WQ0042253_Application (FTSE)_20210202

Permit Number WQ0042253
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkeie
Coastal SWRule
Permitted Flow
Facility
Facility Name
Evolve Surf City Crossing Apartments Phase 2 Private Pump Station & Sewer
Location Address
Owner
Owner Name
Evolve Construction LLC
Dates/Events
Central Files: APS _ SWP
1 /21 /2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Pander
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Mike Winstead
2918 A Martinsville Rd
Greensboro NC 27408
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue
12/21/2020

.flail' Ill ..Vr NI x.:tr voll r
DWR Department of Environmental Qualih
I)i\ ision of N\ ate% Resources
ISA NC AC 02T .0300 - FASI I HACK SI.\N EK ,\ ,I EM I- X I ENS ION \PPI.ICAI ION
Dlvlslon of Water Resources I I A 04-1t, S SUPPORI INC DO( I NIENI AIION
Application Number. W6,(Yjq':a53 ow it
All items usust be completed or the upplica(iun %rill be returned
I. APPLICANT INFORMATION
I Applicants name. i%ol%y-( v n,),5_tlgn, LI-C (company. noun adpalmy, I1OA, kit, h15, cic 1
2 Applicant type ❑ Individual ® corporation ❑ General Partnership ❑ Privatel)-Owned Public Utility'
❑ Federal ❑ Stale!County ❑ \Auuc:pal ❑ Other
3. Signature authority's name; Mik, Winsteasd pet
I ale: Pnnci I
I. Applicant's mailing address::�/i8-A M ninsclllc Koit(1
City: 4tL<1kkk State: ,K Zip 27Q118
S Applicant's contact inrnnnation:
Phone number. ( 36) 389-99`) < Final] Address: nuk6i g\_glvccus con
11. PROJECT INFORMATION:
i. Protect name: Evolve Sgif..4l1) 133j -EU
2. Applicatiotr'Pruject status: ® Proposed INe%% i'annmI ❑ L'xlsnng Permit Project
11 a nrodilicanon- pro%ide ow existing permit number. \\'QW -_._ and issued date
If new construction but part of a master plan. ptovde the existing permit number: \\'QOO_..-._
3. County where project is located: P n e ` J
�. Approximate Coordinates (Decunal Dcgrces): Latitude. \4 -7h?%.��� Lungnudc:-;?_573_'?-$. X
5 Parcel ID(tfapplicablc): 4�j5.O7-71,1s /\
(or Parcel ID to closest downsucan sewer)
III. CONstiurANT INFORMATION:
i. Professional Engineer: T)!il Chn Lscalts License Number. 02047
Fum: Pptamount_g.' incCrtp' IN -
Mailing address: Is,'..(. ri DriM
Cry: \Cannot 'to State: NC tap: 2840,A-_.--
I'11onc nunbcr. (9110.1 7'11-G707 Emil Address- t4 mkse+le ticlrar-a�r75r{ILtc_ct)g"W4nr
IV. WASTER'A-rER THEA-I"MENT FACILITY (\V\V'FF) INFORNIA'IION:
I F:rdny Name: Ssrlls_IY..\:AM. . Flirdr arg. I - . mnn :uxl. N'an.• %-o .Lrn>,: lwn S> ssm
Permit Numbcn. N'QQQOQ7 S
Owner Name'" ]Q\\_n..of SurfCi1y.
V. RECEIVING DOWNSTREAM SENNER INFORMATION (if difrerent than N \\' I �66
I. Permit Numbcrls): WQ___ , Downsitean (Receacmg) Sewer S¢c: _ inch "10� J/ 0-
Sy stein Wide C'olicchon Systcm Permit Number(s) (if applicably) WQCS.. _—
rQ,v
OwnerNane(s):.1o)\ of5 f
Face 1 of 5
FORM FTAOd-1G

GENERA(. REQUIRPMENTS
I If the Applicant is a Privately -Owned Public Utility. has it Certificate of Public Convenience
and Necessity been attached:'
❑ Ycs ❑No ON
If the Applicant is a Dexeloper of Iots to he .old. has a Dcvcfuoer_s Upictational .\grecnicrit (FORM_ DC" been :ntached"
❑Yes ❑No ®N)A
3. If the Applicant is a [Wing onenv Owners' Association, ps •nr 01)iSm(jpn-alA rcen)en Lfs)KNI_ HOAL) been attached'
❑ Yes ❑No ON,A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail istoics, centers. mails)
❑ Car Wash
® Residential leased ❑ Retail with lived preparation sci�ice
❑ Ilotcl and or Motels
❑ School , preschool ' day care ❑ medical dental xctcnnary facilities
❑ Swimming Paul •C Iubhuusc
❑ Food and drink facilities ❑ Church
❑ Swimming PoolTdtcr Backwash
❑ Ilusinesses offices - factories ❑ Nursing Home
❑ Other (Explain in Attachment)
5. Nature of wastewater : 10,0 % Domestic.Commcrcial "� C"c'rmnerclal
_ % Industrial (Sec 15A NC'Ak* IQ F 9101C3U))
L--> Is there a Pretreatment Program in effect" ❑
Yes ❑ No
o. Has a iluw, reduction been approved under ,l`1 _'AC 02 F 0 1I4&! ❑ Yes ®
No
i If orovidc a copy of Bow reduction approval letter
Summarize wastewater generated by protect.
Eslablisbmem'I')pc (sec Q2T.U114(Il) ? Dailc Design Flow' D
!No. of Units Flow
—�
I Multi -family (I and 2 bedrooms) I, 2•10 gill unit
13? A l AW GPI)
\1ulti-futility (3 hcdrovals) 360 gill unit
_. .—
12 -} 4,320 CWD
.._ ___— i -- -�.
gal,eat
GPI)
. baLperson
-
_-_
' gill
GPD
gal
—
Tor.rl 3h.000 (il'D
a Sec L5•>• \ NC'.AS.=�"F 111".11b_1,.(41)_CS.lil): 1 d c (. J for caveats to wastewater design tiuw rates (I.c.. minimum tluiv IV,
dwelling: proposed unknown nun -residential development uses, public access facihtics located near high public use areas:
and residential property located south or east ofthe Atlantic Intracoastal \5'aterway to be used as vacatiiai rentals as detinui
In Cj.S, 4 A -a).
b Per 15A NCAC 02T .01 14M. design flow' rates for establishments nut Identified tin table 1_!A_NCAC p2T.0 11 j] shall be
dctcrinmed using axailable tluw data, water using fixtures, occupancy or operation patterns, and other measured data
a. Wastewater generag,CI
generated b) project. )QC,) GI'D tper I S.� NNk, A 02T. RJ_I^it
'e Do not include some flows or previously peniuned allncat!ons
If pcnniticd flow is Zero. indicate why'
U Pump Station or 6n1s❑y Scwet where tluw will be pet❑t i Itcd in sub sc4 tie", Per its that co nncci to this brie
❑ Flow has already been allocated in Permit Numhet. __
❑ Rehabilitation or replacement of existing sewer with nit new (low expcocd
❑ Other (Explain): _._ _._
FORM. FTA U 1-16 Page 2 of 5

NIL CRAA'IT1' SEWER DESIGN CRITERIA (If Applicable) - 02T.0301,; S NIDC (Grmi(y Sewers):
1. Summatrizc gravity sewer it) be permined.
Site (Inches) Length (feel) I Material -
610
Simon 11 K ill of the MDC for Pennitting of Gravity Scorers contains infra station related to design criteria
I Section III contains information related to minimum slope; for gravity sewers)
Y Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VI11. PUMP S1 A IION DESIGN C'RITFRIA (If Applicable) - 021 .0305 & MDC Wuuu) SIallons'Porce NI Was):
COMPI 1.1'E FOR FACII PUMP STA'PION INC'L('DE1) IN THIS PROJECT
I . Pump station number or name: I'rl[ ltS. B'- Surf City W�V1.9TS
2. Approximate Coordivi (Decimal Degrees): Latitude: 34.44 Longitude =.l�u'
3 Design flow of the pump station: QJJU6 millions gallons per day (time capacity)
4. Operations: poinf(s) of the pump(s): Z� gallons per manure at 11 feel total dynamic head (11)l1)
5 Summarize the fierce main to be permnred {for this Pump Station):
Site (inches) Length (feet) Malerlill
('\'C
I
I
6. Poser reliability in accurdancc with ILA N(;AC� 0?T ._Otlt5llalt)�
❑ Standby power source ur pump with automatic acnvatlon and relenutn - I $A \C':\(' 0?T .03htlhil l lfli)
Requited for all pump scatiuns with an average daily Ilow greater than or cqu,iIto 15.001) gallons per day
e Must be permanent It, facility
Or ifthe pump stauon has an ayeragc daily flow less than 15.0110 gallons per dal:
Z Portable power source with manual acmatun, quick-eunncCtiun acecpuwlc and tc!crnetry - I SA NC AC (I'_ I
0305(h)II)(C)
Jr
❑ Portable pumping unit with plugged emergency pump connection and rclerueuy - 15A NCA( 021 030(hit I )lC )
v It skill be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft igrcenwn)
and is compatible with the station.
I If the portable Ixm ersource or pump is dedicated to multiple punhp stations, an ev.rlua11011 of all the pump stations' storage
capactues and the rotation schedule of the portable power source or pump, including travel timefrantcs, shall be provided
in the case of a multiple station power outage.
FORM: PTA 04-16 1'agr ? of 5

IX. SETBACKS & SEPAIL%IIUNS — (02B .0200 R 15A ',CAC 021' .0305(f)):
I. Does the project comply with all separations found tt: ,,.'t',t ,, , -1 ;;Q•`l!�_s1-181
© 1•es ❑ No
I ?A_ NCAC 02T.0305(Q contains nunintunl scpar ttiu , it t shall he pro, idcd fur sc%%cr systcros.
.-. Scthack Parameter•
Sturm ,esccrn and other utilities not I:stcd l el„s k%ttmcah
24 nchc,
11`atcr set n.s i se:nrai-water ovene,vcr n luJlflr? m bunched trenchr,n
IS inches
tA;ucr noun. (honzonrif)
10 lect
Kai., used sitter Imcs,yerncal - reclaimcd o%cr seRerL—__.
ftcclauned ,cater Imes ihorizontal reclaimed over sewer)
1 2 feet
'•Any private or public water supply source, including any cclls. \1'S I %rims of Class I of
_Class II impounded resenoils used as a source of drinking water _
IOU feet
Waters classified WS (except WS-I or WS-V i. B. SA, (?ItI IQW. or SB from norm+
high water for tide cicvanon) and wetlands see item IS t
__50 fee,
• •Any other stream, lake, impoundment, or ground water lowering and sut face drainage
Jttchcs
ii) Icet
Any bwlchng louudation
-. i tcct
Any baxmem
10 feet _
To slope,ul embankment or cuts of 2 feet or more vertical-hc'iglu
10 feel
—_
t-
`Drainagq systems and interceptor drains
5 feet
rinc svvinnnin ools
10 fret
Tina-, earth grade (ycrticall
_ 36 incite.,-_._._,
5A NKA 021.,U0 kZW contains altenram es wf:erc separations in (Is.[ i_I±CIj cannot be achieved.
e "Stream classifications can be identified using the Di.ision•s N urfcg \t:atcr C7)ysif cationa �sehP. 'c'
i If noncompliance with OnT 0305(tl ot.(gj, see Section N of this application
2. Does the project comply with separation rcquiremcals for ssrtlands" (io feet of separation) ®1'es ❑ No
Sec the Di\isiun's draft separation requirements for situations cs here sepiralim, cannot be meet
No variance is required if the altematoc design criteria specified is utilized in design and construction
A, built documents should reference the location of areas effected
3. Ducs the project comply with all setbacks found in [lie roar basin rules per I, r-NC',1c _ D .ll Uj,OW H Ycs ❑ Nn
This .could include Tram Buffered Streams per 1.4A_ VC:1C -211-0 02
4. Does the project comply with an indis idual •104 Permit or any 401 Ccruf icatiuns�' ® Yes ❑ No
e Wetland -related permits shall be requested, obtained, Lard adhered to for projects that impact wellands or Ito face vvatcr>
r Infonnation can be obtained front the 9U I-s'. Bu)Ter PZr7 ritL uny.Br0och
5. Docs project comply wish L3 A..N(: r CQ. lT pI QSj1;IL6) (additional peen its. cart i 11cat1011s l" ® Yes No
Per I M N(: AC_g2"f.(llu$L�(�i3, chrccdy rciaced enrtrunmentai pernut. nr ceriliamrtm :y,piirux,ns arc bang prepared. have
been applied for, or have been obtained. Issuance of this pernnit :s contingent on asuance of dependent permit. (erosion and
sedimentation control plans. %tormwaler managenmcnt plans. etc. r
6. Docs this project include any sewer collection lines that are decnmed "high -pool nN -
Per I SA.YC �-.[,O4QY, "high -priority scuei" nnzans "any aerial sewer, sewer contacting surfncc waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undcmuncs or deteriorates the sewer.
❑ )'cs ® No
:• If ycs, include an autachnmcnt anth details Ibr each line, including type lacrial line. size, material. and location).
lligh priority lines shall be Inspected by file permitice or its representalke al least once every six -months and inspections
documented per 15A \CAC 021'.0403(n)(5) or file permilec's Individual System-NI'Ide Coliection permit.
FORM: F1 A 04- 16 I'agc 4 oI c

X.
CERTIFICATIONS:
Does [he submitted system comply with II SA NCAC. O.T. the Mi a ulp_�%4s.!En, rritetirijor the perumLtlllgs'f I'mlh SLmorils
gUi..F4Se4_ art1!?�.Lla{ A: jipt and the Qijk ily-�jewer Minunum Desi n Criteria l latest s_crsioiJ as applicable:'
® Yes ❑ No
If No, complete and submit the Vat wricc Alternani,c Design Request application (VADC 10-1-0 and supporting documents for
renew At)proval of the request is required prior to submil(al of the Fast Tack \mulication anti supliortirru documents
2. ProlmiunalEngincersC•rtrficatwrc
incest [hat this application for
(Professional kngincer's narne front Application Item I11.1.1
has been res icwed by me and is accurate, complete and consistent with the infonnanun supplied in the plans, Spec ilicalolls,
cnguicenng calculations, and all other supporting documentation to the best of my kriLm ledge 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 Cirhvity Sewers (latest vcrsion), and the Minimum Dcs;gn Criteria for the Fast- Irrack Permitting
of Pump Stations and Force `✓tams (latest version). Although other professionals tray have de.clopcd certain portions of this
submittal package, inclusion of these materials under my sigmrturc and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design
NOTL - in accordance with General Statutes 143-215.(+A and I43.215.613, any person who knuutngly makes any false
statement, representation, or certification in any applicawon package shall be gutty of a Class 2 mrsdcmeanor, Which map
include a fine not to exceed S10.000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date., \+, 0A!?p
I S L va
I ( II!
Off, •.,.,'c i rr,Ec'yc,�;�
yYG' CLINE
3. Applicant's Certification per 15A NCAC 021'!A�I061b1.
1. M-j 6_ W -,\lit cad_-� _ V--�-Vl 1. 1 attest that is applic,uwn for
(Sigmuurc Authorly s name R title from , pphsatlon Itcm L3.1
has been rcvtewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all rcytnred pairs of
this application are not completed and that if all required supporting documentation and Maehmenls are mot riduded, this
applica wri package is subject to being returned as mcomplctc I understand that env discharge ofwastewatcr tiom this nun -
discharge system to surface waters or the land will result ;n an mimi.11ate enforcement action that may include civil penalties.
Injunctive relief. an(Voreriminal prosecution. I will make no clann aganut the Division of Water Itcsourccs should it condition
of this permit be violated. I also understand that if all required pan, of this application package are not completed and that it
all required supporting information and attachments arc riot urc tided• Ihn apphcauun package will he returned to 'tic as
nuoniplcte
NOTE - lu accindancc sv i ie cr lances I li f1 1._(A and 1__a LL(,13, any person who knowmgly makes any take
statement, representation o 1 a m ii , ny a p)icali(n package shall be gutn of a Class 2 misdemeanor. avhich chap
include a tine toe ro en e 0 t �ye a ' i penalties up to S25,000 per .Jolation.
Signature: _ Date"
R)RMFTA 0.1-16 Page , of 5

State of North Carolina
Department of Environmental Quality
DWR_W0%W Division of Water Resources
Dri61ws pjVWerRW�WMWFlow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Evolve Companies
Project Name for which flow is being requested: Evolve Surf City Crossing -Phase 2
More than one FTSE maybe required for a single project tf the owner of the WWTP is not responsible for alipump
.stations along the route ofthe proposed wastewater flow.
Complete this section only if you are the owner of the wastewater treatment plant
a. WWTP Facility Name: Surf City W WTF High -Rate Infiltration and Wastewater
Irrigation System
b, WWTP Facility Permit #: W00000795
All flows are in MGD
c. WWTP facility's permitted flow 1.
d. Estimated obligated flow not yet tributary to the WWTP .3 10
e. WWTP facility's actual avg. flow 070
f. Total flow for this specific request 0.03600
g. Total actual and obligated flows to the facility 1. 09
h. Percent of permitted flow used 19. 09a/n
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)
(B) (C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump Average Daily
Approx. Not Yet
Total Current
Station Firm Flow"
Current Avg. Tributary
Flow Plus
(Name or Capacity, • (Finn / pf),
Daily Flow, Daily Flow,
Obligated
Available
Number) MGD MGD
MGD MGD
Flow
Capacity***
q ,?3 OIIOS , 002 .07y8S 9S
* The Firm Capacity of any pump station is defined as the maximum pumped now 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 (pf) not less than 2.5.
*** 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): r0 W. o f f zzr F Ct fV
Downstream Permit Number: W Q L S 0 017
Page 1 of 6
FTSE 04-16

111. Certification Statement:
1 EL ". �Rr'w Lf 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 11
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2 of 6
FTSE 04-16