WQ0042052_Application (FTSE)_20201009

State of Nordi Carolina
IPW-R Department of Euvlronrttesental Qaallty
Division of Water Resourc ISA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04.16 & SUPPORTING DOCUMENTATION
Application Number joke, IM b7lriVltr T
All Items tong be completed or ! r will be rMmed[ .r�
�r
L APPLICANT INFORMATION.
I. Applicant's name: City of Durbem (mmimry, mtmicipaluy. I IOA unity, etc.)
2. Apptkant type: ❑ Individual 0 Catpaation ❑ Gmaal partnership
❑ Federal Must ® Municipal
3. Stamture authority's came, Ruben N. lovrrer.lr.. PE per 1 SA NCAC 02T 0106tb1
Titim l7cvelonment Review Q= Mnnaser
4. Applicant's mrlling addmis. 101 City Plaza
City: Stale:lC ZIp:27,ZQI-�
S. Applicant's Contact lalbrmatlan:
Plume number. (Q D S60.1326 Email Address v
`yl K,(6.►Y
❑ Privately -Owned PWblie Utility
❑ Odw
U. PROJtCT LNEORA1AT1ON:
I. Project run¢: Eli, Red Ebw 2
2. Application/Project status: ® Proposed (New Permit) ❑ E16lift Pwminnaleel
If a modification, provide the existing pennh number: W000— and iaued date —
If new construction but part of a master plan, provide the existing prmrit number. WQOO_
3. County where project is located- J�
4 Appm;4— a Coordinates (Dadmal Degreea): Lalimda: 35,9521• LawtudC-]i.E619'
S. Parcel fD(ifapplicablel: 163200
(or Parcel ID to closest dowosueam se erl
111. CONSULTANT INFORMATION:
I. Profesuonal Engineer, Rna A License Number ��
r— MWIM
Mailing address.
CUy Durham State', MC ZIP' 27717'—
Met: number (ED 361Email Addren
IV. WASTEWATERTREATMBNTFACILITY (WWTF)INFORMATION:
I Facility NameQurhomCountyTfkadeWWTF PermitNumber
Owner Name: Durham COM(y
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if dlfferert IYaa WWTF):
I_ P&mis NumbejQ: WM Doxnitrtism (RCCOVing) Sower Saar. JZ IPA
WQCSOM
Owner Name(s). puriam Com
FORM FTA 04-16 Pala l of $

VI. GENERAL REQUIREMENTS
I . If the Applicant Is a Privatoly Owned Pubic Utility. has a Catilfcam of Public Convenience and Nceashy been awhd?
❑ Yes ONo ❑NIA
3. If the Applicant is a Develaper of lots to be Bald, has a
been anrcW?
❑ Yes ❑No ❑NIA
3. If the Applicant is a
been atmchcd7
❑ Yes 13NO ❑NIA
4, Origin of saastesvater. (chat all that applyy
® Residential Owned
❑ Retail (stores, tatters, malls}
❑ Car Waslc
❑ Residential Leased
❑ Retail with food pmparatiorrhervtee
Hold andlor Motels
Swimming Pool /Clubhouse
❑ School I preschool I day care
©❑ Medical / dental I veterinary facilities
❑ Food and drink facilities
Church
❑ SwWuniag PmVFtlter Backwosh
❑ Busiae mes I offices! factoties
❑ Nursing Hame
(3 Gtha (Explain in Attachment)
S Nstureafwatreuvtar jgQ$I)omptticlCommertLl—'KCommacid
% Industrial 45ee 15A1-CAC03T.0103M )
"is thcm s preuatment Program in effect? ❑ Yes ❑ No
& Has a now reduction been approved under ISA NCAC 02T_01JA�117 ❑ Yes ®No
> [(yes, nrvvlde a eonT of flow reduction annrnv�i FW=
7 Sumr edu wastewater geneaficd by project
Establishment Type (see 2MUM.&LUMM
Daily tksip Flow"
Ne. of Udls
Flair
340 unit SFDauchlAunbtd subdivision
120 pVpdibdmm
341atab 3
bdrm
122,400 OPD
gnu
GPO
py
GPD
gall
OPO
pU
UPI)
gall
OPD
Total
GPD
x for caveats to waslawoter design flow ates (i e. minimums now per
dwelling; proposed unknown non-residential dcweiopmau uses; public access rseintks located near high publiame rum
and rooldential property located south orwAt ordw Adando lntracavtal Waterway to be used as vacation rentals as delloed
In 0-9.42A-4 .
It Per ISA NCAC 02T.0114(e), deign now rats forestahlislunem not identified [in table ISA NCAC 0_1TII III sW be
detcrmicsed using available now data, water using Waves, occapaacy or opaatim patterns, and olherataousddals.
a Wastewater geaesxted by project:122.449 OpD (per 1 SA NCAC 02T .0l 14)
A Do not Include 4aum flows or prtviosly pemdlied allocadcas
Jfpamittod Dow b txtrt, indicate why:
❑ Pump Statnoe or Gravity Sewer where pow will be peahrod in sobsqutsu permits that connect to this line
❑ Flow has alm sdy ban ollaatled In Permit Number.
❑ Rehswilstion at replacement of a lisdat Omer wkh no new now apeetcd
❑ Olher (Explain): —
FORM PTA114-I5 hv2of3

VIL GRAVITY SEWER DESIGN CRITERIA (1rApplicaWc). PIT-05 & MVC MmIly Sewerslr
I_ Sumrimrix gnviry sewn to be permuted:
Sloe (lodrn) Leagth (rect) Materiel
g• 4364 PVC
E' 30 DfP
io section II & III of the MDC for Pegmigfns of Gravity Sewers couiains infommihm releted to daiga criteria
Y Section III contains irtforniarion reLirel to mialnean slaps for gravity sawer(s)
Y OvMWIM; Ilna to meet mlnimam slope reyaircmeal Is not ngowed and a violatiaa oribe mw
VUL PUNIP STATION DESIGN CRITERIA (trApplicable) - U = & AIDC Il1omn StadensfFeree IHataslt
,fir 7FltLETE FOR EACH PUMP SIMON IKCIA!QED IN THIS PROJECT
I . Pwap starkm numberat mma:
2. Appris4mate Coardurata (Decimal Dcgrees): latitude: • LanQiardC -
3_ Design flaw of the pump sieUon. 01,13LonS Sallow per day {firm capacity?
d. operational points} of the pump(sl; gallom pa miouta ai _ feet lout dynam;c head (TDHI
5, Summarize the force main to be peratmd (for this Pump Station).
Slse (hither) Leagtb (rest) Material
b. Pawer aliabiliry 1a accordance widh
❑ Stmdby power source or pump with automate activation and wicnietry - I5A NCAC MT AJOS(lhx I KBX
> Rcgo:red for all pump SU600 with an average daily flow greater than or equal to 15.000 gallons per day
f IY av be pennathad la rkility
Or Ir the pump stills► has an average daily now Im dot 15.000 gallons per day:
❑ Portable powersource with manual aedvadon, quick -connection ra eptacle and telemetry- I5A NCAC 02T
.0305ihl(I)IC1
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - ISA NCAC 02T .A3II5(h)(II(C):
i it shall be deramislratod in die Division tut the portable emase is owned or contracted by die applieam (draft agreement)
SW is compatible wrlb the alatan.
i If die portable powerrmuee orpump is dedicated to multiple pump stadoas, an evaluation ofall the pump stallem'storage
upadties and the ramitat schedule of the partablo power source or pornp, including travel timermnies. Shall be provided
In the au of a multiple illation power outage.
FORM. FTA 04.16 pap 3 of 5

IX. SETBACKS & SEPARATIONS - (020.0210 tit ISA NCAC 02T.03151M.-
I Dos the project eootply wish all Separations found in IIA NCAC 0:T _0305111 A lit ® Yet © No
1. ISa\rat Ali'niASfn-:...L...L.11Lr..:.l..l fur. �wb�ne�
Setback paomner•
lion
Slerrn Seven anti other militia rot IMW below vertical
24 Indw
Winer mains vertkal•rnterover newer includi"a in benched 1rNtdtes
11 Ineha
Water mauls OArizontall
l o feet
Reclaimedwater lina venial-tockimed over secret
Igbrcbas
Rodaimed water lines tal - reclaimed overwwed
2 feet
"Any private or public wnlusupply source, including any well; wS-1 wslen of Clan I or
Class 11 Impounded reservoir used u ■ sours ofdrinkins water
100 fist
"Waters daaifietl WS (except WS-1 or wS-V). B. SA, ORw, HOW, at SO from normal
bi b Seater for We deviation and wedands are Itam M2
50 feet
"Any other atreom, Me. impourtdrrsnl, or ground water lingering and Surface dmWp
ditches
10 face
Any buildine foundation
S rcef
Any ba crams
10 rat
T of embankment or cuts on fart of more vertical bdtM
10 feet
Ike' ntemsand drains
steel
Any sulawnita pools
10 fort
Final earth vatical)
36 inehes
I SA NCAe Orr.a3nS[sf caadtns ollerastives wirers aepsrations io 4'J.�lII �rnr be acl,ievai
••Susan classtllcations an be IdeotnRed using due aiv6Ws MC Su r W
A Irnonncampllarscn with OrT.03051 nor f a1. we Section X or this sppil6on
2. Does CM project comply with separation to phsoeaot for wetimds7 (30 CM of seloustwo) ® Ya ❑ No ❑ WA
See the I3ivbsiods dratt apsntion requircotents ror situations *bete Balwalion cannot be meet
No variance Is required irlbe alternative tlesip edwh speclrwdl Is utilized in design end construction
As built docurneuts should reference the location are=, effectod
3. Doan the project comply lvith Setbaab round in dw river buffo ruin per I SA NCAC 02B _02M ® Yes ❑ No ❑ NlA
i This woubd include Trout Buffered Streams per I SA NCAC 3B 0W
4. Dos 11e pteja t rapaho coveragalmuduorimGon under a 404 NAtkmvldc or ® Yea ❑ No
itdividualperminar401 Water Quality CgrdF" =0
i lafaruutiaa can be obubned fi® the
S_ Dan projwt comply wide 15ARCACDZi Q t0SIrJ 61(addiliooalp=WtskeARiertiaat)7 Svcs ❑ No
Per I S A NCAC 0M 01051eM 61• directly rclmcd eavirmmeata(prnoia or certification &*calk= are befog prrpmsd, hove
been spplx d for. or have b= obuhe& brance or this p=R is eoodutont on 1M sour o(depertdeal po trrib (ana® and
sedanteatnuas. control plain. storaovrata Management plank ese.1
6. Does this pro}eet Include any user collecilm Ilea flat are deemed "h4hyuiorkyr
Per I SA MCAC UL04L'-"1tigh-prWty sewer' mesas "any acrid Seine , uwer contacting surface rases, Opbm% tr sacra
poSttiaucd pssalld to sueatabaala Thal is snbjact W auoriao that ostilasoines a ddkr)onaa she urea.
❑ Ya ®No ❑NIA
Y if yet include sn alrachmeal with *Wb far acit lira. irsdudhlg type laarld line, girt, waftrial• and L--W4
Kkb prlmisy lines aSaR be luptood by Ihepermlftes *rib repraealallve of lent eaeeevery da •stasibs sod haspuxhu
donrneabd per ISA NCAC SITA40 s)(S) or the permIter's ImlivWual System.Wlds Capetllso pemtlt.
Tt7M FTA 04 16 ho 4 airs

CERTIFICATIONS:
1. Does the submitted system cwTly with I SA \CAC I11T. dre
g (�gjgs 1latru vrrslont. enJ Lltc n appGgblcl
® Yes ❑ No
IFNo, complete tend submit the Vari umdAtternsnve Des: gn Pcgaor applicadon (VADC 10-14) and suWrtiag dotasntrnls far
review. Artproral arthc rmurst Is rctitilryd nriorl u aribe Fast Track Anplionlon and
2. ProfessftmalEngineeriCsrtifiealion;
4 Ryan Akers, PE Ann$that this a plicallan far
(Pr ressfonal Engineer's name from Application Item Ill.IJ
has been reviewed by me and is mccuratc, cot TlcLc and consistent with the tarntmatian supplied in dic plans, apmPeadona,
eaginmring calculaumu, and all other sappurliag documentstou to the best army knowledg& l fustha surest That to the best
or my knowledge the proposed design has been prepared in acurrhnce with the sppficabk regulotiaas, tar ily Sewer
Minimum Deafgn Crier% forQravity Sewers (talent vcnioui, and the Minimum D aFgn Criteria ror the Fast Track Permiwng
of Pump stations and Force Mains (hues[ version)• Ahhough odor prorrssfoash may pave alMloped certain portions of this
submittal package. inclusion of Lltese tttaLerfats undat my signor= sad seal significe des I Lave reviewed this material and
have judged it to be consistent with Me proposed design.
NOTE — In accordance with General Statutes 143-215AA and 143•2I5.6R, any person who knowingly makes any Wee
statement. representation, or arliftcation in any application package gall be guilty ora Cl p2,Wjpdemeanor, vrhfcb tray
Include a fine oat to exeead S ID,OW. as wall as civil penalties up to S23,111A por Violation,,+' GIROr"o,,
Norlh Carolina Prafruknal Engineer's seal, signature, and duet
3. Applicant'& Certification per ISA NCAC 93T ,0106(b)
t, _ KrrT �• J°� ^ e't `i R— ( o.k T,p.su�1400liar oars appfkatfon wr
(Sftnatum Authority's shame k tick fora Application Item Uj
bra been renewed by me and is ucuralc anti catopletc ro the but of my kttovvledge. I undettttaod riot Ball n�uised parts of
this sppficalian are trot completed sad that if all "wed supporting documentation AM altschments ate not kWwkd, this
application package is subject to being nnurned as iucamplctc. I understand that any tlisclutte orwastawater ham this not-
stiscltargc rysterlt to wsfacc when to t� tend will heauti ht net imntulbde rnfarcemrnt Action that may ineluda dill peaaltks.
inittoctive rctkf, nttdrorct mitt pmccudon. t will make not cisim asainst the Division orwaarr Resaurtxs should s coodition
of this permit be violated. I also wWcrgwW that hall required parts of this Application package are not completed And that if
all requited supporting blanwilon and attachments are not lnclud4 this sppl)catiou package will be returned la me as
incornplcle.
NOTE — In accordance wsth Gears' Slateacs 14)3156A And 1333156 . any person who knowingly Pukes soy fidu
uatertsen4 nprcuntation, Or certification in any aMliea mn package shell be gupiy are Class 2 hnisdarnesator, which may
include a floc nal tac t S IU,00 ss usl: as civil pcgwa cs up to WXC per violation.
Sig[ au. / �1. Date.
FORM. FrA 04-16 I'stge 3 of3

State of North Carolina
k Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation City of Durham
Project Name for which flow is being requested Ellis Road Phase 3
More than one F ..�E may be nqui vd jor a singk p *ml ljthe owner of de fi WTPis not responsible for allpoarp
stadam along the route of the propauW waaewateribm
Complete this section only if you are the owner of the %ustewater treatment plant.
a WWTP Facility Name Triangle Wastewater Treatment Plant
b. WWTP Facility Permit #_ N00026051
All Jlows are In MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
It Percent of permitted flow used
12
1.883
3.562
0.1224
5.567
46.4
11 Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP
(A)
Design
Pump
Pump
Average
Station
Station
Firm Daily Flow"
{Name or
Permit
Capacity, • (Firm I pi),
Number)
No
hiGD MGD
(B)
(C)
(D)-(B+C) (EMA-D)
Obligated,
Approx.
Not Yet
'rote) Current
Current
Tributary
Flow Plus
Avg Daily
Daily Flow,
Obligated Available
Flow, MGD
MGD
Flow Capacity•••
• The Firm Capacity (design flow) of any pump station is defused as the maximum pumped now
that can be achieved with the largest pump taken out of service.
a" Design Average Daily Flow is the firm capacity of the pump station divided by a pealtiing factor
(pf) not less than 2.5, per Section 2.02(A)(4xc) of the Minimum Design Criteria.
"' A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP when the Available Capacity is a 0.
Downstream Facility Name (Sewer)- Durham Coun Sewer
Downstream Permit Number WQCS00038
Page 1 of 6
FTSE 10-18

PUBLIC WORKS
CITY OF DURHAM
October 5, 2020
N.C. Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Dear Sir/Madam:
Subject: Sewer Permit Application -Public
ELLIS ROAD PHASE 3
Please find enclosed the subject application package, which includes the original and one copy of the
completed application forms (FTA 04-16) and flow acceptance letters, (form FfSE-04/18 from the
City of Durham and Durham County), the appropriate topographic maps, and the $480.00.
Should you have questions or comments, please do not hesitate to contact me at [phone], ext.
30229.
Sincerely,
J'&k cf N. JJ« 14.
Robert N. Joyner, Jr., F.E.,
Development Review Group Manager
City of Durham
Dept. of Public Works
101 City Hall Plaza, Third Floor, Durham, NC 27701 919,560.4326 DurhamNC.gov Follow Us @CityofDurhamNC
1 0© e

Ir
M. Certif cation 5talcment:
I Rabat N. In ner, Jr., P.R. cartify to the beat ofmy knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment fncility and that the flow fram ibis project is not onticipated to
cause any capat-ity robWA sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstsncr9, given the implementation of '
the planned improvements identified in the planning assessment where applicable. This analysis '
has been performed in accordance with local established policies and procedurce using the best
available data. This certification applies to those items listed above to Sections I and II plum all
attached planting assessment addendums for which I am the responsible party. Signature of this t
form ' teen acceptance of this wastewater flow. R
i
I
i
Page 2 of 6
FISE 04.16

Ill Certification Statement,
I avrn ..t � C—x . 41, t certify to the best of my knowledge that the addition of
the volum of wastewater to He pernnitted in this project has been evaluated along the route to the
receminb wastewater treatment facility and that the flow from this project is not anticipated to cause any
capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving treatment plant under normal circumstances, given the implementation of the planrfed
improvements identified in the planning assessment where applicable This analysts has been performed
in accordance with local establtshed policies and procedures using the best available data This
certification applies to those items listed above in Sections I and Il plus all attached planning assessment
addendum for which I am the responsible party Signature of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater
.Signing
page 2 or6
F'179131 r, 19

r
State of North Carolina
Department of Rnvirommental Quality
Division of Water Resources
flow Trucking/Acceptance for Sewer Extension Applications � Division of Water Aasourrtx (ME 04-16)
Entity Requesting Allocation: City of Durham
Project Nance fur wbicb How is being requested: Ellis Poad Phase 3 .. _
than
one � a prop ma
s fara�leprglaclj%ahrownorgfehewwrpismimpowibleforallpmV
sai
! d warh~llaw.
r
1. Complete this section only if you are the owner of tho wastewater treatment plant.
a. WWIP FacWty Name:
b. WWI? Facility Permit M.
i A(I Jlo*w are In hiQD
C. wwrp facility's permitted flow
d. Pitimated obligated flow not yet tributary to the WWII'
o. WWfP facility's actual avg. flow
L Total flow for this specific request t
g. Total actual and obligated flows to the facility
h. Percent of permitted now used
A. Complete this section far each pump station you are responsible for along the route of this
proposed wnstewater flow.
List pump stations located between the project connection point and the WWTP: r
(M (s) 06 (C) (DXR+C) M-(A-D)
Des4pFume Arenas Ddty Appears Not Yu Total Csrresu
station Firm Frey b Cuneat Avs. Tributary Flow Plu
(Name at Capod%+ {Firm 1 Do. Deiily Flow. Daily Flow, oblisstod Available
NWWW) MDD MOD MGD MGD Flaw CapucW46
No, City of Durban pump etatious involved, Existing dosrnotreaat sever main from
pointoftYe-4n-"oInt-OE-eraaafsr to-i3uriseat-CoustT-main-#b �rmv4tyr-fiflxiritir
sufficient capacity to torve proposed extension.
* The Irian Capacity of any pump station h dd7ned as the maximum pumped flow that
can be achieved with the largest pamp taken out orsorvica.
** Design Average Daily Float b the fire: capacity of the pump station divided by it peaking
factor (pf) not less than 2.5.
*** A Planning Assosument Addendum sball be eftetted for each pump station located
between the project connection point and the WWI? wbare the Available Capacity is 10.
Downstream Facility Name (Sewa):
Downstream Permit Numbs.
Pegs 1 of 6
FrSE 04-I6

i
411 Y.
!ii
�� �dl�T 4 r w �•q ft
MST
Siff,
tLL15 KL)AU - ■ MJP
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t,far � .� r �� .�i�M�..'4r {fit. '_ 7 r •Y
" y ��, ,',,.�'' ,fit •, i
rel
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1p
��iIY•�-� , Ff :1R5F.��-�F�i =...li^�y,-f r � 'i +'r r.
. • av 17, i ,A
4F-
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.'' J !.+ ` � h Q�'�itj?iiiTilt.`a. .

From: 1n , Rnr ,l
To: 0r 0 Fm M liken flyn
cc RnN., n_ 3-
Subject: Re' [ExternalI RE. E .6 Road Phn 3
Date: ThwWay. November 11. 2u;[ 10 3?-4 AM
1ttatAments: iaaeerteLeai
■tRloMRtt•R.,Qrnal email. Do not dick links or open atrnefunents unfess vouverity. Send all susprdom email as an
All,
I am confirming that I am okay with the modification to the application
Thank you.
Robert Joyner, PE
PW Engineering - Development Review Manager
City of Durham
From: Deck, Er.'n M <erin deck@ncdenr gov>
Sent: Thursday, November 12, 2020 7 28 AM
To: Akers, Ryan <[e-mail]>. Joyner, Robert <[e-mail]>
Cc: Rob nson, Jason <jason t-robinson@ncdenr gov>
Subject: RE jExterna j RE Ellis Road Phase 3
Thank you for the add-tional nformat on We wii. a so need conf.rmation from Mr Joyner that these changes are acceptable as he signed the application.
We can move forward with draft,ng the permit after h s conf'rmat on
Erin Deck
Department of Environmental Qua[ ty
Division of Water Resources
Raleigh ReglonaJ Of 'ce
Office 919-791.4258
Kc.... ��Nothing Compares .- ,
mad wtresponderree to and two) thrs oddrass is sub1eci to the Plerlh Carodna Public, RocrxCs Law and may be disclosed to th,ni p.trt,as
From: Akers, Ryan <akers@mcadamsco com>
Sent: Tuesday, November 10, 2020 6:07 PM
To: Deck, Erin M <[e-mail]>; Joyner, Robert <[e-mail]>
Cc: Robinson, Jason <jason.t.mbinson@ncdenr_gov>
Subject: (Externa$1 RE: Ellis Road Phase 3
Erin —Good afternoon. Thanks so much for reviewing this package n under 5 weeks —y'all are catching up. I love it
Here's the answers to ypur bullets bOow
Narrative:
The City of Durham is applying to discharge 122,400 GPD to ti-e rece•ving Durham County coyect,on system 1Permit WQCSOW38) for the subject
Ellis Cross ng Phase 3 which wi be for 340 Single-Fami!y homes The C ty d!str,but on system will be for 4,864 LF of 8" PVC, and 262 LF of 8" DIP
gravity sewer main. The City system will discharge to an existing 12" grav;ty sewer ma n.
M: The City of Durham is the Appl cant, so these are Not App+icab-e

VI. GENERALREQUIREMEN1S
T- lithe Applltrtnt is Prtrttely Owoecl l?ubE a Ul�lity. has ra Certlficatr Public Conveniatce and NecuW4 bam stuea.
k] Yes []NOIVA
2- if the Appikaw Is a Developer oCktts to be saki, bas a UMSJOSes Miet ban Mai
❑ Yes ❑No A
3, If the Apptiant is a been A=bed7
❑ Y. ON. &A
VI 7, Because there are no ancillary uses. or other flow generat -g structures/uses proposed on this development, the same f'ow for the 340 un is maybe
used at the Total. Are you abte to f th s :n for us?
Many Thanks,
Ryan
Ryan Akers I Group Manager, Residential
McAdams
T70i Mrtdan Parkway, Durham NG 27113
df.+.rJ17 361 5000a266Idire(3919„87 07781 mub'le919 475 19_31 Arler_rA,are9m..o.a•r-i
www mf ad aZIua r.)m I 'rli� I twine, I iaUJULArn I ivies oar r.•ern
U MCADAMS
svyt��.encn :r .3 •,
From: Deck, Erin M eorin rnv>
Sent: Monday, November 9, 2020 10 11 AM
To: Akers, Ryan <a a-Qmcadam,co c=>, Joyner, Robert <Rnb+ ,tJns•"?Adu±hampr.ecv>
Cc: Rob nson, Jason cjaann c rest= ­ r,
Subject: Ellis Road Phase 3
Good morn ng-
We are reviewing the subject Fast Track Sewer Extension and requ re addluonal information.
• Genera nstruct[on B A narratwe was not received with the application.
• V1 General Requirements 1,2 &3 no boxes were checked
• Vi 7 Total flow at the bottom of the table was not filled n.
Once the nformavon is received, aid the applicant agrees to the updates, we can move forward drafting the perm t. Thank you
Erin Deck
Department of Environme^taI Qua ty
Division of Water Reso.rces
Raleigh Regional Off ce
Office+ 919.791.4258
KC..- ---Nothing Compares --
Etnait rorNrspondemre fa and horn IA5 ;J,Idloss is suhjdcf to tho North Caralind Puhhc Rrconrs Lave and may h,r elisclnsed to third parkas.