WQ0037350_Application (FTSE)_20200505

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DocuSign Envelope ID: B27592C8-6F784205-A410-153929F04AD6
State of North Carolina 999
Depattlnent of Environmental Quality
DWR
Division of Water Resout-.es
I SA NCAC 021' .0300 - FAST 7 RACIC SLIVCR SN'STLMI L1TI:NSION APPLICATION
Division of Water Resources ITA 04-I6 & SUPPORTING DOCUMENTATION
•� y�? w5
Appliciitiun Number�_T! J. 5—o _ (III ka,rnlwcl.-,by D%M
is niu.54 lie con► flctcel or, the aWwatiou will beresm-nei
1. APPLICANT INFORMATION:
1• Applicant's nurne: Town of I [nl(v_Sorinu (company, municipalit), I10A, utility, etc-)
2 \pIgicunt type; ❑ Individual ❑ Corporation ❑ G:ncral Parnnership ❑ Privately-01+mcd Public Utility.
❑ I-edenl ❑ statc(County 1Z Municipal ❑ otlier
3. Stbnatureauthodty's natne: Kendra D I'arrish._E- per I 1 NA 11 rt_I Oil<,II,
'title. Director of'..neinecring
4. r\ppiieant's in:iiling address: 128 Sault, Milill SlEcc
city: I loth Snrini state: NL %ip: 54f
5. Applicant's contact intbrination,
Phone nurnbet. (9M) :51--3Diiuil ,\ddress: and [e-mail]
il. 11Ita[Eff INFORIN9,ITION,
l• Project name: Baal Creek Regional Pump Station & Force Main
2. ApplicadOWParject status: -X— Proposed(lien• Permit) ® I:Aisting Ile unit/l'ruicci
If a modification, provide the existing permit number. 11(2C l 37350 ;end issued date: 09+i7f2014
If new construction but part of a master plan, provide the existing permit number; %VQ170
3. County where project is located: Wake
4. Approxirnate Cuurdinates (Decirnal Degrees): Latitude:35-37.41 07- Lon gittide: 78-50.24.26
S. Parcel lid (if ;ipplicable)- 0648-72-2925 0648-73-3401 0648-73-36743 & 0648-83-7205
(or Parcel ID to closest downstream serer)
111. CONSULTANT INFORMik PION:
1. I'rufcssiunal Cnbineer: i m n Licensc Number: 033322
I-irm: Freeland & Kauffman, n
NIailirig addre5s:209 Z&St Stanl-Avenue
City: Cj[PP.nyiRe State: sW Zip_ 200
Phone numberM-672-3425 Livaiil Addr3S-tslmmon9(i)NJnrcnm
IV. W,%STMATF' 11 -1-ItFA'1'UENT FACILITY (%NWTF) INFORMATION:
1. Facility Name, [ v r' i Pcrmst NvrO cr: N (L,-1 M
0%%ner Name: Town ON 1101Y.,
V. RECLIVING DOWNSTREAM SL%VIat INFORMATION (ii'different than WNV'I'l):
Connectin p to Honeycutt Farms 12" FM
!. Permit Number(s). Wj, 0040507 Downstream (Receiving) Sewer Sirc: —i'M I
SrstemM,ideCollection System Permit Numbetts) (:f applicable)- WQCS 00192
Owner Name(s); Town of Holly Springs
k f ORNI : Fl"A 04- I G Page 1 u ,` 5

DocuSign Envelope ID: B27592C8-6F784205-A410-153929F04AD6
THE COMPLETED APPLICATION PACKAGE INCLDING AI. LSUPPORTING INFORMATION AND
MATERIALS, SHOULD $ESENT TO TIIE:*,I'I'IiOPRI.k-l-F 1Z Gl()N.11.,(IFI;ICT:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Aj!my!le Regignal_Office
2090USHighway70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Walvr%iality Seclint
Swannanoa,North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
(828) 299-70,13 Fax
Rutherford, Swain, Transylvania, Yancey
Eu-P,ttaville R ni,) OFfir�
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke.
WaterQuality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
�grrsvilh> Regional Office
610E. CenlerAvenue
Alexander, Cabarrus, Catawba, Cleveland.
VV,-itQr Quality Sect'nn
Mooresville. North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
R,� it h Rg.gionpfire
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Watgrallality Sectioli
Raleigh, North Carolina 27699-1626
Granville, Halifax, Johnston, Lee, Nash
[phone]
Northampton, Orange.Person,Vance, Wake,
[phone] Fax
Warren, Wilson
W ashin on R tluna! Officr
943 Washington Square Mall
Beaufort, Sertic. Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Curriluck,Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico,Pasquotank,
[phone] Fax
Perquimans. Pitt, Tyrrell, Washington, Wayne
4Ylflsi79tor� R i n _! QFfitc
127 Cardinal Drive Extension
Brunswick. Carteret Columbus Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
VV iris n-SLi lern-Realoiia I Office
450 W. Hanes Mall Road
Alamance,Alleghany, Ashe, Caswell, Davidson.
Water Ou,2 ity, 5gctiion
Suite 300
Dame, Forsyth, Guilford, Rock;ngham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry. Watauga Wlkes.Yadkin
[phone]
INS I'RUCf IONS FOR 1,01(yl: I -'TA 0.1-16 K St lPPORTINO I)0Ct!r11I:11fl"AIION Page 3 of 3

DocuSign Envelope ID' 627592C8-6F78-4205-A410-153929F04AD6
%A CKNIVRAL Hl•.QI11w mt?V'1'S
I. II' the APplicapl is a Privalely-Oitncd Public Utila}', hus a CcrtrGcute ofi'ublic Cunvcnieoce ,md Krt, asilt bcen UtlacltcM
❑ Yes ❑ No x NIA
2 ll'the Applicant is a Dcvtiloper of lots to I)c .sofal, has a • .- I� t'.; —�_ U cn attt,+chtJ x
❑ Yes ❑ No x til,1
I IF1.1w Applicant i:; a' -.L.
4. Origin ofN%'astCt%ater' (check all that ztPlxk1
❑ Residential Owned ❑ Rclall (Stores,Cell MIS, r1,01S) ❑ Car -Wash
❑ Residential Leased ❑ Road wish food preparation lscmh-c ❑ Ilntcl and.ol-.Motcls
El School / preschool+ day' care El Medical : dental; %eterinary facilities ❑ Swrimming fool /Clubhouse
❑ rood and drink tacilities ❑ Church ❑ Suimrning Pool/Filler tiackvwsh
❑ l3usines+eSlollires / iJc[oricr ❑ trtnsing Howe x tlthcr (Explain in Attachmenti
$_ Mature uf "%. Domestic/Cumincrcial "6 Commercial
94Indus u'ial (- • t= � `
315 OWN a Piclrcatrnent Prv.-ram in e:ffcct7 ❑ Yes ❑ to
6. I Iss a (lute rCductiott been approved under r' \ +' t ( , '� -' �._�_._? ❑ Ycs EL No
If ycs.Irro►ide a vnit_of Ilrnm' redwaimr :rlrlrr'm-d letter
7 Summmi7c tt'asacu;rtcr zncratrd by prnjcct
1'St.11)"Slttneltt Type (sec rl2 t .r(t 1 "to)
Daily Flnry "•t'
No. of ['nits
I�Inty
*ull
(if'I1
gal
GPD
gull
ON
g.tl'
Cil'1)
gau
GPD
eal!
GPD
Trull!
GPD
it See - k, '....'ti�_T— _ .LL i. till. cal eats t0 rate.~ (i,c.• minimum Ilmv per
dtvellin�: propos{d unknotisn n�)n-eciiJeo)lial Jc� elupntert rises; Puhliraeccss facilities IucatcJ near high public use,uars,
and residential property lncatCd South n; ea,t nfthc Atlantic Irtttacoastat l.'aterwav to he used as vacation rentals as deGn•. d
ire ( 'I ).
t) Per BA NCAC: 02T .0114(c), design flmt r,nc; tnr cstabli.Aimmts not identified lin table i xs \, W I :J Shall hL
detcrmit)cd using available Ilms data, hater using tixture,;, Occupancy or oPOM01111 p.tttcrn.i, and Other mcas used d eta.
S. Wasteuatergererated by p,Oject: -L Gl')) (per ' � N '.r .ti—_ . _ _ I_:)
Do notineiude future 11oe%N or previously Permitted allocations
If permitted flow is zero, indicate uhy:
❑ Pump Station or(iravity Saver ml)cre tie:, v.ill be prmt,ttCd in sul)Sequcnt permils that conne.:t to d)is Imv
❑ Flow has already been allocated in 11ermit Number.
❑ Rehabilitation or replacement o1•euSting scv.'er with no net% Il,)%v e-,pected
❑ ()Iher (l:xPlain):
rOMI: rTA 04-16
I'agc : 0l`5

V11. GRAVITY SEIVER DESIGN CRITERIA (if Applicable) - 02T.0305 &MI& (Gra%ity _Simers}:
1. Summarize gravity sewer to be permitted:
Size(inches)
Length (feet)
LNIaterial
16
2,252
DIP
12
808
DIP
PHASE 2
PHASE 2
i Section II R III oft lie 1vlDC for Permitting of Cravity Sewers contains inlomuation related to design criteria
i Section III contains information related to minimum slopes Ibrgravity seacer(s)
O%ersizing lines to meet minimum slope requirement is not allo%sed :and a %iolation of the MDC
N'II1. PUMP STATION DESIGN CRITERIA (if Applicable)—02T_.0302; & N111C lPurno Stations/Force MainJ:
(70NIELFEE FOR FACHA O` LN:1DF N TillsPRO-IFrT
I. Pump station number or name: Basal Creek Pump Station
2. Apprommate Coordinates (Decimal Degrees): Latitude:35-37-29.92 Lon Qitude: 78-42-43,4
3. Design flow ofthe pump station: 1.38 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s ): 957 gallons per minute at 220 JLet total dy namic head OU 1)
5. SummariA: the torce main to be permitted (Ibr this Pump Station):
Size Iinches)
Length (feet)
Material
8
21437
PVC
12
798
PVC
8
4,741
PVC
6. Power reliability in accordance «ith I fit INCIC tl? 1 030ifl t l l:
PHASE 2
PHASE 2
PHASE 1
x Standby power source or pump %%ith automatic act i,. at ion and telemetry - 15A NCAC 02T .0305(h)(1)(13);
i Required for all pump stat ions with an ayeragedaily flow greater than or equal to IS.1M gallons perday
Must be permanent to facility
Or if the pump station has an average daily Iloay less than 15.000 gallons per day:
❑ Portable powersource with manual activation, quid. -connection receptacle andtelemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemeln - 15A NCAC 02Y .0305(h)(1)(C):
i It shall be demonstrated to the Di% ision that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
II'theportable po%%ersourceorPump is dedicated to multiple pump slations.an e%afuation ot`all the pump Stations'storrge
capacities and the rotation schedule ol'the poilable po%%er source or pump. including travel timeframes. shall be prop idcd
in the case ofa multiple station power outage.
I ORIM : FTA 04-16 Page 3 of 5

DocuSign Envelope ID: B27592CB-6F78.4205-A410-153929F04AD6
IN, SETRACICS s SFBARATIONS-(0211.0200 x 15A NCAC 021'.0305(o):
1. Does the project comply with all separations found in i; \ tI M r ' " 1 141 - & I r
I GA Xfir'A r i 7"r' nin{trf .,r„inc m —141— el,•., e1-11 1— , ,-,,Vi,t aril (nr 4—k-r Ct CIPme'
x Yes ❑ No
Setback Purametere
Separation Required
Sturm sewers and other utilities not listed below (vertical)
24 inches
Waterinain,s (vertical-waWr overse"vrincludnia In benchedtienches)
18 merles
Watcr mains (1`101'i7onlal)
10 feet
Reclaimed water lines (vertical -reclaimed oversewev)
18 inches
Reclaimed water lines (horizontal-reclahned overse"cr
2 feet
"Any private or public ►%.ucr supply source, including any wells, WS-I eaters of Class I or
Class If impounded rescivoirs used as a source of drinking water
100 feet
.• Waters elassiiied WS (ewept WS-I or WS-V). B. SA, ORW. I IQW, or SD from raalmml
high Water (or tide elev anon) and wetlands (see item IX 2)
50 1'ect
•IAn)•otherstream, lake, impoundment, or groundv+atcr lowering andsurface drainage
ditches
10 led
Anv building firundalion
5 feet
Anv basement
10 feet
TOP slope ofembankment or cutsol'2 feel or more vertical height
10 feet
Drainage systems and interceptor drains
S feet
Arivs%viniminy pools
10 feet
Final earth grade (vertical)
36 inches
3- I * \ M_1l_ -- I,- ��r,J contains alternatives where separations in 1121 W,r 1;, I'! cannot be achieved.
"Sircam classifications can be Identified using the Division's \( Nr "A: c r,'La:-114 ,up,nti
If noncompliance with WI - _, r , - r<, see Section X of this application
2. Uses the project comply With sepa-ration requirements tier wetlands? (50 1i ct oi'sepwation) x Ycs ❑ Nn
Y See the Division's draft Separation requiremenis for Situations %%Mere separation t:annut be meet
i No variance is required if the alternative design crileria specified is utilized in des ign and construction
:- As built documents should reference the location afareas cflcctcd
3. Does the project comply WFIh ail scitucks lirund in tile river busin rules per 1f 1 1( A I_Nt .10gI? x Yes ❑ No
"- This would include'l-ruut Buffered Strearns' per i;. \1 ki- 11 ,'*.Io:
4, Does theproject comply with an individual 404 Permit orany 401 Certifications? x Yes ❑ No
Wetland-rcfated permits shall be requestcd,obtained,and adhered to for proic0s that impact wet;anCIS nl" Snffi-AX nzncl5
}- InR)rmation can be obtained from the _w I NI�ii11;1- 1%111101io' I I.111.0r
5. Dues project comply with t 4 1 ♦r'-\t' 1121 OlWi, xr,) (additional permits/certilicationsI'! x Yes ❑ No
Per I; 1 M \( -1 01111;i, }ir,l, directly related environmental permits orceltification applications are bcin( prepared, have
been applied fin-, or have been obtained. ISSuanceof this permit is contingent oil issuanceafdepcndent permits (tausion and
sedimentation control plans, stoninvaler management plans, etc.).
6. hoes this project include any sewer collection lines that arc deemed "high -priority?"
Per I i \ \t V I' I rin', "high -priority sewer' means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks thatis suhjeuto erosion thatundemrines ardeteriorates the sewer,
❑ Yes x No
If yes, include an attachment with details firr each line, including type (aerial line, %iii, material, and location).
High priority lines shall he insliected by the pertnittee or its repcesentatiw at leastmrce every six -months and inspections
documented leer 15A NC_1C 02T-0403(a)(5) or the perrnitee's individind System -Wide Collection permit.
FORM : FTA 0.1-16 Page 4 of .5

DocuSign Envelope ID. 827592C8-6F78-4205-A410-153929F04AD6
X. CF,i2TIFICATIONS.
1. Does the submitted system comply with I i 1 t( \( W Ft the \llt untili1 (4' lor.Azy l!t-1mitrl-l6' ell 11Ittllh
'111d I mtI - \ldlll,s 1!dli-a.1 ,-r6tw i and the (alx Ir5 ',,n�, I \ h um.sm t rci,r t as applicable?
k Yes ❑ No
il'No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents 1pr
review. AlHwoval of the request is reftilirell prior to sub8ri is 1 ofilig East Track AtioicaHmt and %m rrtinP documents .
2. Professional Engineer's Certification:
+, attest that this application lur
(Professional Engineer's name from Application Item 111.1.)
has been reviewed by me and is accurate, complete and consistent with the inionnation supplied in the plans, specifications,
engineering calculations, and all Gthcr supporting documentation to the bestof my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewcr
Minimum Design Criteria for Gravity Sewers (latest version), 4-nd the ,Minimum Design Criteria for the Fast=l'rnck Permitting
of Pump Stations and Force Mains (latest version). Although other professionals muy have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal sibnilies that I have reviewed this material and
have judged it to be consistentwith the proposed design.
N(YFE — In accordance with general Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or celtificalion in any application package Shull be guAy of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to 525,000 per violation,
._.......................................................
Ngrth Carolina Proressional Drgineer's seal, signature, and ante: ',+' I ; f',
= r. i
. i
............ a:.,.. 'i...%...................
3. Applicant's Certification per 15A NCAC Q27' _0106(b):
Kendra Parrish
(Signature Authority's name & title from Application Item 1,3-)
attest That this application for
has been reviewed by ate and is accusatc and complete to the best of my knowledge, I understand that Wall required parts of
this application are not completed and that if all required supporting documentation and attachments arc not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge systemto surface waters or the land will result in an itmncdiatc enforcement action that may include civil penalties.
injunctive relief, and/orcriminal prosecution. I will nuke no claim againstthc Division of water Resources should a condition
of this permit be violated. 1 also understand that Wall required parts ol'this application package are not completed and t hat if
all acquired supporting information and attachments are not included, this application package will be returned to me as
incomplete.
\OTC — In accordance with general Statutes , tt•'ti , l and I t,-_1�.ok, any person who knowingly makes any FaLse
statement, representation, or ccttifiCation in any application package shall be guilty of u Class 2 misdemeanor, which may
include a tine not to exceed 5I0,000 as well as civic penalties up to $25,000 per violation.
OocuSlgned by:
<� Pat.�
Signature: _ Date:
4/30/2020
FORM:FTA 0 -16 Page 5of5

DocuSign Envelope ID: 827592C8-6F784205-A410-153929F04AD6
IFORCENIAIN EXTENSION I
o ale
GARRISON CREEK
LIFT STATION
GRAVITY 1 FORCEMAIN
EXTENSIONS
Map ckita 02019 1000 ft tt
BASAL CREEK
LIFT STATION

DocuSign Envelope ID: B27592C8-6F784205-A410-153929F04AD6
t7EfilA'ONi OR a
I} 0,30 OR n
ti �
a �
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2 /
J• III !4 jr'r R
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,.. q ttri3 Lit -14
HOLLY SPIPUNGS 5os" 4p C�OSyyrr
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s
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DUTCH yr[,'iFFARP sr
FLATROCX ter
u u0fls'fpL ��' o
Iv 9rt[EHt'fNE St w rr
.T
h rfFn Sit '� ,n
'p
fSSI c
0
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0
W EtAI AVE
STrN;Orr AVE gaSs rgAFAo
Ir41. � E tAAPtC Avf 4SR�49
sp h10Ry0a
FORCEMAIN EXTENSION
GRICTd"AL'F
G
JVr>P
e
f7 �o GRAVITY I FORCEMAIN 4n
EXTENSIONS r
J \
aCp 9&1pRyL�11 LH: �_
r it
6[PR0,7MS RO S
m 2 .� F
r
:flr
1
695 696 50, 697 698 °99
* SCALE 1:24 000
1 05 0 kit OMEILRS 1 _ 2
-�-1'3— 1G00 500 o PETERS LOCO 2000
16t MILS I �N 1
{ 1 0.5 0 _ _ _ —
l i! FAILS L-1T—���'-- r�—•— 1
MILES
3000 4, CO SUO 60-00 [00 8000 90000A20-$ ..
LINGAIPAHp 30t6 MAGNETIC FORTH FEET
DMIrtATiOH AT CENTER of SHEET
U.S. Nat+onal Wild CONTOUR IfITERVAL 10 rEET
I•DRTH AMERICAN VERTICAL OAT UM Or 1998
IC0.0glr� Sww Ib
'm
This trial) was produced to conform with Thn
PVIQV flatlo-nal Gerspalial Program US Tcpo Product Standard, 2011•
A nletadsta file associated with this product is draft version 0.6.19
&td Irr. D.111 rInn
175

Offsite Sewer Construction for Lowe's
Scope Narrative
The attached plans have been developed in order to provide sanitary sewer infrastructure upgrades to
serve this proposed development and the adjacent regional drainage basin.
The improvements consist of 2,252 linear feet of 16" gravity public sewer main and 808 linear feet of 12"
gravity public sewer main. This main will extend from the existing Garrison Pump Station Facility to the
existing Basal Creek Pump Station. The Garrison facility will be abandoned, and the Basal Creek station
will be upgraded to accommodate the additional flow.
The project will require 798' linear feet of 12" force main, and 2437 linear feet of 8" force main. The 12"
force main will be installed parallel to the gravity line to Piney Grove Wilbon Road (extended to the
existing Garrison force main), along Avent Ferry Road and will tie to the Honeycutt force main on Logging
Road. The 8" force main will parallel the gravity sewer main and 12" force main and will be used for
future capacity. The described quantities.are for phase 2 of the overall project where phase 1 included the
installation and permitting of 4,471 If of 8" force main (WO0037350).

DocuSign Envelope ID: B27592C8-6F78-4205-A410-153929Fo4AD6
North Carolina Dp1mri-went of Environmeni and Hatl_lral Resource's
ft kicCrory
Governor
ieptember 17 2014
Stephanie L. Sudano, P.L., town Engineer
Town of Holly Springs
P.O. Box a
Holly Springs, NC 275i10
Subject. Permit No. WQ0037350
Town of Holly Springs
Basal Creek Regional Pumr, Station a Fnrcp ibl-fln
Wastewater Collection System Lxtensio;-,
Wake County
Dear Ms Sudano.
John E. Sk,mrla, III
Secretary
in accordance with your application received August 26, 2014, we are forwarding herewith Permit No.
WQ0037350, dated Septenlbei L7, 2014, to toe Town of Holly Springs for tile construction and
operation of the subject wastewater collection system extension This permit shall be effective from the
date of issuance until rescinded and .shali lie Subject to the conditions anti limitatio-.is as specified
therein. This cover letter and supplewent shall be considered a part of this permit and are therefore
incorporated therein by reference_
Please pay particular attention to tf a falloviing conditions contained within this permit
Condition I1.11: Requires that the wastewater collection facil;ties be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittce.
It shall be the responsibility of the Town of Holly Springs to ensure that the as -constructed project meets
the appropriate design criteria and rules. Failure to comply may result in penalties in accordance with
North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the farm of a written petition, conforming to Chapter 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding
1628 Mail Seria Cen!er. Ra'egh, klorlh Cardra 27099.1617 One
Lota;hv 3800 Barred Olive, Rale:gli, North LaroIna 276C9 North Carolina
Pec1 FAX: [phone]
Inlemer:'.WAq rcW81emu31ity, r Nat rdlif
•:r, EOJJ UppO1110.1i 1 A4.2,r5tvC A0*,7 Eln bYv

DocuSign Envelope ID. B27592C8-6F78.4205-A410-153929F04AD6
Town of Holly Springs
WQ0037350
if you need additional information concerning this matter, please contact Ted Cashion at [phone]
or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by S. Daniel Smith, Supervisor
Water Quality Regional Operations
cc: John F. Phillips, P.E., Diehl & Phillips, P.A., 219 E. Chatham Street, Cary, NC 27511
Wake County Health Department
Raleigh Regional Office, Surface Water Protection Section
Water Quality Central F-les
PERCS (electronic copy)

DocuSign Envelope ID: B27592C8-6F78.4205-A410.153929F04AD6
jai®
MCDEUR
s'rATE OF NORTH CAROLINA
ENVIRONMENTAL NIANAGENIENT CONINIISSIONl
DEPARTM01T OF fNVIRONNIENT AND NATURAL RESOURUS
WASTEINATCR COLLECTION sys'rEm EXTENSION PERPRIT
in accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rides, and Regulations, permission is herehy granted to the
Town of holly Springs
'Alai<e County
for the construction and operation of a 348--gallon per rrrinute pump station with duple:: pumps, on -site
audible and visual high water alarms, talematry, and a permanent generator with autornatic transfer
switch as well as approximately el,741 linear feet of 8-inch force main to sepre a subdivision and
unspecified future growth as part of tite Basal Creel, Regional Pump Station u Force Main project, and
the discharge of no additional gallons per clay of coller.terl domestic vmstewMer into the Town of Holly
Springs existing sewerage system, pursuant to the application received August 26, 2014 and in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the vast-Tracic Permitting of Pump
Stations arid Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein
Permit issued this the 17th day of September, 2014.
1 ti ,1
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ00373SO

DocuSign Envelope ID: B27592C8-6F78-4205-A410-153929F04AD6
SUPPLEMENT TO PERMIT COVER SHEET
The Town of Holly Springs is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Town of Holly Springs
Wastewater Treatment Facility (NPDES Permit No. NC0063096) prior to being discharged into the
receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
NONE
U. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer
Min'mum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials unless specifically mentioned herein.
3. Th`s permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 1SA NCAC 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC ZT .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.

DocuSign Envelope ID; B27592C8-6F78-4205-A410.153929F04AD6
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
p8r year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e- High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
i- A general observation of the entire sewer system shall be conducted at least once per year.
g- Overflows and bypasses shall be reported to the appropriate Divislon regional office in accordance with
15A NCAC 28 .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
rq. A Grease Control Program is in place as follows-
1- For public owned collection systems, the Grease Control Program shall Include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at ex -..sting establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement For violators and the legal means to control
grease entering tie system from other public and private satellite sewer systems.
2- For privately owned collection systems, the Grease Control Program sha'I include at least bl-annual
distribution of grease education materials to users of the collection system by the permitlee or Its
representat.ve.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph ;f necessary to prevent grease-relatedsanitary sewer overflows.
i- Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accesslbility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Ra eigh Regional Office,
telephone number 919.791-4200, as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the f Wolwing;
a. Any process unit failure, due to known o, unknown reasons, that renders the facility incapable of
adequate wastewater transpo!t, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c- Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the Initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must

DocuSign Envelope ID, B27592CB-6F784205-A410-153929F04AD6
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form
CS-S5O (or the most current Division approved form) can also be completed to show that the SSO v.as beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result In an overflow or bypass discharge of wastewater to the surface
waters of the State.
7. Per 15A PICAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
if the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification Is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage rel'.abllity option selected) for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly Identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial) Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length Increases of 10% or greater, Increased flow, pump station
design capacity design increases of 5% or greater, and Increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement

DocuSign Envelope ID: H27592C8-6F784205-A410-153929F04AD6
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. in the event that the wastewater collection facilities fail to perform satisfactorily, Including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be Imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 1SA NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 28.0200 and 15A NCAC 2H .0500.

DocuSign Envelope ID: B27592C8-6F784205-A410-153929F04AD6
FAST TRACT{ ENGINEERING CERTIFICATION
Permittee: Town of Holly Springs Permit No, WQ0037350
Protect: Basal Creek Regional Pump Station & Force Main Issue Date: 9-17-2014
Complete and submit this form to the permit issuing regicnal office with the following,
• One copy of the p{oect record drawings (plan & profile views and detail drawings of seder lines) of the wastewater
collectlon system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construck'on.
• Support ng design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
to the project should be clearly Identified on the record drawings or in written summary form. Permit
This project shall not be considered complete nor allowed to operate until the Division has received this Eng neer's
Cert fication and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides Rroof of receipt by the Division.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements , the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ( periodically. ❑ weekly, ❑ full time) the construction of the subject project
for the Periniltee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable, and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
................... _...... ...... ..__....._._........
F
{
i
1
1
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
RALEIGH REGIONAL OFFICE
3800 BARRETT DRIVE
RALEIGH, NC 27609
The Permittee is responsible for tracking a;l part;al certif cations up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Use Only:
Flow from this project is tributary to:

Robinson, Jason
From: Robinson, Jason
Sent: Wednesday, July 1, 2020 3:15 PM
To: Clif Dellinger, Elizabeth Goodson; Todd Simmons
Cc: Sara Emig; Cashion, Ted; Kendra Parrish
Subject: RE: --[EXTERNAL]--RE: Lowe's of Holly Springs, NC (Off -Site Sewer) - NCDENR Re -
Submittal
HI Clif & Sara,
If the existing 3" was not included in the original permit that's being modified (WQ0037350), then it should not be
included in this app or the modified permit that will be issued. The app should be modified to remove the 3" line, and
the narrative should be revised.
It sounds like the 3" was part of another permit. If the change was over 10%, then that permit would need to be
modified too. But it sounds like the change is less than 10%.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Clif Dellinger [mailto:[e-mail])
Sent: Tuesday, June 30, 202011:12 AM
To: Elizabeth Goodson <[e-mail]>; Robinson, Jason <[e-mail]>; Todd
Simmons <[e-mail]>
Cc: Sara Emig <[e-mail]>; Cashion, Ted <ted.cashion @ncdenr.gov>; Kendra Parrish
<[e-mail]>
Subject: RE: --[EXTERNAL]-RE: Lowe's of Holly Springs, NC (Off -Site Sewer) - NCDENR Re -Submittal

• Externs! emall. Do not click links or-apen attachments unless you verify. Send all suspicious email as an attachment to
r ov - - - --
Elizabeth,
You are correct.
To further expand:
1. We understood that since the 691' of 3" constituted less than 10% of the permitted quantity for
Permit No. WQ0039289, no modification was required.
2. With the current plans showing the proposed 3", I included the quantity on the current
application. We can remove it from the proposed quantities list on the application if that
provides the needed clarity.
3. 1 believe the difference in lengths of the 3" is a function of a previous plan having had only a 3"
crossing under Piney -Grove and the current plan having a much different treatment of the
proposed 3".
Thanks,
Do not hesitate to contact us should you need additional information or have any questions.
Clifton R. Dellinger
Freeland & Kauffman, Inc.
209 West Stone Avenue
Greenville, SC 29609
(General) 864-233-5497
(Direct) 864-672-3420
e-mail: [e-mail]
From: Elizabeth Goodson <[e-mail]>
Sent: Tuesday, June 30, 2020 11:02 AM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>; Clif Dellinger <[e-mail]>; Todd Simmons
<[e-mail]>
Cc: Sara Emig <[e-mail]>; Cashion, Ted <ted.cashion ncdenr. ov>; Kendra Parrish
<[e-mail]>
Subject: RE: --[EXTERNAL]--RE: Lowe's of Holly Springs, NC (Off -Site Sewer) - NCDENR Re -Submittal
Clif — please confirm the following but I believe the 3" force main referenced is not a part of the HS Basal Creek PS or the
Garrison PS but was from the Elementary school pump station located off Honeycutt Road. The school was referenced
as E-45 or Buckhorn Creek Elementary School. There was a Public portion (WQ0039289) and a Private portion
(WQ0039270) for this project. The public portion I believe is the portion that includes the 3" force main referenced
here. The tie point of the Force Main is close to the point at which Lowes is modifying the lines so it is my understanding
that there is a minor adjustment to the length of this force main.
Jason - Would it be helpful for the engineer to update the narrative to more clearly reference this other permit with the
force main that is mentioned. I believe we had talked about how the amount of the adjustment may not trigger an
update to that permit but would it be helpful to outline that in this application.
If the town needs to sign the application or concur through e-mail with the update, we can do that once we have these
questions/comments addressed.

Thank you,
Elizabeth
Elizabeth C. Goodson, P.E. I Utility Engineer
To%%n of Holly Springs I Engineering Department
P.Q. Box 8 ° r_8 S. Main Street
I Intl) Springs, NC 27540
Direct 919-537 3933
www.ltollvs rint,snc.us Boll s rin >snc.uti
i [instagram.coml
1=acebook I'acebook.com I T%vitter_ftwiuer.conij Insiagram
For operational changes associated with the Town of Holly Springs - Engineering Department COVID-19
response please visit: htta://www.hollysorinasnc.usllB48IDevelopment-Services jhollysprinasnc.usl
From: Robinson, Jason <lason.t.robinson(@ncdenr.eov>
Sent: Monday, June 29, 2020 5:39 PM
To: Clif Dellinger <CDellineer( fk-inc.com>; Todd Simmons <[e-mail]>
Cc: Elizabeth Goodson <[e-mail]>; Sara Emig <sara.emie(Mhollvsorinesnc.us>; Cashion, Ted
<[e-mail]>; Kendra Parrish<[e-mail]>
Subject: --[EXTERNAL]--RE: Lowe's of Holly Springs, NC (Off -Site Sewer) - NCDENR Re -Submittal
Clif,
Please see my email below that I sent earlier. I'm also noticing the narrative that was submitted with the applications
states that that the project will 118 linear feet of 3-inch forcemain, but the new application says that Phase 2 will have
691 linear feet of 3-inch forcemain. The narrative also states that there is existing 3-inch forcemain, but there was none
included in the original permit issued in 2014 (nor in the Garrison PS permit issued in 2008). Please explain.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Robinson, Jason
Sent: Monday, June 29, 2020 5:24 PM
To: Clif Dellinger <CDellin er fk4nc.com>; Todd Simmons <TSimmons fk-inc-com>

Cc: Elizabeth Goodson <[e-mail]>; Sara Emig <[e-mail]>; Cashion, Ted
<ted.cashion(ZDncdenr.eov>;'[e-mail]' <kendra.narrish[iDhollvsprinesnc.us>
Subject: RE: Lowe's of Holly Springs, NC (Off -Site Sewer) - NCDENR Re -Submittal
Hi Clif,
Sorry for the delay. I just noticed that the revised application you sent had 691 linear feet of 3" forcemain that wasn't in
the originally -issued permit or on the original app that was sent for this new modification. According to the Division's
Minimum Design Criteria, forcemains must be a minimum of 4-inches in diameter, unless "the pump is capable of
grinding, chopping, or cutting solids or a mechanical means of reducing the size of a three-inch solid and any trash or
stringy material that can pass through a four -inch hose is installed at the pump station."
Please address this.
We'll also need the applicant's (Mss. Parrish's) approval for the changes made to the modification application. This can
be done via email after the above is addressed.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Clif Dellinger fmailto:CDellineerPfk-inc.coml
Sent: Thursday, June 18, 2020 4:55 PM
To: Robinson, Jason <[e-mail]>; Todd Simmons <[e-mail]>
Cc: Elizabeth Goodson <[e-mail]>; Sara Emig <sara.emie Hollvsprinesnc.us>
Subject: [External] Lowe's of Holly Springs, NC (Off -Site Sewer) - NCDENR Re -Submittal
r� External email, l]o not+tJick Ifnks cr open attaiJiments uhIessyou-verifgL'-S.bM a I I suspfdbus email as an attaihranent-to
rt.s m,5nc. ov
Jason,
In response to NCDENR's comments from 05-29-20 and to follow up from our recent conversation,
attached is a comment response letter in addition to an updated page 6 of the application. We would like
4

to ask if you could please swap -out or slip -sheet the updated page 6 into the previously submitted
application.
Please advise if you need us to send hard copies of the submitted documents.
Thanks,
Do not hesitate to contact us should you need additional information or have any questions.
Clifton P. Dellinger
Freeland dt Kauffman, Inc.
209 West Stone Avenue
Greenville, SC 29609
(General) 864-233-5497
(Direct) 864-672-3420
e-mail: cdellingerE fk-inc.com
DISCLAIMER:
The contents are ownccl by Freeland & Kauffman, Inc. and are protected by United States copyright Ian s. By opening this draining, the Recipient acknowledges and agrees to the
following:
I. Freeland & Kauffman, Inc. issues the information contained on this drawing for the sole use of the recipient. Freeland & Kauffman, Inc. olTers no i arranucs, expressed or
implied, concerning the accuracy of the information therein.
2. From time to lime, as maybe required, revisions to the plans may be undertaken by Freeland & Kauffman, Inc. These revisions mayor may not be incorporated into the
Autocad version of the drawings. The recipient claims full responsibility and liability for coordinating n ith the most recent approved design drawings
3. Freeland & Kauffman, Inc. is released from all liability resulting from errors or omissions occurring as a result orthe use or misuse of any and all electronic data issued to the
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J. The recipient shall be solely liable for the loss and/or damage resulting from errors or omissions occurring as a result of the uses or misuse by any employee, agent, or
subcontractor ofany and all electronic data issued to the recipient by Freeland & Kauffman, Inc,
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