ~ 12" PVC, 5DR 24, r00 PSt WAT"ER LIME ~b~~ EXISTING ~ 5' MINIMUM ('ROM'c~GE OF PAVEMENT ~
~p O.30 a.6 90 Bend,Dl NO GROUND DISTURBANCE ~ , ~e / ti`1 ~ 3 Ea. 6~~Gcte Valve Ei 9ox SHALL BE ALLOWED WITHIN \ 4~~PVC-SDR 21-200PS1 ``ttnmr~rra~ ~y, ea``IS~~~CA~fbi ~
/ e ~ 39172 O_g0 FT I Ea. Fire Hydrant,4/2~~ BUFFER ZONES I AND 2 ~ Water Line a~`~'~ Pss~~~p+'°~o~ s~eQ~`` R~(~~~. d ® I ~ Q °°°e°e°° ~I
~ 3Q"RGP DRAIN ~ % 'eke I' { Gic oo~ d°~~~,'~,p°OR°•,rtCcr°®od ~e` ~i •®~,pEESS1GN°%9 ~P,- a Q s m °°°Q •Q~°o
60~R/W ~ ~Q 3 ~ PV PROPOSED ° D ~ ~ ? SEAL °t
~ p O'(~O~ SCS STREAM AND PROPOSED 2 EA I2" 45 BEND, DI / ~ ~Z Tei , E ORS BUFFER ZONES 410 LF STREAM CROSSING WITH 302 LF 16 HDPE, IPS S~A~ ~ ' 45° BEND, DI ~ ; ° A 197.2 = ~ + ~ e® 1469 f ~a ;
10 p 0 ~ T Y RIZONTAL 115 LF 20" DRYBOR COPS ~ I AND 2 SDR 9, _00 P51 WA ER LINE INSTALLED 6 HO _ E WJTI DRYBORE WJTN 20" STEEL CASING, MIN. THICKNESS gyp,, i~.® i 9~'°°°°FryGINE~~®®°°°~
1vG PEu EPS DIRECTIONAL DRILLING AND 109 LF 12" DIP, CLASS 350, 0. 200" AND 12" PVC WA ~o~ NO GROUND DISTURBANCE MJ WATER LINE WITH GRIP RINGS INSTALLED VIA OPEN CUT I, aND 12" PVC WATER LINES ® e~ °
CP ~ ~ SHALL BE ALLOWED 'vV;THIN TOP OF PROPOSED WATER LINE SHALL BE A MINIMUM OF 10' 6ELOW 2 EA 12" 222 BEND, lll 22z° BEND, lll ~ ItL~ ~~4`°® I°ai ,~NDAL1" ~~r
Z R E EXISTING ~ x ~ P\~6 M BUFFER ZONES I ANU 2 RCP DRAIN INVERTS 60 L F Ditch Crossing With 6~~DIP, ~ ° 2 EA 12" GATE VALVE 8 BOX ~IB®~8lIE6t~114 !P®rej71d1l96®6!®~16 '
350 PSI, Boltless Restrained Joint ~ PROPOSED
~E~ 12" PVC, SDR 21, 200 PSI WATER Lli~i£ Provide Rip-Rap On Slde Slopes / V~ a ~p~NE ~ 5' hgIN4MUM rkOkrl E;?GE OF PAVEMENT REVISIONS
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o,~o ~ C~~OE NCSR 1002 - PIKEVILLE-PRINCETON ROAD
d . 4~:,
'b,~ ~ ; ~ CONTRACT N0.69 - UVATER DISTRIBUTION LINES
T~ ~ ~o~se PROPOSE[) ti 2008 RURAL CENTER PROJECT
s-,6°crxP 410 STRv=AV1 CROSSING ~I~1T.{ 302 " i6" ~-+DPT ,PS, SDR 9, ?_OG FSI ~ I'±;,~c Wa' E~: !_.IfVE 1NS`'~A'~_~_EU f9Y'riOR,ZOf~1'iA~- 17[RECP'VONAt_ DR,LLsNG AND
F i08 L~ ;3iP, C!_ASS 350, CUJ VHATE~R LINT 1NiTH uRIP RINGS ~'p, iNSTAi_LEi7 V(4 OPEN C',1T NORTHUVESTERN VUAYNE SANITARY DISTRICT
o 0 USGS BLUE 'TOP O PROPOSCH) WlATER LINE SNAL"_ BE A Mi.NIMUM of 10'
LINE STREAM BELOW CMP i)R,,>fN INVERTS WAYNE COUNTY NORTH CAROLINA
AND BUFFER
° ZONES I AND 2 EA i2" GAME VALVE. & BOX 0
NO GROUND DISTURBANCE SHALL BE ALLOWED c I I TES , I .
WITHIN BUFFER ZONES I AND 2 Engineers e Planners9Land Surveyors
s Formville, N.C ® Goldsboro, N.C. INC.
`J
m, DWG BY TAL / mrl -SCALE 1" = 100' DATE JANUARY 16, 2009 SHEET 2 OF 7

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NCSR 1234
~,y~ ~ ~ (Cape's Bridge Road )
I4~p)533E8~'~.. Fitch { Kel~neth Earl Sn~iin { ~ DRAINAGE DITCH
Milford J. Sasser C.G. Fitch e ~ 2959 Pikeville-Princeton Rd. 2925 Pikeville -Princeton Rd. o.~ Ile-Princeton Rd. ~ ~ 60~ R/W (NOT A USGS 3021 Plk 83t16Princeton Rd.
68t12 72176 t 76 OR SCS STREAM)
45C IXISTING tIB ~ 0RY8 R_E WlLINSTALLEv" „w 45C IX15TING 2Q ASPhaIfIX15TIN6 EXISTING AROUNp RCP pRAIN 111
- 7BlLF~ INT ORYB RE_ 4 VALVE 7B!LF~ INT, ~ ~ ~ Ri RO I GflAVEL -
EXISTING w/LINSTALLEJ GRAVEL GRAVEL GPAt<EL 1002/1234 6~~ PV C -SDR 21- 200 PS I Water L i nc 60~ R/W alto IvD rcc aeA~v aRNE EXISTING aP~vE aPoVe wozilz3a «I ~a:cr~v sn 34 P- p/Gravel Filter Check Dams pRly eHZ.z PAVEL IF I >>0.:1~3a ~ ~pRK.SHpP 4n 36=~i )PoV£ / \ I ~
m Ed e Of As halt ~ 5 Mln. fro g p Rip-Rap/Grovel Filter 2p~ Asphalt ~a~ o~a3ae~~ ~ ~3363~ / ~u•/L INS EC \ ARiUPIC f~,F D A'N W/L 6 VU dITC~ )N.-:i wRtA ~ ~ n
t Check Dams ELEC. Tele. / ~ W/L BEHIND DITCH THIS AREA
~ BOX l~ ~,f - J _ U1 Tele. - - - - _ - z ~ --=w-- - - _ ---W-- 2-- • nt' 12" RCP r - _ _i Z _
- 12"RCP 12" RCP Q - ~ ~ - NCSR 1002 (Pikeville -Princeton Roa - - ii i ~ _ II _'O-F'I'- W
w - - - ~ - - s~a~a---------- - - - - W o W - - W 12"RCP ~ - - - - _ ~ W El_EI m -1~- I~ fl6£R ZONE ~ - ~fIS1YNG
z W _ i J ~ F10ER F18fR fl8ffl .HYDRANT VALVE G VA ~F plggg BOX,, OPTIC D-30 FT OPTIC 35 !LF d Nd NCSR 1002 LF ~ w n ~ 2 pPT1C FARV O
FIBCR FIBER iele. OPTIC OP T~1C _ - - - FIBfR 12" RCP ~7ele. 12" RCA OPTIC PE>). U W/HEMWALL W/HEAAWALL OPTIC PED 67t62 i PEb 100!LF ~ 1N7. 1002/123q ~ _ ¢ Ih'T JUG. 'eJ4 77414 PN .PATH 80176 -PEU- N 2 1.5!~FF.H, 18'~RCPpRAIN DIRECTIONAL 18"RCP_ ~
~ OPTIC per. le"RCP GRAIN ~'1-y Q Pte' GRAVEL GRAVEL 2' ! G/C j PROPOSED I't c/c BORE USGS ' a' ± c/c Exist+r~c USGS STREAM AND tOpOSED BLUE LINE STREAM
~ EXISTING , DRNE DRNE B~M7 6"'~=~' l EN S2" GATE VAL} :A S2" GATE VAL\~`E 40 LF 10 ~Drybore With 10~ Steel Casing PROP05t-6 BUFFER ZONES I AND 2 - & 8'JX MinJhickness O.f88~~And 6~~PVC - 2 EA RIP-RAP GRAVEL FILTER
BARN PROP05ED ~ t.-r' , & 9'JX SDR 21-200 PSI Water Line CHECK DAPv1S PROPOSED
2 EA RIP-RAP GRAVEL FILTER CHECK DAMS I Ea. 6~~x 6~~ Tee, DI 750 LF STREAM CROSSING WITH 642LF 16" HDPE, IPS, SDR 9, 200 PSI WATER LINE INSTALLED BY HORIZONTAL ~
2 Ea. 6~~- 22 %2°Bend, Di DIRECTIONAL DRILLING AND 108 LF 12" DIP, CLASS 350,
58t68 wnusE MJ WATEA LINE WITH GRIP RINGS INSTALLED VIA OPEN CUT Ea 6~~-45°Bend,Dl PROPOSED TOP OF PROPOSED WATER LINE SHALL 8E A MINIMUM OF 10~
2842 P1K£VILL£- PRWCETON RD. 12" PVC, SDR 2t, 20G PSI WATER LINE BELOW RCP DRAIN INVERTS
PROPOSED 3 Ea. 6~~Gate Valve & Box 5' N91Nt~,1UM FC~OM EDGE OF PAVEMENT 2 EA 12" GATE VALVE 8 BOX
12" PVC, SDR 21, 200 PSI WA~Eft LINE' 5' MINIMUM Fft0iN EDGE OF PAVEMEI'~? I Ea. Fire Hydrant, 41/2~~ NO GROUND DISTURBANCE SHALL BE ALLOWED WITHIN 50 FT OF STREAM
x'.\)533.-, 66
~9T
)00 308 .'den, ~y
7., , f kN b/i, ~ .5.~) i,~ <,2
~~/r . 8 ~`°~r, ; /
1p Y~. / `Sx O
~ EXISTING ~ ? " P R 21-200 PSI Water Line ~ 6 VC-SD \ O~P~ ~
2 J 5' Min. From Edge Of Asphalt Road / 0
Z fit' ~a4P
V ~ V ~ ORh~ ~ f Q \ 1' ~ los / 7ele \ ~ ~ ,
~ ~~r, ?03O F \ ly o l i14t76
3p S o refR z ; OFT ppric ~ i2\ 3276 Pikeville-Princeton Rd.
~1, ~ Cp ~p ~ Rcy McKinney N!L INSTA'_LEU ~p
0 ~ RF~ro ~ ~ ` a~GU,,,e Rc>' pRAIN `SO ~ Ray Field
BpRENA( ~ r 15"RCP DR4SiN ~ / / pC~P
N \ ti rti'~c . CS' ` Nn~", r :-late EXISTING 2' t 6/C ~ p~~.
R ~ Greyo y ~ Q 3145 Pikeville-Princeton Rd. 2 Ea- 6~~ 6ate Valve 6, Box 112 t 96
~ ~ ~ ~ 97120 I Ea. 6~~ x 4'~ 7ee, C I 60'R/ \ BARN ~ Vacant
w ~ ~p. ~ i Ea. 4" vote Ualve B Box ykG~• 112 29 LF 8" Drybore Wiih 8"Steel ~ ~ ~ D P ~~P~~E ~ ~ Fv~~ p~
y~/C, Casing ,Min. 7hkn. 0.188"And EXISTING EXISTING
~0 4" PVC-SDR 21-200 PSI Water Line R PVC -SD ~ ~ r \ ~ .~,a3,~, r-6 ~n -6~~ PVC-SDR ZI-200 PSI Water Line ~
0 4S ~tOn FxISTINC ExuT1NG- 5 Min. From lDl~~~ ~ CONCR£f'E ~ ~ 27'A5C'S3A.(TR0;:u a~ n'~.:' 5~ Min. From Edge Of Aspholt Rood I• _ ;Rls R_ ~ ~ o~oti`, ~ SCS / d ~o~~ BLUE LINE STREAM /
Q~ ~ ~ DRNE _ 3' E.P. / _ - `s T~ AND BUFFER ZON'.S ory~c I AND 2
~ _a~ W - !a07~323ai
~ - - \ _ - - _ ~ ~ CSR I 0 ( IOO+OC a... - - W NCSR 1002--(Pikeville-Princeton Road) W f18£fl IIG W ` - - OPTIC
I A, RCP eflox£N~o P~• C.11pNP1' II I t 60
I a- W 12"RCP - - - - FIBER _ 1 EX{STING IXtSTING OPTIC GRAVEL. CpaJCfl£1E o1~~gOR~ I Befhea
aRNE GRAVEL JRYB rc~ ~ ~ a 1A'.'~c -'-f I PEa. GRAVEL RfVE C 29• ~ t : ~ - C ~ v,, i DRNE GRAVEL I I DIRT PATH V£ pRWE i IC5 148
~CRE?e^ _~~Si n.v E: ~e ~ I T 10HT1 '297 ~,,,g~ I Rosetta McKinney
- 40753~64.~~. ALC5 G 5C8 I( PROPOSED I I 12" PVC, 5DR 21, 200 PSI WATER LINE PROPOSED
~ BERRY MOBILE HOME PARK Ot95 ao) a I I 5' MINIMUM FROM EDGE OF PAVEMENT 410 LF STREAM CROSSING WITH 302 LF I6" HDPE, I'S ao7 I I SDR 9, 200 PSI WATER LINE INSTALLED BY HORIZONTAL
III 101 Berry Ridge Dr David Berry-Owner IC3t40 IC3t40 (I DIRECTIONAL DRILLING AND 10& LF 12" DIP, CLASS 350,
95tOC POSED 3128 Pikeville-Princeton Rd. {919) 734-5393 pavid Berry ( 0 Pft0 David Berry (0) MJ WATER LINE WITH GRIP RINGS INSTALLED VIA OPI.N CUT
L2" PVC, SDR 21, 200 PSI WATER LINE Alex Aycock PROPOSED ~ X T 3i90 Pikeville-Prince 0 Pikeville-Princeton Rd. TOP OF PROPOSED WATER LINE SHALL BE A MINIMUv9 OF 10' BELOW RCP DRAIN INVERTS
5' MINIMUM FftON1 EDGE OF PAVEMENT EA 12" GATE VALVE & 80 I EA (2" X 6" TEE I n 2 EA 12" GATE VALVE 8 BOX
I EA 6" GATE VALVE 8 BOX I EA FIRE HYDRANT I t95 jc,K3?czl
103 Berry Ridge Dr.
I EXISTING 3 4~ PVC-SDR 21-200 PSI Water Line 506
15' Min. From Center Line Of Road 105148
Berry Ridge Dr. ~1 David Berry
l ASPHALT ~ a i l T 3208 Pikeville-Princeton Rd.
{I 510 ~ ~~~4 ~
1~ l 3t30
I~~'I ~ 10 5 Berry Ridge Dr. Il I~ ~
~1~~ 1 T
~.I I
s;
5 4tS 107 Berry Ridge Dr.
~I ,I ,~~~~e01 p,SSOCIq F~~~,, ~ 11111~~~l,
I r ~ ~Ue •2° b ° !D
I. h e~: SE11--AL ~ ~ : seAC
-,1 ~ I ~ t ~ 7469 a ° t ~ •,e w ~ ~ ,,~~yy ,y,
_ h L_- 6±00 I ° ° e
100 Berry Ridge Dr. I~r4 o t,`0e I~®,g`d'Bd'if ah~~',~®~`°+~
i' I I ii
T REVISIONS

Well ~ ~ 51[ Houee 7145 ? ; 7 t 2C
109 Berry Ridge Dr.

7 ~~I3
~ ~
8t10
102 Berry Ridge Dr. 7 NCSR 1002 - PIKEVILLE-PRINCETON ROAD
~ I I ° EXISTING F~, ~I~I a°vALVe 1 £ CONTRACT N0.69 -WATER DISTRIBUTION LINES
T r------..- ssrA.1o47s I I l 8 t~0 27 !LF ~ BERRY RIDGE DR. 76 R~~ E DR.
63a ~.i o•6 ~ ~ 7 !LF 8/C TEE I I Ili 8errq 2008 RURAL CENTER PRO
~ I Rrdge DP. G 9 t05 I EXISTIN
104 Berrv Ridae Dr- ~ I Ea. 4~~x 2 ~ Tee .PVC ~VQ NORTHWESTERN WAYNE SANITARY D#STRICT
1 Ea. 4 450 Bend, PVC d , PVC
I Ea. 4" Plug PVC WAYNE COUNTY NORTH CAROLINA
Ea. 4" Gate Valve a Box I Ea. 2" Golv. Blow-off Assembly a B ox w -off Assembly
e/0 VALVE - DUSTING c DAVID i TES , I e
34!LF 8 2 sLF B/0 34 !LF ~ BERRY RIDGE OR,
2?LF -129 8 - t 20 PLUG Engineers ®Planners ®Land Surveyors 2 ?LF B/0 TEE -
OgerN Ridce D INC _ Farmville, N C ® Goldsboro, N.C.
106 108 Berry T DWG. 6Y TAI / mrl SCALE i"= 100' DATE JANUARY 16, 2009 SHEET 3 OF F 7
4 lO t 75 3 F11Ridge Qr.
o - - - _ _ _

-

Vacan t
126t80 ' I

o ;
Lester B, Aycock, Jr.
3349 Pikeville-Princeton Rd 123t48
116 GRAVEL EXISTING
nfllvE 6~~PVC-SDR21-200 PSI Water Line 40753300 ~herles M)chael Aycock
GRavEL 5~Min. From Edge Of Asphalt Road. EXISTING DONE soo± 3429 EXISTING II
STA. I- 220 38 60 R/W ~ prele. \ Pikeville-Princeton exlstwc 6~PVC-SDR 21-200 PSI ,
23 t LF ~ NCSR 1002 ~ - EXISTIN,G = - - ~ ~ A ~ o~rl Polk Rood s" valve Water Line 1134tzo 135t20 s~'-F vas NCSR I~30 I 9. ~ F R 1330 -
EW _ I Ea. 6 Gate Valve F~ Box ~ - --Ew _ _ _ _ r'1 ~~SR.;z~`"TeR. so'R/w (Gurley D17iry Rood) ~ 0/109p
THIS AREA• - 2U' Aspahalt . ~.O H~IS7ING 3
IND DITCH _ " - ~ ~y ~ T~ r _ _ - - 8ok ' W/ BEH ~ L F331T ''e'RFNrN~AIvP 20Asphalt w 40T ~ CONCflfTE 3f ± lF• SR l33; -_.....ti BRN£ UCSR ~ f`'rER.
_ _ W _ I p N ~ ~ o O --_._E _ i i ~ 13~ ,
_ _ S _ ~ G Rav Lt _ W ~ - ~ ~ CRNE - _ ~ PI _ H ' Eklstlt~s o ' ~r,..'.'...~-_,-_~.- i-~ ~ - T. ,A,~ ~TE~P~?1C PfD. 264''-~~.
~ ~ _---EW _ GRavE~, --revlfle - prr _ I GRpVEI- D41;VE DR4~E 'RaIIEH „ nCC'10t7 ROQd - 9j 4 ~ NCSR root
r _ _ GRAVE _ J-..-,.__._. ~ NCS ~ INTER I _ 002/133 p
0 nflr~E _ 'H AVEL P1 VV ~Tele. ~ LITTLE RIVER BAyU DR
IV E GRAV FIRE DEPT. T I DONE pUMP STA710N
~ N0. 122 7 j GRavE?- GRavE~ t t W ,Rr:3~rhrFR~37D EXISTING
p DP,Nr ~~E 40753296 ~ DflV ~ I O ~ ~~,r ~ roc' 4~~PVC-SDR 2f-200 PSI Waterline
40753295 109 ~ 1 127f12 130f72 I29t00 Horold Richordson lssf3s sflavEV ~40r3e \ 5~ Min. From Edge Of Asphalt Road. 1 1 BflDXEW BflNf PROP
I0E ParrD ~ 40753301 3368 Pikeville- Princeton Rd. 3394 Pikeville-Prtnceton Rd. 117f 72 Box 338 1 (A5,°1-IgL7 40753319 OSEp ~ ~ PATH 114 VALVIE ~GB~~ g~~YBpRaFI gFR OPT1C ~
Betty S. $ Elbert 116108 Richardson ~ io7
PROP( 3284 Pikeville-Princeton Rd. 300 Pikevllle- PROPOSED ~ ~ Y37t40 kroo`iarFR ~e\ ,
12" PV rincefon Rd, 122176 C, Douglas Gurley David Peele 5 MIN 12" PVC, SDf2 ?_I, 200 P51 WATER LINE W ~ ~ Box 349 r33o ~ 5' MINIMUM rROM EDGE OF PAVEMENT ~ J.M. Sasser ~ 0 ~ \
T 3336 Pikeville-Prlncefon Rd.
PROPOSED ~ EXISTING ~ ~ a ~ ~ 29 LF8'~DryboreWithB~~SfeelCasing ~
C2" PVC, SDt~ ?t, 20G PS. VV,~~ER LINE 129168 U7t72 5' MINIMUIN rRGM EDGE OF PAVEMENT ~ Vacant Min. Thickness 0.188~~And 4"PVC- D'2av ~
Box 342 aeaunoNEo n3 SDR21-200 PSI Water Line oflrv~( ~ I Ea.6 z4~~7ee,Dl 4p>
Vacant 137140 63a1y ~ ~ 3438 Pikeville-Princeton Rd.
6y4 Cr Camille F. Peele F ~
ENTRANCE TO r ?`^'1,.ti 407533!6 3g9s ed 6 PROPOSED
CAROL'4N R{LGE PROPOSED 30 LF B" DRYS 30 LF 8" DRYBpRE WITH 8" STEEL CASING, MINIMUM
THICKNESS 0. I THICKNESS 0. 188" AND 4,. 'ne~r~(e ~R~c~lo , PVC WATER LINE Re.
BEC ~ I RE KETT MovE ExlsTl. REMOVE EXISTING PLUG, TAPPED 2"
p~wE ANp TiE INTO E AND TiE INTO EXISTING 4" PVC VdATER LINE
ASPHALT f EA 4" 90^ BED f EA 4" 90" ESEND, DI
1 EA IZ^ X q" TE 1 EA 12^ X q° TEE ' F~a
I ~s~.35 ~:~a
i 182~50 ~'i S~;~1iJ~ - 18; ~a. !ss!:r
- ~ e 1 ~.i~ du' lip dE~!V r i 6~ I ~ _ r
2?z $END, DI w "flc ------E~~____ ~ _ NCS= 2 ~ Pikeville-Princeton Road J
z - J _
_ '9V - U _
q _ 12"
`tXISTIPIt: I Etl 4 W - _ - _
t Ea ~ (,~~~Uv'i TQt'p C.A F~ 2° t+c
~I ~'ir !N VALV- ~ GRAVEL E. PRUPO5ED _ --------------__11 caavEL I?'~ PVC, SpR 'I, ~ PROPOSED ._,JJ PSI WATER LINE fang I EA 12" GATE VALVE
nflme vacant Df1NE 5' Mlni~r~iUM ~-ROr~ c-iJGE OF PAVEMENT PATh WAYNE & EIOX
COUNTY ~ JOHNSTON I EA 12" PLUG I COUNTY 1 EA ;"IRE F{~;DRANT
l EA 6" GATE VALVE g gDX COUNTY I EA !2" X G° 7EE
Ronald Pittmcn LINE
3601 Pikeville-Princeton Rd. I89~85
158132
29' EXISTING ?6° PVE~' 4"VALVE 20ASphalt lsphalt ~ EXISTING
Pllkington 82 6uRNE STA.+L9.02NCSR1002 ?~33 15.5 _ r ¢ ~ 328 LF CREEK CROSSING WITH 220 LF 6" NDPE, ~ ~ IPS, SDR 9, 200 PSI WATER LINE INSTALLED
4 Pikeville-Princeton Rd. a0 ~ _ _ _ 358., va - EW - ~ o`'?, ~ ~ BY HORIZONTAL DIRECTIONAL DRILLING AND WIaKEi= IE~D
I56f44 5(1NG VE R,L,p220 t GDFtVE .~t--- Ex~„ NPt, ~ NGS RpV E a { ~F 1NtER ~ oRN _ ~ ~ ~ ~ ~ o ~ 108 LF 4" DIP, CL 350 WATER LINE INSTALLED ~ ~FZIVE (ASPHALT ~ ~ ~ ~ ~ N ~ BY OPEN-CUT ~ ~ CARpRANCE TO
-('(~P~ ~ GRAVE' ?B ~ ~0p2f' „R - P~ P• v~~ ~ sR / ~2 - ~ o~P~~ VPµ~ `r ofl G~~6 tJ0 / VN ''1- _ ~ ~ ~ ' ~ j ~ ~ N RlpGf ~ _ i `r,--_ ) ~ 60
33~z a ~~SP K ~ E
o , P~ ~o" ~~5 ~p>,`I SR ~ E~ GRav ~ p •CCe 4 NO R S1N~ ~ GRNV~' yiitiE W,i'~ _ A ~ Riw ~ ) , / `~FW 3
,P~~ ~ ~F N~ pR X15 ORE SER. DRN'- `~v,ti~~e 13 LF~ ~~Dp flRYBF ~I j0~~ ~ ~ 1 !10.86
P'ke ~°4 v,06z0`~ 25 sR X00 ~ ~e t R ~d3~~ ~e ~J'~ ~,kn ~ ~ o
R~ C 6 ~ Ncs bo ~o- 3612 Pikevile- E.e e ~d i ~ ~~NO„ 0~9, M~ 2 Q~~LE~~~DV,o / AcQ ~ 1 E%~~SV~ 8O05,n9~0,S0 ISLE Princeton Rd.
35x9 = / ~E R. A ~9, 5,ee1 A P dine ox . o 1 ;85124 N ~ ~i~,~
a vP oAN~ ~ ~ 6 ISa & NloRe~ we E` ~ 5., t 72 i / v ~ T 0" Q`'l„ to vp ~ f 0 0 „ e 3-48' RCP DRAINS \,-18' flC~- ~ W/CONCRETE HEADWALLS ~ \ ~
R t~ 0 G e / D,a. ~F 2 A ~ 4~±6ROUND COVER EXISTING ~ ~
~/rP ~ % 22~~' ~ R~~~ ~ 3 ~0~ a~ ~ A ;2 Py 1 P~ G. aGS ~ USGS/SCS 4" PVC, SDR 21, 200 PSI WATER LINE
60~R/W j ~ Od T !56144 ~ / T BLUE LINE 5' MINIMUM FROM EDGE OF PAVEMENT !ss 95~ ~ ~ 5T A EAM flgf U
. e~°~ ~ RP~~ ~ \ ~ ~ GRPr,E ~~~~~E ~ PsoPOSEU E P~ of ~ JS~~ pvTlc ~
e1 ~ / ~ T 155tU8 3596 PIKEVIL~~- PVC, SUt~ ?'s, 2(i0 'C, SUt~ ?'s, 200 t-S! WA1~ER !_INE PROP05ED
9 nd ' ~ ~ J~~~O Tel ~ ~ ~ A; 156144 PRluc~rau ae. u' ~A'dti1N1UIVl t't2UDi1 EDC ~,in 8 P tie ER t v iN1UIVl 'RUDil EDGE- 0!= i~AvEMENT 442 Lr STREAM CROSS1r1G WITH 334 LF 16" NDPE, IPS SDR 9, 2G 0 PSi WATER LINE lNCiTALLED fIY NORIZGNT.AL PROPOSED
e vN 0 ~9 ~te~ EXISTING ~ ~ P ~F~ ~ j ~ ~ 0 1 4~PVC-SDR2I-200PS1 Water Line i` . v env . , X16, rib p5 ~ ~p~, % ( ~ D1ftECT10NAl_ DR{L4_iNG AND lU8 LF 12" DIP, f,:LA5S 35p, I EA 12" X 6" TEE ,t~ ~
~5~~ g 0,~ 200 8° S~Min. From Edge Of Asphalt Road ~ = \ 25 , 153t96 EX ~ ~ Q ~ ~ Ad°~, MmJ WATER LII\'E WITN GR;P RINGS INSTALL ED ~/IA OPEt~1 Cl;' I EA 6" GATE VALVE & BOX ~q," ~b\9
0s~ 0,5 pte e 0~ ' / 5~ 'r ~RA~E T !55108 P~ ~ 6 A ~d' - ~Q ~ TOP OF PROPOSED WATER LINE SHALL BE A MINIMUM OF 10' BELOW I EA FIRE HYDRANT RCP DRAIN INVERTS ~~~~~~i~Pir4rrr i`I11BIIgr'8
gyp. x 0 9e ~ j ~2 ~ ~ ~,SSOCIgTF,, ~~,~Q~~ CAt~pl/r®, 2 EA 12" GATE VALVE 8 80X /I'/
3 ~ A5 aRP\N6 i ~0. Jk j / 0 ~ ,\O °l,•. • e (n ~j O °Y mm 1000 'I ®BO °e, U11 V~m°~'®••°GfESSiptiq`••9 °.rM P 3,~ ~ . e
~ Eo~ j j ' ~ ~PP~E 153!9&
i ~2 A ~ ® SEAL : pass s
~~NG ~V E R ~Ga2 / ~V ~ \ , - ,DRS EX~`;, vA ~,t'~s~ER' ~sr~~'~ E R~~2 ~ A~-lasp4a ~ 37h,K, ® .1972 a e
%K ~F 1R OR / E~P~V SOS pR Dirt at Pao ~ ~ ~-i,,~£~.p~ri, , ,u~ e . 7aPv' •~mjBl /mm.em`c®°•A\. ®i0 ~°0°oYm; IyN~EQmmm1•~V ,~O
Z 6 t x`002 ~ ~ • / 25 'L f \ 1' eRPO i?}, eC RpA~ NOSR / I 40 ,L qA PROPOS~:D ~ rrrrrr~' V ~ ~ ~ L"`t\~'~'~,~` ~,BI®~8B 1 " ~ U i "e~®®,0s
/ / T \ \ Pv(;, tits9ti 21. •_GV Pyi',tiATEii ! lNE c0u„ IT&+96
/ V ~ ~ ~ 5' 1~4;NIt~IItM Fr20iv1~~=4vE G; PA`~ENIENT ' eR,v`~'~ ~ ~ e \ o ~ / ~ ~ 151136 0 17 o0x,~,, 171,55
~ ~ gL4~ GRP~E ~ T ~ \ ~ ~ Box 288-A Z.sl ~~fl~;Ere Z ~2 pR~ 150t„6 co"~`'fl~e ~ REVISIONS x~flNf 60'
NG g R. A ~ F J.R. Stark ~ e R Box 336 c°N~'~ 60 17q Is ~ 2y9R,~8o ~ ` ` w ~ ~ erE R/W ? QH1Vc ~~W 179,16
2 LE 2~K ~ ~ ~ 17 ~ ~e-R,ca `1 148t00 \ KlM 179,22 20' ~ ASPHALT coracflETE co~cflE-rf
OS \ 2 ~ ~ d. r: ' ~ G A COURT ~ ~ ~ ~ CONCNETf DflA/E nflve DRNf
~(P ~~y51N EVE C~. ~ Q Ea, VP ~KIN'~R \ V A £W~ O ~ ~F IN ~ ~ , ~ ~ ~ ~ 180.79 ~
0 9 -~~f T V A I50t36 ~ D ~ ~ J. J. Cabin etSho ~ - .x,. ~0 TEL
~ ~ ~ P~ _ _ EW eox _ - o NCSR 1002 - PIKEVILLE-PRINCETON ROAD
~ -5 ~ VICif~ITY MAP , \ ~ ~ 0 NCSR 1002 = --LW _ _ _ -
` T ~ G ~ E~' ~ _ ~ ~ P 4 ~ , 33~ ~ (Pikeville -Princeton Road) Z CONTRACT N0. 69 -WATER DISTRIBUTION LINES
~ r ti S~ ,,I ~ I Te _ - W w
t ~ ~ I ; ~ f ~ 5 @ ~ ~ Q NGnTH i \c~ i ~ ~ 2008 RURAL CENTER PROJECT
T F m tiro I
J Z h i Q ~ NORTHWESTERN WAYNE SAN{TARY DISTRICT
EXISTING
~ X-RDS ` i 4° PVC, SDR 21, 200 PSI WATER NE WAYNE COUNTY NORTH CAROLINA
5' MINIMUM FROM EDGE OF PAVEMENT i
~ ~ ~ROPUSEt PROP OSED A,
12" Pvr" s o ~~d tWMt us PVC, SC,R Rt, 200 F151 WATER _INJtitiv!tIAUM r ROB+I EDGE OF P4a,/EMEN T ~ c I ASSOCIATES, I NC.
SITr Engineers ® Planners ®Land Surveyors
1 -
INC. Formville, N C. ® Goldsboro, N.C. ~j
m SHEET 0 F DWG BY TAL / mrl SCALE 1" , 100' DATE JANUARY 16, 2009 4 7
-