20170770 Ver 1_401 Application_20170622

Envntonmental Consultants,
84121 Halls of Ncaise Road, Suite 104, Fidctigb, NC 217615 • Rhone
sandmixom
To: L S Army Corps of Brigineers
Raleigh RegL laiory Rield Office
At1n: arries Laslinger
3331 Heritage Trade Drive, Suite '105
WaHe Roresi, NO 27587
Rnom: Deborah Edwards Slhirley
Soil & Envirorlmerltal Clonsuliants, PA
,une22,2011
S&BCI Rroject # 12836.W5
NCI DWR, 40'1 & Buffer Permitting L nil
Atari: Karen F iggiris
Archdale BL i1c ing - 9 h Floor
5'12 Nor h Salist ury Ell reel
Raleigh, NC 27604
Re: Town cif Fclly Sprinclsi-Anent Perry Rcrcemain Replacement
H c Ily Springs, Wake Cciunty, NC
On tetalf cf the applicant, Ms. Kendra Parrish, PE, CFNI, the Direatc r of the Town c f Folly Springs Brigineering
Department, please find attached a corriplete application and supplemental infonrriation requesting written
conCL rre nce irorri the U.S. Army Corps c f Brigineiers (IL SACB) and it a N. C. Di% ision of Waten Resources ISN CDWR)
than the acti%ities proposed below may rlrcceed under Nationwide Permit 12 and Water Ciality General Cledifiaaticn
4086. Please corilact me at [phone] if you have any qL estions c r reqs ane adc itiorial infonrration.
RRCJBCIT SIL MMP RY
Rno'ect Name
-llown of F c Ily Sprin s-Aveni Ferry Rorce Main Replacement
Project Type
Utility Line Ccnsin clicri
Cwner d Applicant
Tcwn of Holly Springs
Cloy nty
Wake
Nearest Tcwn
Holly Springs
VVateiibody Name
Norris Branch & Utley Creek
Basin
Cape Feer
Index N umber
18-7-5-1 & 18-7-5.5
Class
C
IMRACT SUM MARY
Stream Impaci (Jacres):
0.003
Wellanc Irripaat (aares):
0.135
C pen Waten Impact (acres):
0
Total Impact to Walers of the U.S.
acres
0.138
Total Stream Impact 111inearfeet):
23
Attachrrienis:
Pre -construction N otificai ion (IRC N) A pplic� Iic ri Rorm
Ageni Authcnization Fenm
NRCSI Sail Survey Map
USIGSI Tcpcgraphic Map
NC DWR Eli rearri Determination letter-CIFRRC#16-124
Existing Slile Conditicris
Index Marl
Impacl Ext it its
NC DWR CN LY:
$24CI DWR Application Fee

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
Section 404 Permit ❑Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: NIA
1c.
Has the NWP or GP number been verified by the Corps?
Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
Yes ❑ No
For the record only for Corps Permit:
❑ Yes E No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
❑ No
1g.
Is the project located in any of NC's twenty coastal counties, If yes, answer lh
below.
❑ Yes
® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Town of Holly Springs Avent Ferry Forcernain Replacement
2b.
County:
Wake
2c.
Nearest municipality /town:
Holly Springs
2d.
Subdivision name:
NIA
2e.
NCDOT only, T.I.P. or state
project no:
NIA
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Town of Holly Springs -Engineering Department
3b.
Deed Book and Page No.
NIA
3c.
Responsible Party (for LLC if
applicable):
Kendra Parrish, P€, CFM -Director of Engineering
3d.
Street address:
128 S. Main Street
3e.
City, state, zip:
Holly Springs, NC 27540
3f.
Telephone no.:
919-557-3935
3g.
Fax no.:
NIA
3h,
Email address:
[e-mail]
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify: Owner -please send correspondence to Agent and
Applicant
4b.
Name:
Kendra Parrish, PE, CFM -Director of Engineering
4c.
Business name
(if applicable):
Town of Holly Springs -Engineering Department
4d.
Street address:
128 S. Main Street
4e.
City, state, zip:
Holly Springs, NC 27540
4f.
Telephone no.:
919-557-3935
4g.
Fax no.:
NIA
4h.
Email address:
Kendra, Parris�o%Ilysprincisrl us
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Deborah Edwards Shirley
5b.
Business name
(if applicable):
Soil & Environmental Consultants; PA
5c.
Street address:
8412 Falls of Neuse Road, Ste. 104
5d. City, state, zip:
Raleigh, NC 27615
5e. Telephone no.:
919-846-5900
5f.
Fax no.:
919-846-9467
5g.
Email address: j
QShlrlevC'1a San^t��EC.00M
Page 2 of 11

B. Rroject Infoirration and Prior Project l isitory
1. Property, IdEntiflicalion
1a. Property identification ric. (tax PIN crpercel ID):
Parcel ID: h/A-Ar.iearuitGVtypro;eict
11 Site coordinates (in decimal degrees): IMIPACTM
Latitude: 351.635151 Longitude: -78.8728
I❑❑.DDC ❑❑❑) il-❑❑.DODD❑O)
1c. Rrciperiyl size:
N/A
2. SurfeecE Waters
2E. Name cd nearest body cf wEier (stneam, river, etc.) to
Ncrris Brnch (18-7-5-1; 6 UUey Creek (18-7-5.5)
pneipcsed pnoject:
2b. Waler Cuality Classification of nearest receiving water:
C
2c. RlivEir basin:
Capel Fear Hydrelcg,ic Un,iil Ccoa 6306604
3. liro,jEat Description
3a. DEIScribel the existing conditions c n the site and the general land c se in 1hEi vicinity( of ihEi project of the time cif this
aipplicafion: The existirigl coricitions cfthle project ares consist cf eri existing Icrce Train and me,intairied eesemeint
thlrcu5h existing resider.itied neiiglhtcrhocds Eric Duiklei Energy Flrogress,crcpeny. The general lend use ,in the v,icir,ity cf
the rrcjeict is res.foeriilial.
3b. List the totEll Esfimated eicreage Cl all existing wetlands on the property(:
A, PMAirriately( 0. 135 acres of wetlends w,#.Iin the delirieateo utility corricor.
3c. List the total Eisfimated linear feet of eill existing streams (intErmilienf and pemennial) on ihE property:
AUrox,imetely 164 i,inesr feEil within the delineated utility corridor.
3d. Bxplain ihE1 PL rpcsei cif the proposed project:
The purpose cf the ,crcpcsed project pis to the replece 8,5105 Linear feet of forcemairi trona the o,lo Braxton Village Pump
station, tc ilhe Town ofhlo//yi Springs Utdeyl Creek Water Flec/ameticn Facility.
3e. ❑Eiscribe the oveinall projecd in dEitail, including the tMpe cl Eiglu ipmeni to be used:
The cverahl frcjectccnsists cf the reTilecemeritof 6,5G51iineer feetofVfucerrairi wish an 16"fcrcemeiri frcrn iVle c/d
Braxtori Vihle gle Pump station that was de mo,tishe o, to the Tc wn c f He lly ST rings Utk y G reekl We ter Rec k rn6 tic n Facility(.
Ttle 18"fcrcerria,in MIA to Insiledeo ,in the same general ikcedicn as the 6A,isilinyl8"fcrcemafn fcr the sections located within
BraAllon Vilile51e endhlohA Glen subdivisicns (apprcArnateily 5,530 LIF), endparahe,l tc the existing) 8"forcerria,in fcr the
rcrlicn icceted withiri DuA Energy Flrogress, Iric. proferiyl. There wild to e iloilad of severe (7) wedend irnpect areesi w.idh.in
the exisiling rna.intekieo easerrient and one (1; stieam crossing within the Duke Energy Firogress property(. 7yip1cal
equ,prnerit used for excevaticn Endecnsilrucilicn wild to uulGlizec fcr this p%et.
4. Jurisdiciticinal Determinations
4 a. Have jurisdictional wetlE nd cir siream delerminalicins by the
Corps cm 811atE been requEistEid cr otfained for this property /
®11es ❑ No ❑ Unk nc wn
project (including Bill pricm phases) in the pass?
C cirrimenisc
4b. If thEi Ccirps rriede the jurisdictional dederminaticn, wharf type
of determine fic n was me de?
❑ Preliminery [ Final
C om m Efnts:
4c. If YE S, who delineeded the junisdicficinal areas?
Agency/Consuliani Compariyl: ScY S Erivirorimental
N aime iJif known): Steveri Bell
Ccnsultarits, FIA CthEir:
4d. If yes, listl tl-e deleis cif the Corps jurisdicficinal clEiewninaiicns cir Stele determinations einc attach dccurrientation.
USACEl' Slite visit 8 heikl verification ccm kted by James Lestingerori Mlay 12, 2G16; NCDWR: R,iperiari buffer
dellerrriiristlicn comf,leted ty Sara Kn.fes ori Mby 3,, 261E (CFRRC1ih 6-124,
Reige 3 c f 11
RCN Fcrm—Vensicri '1.2 DecembEr 10, 200E VErsicri

B. Project Infurrailion zind Riior Picjeict History
fl. Rroject History
5a. Have perrrits circertificeticins been recuesled cmobiained feir
❑ Yes ❑ No ® Lnkno%n
this prelject (including all prior phasies; in the past?
5b. If yes, explain in detail according to "help file" inatructiono.
Ri Me project erg,ineer, tte Existji g FoicE Main was ecnsdruiclledki Me mid -1996's.
6. Future Ricject Rlam
Ea. Is this a pheElEd prcliecill?
❑ Yes ® Nc
Eb. If yes, eAplain.
N/A
Rage 4 cif 11

C. Propose c Irr paths Ir ve r to ry
o . Irrpacts Surrrraryl
1a. Which sections were ccmpleteid beilcw fcr yep r prgjEcd Qcheck all that apply;:
® Wetlands ® Streeirris - tribulariEIS ❑ Buffers
❑ Open Waieirs ❑ Pcnd Ccnstructien
e'. Wetland Impacts
If thEirei ares wEiileind irripaicts prcposec on the sites, thein cc mplete this quEsl is n for each wEIland auieei impactEid.
2a.
2b.
20.
2c.
2E.
2f.
WEdlainc impact
Typeicf.jurisciciicn
number—
hype cf impaci
-lypei cf
FcreStEIC
QCcrps - 404, '10
Area of impact
PermalnE nt (P) c r
wEitla nc
DWG - nc n-4 04, etheui;
(acres)
TErn c ra T
if known
W1 (#1; El P ®T
Util iilty-Forcerna in
Bc horriland
El Yes
® Cups
G.OEIl
FIE place mienit
Hardwoce
® Nc
[ DWG
LW3 ill) ❑ R ®T1
Ut sty-Forcerriain
Headwater
El Yes
® Ccrps
0. 06 1
Replacement
Fcresil
® Nc
[ DWC
W4 (3) El R ®T
UAVty-Forcerriain
Bcttcmiland
El YES®
Corps
O.GGS
Replacement
Harawcod
® Ne
[ DWC
W5 i�#4) El R [A 11
Ut�i4iy-Forcerriair i
Bottcmlaric
El YES
®Ccrps
G.G32
RepJacerrient
hlardwcod
® No
[ DWQ
UNJityFcrcemair,i
Bottcirrular,ie
❑ YeS
® Ccrps
C. 021
RepJacerrienll
hlardwccd
® Nc
❑ DWQ
Uiliiliily Forcerriain
Bctilorrdand
❑ Yes
® Ccrps
6.069
FleFlilacE rnE nll
Haidwocc
®N c
❑ DWG
UtAiily Forcemairn
Elcilllornland
❑ Yes
® Ccrps
0,010
Recllacemient
Harcwcca
® Nc
[ DWG
2g. Total wetland impacts
0.135
2h. Ccmments: Wetlar,ic imiirlaols withlin an ExistinCl rriainllainec sewer ease rnerik
3. Stream Impacts
If thEre are perennial cr intEirrriittEint streeim irripacts (inCILding tEimperairA impacts) prcpcsEid cn the si1E, IhE n ccmpletE, This
quEstion for all Sireiam sites impecled.
3a.
3b.
3c.
3d.
3E.
3f.
c9 -
Stream irripaici
Type cf impaci
StrEairri name
Reirenniel
Type cf jurisdiction
AVE regE
Impact
number-ReirrrianEini
(IPER) or
(ICcrps - 4 04 , 10
strEiam
ler gth
(R; orTemperery(TI)
intEirmiiteni
DWG—non-404,
width
(linear
(INIf,?
cther)
(fEiet)
feet)
Utility-CpErn CO
w/Rip-Flagyl Keyec initc
® PER
® Corps
(#E ® P F1T
strearri be
UNEy Creek
❑INTI
[DWG
E'
23'
(FIEivriarient-Nc
Permanent Loss,
3h. Total silrearr and 1lributaryl irrFacts
23'
3i. Ccrriments:
Rage 5 cf 11
RC N Rcirm - VErsicin 1.3 DECE mbea 1 C, 2COE Vers ion

4. Open Waiten Irripaictsi
If theire are prc posed impacts tc lakes, pc nds, E stua riE s, tributaries, sounds, the Atlantic C cE a n, or any o1her c pE n water cf
ihE U.S. thein individually list all c en "atEr im acts belcw.
4e.
4b.
4 C.
4d.
4e.
Cpen weier impecl
NarrlE1 cf watEirbody
number—
(if epplicablEl:
TypEi of impaci
Waieirbcdytype i
PrEa cf impacil (ecres)
PEirmaneint (P) c r
TEirri ora T
01 ❑P❑T
4t'. Tcitail c pen wate n impacts
4g. CcmrriEints:
El. Pend or Uaike Consiruclicin
If pond or lake construction proposed, tY E n com leitEi tF E chart below.
5e.
5b.
5c.
5d.
5e.
Wetland Impacts (acnes;
StrEarri Impacts (feet)
Upland
Pcrid ID
PrepCSEc USE cirpurpcisE Of
(acnes)
nurribEr
pend
Flo
cde
Pilled
Exceveieid
Rlocded
RillEid
Excavated
Flcodec
d
R1
P2
511. Tcitail
5g. ComrriEnts:
5t'•. Is a darri higt hazard permit rEiqLined?
❑ YES ❑ h c If yes, permit ID nc:
5i. Expecte d pc nd surface arE a (a crE s):
5j. SiZE of pond wateiished ijacrEis;:
5k. Method of cc nalruciic n:
6. Buffer Impacts Iflor DWQ)
If prc.jeci will impecil a prctectEd riparian buffer, then ccrriplEle the chars bEIOW. If yes, then individually list all bufiler irripaclls
below. If any impacts regL ire milli eticn, then you MUST fill cut SEctien D cf this fcrm.
6a.
❑ NES se ❑ Ta r-Rarrilicc El Other:
RrcjEcil is in which prctEctEd basin?
❑ Catawba ❑ Randleman
6b.
E c.
E d.
6E.
6f.
E g.
HUffE r irripa ct
number—
REascnfor irripacl
BuffEr
2cr1E 1 impact
Zone 2impact
Permanent (P) c
SNeam narriei
rriitigelicn
(square feet'
iIsquarE feEt;
TErri ora T
re uirEd%i
B'I ❑P❑T
❑Yes
❑ No
B2 ❑ P ❑ T
❑ YES
❑ N
B3 ❑P❑T
❑\des
❑ Nc
Eh. Tcitail buffer impacts
6i. CcrrimEnts:
Rage E of 11

D.
ImpaictJLstificaitiicin aind Mitigaiticin
Auciidaince and Minimization
la.
Specifically cescriber measures taken io aivoic on rriinirriiae the proposed impacts in designing project.
58EC ccmp,leted a wetland 8 stream o6dreatior forthe entire easement,in crderto identiffy natural rescurces sc thet
,impacils cculd be avoided 8 minimized to the rriaximum extent practicable. The new Force Main ,is being constructed
within the exisiVrg utility Easement ar,d e,V prcpcsed weillands tc to impectea are within tte petmeneril rriaintenarce
ccrridor. A secilicn cfhthhe new Force Ahain,usil east of Molly Thcrn 711race Floac was re -aligned tc avoid additier.al stream
crossirghlccafiicns. 71V;1e prcject will utilize thle Bcre & Jackl ccrstructicr, meilhlcd fbred silreem crossirgls except the Utlley
Creekl crossing, which wV,l be opher cult and riclrap will to kleyed iriilo the stream bed fcr fbture rriaintenarce access. .4 t the
wetlard 1ccailicns, the prcjeet was rcil atlle ilo uiilidze the Bcre & Jaekl rriethhod because cf the width cf the excevaihicr
required fbrthhe bcrung mechhir.ery and thhe proAimVty cf the ex,istirg eno active paredel sewer fines. Ad temphcnary weiVand
impacts will t6 brouglht black ilo pre-cor. struction cc r is urs and vegetated with a wetlar. d seed ma.
1b.
Speioifically deiscribei meiasures taikein to avoid cir minimizes thea proposed impaots tt rough constnc ction techniqueis.
.Ps pherthle prcject engineer, The main "technique"t eir,gl used to miinirruzie irr�acihs is that the existing force main ,is tieing
replaced byl a larger pipe that,is beir.iglinstahled in the sarne locator as ihhe exisiling fcrce main. Raihhherthan paraiVe,lirg the
existing force main with anew ore ten ti et away (which wouiild require additional easerner,ih clearing and disturbance„
aphprcximatefly 2/5 of the project length will to ,instaVeo by using terriperary piping to take a portion otlilhe existing force
mair. out ofservice, sc the view cne car, to ir,stalledin virtuiahlyihhe same lccatior. When the raw segmer.tis completed
aria tested, it wV/ to push inilc service aro the ternperaryp,ip,ing mc ved dcwn the hive sc the prccess can to repeated. 7Y.le
seccnd techhruque ,is ihhat we are Flrcpcs,ing rho tcre &,acklilhe er.casemerih pipes urderthe stream cress,ings, to prever,il
ary distuutance tc the streems.
2.
Compensatory Mitigation for Impact�i to Waiters of lhhe U.119. air Waters cf the State
❑ Yes ® No "
Vnpacils tojudsdiaticral wetlands are w;thhin ari eAlisting
2a.
Doers tY El project requires Compensatory Miligelicin for
rriaintairica Fc ice Main easement. These wetland areas are
impacts is Waters cif the L.S. cir Waters cf the 8lfatei?
r,ot tbrested. Wetland impacts will to temglorary, trcughlt
tack) to plre-ccnstructior ccntcurs aria revegetated with a
wetland seed mb.
2b.
If yes, mitigaticin is nequirec by (check all ihei apply):
❑ DWQ ❑1 Corps
❑� Mitigation bank
2c.
If yes, which mitigation option will be used forihis
ElPaiymeni to in -lieu fele pnagrarri
project?
❑� Peirmitiee Responsible Mitigation
.I.
Complete if Using ai Mitigation Baink
3ai. Narre of Mitigation Bank:
Type:
QuG rri sty:
3b. Credits Rurchased (aria& receipi wind letien)
Pagel rl cf 1'
PCN Fcnm—Versiori 1.3 Dec embEir 10, 2C08 Version

3c. Cemrrie nts:
4.
Corrpleie illMaWingl a Paiylment to In -lieu Ree Program
4a.
Appneval letter frcrri in -lieu fee prcciiam is allached.
❑ Yes
4b.
Stream mitigaticn reigLeisled:
C linear feet
4c.
If using sllream mitigation, dream temperature:
❑ warm ❑ cocI ❑cold
4d.
Buffer milicaticri requeisteid (DWQ cnly):
6 square feet
4ei.
Riparian welland mitigaticn requested:
0acreis
4f.
N on -riparian weitland miiigatien reiqueisleid:
0 acreis
4g.
Ccastal (tidal) weilla nd mitigaticn reiqueisteid:
0 acres
4h.
Ccmrrieints:
9.
C ompllete ill Us incl ai Perm itteie Res pons tulle Mitigation Plain
5a.
If using a permilteie reispcnsiblei mitigailic n plan, prc vide a deiscriplicn cil the proposed mitigation plan.
6.
Suffer Mitigation ilStaite Regulaited Riparian Suffer Rules; — required by DWQ
Ea.
Will the prcjeict resp It in an impact within a prcileicieid riparian buffer that requires
bLffeir mitigaticn?
❑ Yes ® No
Eb.
If yes, 11 hen ideinlify thei square feeit c irripacl tc eie ch zcne c thee, ripariari buffer the t req uires mitigation. Calculate thea
amoL nt cil mitigatic n required.
aonei
Ec.
Ree sc n fc r impact
6d.
Tata I impact
(square feet'
Multiplier
6e.
Required mitigaticn
(squares feeit)
acnes 1
3 (2 forCatav�ba)
acne 2
1.5
Ef. Tonal t ufileu miticlaitiein required:
6g.
If buffer mitigation is required, discuss what iypei cf mitigaticn is pnepcseid (ei.g., payrrieint to private mitigation bank,
penmitteie respensiblei riparian buffer reistciiatien, payment into an epproveid in-lieiu feei fund).
6h.
Cc mrrieints:
Pagel E of 11

S.
Sic imwailki Mar agerricrI and Diffuse Flow Plan (required by DIWQ)
1.
Difl iei Plow Plar
1 ai.
Dc eis the prcjeict incluc ei or is it aidjaiceni to pnoteicieid ripe rian bL ffeins is eintifiEIC
❑ 19eis ® NC
with in cnei of the NC Riparian Buffeir ProtEICillicn Rules?
1b.
If yeas, theirs is a diffuse flew plain incluc eid? If ric, Explain wry.
❑Yeis ❑ Nc
Comrrienis:
2.
Stormwater N a na emeinll Plan
2a.
What is thea cveraill pemceint impervicusness of chis project?
N/A, prcTlcsed ei will ncil add
imp crvicus tc pro;ectere a.
2b.
DCEIS This pnoject reiquirei a Stcrmweiler Ma!neigeimeni Rlein?
❑ hers ® Nc
2a.
If chis pnoject DC ES N CT reiquirei ei Stcrmweler IVaineigemeni Plein, explain $A I` y:
Ex isbrg develcpmerit, TIrcposed acllivilly wilt nct ade ,Mrervk urs ilc riii ct area. WailerQGial,ityi
Cc rtihica tic n 4C8E does not
require e SNIP.
2c.
If 11his pno,jeict DC ES nequirei al Stormwateir Meinageirrient Plan, thein prcvidei a brieif, narrative cEscription of thea pleir:
❑ Ceir ifieic Loceil Gove.rnmeint
2 El.
VW c will bei respc nsiblei for thei reiview of tHei Stc rmwaileir Maineigement Rlan?
❑ DW G Stormwateir Rrc gra m
❑ ❑WQ 401 Und
Z.
Cerlified Uciceil Gcivernmenil Sileirrrwatler Revieiwi
3a.
In which local gcveirnrrieint's,jurisdiction is this prcjeicll?
❑ Phase II
3b.
Which of tt e fc llcwing Ic ceilly-irripleirrieinteid siormwali rrianeigemeint pnograims
❑ NSVW
❑ USIVIR
apply ilche!6 all than apply):
❑ Weler SL pply Waieirshed
❑ Clheir:
3c.
Heisi li eipprcvec Siorm%ater Management Plan wish prcof cf aipprovel beiein
❑ Yeis ❑ No
etteichec ?
4. DVVC "It'cirmwater Pro rarr Review
❑ Ccastel counties
❑ HCW
4a.
Which cf tte following ,illate-impleirreinteid stormwaieir rriairneigemeni prcgrarris apply
❑ ORW
(Cl' sick ell that apply):
❑ Session Lem 200E -24E
❑ C ther:
4b.
F as 11 he approved Slid omwateir Management Plan % ill h prcof cf eipproval beien
eittachec?
❑ Yes ❑ No
S. li 401 Unit Sticirmwatler Review
5ei.
Doers llhe E1llorrriwater Managerrieint Plan rr eiet the aipprcpniate reiqL ireirrieinlls?
❑ Yes ❑ Nc
5b.
F avei all of 11he 4CH L nit submittal reiquinemertlls been met?
❑ Yes ❑ Nc
Page 91 of 11
RC N Form — Versic n 1.3 DECE mbe n 101, 2 C C'.81 Version

AI.
Supplementary Information
1.
Environmental Documenilalion (li RegluirErreni;
tai.
DOES iihe project involve airs expenditure of pLdIic ftclEreil/state/local; funds orilhe
®Yes ❑ No
use of public ftclerail/:iteite) land?
❑ Yes ® No"
'ilt wild he cc ristructed using /ccail
1b.
li you ans"ered "yes° tc the abcve, dOeS the prcject require prepairalion of an
(71c:wri cfHchy Springs, funds.
envircnmental document punsuairit to the requirements of the National cr Sane
The Trcjecil Engineer has
(North Cleirc inai) Envircnmental Policy Act iINEIPA/SERA)?
cctermiinedthat rie en�ircrmerital
cccumiErill will tic req uhec by
AIEFIA/SEFW .
1c.
If ycu answE rEd "yes" 10 the eiboVe, has the dccurrient review beE in finalized by the
StatE Clearing House? (If sc, attach a copy of the NEIPA or SOPA final appnaval
El YES ❑ No
tette r.;
Ccrriments:
2.
Violations (Ili Requirement)
2a.
Is the site in %ielaition of DWG WelleInd Rules (115A NCAC 21H .C500), Isolated
Wetland Rules Q15A NCAC 2H .1300), DWQ Surface Water cr Weileind Standards,
❑ Yes ® No
cr Riparian Buffer Rules (15A NCAC 28.02 00)?
2b.
Is this ari after -the -fact permit eippliceiiicn?
[ Yes ® No
2c.
If yeL ainswened "yes" to one or beth of the abcve quesiic ns, provide airs explanation ei ilhe vielaticri(s):
3.
CumulatlivE Impactsi QDVYQ RlEgluirErrenil)
3a.
Will this project (based on past and reasonably anticipated fuiure irripacts; result in
EYES ® No
additional c EVElopment, Uvhich could impact nearby downstream wader quality?
3b.
If yeL answered "YES" to the abcve, submit a qualitative cr quantitative cumi impacil ainalysis in accordance uAith ihE
most recieni DWG policy. til you answered "nc,° prcvide a short narrative desaripticn.
We have reviewed ilhc Tiraft ilriterne,l Policy, Cumiuiati�e ,imfacls and tfie 4G i W1atEr Cuiahty CertilicEticn aria /sc/Etea
WetlandsFlrogramis"dccumentprefaredblyllheNIG CGvisicncfWater CuailityonAprilIC, �604, versicnL'i. The c it
states that cther putilicaliy funder rrcjects may a may, rict rEsud in cGimulativc impacts. 711 Avent Ferry Fcrceme in
replacment prcject is a pubhcally( lundea rrcject withiiri an eiready eevekred landscape. FVeEsc note that this project is
iocatea withiri the Town cf Hcdy Srribgis, thereforE any aojacent prcferties llhathave potential fcr cevelocmiErit w1/11 have
the Rhase I,INPCIES StcrmiwallerFlerrriit Flrogram regulatioris iIc Frcllect dcwrisllream waters. The Rhase IJ NFICIES
Stc rmwaliE r FIE unit Flrc gram includes pE rrnitling rE q u ireme nts fc r MILinicipal SEiplare to Storm Sewer Syslbrns (NIS4,; iri
aaditicri to post-cicnstruction storrriwater mane glerrent requirerrerits. We anticiigate that the NCDWR wiV notify the cilierit
,if a quabitallive erquarititative curria/allive impact anetylsis is required.
4.
SEwagie Disposial (DWQ Requiierrent;
4a. Clearly c eiail the ultirratE treairrerit methods and disposition Ilnc n -discharge or discharge) of wastewaten generated frcirr
the pnopesed project, cr available capacity cf the subject faicilily.
The 711owri of hohyl Springs wild ensurE thail caf aaityl of their Utie y( Creek Water RecMmailic n Fac,ilkyl MIJ riot tie excE eeed.
Page 1 C of 11
PC N Rorm — Versic n 1.3 De cerribe r 10, 2M8 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
yes ® No
impacts?
El Raleigh
5c. if yes, indicate the USFWS Field Office you have contacted.
[] Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? The NC -Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of
federally protected species listed within 1 mile of the project boundaries. It was determined based on the search that
there are no elemental occurrences that are listed as federally Threatened(Endangered within f mile of the project
boundaries. Please note that the Final 4(d) rule identifies the Northern Long-eared Bat as a Threatened species within
Wake County.
References: North Carolina Natural Heritage Program Date Explorer Search [January 20, 20171. Department of
Environment and Natural Resources, Office of Land and Water Stewardship, Raleigh, NC. &.tQ11W- �laCnhA,tirc�l
6. Essential Fish 'Habitat (Corps 'Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website
was referenced. No Essential Fish Habitat was identified near the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
n Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? The NC
State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on November 02, 2016, no
historic listings or study list entries or determined eligible listings were identified within the easement.
8. Flood Zone Designation (Carps Requirement)
8a. Will this project occur in a FEMA -designated 160 -year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements: The Force Main will cross a FEMA designated 100 -yr floodplain at
Utley Creek. The disturbed areas will be returned to pre -construction elevations, so there will be no changes to the cross-
sectional shapes used by FEMA to calculate the 100 -yr flood elevations (project will not alter the flood elevations).
8c. What source(s) did you use to make the floodplain determination? Per project engineer &IVC Floodplain Mapping
Program
Deborah E. Shirley
c
Jtme 22,
Applicant/Agent's Sig tura?
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization ietterfrom th pplicant
is provided.)
Date
Page 11 of 11

Sail. & Environmental Consultants, PA
8412 F,1111s of Neuse Rand, Suite 104, Raleigh, NC 2761= • 1'luxu: (91°9) 846-5900 • F=ix: {'919} 846-9467
MUNICIPAL OFFICIAL I AGENT AUTHORIZATION
Project Name/Description: Town of Holly S rings-Avent Ferry Forcemain Replacement
S&EC Project # 12836
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28443
Attn: James Lastinger Field Office: Raleigh Regulatory Field Office
This document authorizes Soil & Environmental Consultants, PA (S&EC} (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions. This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE., This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by 5&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site,
PARCEL INFORMATION:
Parcel Index Number(s) (PIN):
Site Address:
City, County, State:
PROPERTY OWNER INFORMATION:
Name: Ms. Kendra Parrish, P. E. -Director of Engineering, Town of Holly Springs
Address: P. O. Box 8, Holly Springs, NC 27548
Phone No.: ( } Fax No.: { } Mobile No.: { }
Email: -
Municipal Official (please print) Date
Municipal Official°, Signator
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

GS�.NEW
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Figure '9 ° �,�©° �,000
Project Manager: g p I i i o I l I
SB HS Force Alain Replacement Feet
Scale:g Wake County, NC
Y Source:
sail & Environmental Consultants, FA
Wake Count GIS
Date: �, i± r,n. ati...rs a.�;ww raa, ��r� �c r:sxs • rte. ���m>:+� ssaa- v.,: ea1•n rwor.:
3125116 USGS Apex & New Hill Quad

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Water Resources
E N VIRO HM ENTAL OVA 4ITY
May 10, 2016
Town of Holly Springs
128 S Main Street
PQ Box 8
Holly Springs, NC 27540
PAT MCCRORY
Gavemor
� P161U.1 Al 011 0:11 11ak"My.11 114111
Secrermry
S. JAY ZIMMERMAN
DIreclor
Subject: Huffer Determinations
CFRRO#16-124
Wake County
Determination Type:
Buffer Gaal
Isolated or EIP Gaff
Q Meuse (15A lVC►4G 2B.0233)
❑ Tat --Pamlico ('15A �IGAG 2B .1]25I�}
®'�Phemeraiflnterm3itentl'Perennial Determination
0 Jordan (I 5A NCAG 2B .4267)
❑ Isolated Wetland Determinatlon
Project Name. Holly Springs Force Main Up{�radc
Location/Directions: Subject parcels are private property located at project address;
Subject Stream: UT to Utley Creek and Norris Branch r
Determination Date: Maya, 2016 Staff: Sera Knies
See Next Page
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://pDrtal.nedenr.org/wcbtwq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]I59

Holly Springs .Force Main Upgrade
Wake County
May 10, 2016
Feature
/Flag
E/l/P*
Start r@
Stop@
Soil
Survey
USGS
Ta o_
A (Norris
Branch)
P
Culvert
i
Throughout
X
I
X
B
I
Throughout
Throughout
X
C
I
Throughout
Throughout
X
C2**
I
Culvert an Feature
C
Throughout
D
P
Throughout
Throughout
X
X
E
I
Culvert
Throughout
X
F
E
X
G
I
Culvert
Throughout
X
H
P
Throughout
Throughout
X
I (Utley
Creek
P
Throughout
Throughout
X
X
J
P
Throughout
Throughout
X
X
I
Culvert
Throughout
* Eph emeral/Interm i tten tJPerenn i a 1
**C2 is not depicted on Wake County Soil Survey/USGS maps
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1.24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams Iocated on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the division of Water Resources
(DWR).
This on-site determination shall expire rave (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local .Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c!o Karen Higgins, Karen Higgins, DWR— 401 & Buffer
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project pray require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Oftiee) at (919)-807-6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field ©flee) at (919)-554-4$84.
If you have questions regarding this determination, please feel &ee to contact Sara Knies at [phone].

Holly Springs Force Main Upgrade
Wake County
May 10, 2016
cc: RRO/SWP" File Copy
r
espectfu Y, _
Danny Srni , Supervisor
Water Quality Section
Raleigh Regional Office

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DIEHL & PHILLIPS, P.A. "CRCEMAIN REPLACEMENT FOR MACH SHEET
M&P CONSULTM ENGWEERS - LIC. NO. C-0465 AV EN T FERRY PUMP STATION PLAN AND PROFILE 2 OF
1500 PINEY LAINS RD., SUITE 200 TOWN OF HOLIIY SPRINGS PROJ E CT No. -
C:ARYI, N.C. 27518 41 [phone] 1 HIOLI HY SPRINGS, NORTH CAROLINA

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HIGHLANDS LOT HOLD S LLC
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MANAKIN EIABO-T VA 231 C1C0
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FIERFIENDIC UO RI CRC JSING' INE EAEMPI IN 6C 7F CFE?
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DIEHL & PHILLIPS, P.A. FOR TWJNREPLACEMENTFOR MEACr2 El�EUT
&P cCNSULTING ENGINEERS - lJC. NO. C-0465 AVENTI FERRY PUMP STATIONPLAN AND PROFILE 3[3 SIA
1500 PINEY LAINS RD., SUITE 200 TOWN Of HOUYI SPRINGS PROJECT No. -
C'ARY, N.C. 27518 • [phone] 1 HOLLYI SPRINGS, NORTH CAROLINA

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-EXISI PERNIINENT MMi\
CORRIQOR
INETLINDS IMPACT 1ST �F
\ \�
��►�
\ EP—Et
PLAN - IMPACT 3
5CAdE: 1"= 2G'
IMPACTS
GENERAL NOTES:
I. AER XWN OF HCLLY SFIRINCS UDC SECIVON 7.06 (ID.)
'NON-ELECTRIIC U TIL M LINES - IMPACTS C ThER IF]I N
AERFIENDICULAR CHOSSMG' ARE EXEMFIII IN BCTH CFB;I
(CARE FEAR SUFFER 210EE 1) AhD CFBI2 (CARE FEAR
BUFFER [ICNE 2) BUFlFlERS.
LEGEND
IIS LL.�
Mi BEND
�RMRMAFICPCSED 18" C905 FIVC FCFICE MANN
S UM S LIM LI MII TE OF CIIS lIURBL NCEI
ExFM EIXISTING FORCE MAIN
- - - EXI54NC SAN. SEWOR
__________= EIXISTWG STCHM SEWER
EXISTING TBIEIE LINE
S ILI T FEN C EJ
EIXII 5 7l GRADE
320 320
0
18 C90.') 0
310 310
33d +Oa
PROFILE - IMPACT 3
�CALI E: I"= 2G' HOMO.
11"= � ' VERT.
34+00
DIEHL &PHILLIPS, P.A. FORCEMAIN REPLACEMENT BOR nvIPACT 3 SIH°E�
CONSULTING ENIGINEMS - LIC. No. Go465 AVENTI FERRY PUMP STATIONPLAN AND PROFILE 4 OF]
D&P 1500 PINEY LAINS M., SUITE 200 TIOWN OF HOUIIY SPRINGEI FRCJECTNo. -
C"Y, N.C. 27518 • [phone] HOULY SPRINGEI, NC7RTH CAROLINA

PLAN —, IMPACT 4
SCALEI: 1"= �C'
IMPACTS
GBNBRAL NOTNS:
1. PEIRI TC WN (F HGLI LI Y SPRINGS UDC SEICTICN A CH (D.)
'1\lCN-9LEIC*VC UKITY LANES - IMPAC71S G7WE19 ThAN
PEIRIPEINIDICCILAR CRCSSINC ARE EIXEMP71 IN EG7W CHB1
(CAPE MAR BUFFER Z(NEI 1) AND CFE2 (CAFE MAR
BUI H9R ZICNEI 2) BUFFEIRS.
LEGEND
�Rm�Fld PROFGSED 18" C5105 PVC FORCE MAIN
-UN moi■ LIM17S CF DISTCREANCEI
Emm EIXIIS 7VNG FCRCEI MAIN
- - - - - EXISTING SIA. SEIWER
EIXIIS7VNG STORM SEIWEIR
EXITS 7VNG 71REID LINE
-i i i 1 1 SILT FEINCE
EXIST. GRACE
wow
oc
g>
0
330 ���N 330
LL
ct
32C 32C
42450 43+001 43+50
PROFILE IMPACT 4
SCALE: V'= 2C HCIRY.
9 "= 4' VERT.
DIEHL & PHILLIPS, P.A. FORCFMAIN REPLACEMENT FOR MIPACr 4 HE
CONSULTING ENGINEERS - UC. NO. C-0465 AVENT FERRY PUMP STATION PLAN AND PROFILE OF
OF
13&P 1500 PINEY LAINS RD., SUITE 200 TOWN OF NOLIN SPRINGS PROJECT Nci. -
8
CARY, N.C. 2751EI • 919 467-9972 1 HOIRN SPRINGS, NORTH CARICLINA

=11
V \ -%*
X�
� c
PLANT - IMPACI15
SCILE: V'= �0'
NO
OWN NOLA If, lei tm-3:11 1601 1�
GENERAL NOTES:
I. AEFI 71CWN OF HCLLY SIAFIINGS UDC SECTION 7.06 (D.)
'NON-EdEICTRIC UTIW1 Y LINEIE - IMPAC IE C THEIFI TI .AN
FIEIFIAENDICULAR CRCSSING' ARE ENEIMP➢ IN BCTH CFEV
(CARE FEIAR BUFFER ZON9 1) AND CF62 (CARE FEAR
BLFFIEFI [ACNE l) EIUFFLIRS.
LEGEND
�RM�Rm� PRGACSED '18" 0909 FIVC FENCE MAIN
— VY -LSM — LIMI7IS CIA CIISTUREIANCE
ElXIS7YNC FCRCE MAIN
— — — 3XISTING SAN. SEWER
____ Elh1IS71INC S71GRM HIWOR
ElXIS7YNC TREIEI GINE]
SIL 71 FIEINCEI
471+C 0
PROFILE - IM PIACI 5
SICAIIE: ;1"= �0' HORIZ.
A "= 4' VEIRT.
DIEHL & PHILLIPS, P.A. ECRCEMAIN REPLACEMENT BOR MgACI5 SHEAT
CONSULTING ENGINEERS - LIIC. NO. C -OW AVENT FHRRIY PUMP STATION PLAN AND PROFILE ( of
13&P 1500 PINEY LAINS RDI., SUITE 200 TOWN OF HOLLY SPRINGS PROJECT No. -
8
GARY, N.C. 27518 • [phone] 1 HOIILY SPRINGS, NORTH CAROLINA
EXIST. GRAD
340
340
VC FO CEI MIN
0
z
cc
Ca
330
330
471+C 0
PROFILE - IM PIACI 5
SICAIIE: ;1"= �0' HORIZ.
A "= 4' VEIRT.
DIEHL & PHILLIPS, P.A. ECRCEMAIN REPLACEMENT BOR MgACI5 SHEAT
CONSULTING ENGINEERS - LIIC. NO. C -OW AVENT FHRRIY PUMP STATION PLAN AND PROFILE ( of
13&P 1500 PINEY LAINS RDI., SUITE 200 TOWN OF HOLLY SPRINGS PROJECT No. -
8
GARY, N.C. 27518 • [phone] 1 HOIILY SPRINGS, NORTH CAROLINA

511
GRAHAM, DANIEL ` , BALDYCA, BENJAMIN
& KRISTIN RI � B��� D.
20� \ \ � 20-120-1AVNNT NEAbQW9 LN
AVVENI-(4EADOWS Lf
PIN: CIE 480861 E A � � � \ PI I\: 064E108114�-
EXIST. PEFN1I�IENT MAWT. CORRIDOR \ \ I \
WETLIFIDS &PACT"f 2178 SF X62
— EIXIST PEFMANIEIMT-WINT.
�.�.. _ C ORR.IDOR WETLI FIDS
iIN7PA-CT- 7- - 41CI SF
r
APPF OX. J OCA T OM EXI S T. EXIS T
8" PVC FORCE MAWII WG �O SAN. SEW
iBM 19,98 p0, 5.3E ASEMENT
MOORE, TIMOTHY J10HN
/ 1C14 SY0AMORD RICICIE LN
/ PV OE 4EIC181074
STEIGER, GREGORY C.
& WENDYI S.
108 9YCAMORH RIDGR LN
PIN: OC4808C OC J
PLAN - IMPACTS 6 & 7
SCALIE. 1"= 20'
IMPACTS
licM,,Nis •;•;•;WETLANDS IMPACT IN ENIST.
!i!��!!i!i!i!i PERMANENT ]MAINTENANCE
.ID
IMPACT • •
GENERAL NCTES:
1. FIER ➢OWN CF NOJLY SFIHINGS UDO SECNGAI 1.06 (D.)
'NGN—ELEICNIIC U311111Y LI1\I35 — IMFIE CTS OTHER VAN
FORFIANDICCLAA CAOS3AIG' ARE EXEMFIT IN BOTH CF81
(Cf PEI FEIAR EILIFH9R ZCNEI 1) IND CFEI2 (CAPE FEIAA
EICFFER 21GAIEI 2) 6IUFFEIAIS.
LBGBND
� FV � FV � FIRC POSEID 18" C 5105 PVC FORC O NMN
-LSM —M JIMIT5 OF CIISTL.RBANCE
EXFM EIXISTING FIORCEI MAID
— — — — — EMSING SAN. SEIwEH
----------- EIXISTING 5TOMM 5EWEAI
EIXISTING 71REIE ONEI
—1 Id T FEA CEI
360 EIXIST. CRACIF 36C
oeG
� U
PVC FORCE V1 IN l
I
3510 3510
517400
PROFILE - IMPACTIS 6 & 7
SCALEI: I"= 2C' HOFJd.
I "= 4' VER T.
518+00
DIEHL & PHILLIPS, P.A • FORCEMAIN REPLACEMENT FOR H PACT 6 `' aEln
D&P CONSULTING ENGINEERS - LIC. NO. C-0465 AVENT FERRY PUMP STATION PLAN AND PROFILE cirl
I SOC PINEY LAINS RD., SUITE 20C X WN CF HC LLV SPRINGS F RC JECT Na . - 8
CARPI, N.C, 27518 . [phone] I HCLLIY SPRINGS,, NICRTHI CARCLINA

D I E ENERGY PROGRESS INC /
TAX DOPT - DW -410 550 S IRON SIT
/ I CII-AFIL�II -96J85-A54!17142CI0
� I
;c 11 F] 21�' S Tfflfl, ENCASEMENT
PIPE (MLN. WNILI TW---
-z5G') �
INS714HEI0 BY OPEN C6T
IQP
-ADEI,IT,ONALI JC'
PERM. EASEMENT
\N
E`er -
/
SIL11 FIEINCEI OUTdET,
EXLS,TLNG EASEMENT
��PIgUFFER IIEN
COR LST15ILI7B S719EAM CHANN1 51010;OFcIMALI WATR CSS CWNN�L �F
EVELIW 7Fl
\ '2" TH)CMAIESS GF CSS 'EI' RLPBAR -TCP CF] WRAP 71C EfI SLIT
SPLAIN, ZRq(M G & NiARJORIE L. EIXAL TO FIREI-CGNSTRLICTICNZT60M BE0 01EIVA'TLCN. STBJL ZE1
4CI42 B13R�4 E❑CIO RDA � � � 17FEAM EAW AEICVB NG(IMALI DAWIAI LIEVEY WLI'h N09Th AM�AN
AIN: -OE 48J90L119-8 ( GREEN 5C-250. / .I
PLAN- IMPAC Tl 8
SCALE: A "= 20'
]IMPACTS
1 — 23 LA - CHANNHLJ IMPIACT
136 SF - CHANNEL IMPACT IN
EXIST, PERMANENT
MAINTENANCE COME CR
GENERAL NOTES:
7. HER 71C WN OF HOLLY SRRINGS UDC SECTION A.0E1 (D.)
'NCN-ELECTRIC UTILITY LINES - IMF14C7IS C71HER THAN
FIERFIENDICULAR CRCSSING' ARE EIkENRI IN EIGTH CFB]
(CAHEI FEf R BOFFER 210NE 1) AND CFB2 (CAPEI FEAR
EIUFFER ZONE 2) BUFFERS.
LEGEND
M1 FM � FN FIRC HOSEID 18" C905 PVC FORCE A<AIN
—
Ilk —LIMA LIMITS OF CII571LRa4NCE
EXFM EXISING HORCE MAIN
— — — — EMANG SAN. SEWER
_____------ EX151NNG SIICRM SEWER
EXISNNG TREE LINE
SIILII FEINCE
86+00
PROFILE - IMPACT 8
SCALJE: .I "= 2G' hIORIZ.
I"= 4' VERT.
87+00
DIEHL & PHILLIPS, P.A. VORCEMAIN REPLACEMENT FOR MPACT 8 SHLLII
CONSULTING ENGINEERS - LIC. NO. C-0465 AVENT FERRY P W1 STATION PUAN AND PROFILE 8 01
D&P 190C PINEY L.AINS RDI., SUITE 20C TOWN OF HOLLY SPRINGS PROJECT No. -
CARY, N.C. 27E1 8 . (919) 4 7-9972 1 HOLLY SPRINGS, NORTH CAROLINA
r--11\STILL SNCA EMENT & CA R EH P
PEI ACROSS
CHANN L Y PEN C ST BELIZE
CLASS 'B' RSP AFI. TOP OF kPRAF1
STREA
TO BEII
CHAR
SET E
EL
LAd
TO PR -CONS AUCTI N STREAM BEID
LEVEL ITH N RTH AMERICAIJ AMERICAGREE
ELEIV
SC-
TON.
50.
EX�IS T. GRADE
300
_--
300
.I2" M111 V -
CLEAR
290
290
— LNGASWLN1
L
—
'
STAd L 11 BY PPEIN CUT
86+00
PROFILE - IMPACT 8
SCALJE: .I "= 2G' hIORIZ.
I"= 4' VERT.
87+00
DIEHL & PHILLIPS, P.A. VORCEMAIN REPLACEMENT FOR MPACT 8 SHLLII
CONSULTING ENGINEERS - LIC. NO. C-0465 AVENT FERRY P W1 STATION PUAN AND PROFILE 8 01
D&P 190C PINEY L.AINS RDI., SUITE 20C TOWN OF HOLLY SPRINGS PROJECT No. -
CARY, N.C. 27E1 8 . (919) 4 7-9972 1 HOLLY SPRINGS, NORTH CAROLINA

JFP
JFP
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FORCE MAIN
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I : A
-4
IMPACT
P-4
cel
P-402
WDEX SECTION 1
S011E,-1'= 100'
P.4
'A
p,V
LAf
If
0
Q Qw�
IMPACT 4 lI
-.1
IMPACT 5
nldp 7
--------------
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ACT 6 ------
00, c
AP-iON 2
s k
INDH�(
SCALE. 1' = 100'NI
IMPAC P9 rl
IMPACTS gi
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= 111.011INgiMil R
<
END 1811 1wc
FORCE MAIN
/A --------- --------
0
GRAj3f IC SCALE
n\TDRXA4AP-S.ECnON13 lea 01 59 Im 200
S(WE.- 1'= 100'
jl� FEE li
hh=� %

DIEHL & PHILLIRS RA
CONSULTING ENGINEERS
F H. 919-Z EI7-997'I
I C10CI PII\ EY RLP INS RD SUI1 E 4'1[10
CP RY, N CI 2; 9'18
DATIE O
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