WQ0040702_Application (FTSE)_20190412

F-'er-mait- Niumnbetir WQ0040702
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension: Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facifity
Central Files- APS SWID
3/11/2019
Permit Tracking Slip
Status
Project Type
I n review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
P3 Freshman Housing Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
W U.
Owner Name Owner Type
University of NC at Wilmington Government - State
Owner Affiliation
Jose V. Sartarelli
PhD
601 S College Rd
Dat-es/Evers Wilmington NC 28403593
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
3/8/2019
Regusated Activities
RGoquas4[ed /Recehn'.ld Events
Ar4r4t;rNr%-d ; r% ;r% r n­% n + i r-,. n r,,nrii ic%cfar4

v� MCKIM&CREED
s
L=4"North Front Jiree*
W` 111I11gion, NC 284�, 1
910.343.1048
C]X 91 0.251 .8282
-.%V / '-•-I C k I rn i rP c G. C 0 ill
R EC E -1 `�-�;"E DIAN C BE N R/DWIR
March 08, 2019 MAR 0 8 2019
\A/atk-o Quallity Regional
Mr. Dean Hunkele 0 » L ;onzs- SefCtlion
127 t��if9"'?"li���i'S"�jr'i
Cardinal Drive Extenslo�n 5 ��
Wilmington, NC 28405
E N G I N E E R S
SUR`; E Y 0 R S
M&C 04999-0014 (40)
RE: UNC-Wilmington Student Housing Public -Private Partnership
Sewer Extension Permit Application
Dear Mr. Hunkele,
On behalf of the University of North Carolina at Wilmington (UNCW), we are
pleased to submit this permit application for the referenced project. Please find
enclosed the following documentation:
• One (1) original and One (1) copy of application form
• Two (2) copies of 8.5 x 11 color USGS Topographic map
• Two (2) copies of 8.5 x 11 street map
• $480 check (permit fee)
• One (1) original and One (1) copy of FTSE flow tracking/acceptance form
The project involves the construction of approximately 2000 LF of 8" PVC
sanitary sewer to serve four residential buildings on UNCW's campus. The
project will serve approximately 907 units and convey a total e averag Y dail flow
of 217,680 GPD to the existing sanitary sewer system on The . us
camp proposed
sewer will convey flow from buildings 3 and 4 to an existing manhole near Belk
Hall. A separate sanitary sewer line will convey flow from buildings 1 and 2 to
an existing manhole at the intersection of Walton Dr and Lionfish Dr. Please let
me know if you have questions or would like to discuss. Thanks for our
Y .
assistance on this project.
Sincerely,
McK & REED I C.
Richard Collier, PE
cc: Mark D. Morgan, University of North Carolina- Wilmington

State of North Carolina
Department of Environmental Quality
Division of Water Resources
ANR
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: QG0 q 6 1 6 9' Ito be competed by Dwtt)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: UNC at Wilmington (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual El Corporation ❑ General Partnership
❑ Federal EJ State/County El- Municipal
3. Signature authority's name: Mark D. Morgan per 15A NCAC 02T .0106(b)
Title: Associate Vice Chancellor for Business Affairs - Facilities
4. Applicant's mailing address: 601 S. College Road
City: Wilmington State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: [phone] Email Address: mor anm e,uncw.edu
II. PROJECT INFORMATION:
1. Project name: UNCW P3 Freshman Housin
El Privately -Owned Public Utility
E Other
2. Application/Project status: Z Proposed (New Permit) El Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.221022' Longitude:-77.869945'
5. Parcel ID (if applicable): R-05511-003-001-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Richard M. Collier License Number: 022574
Firm: McKim & Creed, Inc.
Mailing address: 243 N. Front St
City: Wilmington State: NC Zip: 28401-
Phone number: [phone] Email Address: rcollieramckimcreed.com
0
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northside WWTP Permit Number: NCO023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00188
Owner Name(s): University of NC at Wilmington
FORM: FTA 04-16 Pagel of 5

VI.
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
E]Yes E]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
EJ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) El Car Wash
® Residential Leased El Retail with food preparation/service EJ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories El Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
8.
Establishment Type (see 02T.01 !AD
Daily Design Flow a,b
No. of Units
Flow
Student Housing
240 gal/day
907
217,680 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
2175680 GPD
a See 15A NCAC 02T .0 1 14(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 217,680 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 2012 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates Decimal Degrees): Latitude: 0Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (feet) I Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .03 05(h)(1)(B)
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or i
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station. i
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f)&g) ® Yes ❑ No
15A NCAC 09T_0105(f) cnntninc minimum cPnnrntinnc that shall hp nrnviriPri fnr cPwPr cvctPmc-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305() contains alternatives where separations in 02T.0305(f} cannot be achieved.
➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(fl or a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Z Yes [:]No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? Z Yes [:] No EJN/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑Yes Z No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? Z Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[:]Yes Z No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected- by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I� attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of 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 Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violatio
............ A.�; �A �. ..
North Carolina Professional Engineer's seal, signature, and date:
A " % ,p
... • b aare ;
4 022574
i
[ V'! .
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
(Signatfre Auihority's name & title from Application Item I.3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is sub j ect to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: 000 Date: .,,�►,.O�//
�yMOW
FORM: FTA 04-16 Page 5 of 5

�, i� -, .- "
, —
-�\ .wq: rt'\a _ '+aX� .*"+ay"_`t'. '`... - �`,.. ,,� r' T•1.. /,/) is / ,
Zj
e'"w , y,'�` 1�: _, :� t3 `.� fit, -
... Y /.
t ^,� >./ S
d lR t
!'" / . d'L
s !y R.
�. �
01 r \2i 0 :at
0t t _
- /.1:. J E. �, r
r
J r� %ei :
$ �F
>W
r i. s'
a ro,�,�. ',
rn f Y,
,y + :: � � ,'
`i�� t ,. ,
atr• S., I i '�
< 1 ti.
A
.,�...
_ .:Sr _ '� �,,
i / T 'AY yy�,,
� yl,
s•. at '
i`
' .
'- d Y'.
*16
` .ah. .. .,..
5 }v . " 1 i
,.,..t .d. ,:,
> -�- y�q'�q-, * I �'.,
�"
`'.
7
r. +t Yy ,
a.r:, ,z
_
.w
0.
, y�'
, i. ,i
y ' iz` If l tc: ,
�, fir°.' r , ,y !7e, a'G' . �..., �� e.>,
^ I �',is. `y3n >. ran -:
p y l�
Apt .G- 0611
D.��
il:^
L - \ :r ' �'r �'tG
t Y 3': ..i .fie :•, .\
, {, V An f ,/ \,
^� i L .,
'tic'•~ i \.-
/ �, �r:
r
I C S.
t R �, a
i d
-L°
.ice? � `�
♦'
y� f Tr>
_'4,;«S f: v34_: l Tar a •t.'. . `,a A'Z,, v+,<... 5.,. .
i . , ?t,. . E
Gr.
/'. t
+6. .ya,e+wY 1,
/
t
p
:1'/ `", ^w. r M r: �'L •^. � ;. l�• gyp$'. :r'., t!� !Ca,r;
r " •may >, �. a
> 11
' :`1 • -. Y ..', y
t x i.
M,
r
4x�. ,(f'.
tP � .
,
%. "tom � w � max. -
�L \ '�: -<a:_� a •� �,..t
lit a. ti:�• . tea: .' =w 3
:
� a
H
sa: - .. ,y,3,r ..l• M ,s, ,'i<.. v M1.+` ,-'::: •-a .!
rt , . i , is ea..7.
i .
P
t / t i:: x
%t n
+,'1.
O
.,x
' t :I
-
. �- �._
is+D. ' is L � •� �7 •°�`•^.: � 1.4 r, t+��
I
{ ( F fw!�;
C '' Rr'.... .i�.. :.t R� t
L
J- v. \ ih.P,.r.y�.�y1T i$A` 11�a
k. 'fM aid ? .:t t y'it .A,% :'/
�_
i' , . W
..
i
.04
�11
p t' 1� �A �`
\. ,t /.
wo"NO 6
• d if 4dikt ' 3r �,. s ` . :?•.: h `FA-/ •
-,
-iZ /ter s:' ,6 tP; 11 ♦�,� 4� �_, ,' , � ­" - i ftj!! F•,,,t:,
. ,� #_ v
t
.4
•a. „ n ..
r . .. r.
tt f-
11,
e ` ,t�?' e.., n„ ,F°� ,,» y. 5„ r.'_t•- 1,2 "+, :,a:''"� '..- :C. \� Ct.` 'n >v
qq _ �/ y°
5t b 3 `
E4002
.:. r e .L A i s, .. r�
'rah _ Ta. \\ i .. .aiT` {-,. ¢ �,yc�.Y"1.3tt .\ \ :/, w+r,
Z�N
.w r !® '^t•� t F' Z$� Y .AA , . '3 i:. ,-Yv k<:^-s �1..�% ia. /
r rr�� p d
r a .a
.. .. - ..,- III li, v.}ti,. -`%jR. Y <a.. 1r* 1
..� :.'tiY} ._: .. .. (E a I, ,i,Y .:: v io ', r' : • ) .':. t,•. /c,�`.^.,.- 'IT :e. �. '/.,.a:
I'll,l? ICI III {r tl �I • ,f.. .,T$' , �� �' ,yam .. {. ".•,tr ` «1 .t.� '//
..t' III Ili I�� ., I l \ l• W
r IT ) ! �tf ,\
., p
! 'I
- i
a' ,. .,:
.. _.
K
a �'
,. 3:Si . F
L �,. ,
F �
y F:� S
r i l
• rr :tV� r ..psi ' }
3 p . 1,.'
J it .
-
..t z a. 3< • .�
li L / t>'. ors . -j+ :±�
4 : C' x. , .q- a
Pis /
Sp r Ir,
C �,
5
4 S• 4 l�
r
•
t ,
.. .. ,:Y';., t. .,.q. .r.,;., .ht - it,b' _-.. - x, a -;.E . y e x-.. 1. `-1
�. - . p; , 1
R p;.,Al
.- f -i r :c - , /
k.
�. a. �>
A R S;
t
4�. r-: � "A, a
v
`
Via_ ., w ';. F, i ,r �. :{ // r �. �':. , .. j4 ..! ..'>X f:. -i i 'r ( -fir .F K' �Y /
t ° r: :
i ":.
F
�' E> y.
F E ti a
st • . t'
es
ME �j� -, .-. .yam, ,�
/ u.p H.�
i, A. a
f _
a. r: a
n
-11
a�11 s: r , ss,
/i
Z - Y-
-:71
r'-�� riw l: -;,
.,i `V- \:r, .,Or=:... .+ 'i;'. a �. ._,� #::. / i
}
11 �?. a / I
•MC
iav nJ :'
.1
7
Y.d•_'
Y OR
Y'° Y \
4' v I
i''ti . / r
LSR > ,s S r.. s
.ti "a ' h 4:y t : a •: F,
r� a.
:f s. `
i a �+
a
I AN
Affins
;: v
:, 1._ ! , .�r': aR',P: , ,., e,. R.,.y, .,.i Ft � ,WRmi , I r rr• .. ,,yy
,5„''
1.
T.a
y a« a, A
z
1.
z �/ lA I N
..
N
yn,v4-
t # 1
• ,
4 a s
3
Q Ir.
<
`li /'
t
,tLlo °:•. M, �,.
T
r Zvi 1,
_ , y .. -u,.. I, . pFtf.,... t^.. >,y. �. '1a ,h.. r _•P \ :33,° :rt.y.
.. n.. .,.:3..y... .. ... ...: ... .... .. Ac..f. .. :.' '. .,... - ., .:... :.. ,.. }�^y' r< .}y:',' �: ,T `\:Y .. ���: tiae
•
-..1 t :'„ 1 of - 1 , .. ., dl,_ < .vtn' :o' .a V 'tl'S� _
,,,
_ t1.
#list to # ,.. 1, y T / a
.. i' - :3i - r-!,�. 5, /•.. :w . fi F T 1. !
i" s:
t. _�1 i" _ F h c ,.a
,,
�.
�,.
S'
:., •r
t r .r -.>@
�: i r'.
.�e.- F T?� : t „A.
1'. .'d _ -ir _ Y 41
y: .r',
p..
JJ
F t iC
f y.
it`
��yyr
H u, �,
'af I,
': w.: v' `
e>'
11 4 is
i - 5 -, ­ -4 ../".. i - -
". �'­ �`�;"-�;� "", �,. �' , ", �,,,' 16�� ,�.m�� "t ___ .n'-
qR y, . :
%
-'tS� rr :,�?, t
i
S:.
l' T i
Z, r. t
t
h y
A 'a i. x:p+, /..
t:
t. f 'A.
•. .r _ - ..
„' - , .: ,�
/ iR
i'
/. -. i-
r
r .. { •..r .. .: :.: .- 'R ter'
:: / :' '
.,, t .,.. .. -
ai ti ,;
.:
t._
.1
i /
ar ' !
r �•
.S .
, , , . `'
/.
�,ey t
'% .;•., ,Yr 'ter ..t .
tty4 -: tn,a a,.
a it ,
J 3'
-/ '�
a
y
�� �r,oz�ERc'-� ��s
::r
.+:1 :/.. x, h �,a.�, - / x,,:, t- ..:fir.
rt4 R.
E.. �i I�-
;F.
k+4 xt / !F..e .. �. : ;tj hl'a+. 1� �'° /l �'..f1> s, y P-.L
7• 3 :�� ,`t -'Ri' END^'�3,•s. :b.� {' I
(2, 1' t b 'k': a
'i• r T,.
�. is - ,Y 'I. i- 'a ^E•*
... ,
: I �, Y / /N, A:. x
rs -:,
`1 r . _' 4_1-,''�, � r \!.a , , � �`%4a- vim:-:+,
ea h. :,. *Y. :i,
Z`'r . �r . '. t E3y
at. .. . �\ r7 r°ic ,Sc.. �'' � t .
i'- a �. d
_ it
_'' s-
*^ 3 /t = �l
j q 4a.
t
i '
i
1 ,4'
/- .
.
. i ''�y$F < 'ffi ♦ :mac Ahi .'�-r-,
tl / ':
i a r,
• ,
'-'G ,ai W - .e
w �,
,'�k
ap r .+' t. -2 re.
1.wi• 33 - . a� ://\,�lA�:.:` k' -M..ax ,tgn �. tic Y'. '; /
b s' q>,t ,'49t " r = .I/ . t } y is // , ,,r
°"4a r a
i, J >s
d.: t /
'ie �
lo
r gT« / ' / \ -t
4
/. ,�wr r'
p•
A P \� 'r
:<
�: { t
we AIll
s 5i:
r i tf , �t •:S
/
I'
/.
t
4• - i
ri ' A / °
,
11
b. 7 .'W11 p . '�>, .
J♦
1 `3,�'f ,;, 4. - ..i t , . ...7e ,..� :.'i';Ii Y .!y° '~,{ 3, .t k�•`I ',S S
ti... \ .
i::.,,. a,.,a4•V sv'. `. :ice j... k' <Li. 5 i:> d Rf•..`t�,< +> A -x
:a::y : - 9r..
F ,.. \ n . - ,kl:
,n
rh
_ - .,
to $ 2 iti r 's?.r� f
-� : ter. '�
l►'
f K
. }ice
d-
1 S
::^
\' ' '"'i: '-ems...,
».
d ,.a
^\ .::�'
.l',.. S,t ;,
,� Q
.�Q � P . L•. 4
2 ':,'V' > 8' , fit;"`/ '�
.f. 4A' 4'i�-�r ..a'.,.
-e. 11 \.
_.-
''i
i a
•u
IV. _ . _.. , ..,. r a e f F3 3 :.
a v: f ,s,'
>. - �. d,:
' 1 / e<
- .� .,i .�Nli :�. :.
l•
t',. �;:-:zE ",'fir
E.
,t ,.: "4 c
.,: r /
d
.r '
.
Y .ems c• r - ro "ti .k r
.-
/:... 1 zf�
i L \.
yy x � �
. 11 ,..
yyy yyy��� , I ,�.��
- A , - D
� ` " , � "ji
G >
.'
} �y
'� v`tt t t rAit ��,.
E L � c ,.fi�
�J��
y��� I' , ��,,.. s� ei •,?
° Yj: tt..
Y
- fPlS
t4 I
*8' - L.� ��. �� � - 97`,-:�-77 �"- ­!%J
..._,=
:{, J J . t '
r , T 4 _Y •;:
�h A
'I I S�
Y';
1'
r 1 yII
er w ri II f
y 1
vZ
L F,?,C" :.
4
so-
l \ _ 4K+
j,
v S \ Fx M1{' \
I.
t,
A�
1ii,
f -,
• /
— -
\ 7
\\
\ iQ'
n ��t s,
o #
3
e',`' r.,. I .
^, t
S1
'If
r (
s ! Lr11 - ." : :
7 ,
`a +' ir' 3
# +y a t,
,B x: "t>.r .t r a i
{J 3I � , lil_:'_ _
t f'R a;11
}
11
�r
V
vi
�j g
. \y
< F 'i �r
I �y� ,°cyfi6 .., � i v ,:
T., k1� ,\� 4.i '3 . it a
a rc. a#�' 3 '.,rY r,,
v/
° .'y Sys,,- �'•
aid+kya u \ f; t1. I . , .
/ y' I :'
fit£` + r , t '°t y <..�'a t
i V"-�4�$'�` IV :asx r<-` - Z',':L'S °%;�>.� tR. iY'FY��j�,:
?Sa.-f d.'+.� �L7"s' Y.Jpe=N ::� ,,, A r,' 3' l 11. S�„' �'t„d 4•'igR l
x� Lii tx'wV p ?:{st ' a l
t "�',': S L�rS f ! ? �� .. ism: atr +
is : ,3R xak,. '
jr 1
�'
j'i,y�°�'s';g�,7Y%r ���... Its
r.. s .4.�Y ,.. !"
}i+ ','1: 53 ffl'a•+,i : "y°!,a L am• iF': . a.t t �I.�,•.: " f �).s ti
kIL,
P •t,;'a: `� '.,l•• q. ,11 ;tj SV it L $ ,•i1,"�i, w1
t ,Lp r ,:.':y , 4,.*?.LL :`..7. • rC, , 1 'n .. As. Z•t .4 A `S;: 4 5 f+^:C`,r' 'V• }, T
1�Li :�
f`;i Y.'St :A'T 1.
',IR:I 4`' ,r
°c :
ii�'w t 3 FAvr ae°
�Y.ilsy w,:;7.ti "R' ¢ a!,'. �. n
k ).'. "% r » 'tc {.;,'
h .:.
( >: x
N y Fx • •tN
► >, a ,' , +� F fir
w s
r i19 T$ta
"':iQ-��'.•."� l,L'�'�.`�. >,S�i►7Fil` •,. .. �lii' 1.,e_ .. .. ,.. � 4•,U 4<L ,aJIM�,. ,. tLw FBS
v Student Housing Public -Private Partnership �''
�► MCKIM&CREED Project Location 1 inch = 350 feet UNMc-,

•:SSA::`
Ion
a \ \aka \\\ e�> \ ...>,. \ \! P 5.•.:a�
_>�:::`•.3.N; a...,...;::�::: �aa•aa �: •aba`a>\a�.w:� �y'.i:u\,•rv..r. \,1.}.�au..1:::.:•..;x
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: UNCW
Project Name for which flow is being requested: UNCW (P3) Freshman Housing
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
All f lows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 3.004
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.217680
g. Total actual and obligated flows to the facility 13.882
h. Percent of permitted flow used 86.8%
It. 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)
(B)
(C) (D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump Pump
Average
Approx.
Not Yet Total Current
Station Station
Firm Daily Flow* *
Current
Tributary Flow Plus
(Name or Permit
Capacity, * (Firm / p f),
Avg. Daily
Daily Flow, Obligated
Available
Number) No.
MGD MGD
Flow, MGD
MGD Flow
Capacity* * *
10 N/A
14.832 5.933
3.472
0.564 4.036
1.897
35 N/A
9.100 3.309
2.217
0.420 2.637
0.672
-t-ne v-irm capacity (aesign now) of any pump station is aeimea as the maximum pumpeu iiuw
that can be achieved with the largest pump taken out of service.
* * Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pi) not less than 2.5, per Section 2.02(A)(4)(c) 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 where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number: Not Available
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr certify to the best of my 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 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 planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums 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 Official Signature
C-EFQ A- "F-A ICI,
Title of Signing Official
00// or
Date
Page 2 of 6
FTSE 10-18

igfSfsfb
�£ Ma' 34013'15.7"N 77°52'11.8"W
..
.. .,
'.. ...
.::
�..,.,,
, Recnmbon
✓5, ,tom :.'..':
. .. ... ..... . ... . ......
�
..
�A.t��£c
�hiry
.......... ....
.. .. ., ..
............ ..... ......... .... . .....
�i.I',....,
... .: .. .. .. ..,.
'. ....: .. :'
,f'..:
. .. . . ...... ozl�
:. ..
.. .. ....'::: .". ::' .....:..'..'. .:...". ....... .....: ....:..::
- . ............ ........... ........ ........ ................ ........................
....
... ...,.:
2
t
Sc
�x
s,
$ w 1e t Y
q
EE
.- t3 .. ::.
rEx
a,
f y.
is
.. -
)
Map data ©2019 Google 200 fit
3/11/2019