WQ0042746_Application (FTSE)_20210920

Permit Number WQ0042746
Program Category
Non-rs0arge
Permit Type
Gravity Sewer E.densron Purnp Stations, & Pre$Sure Sewer ExtersIkns
Primary Reviewer
tyler benson
Coastal SWRule
Permitted Flow
Facility
Central Files APS — 5WP
&16/2421
Permit Tracking Slip
Sutus
Project Type
In revrew
how ProleGt
Wrrian
Permit Classification
A
Ir:div,ds,a-
Permit Contact Affiliation
Facility Name MajflNhlinor Region
SRBR Environmental Private Rump Statrdn Minor I.Mmrngton
Location Address County
New Hanow
Owner
Owner Name
Sr&R Enwronrnental Ine
Facility ContactAffdiation
Owner Type
Non-Govemroert
Owner Affiliation
V'Aliiam lhklls Murrell III
PG Box 221
Dates:E:vents Wilmington NC 2840242.
Scheduled
Orig Issue ApP Received Drab Initiated Issuance Public Notice Issue Effective Expiration
P. 12.2r21

State of North Carolina
department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTV.11 } \ I ENSION APPLICATIO
Dlvtslon of Witter Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: vet 647 A}!Xyl% (tn k rnrnp1wcd by DWR )
All items must be cg;nplejW or the L r liratlnn wilt he returned
1. APPLICANT INFORMATION:
1. Applicant's name. (company, municipality. 110A, utility, etc.)
2. Applicant type: ❑ Individual IE Corporation ❑ fiencml Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ SwOCounty ❑ Municipal [1Other
3. Signature authority's name: William W. MurrelI per
Title: LLU
4. Applicant'% mailing address: 4920 US Hsaltw _421-N
City: witruinglul State: 4K zip. 2Hf1!-_
5. Applicanl's contact infunnaiion:
Phone number: ty1Q} }-, Email Address. %%TruTTyll-­rrei1%i
11. PROJECT INFORMATION.
1. Project name:
2. Apptication Projcct MAIM' ® Proposed (Nets' Permit) ❑ Existing Pcmia?roaeet
If a modification. provide the existing pernmit number. WQ00 and issucd date:
For modifications, also attach a detailed narr9tive description as described in Item G of the checklist.
If new construction. but part of a master plan, provide the existing permit number: WQ00
3. County where project is ideated: 1+10v Hanover
4, Approximate Coordinates (Neimal Degrces}: Latitude 34,31995U' Longitude:-77,990100
5. Parcel 1D (ifappbcable): IL D00-001-1111-on (or Parcel 1D to closest downstream sewer)
Ill. CONSULTANT INF'ORAIATION':
I. Professional Fngineer: Paul R Shmm' License Number 030136
Firm; Hirhfill Infrastructure E=neittee u_ P.C.
Mailing address. 3804 Park Avc. Unit A
City' Wilrninetan state: N—C Zip: 28403-�
Phone number: (910) IU-111h Email Address: nshivcrsfa�hieoc.cum
1V, WASTEWATER TRF ATMENT FACILI'C4' {1yrN1TN) I'SFOR-NIATION-
1. Facility flame: JamesWWT. Permit Numbcr: NPDES
Owner Name' Calk Fear Pu fi ' Utdlty Autho y C{ FPUAI
V. RECEIVING DONYNSTREANI SEV1 Elm INIF'OR31ATlON-
I . Permit Number(s): NVQ0039283
Downstream (Receivingl Sewer lnfonnation: 4 inelt ❑ Gravity S Farce Main
3. System Wide Calicction 5ystern Permit Number(s) (if applicable): WQCS_
Ovmer NarneW: -
FORM. Ff A 06-2l Page i of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Pmalclydlwncd Public Utility, has a Certificate of Public Convenience and Necessity been attached'!
❑Yes ON ®NA
2. Ifihc Applicant is a Developer of lots to be cold, has a i ai : e c t M ] 4' bcrn auachcd:'
[]Yes ❑ No 0 NA
3- if the Applicant is a HnrnclPruperty- Owner5' Assucialion, leas an IIQAPUA ((atiianal AVCgmciil (FARM, HOAR and
.tipplemenialy documenlalion ns required by I5A NCAC' 021'.p115(c) been attached?
❑ Yes ❑ No ® N A
4. Origin of uamct�ater: icheck all that apply):
❑ Rcsidcraml iIndividually Ovvnetil EJ Retail (stores, centers, malls] ❑ Car Wash
❑ Residential (LcwtMl ❑ Retail with food preparatiowsmice ❑ Hotel and/or Motels
❑ School preschool day care ❑ Medical ' denial ! Yeterinary facilities ❑ Swimming PooVClubhome
❑ Food and drink facihttc$ ❑ Church ❑ Swimming Pool,Filter Backwash
Btisinesscs ' offices i factvrics ❑ Narsing I tome ® Other (Explain in Attachment)
I'rctteaied Industnal \1 axin�atrr from other snurccs
S. Nature ofwatinvaler' Z:%Domeslic °oCommercial lndustriat (See 15A NC:& k! U1U3f2b
if Industrial, is there a Pretrcaiment Program in effect? 0 Yes❑ No
h- Has a ilo%► reduction becn appruscd tinder ISA NCAC 021- it 4 c ❑ Yes M No
Y 1f ties, provide a cnm' or flow reduelion approval letter xith ibis a[rnlieation
7. Summartrc wastcwaler gntcratcd by project:
Fslablishment Type (see 42TAI14(f))
Daily Design Flog `b
No. of Units
Flow
Crcncral Busiocs, and offices
25 galJempinyee'shift
40
1ON GPI}
Pretreated industrial M astewater
56.604 gab'day
1
56.640 GPD
gal
CrPD
gal
GPD
gal
GPD
g:tl
Cif U
Tala!
57.WCPD
a See I SA NCAC fl2T-0114(b), fdl_tcii I i and tr}(?] for caveats to wastew•alcr design flow rates (i-e.. minimum floe' per
duelling, proposed unknown non-residential de%elopmeni uses; public access facilities located near high public use areas. -
and residential property located south or east of the Atlantic fn(racoasial Waterway to be used :Ls + acation rentals as defined
in G S. 42A4)-
b Per 15A NCAC 02T .0114(c), design flow rates for esiablislim cnLs riot identified [in table 15A 1I4( AC a2T!21 l4) shall be
determined using available flow data, water using fixtures, occupancy or operation patterns. and other measured data
8. Wastneatcr generated by project: 5.7.504 61'D (per 1 SA NCAC 02T .01 I4)
i- Do not include future flows or previously permitted allocations
if permitted flow is Tern, please indicale %hy:
❑ Pump Station'Force "slain or Grab ity Seucrwhere flaw will be pernimed in subsequmt permits that connect to ibis line-
l'lri<e provide supplementary information indicating the approximate timcfrante for pcnnilling upsttcam sewers with fluw-
❑ Fluw has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers wrth no new flow expecteA
❑ ()thrr IF xplain j:
FORM: F rA 06-21 Page'_ of 5

till. GR#%'M SEWER DIES1GN CRATF RIA (lf Applicable) _ 02T .03i15 &-,NIDCj [:ugLI Sei�rrs ;
1. SLrnfnlri2C ¢rav�ty scacr In be p�rtiuticd'
Size Unchesl l-ength (feet) %lnlrriul
R
> SCelinn H cC Ill of ilic tifDC far Permitting of Gra► ily SCAcrs contains informaiion related iu design criteria
Y Scction Iil contains infunnat ion elated to minimum slsspcs for gravity sawerf9)
r OversitiaR lines to meet mininntm slope retloiremetitk is nnr nlinwed ands t iol,dion of the NlDC•
v U I I'l MP STATION DESIGN CRITERIA or Applicable) -- 021' .030& )lams :
PROVIDE A SEPARAIF COPY OF THIS PAGE FOR EACH PUMP STATION JNCL(JI}1 D itj 1311S PRoJEt-7
I - Pump station number nr name: SJUR Environmental Pump Station rl
2. Approximate Coordinates IDecimal Degrees) Latitude 9 tl Longitude:-77.990100
3- Total number of pumps at the pump station:;
3. I7Csign flow of the pump station= 0.057G millions gallons per day; firm capacity)
This should reflect the total GPM for the pump station with the largest pump out of service.
4. Opemtional puini(s) per puntp(s). & gallons per minute (GPM) at Qj feet total dynamic head tTDH)
5- 5urnmarve the farce main to be perinitted (for this Pump 5iation)_
Size (inches) I.eitgth {feet) 1laterial
3 100 D(P
If any portion of the fdrCC main is ICSS thou #-inches in diameter, please identify the method of solids reduction per
MDC'PSRN4 Section 2,01 C.I .b. ® Grinder Pump ❑ Mcclimical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I5A NCAC WT .0305fbw 17:
® Standby power source ar ❑ Standby pump
Must have automatic activation and telemetry - 15.A NCAC 03T.0305fhy i)(B);
v Required for all pump stations with an average daily flow greater Than or equal to IS,noa gallons per day
!dust be permanent to facility and may not be porlabic
or if tiir pump sitttitni bas an average daily floss less than 15,000 gallons per day 15A NCACO2T.0305(hl(l.XQ:
❑ Poriablc power source with manual activation. quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
o Include documeniation that the portable source is uwaed or contracted by the applicant and is compatible it ith the statiun-
ii I f the portable power source or pump is dedicated to multiple pump slations. an evaluation oral) the punip Station` storage
capacities and the rotation schedule of the portable power source or pump, including travel umeframes. shall be provided
as part of this permit application in the case of a midUrle station power outage.
FORM_ FTA f16-21 Page 3 of 5

IX. SETBACK.% & SEP&RA-1 IONS — (02B .020U & 15,E NCAC 02T .0305(f)):
1. Doe4 the pmject comply with all separationsialtcrnativcs found in .I 5.+1. NCAC 02T .0M re, roe? ® Yes El No
15A NCAC 02T.0305(f) contains minimum separations that shall he. nrovidei F r ­,.r <..tt.mo1
Setback Parameter*
y Separation Required
Storm sewers and othet utilities not listed below (vcittcal)
18 inches
water mains Ivertical - water mer sewer preferred. including in benched trenches)
19 inches
2Watermains ihoriyontalI
10 feet
Reclaimed walfr Imes Vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclain►M uvcr sewer)
2 feel
**An3 Private or public water supply source_ including any wells, ik'S-1 ■valet'8 of (,I ass i Or
Class 11 impounded reservoirs usttl as a snurcc of drinking water. and associated wctla &
i DO feet
*•Wulers classified WS ICSCep( WS-i of WS-V), B. SA, ORW, HQW. or M.] from normal
high water (or tide elevation) and wetlands assoctattA with these waters (set item iX-2)
50 feet
"Any other stream, lake, impoundmenl, or gRiund water lowering and surface drainage
ditches. as tircll as wetlands asulcialcd with these x+ atcrti or classified as',S L
10 feet
Any building foundation (horizontal)
5 feet
4n% basement (hormuntal)
10 feet
Top slope of embankment nr culs of 2 feet or more vertical height
I0 feet
Drainage systems and interceptor drains
5 feet
:kily sw imming pools
10 feet
} ina] earth grade 1 vertical)
36 inches
A- if noncompliance t% ith 4; l:_O3O5l D or i e1. sec Section X. I of this application
* contains alternatives where separations in 02LU345tf) cannot he achieved. Please check "ves"
above if these alternatives are used and provide narrative information to explain
"Stream claesiftcanon, can be identified using the Division's NC Surface Wat
2. Does )his project comply with the minimum separation requirenicnts for hater mains? E] Yes 0 No Z N/A
> If no, please refer to 15A NCAC 18C'.0906(l) for documentalion requirements and submit a separate dmument_
signed'sealed by an NC licensed Ph, verifying the criteria outline d in that Rule.
3. Does the project comply .with separation requirements for wetlands? ❑ Yes +] No [4 N, A
Y Please provide supplementary information identifying the areas of nan-conformance,
i- 5cc the Dk isimi's draft beparation rcquiretncnls for situations whCrc separation cannot be met.
:+ No variance is required ifthc ahcmative design criteria specified is utilized in design and construction.
4, is the project locamd in a river basin subject to any 5tatc buffer rules' []Yes Basin nainc: ® No
If yes, does the project comply with setbacks found in the river basui rules per 15A NCkC 0 > ❑ Yes ❑ NO
> This includes Trout Buffe" Streams per 15A NCAC 2U.0202
5. Does the project require coverage%authorisation under a 404 Nationwide individual permits ❑ Yes Z No
or401 Water Quality Certiticahons''
Y Please provide the permit number:'(rerniitting status in the cover letter if coverageiaudtorixation is required.
G, )Toes project comply with 1SA eN1( AC 021,E}I16_e1( 1 (additional Perm iWeenificalions.)? ® Yes ❑ No
Per 15A NCAC 02T.0I051cH6). directly related environmental permits or certification applications must he being prepared,
have been applied for, or have Veen Obtained. ISsuancr (of this pcmlit is WntingCllt on issuance of dependent per'n0s (erosion
and sedimentation control plans, stormwater management plants, etc,).
7. Dves this project include any sewer colleclion lines that are deemed "high -priority?" ❑ Yes M No
Per 15A NCAC 02T.0402. "high -priority sewer" means any aerial sewer, server contacting surface waters,
siphon, or sewers positioned parallel to streambanks Thal arc subject to cruswn that undcn-inincs orJctenotatcs the sewer.
Siphons and sewers suspended through Interference/conflict hoses require a variance approval.
o If yes. include an attachment with details for each line. including type (aerial line, size, material. and lucaiion).
High priority lines shall he inspected by the permillee or its representalive at least once every six -months Sind
inspections documented per 15A NVAC 02T.0403(a)(5) or the permiltee's individual System -Wide Collection permit.
Ff1Rm HfA0621 Page 4of5

X. CERTIFICATIONS -
hoes the submitted system comply ttith I _NCAC 02T, the
4 and the GimvityE as applicable?
® Ycs ❑ No
If no. for project,; regwring a single %ariancc, complete and suhmit the S'ariancc Alternative design Request application
{VADC 10-14) and supposing documents for rrtiety to the Ccnlral Office Approval of the request Aill be isgtled
concurrentl with the apiproval of the pernmit, and pruiecis rr uirin a varlancr a t rtti al mai be suh`eet to longer
re► ie" times, For prolects requiring isso or more . arianccs or where the sarionre is determined hti the IM ision to he a
ri'ttl l3ca tkt brtiml of the proied, the full-trchnical res icn k rt•ultired,
2, Professiotta1Enginecr'sCcrliliratiun;
pawl R. Shiv attest that this applicaitan for SR&R Wa�lewarer Connection to CFI'UA
t?mfcssiana! FngiM s a nlme from Applicaiian Tim M 1 1 Ilhnject Name fnim AppIi jiian trem tt I)
5R
a.cgL ter Cogrieciion to Ft'1,iA
has been re►•iemed by me and is accurtitc, complete and with cansistent t the in formation suppl cd in the plaits,
specification%, enpincering calculations, and all other supporting documentation to the hest of my knowledge. I further
attest that to the best of my knowledge the proposvd design has bccn prepared in accordance With thr applicable roytilations,
Ni6italWni Des rn Crilefia I -or -Gravily &!= Elatcat ymiunk and the Minimum Design i nicria For the Fast-Irdck keee-emitting
uLPli is Stations and Mork a sin. { cr trreinnt. AIthough other professionals may have devcloped 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 n•iih the proposed design.
NOTE - In accordance ■vilh 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 lu cxcecd S10,000, as ►veil as civil penaltics tip to S25,000 per violation. Misrepresentation of the application
infarntatmn. including failure to disclose any design note-compliancc with the applicable Rules and design cri[cria, may subjecl
the North C'arulina-licensed Professional Engineer to referral to the licensing board. (21 NCAC 56J1701}
North Carolina Professional Engineer's seal. Agnalure, and dntc: ;+`�titt`ttctrir { �rir�rf
1. �
030236
Applicant's Certification per 15A NCAC 02T .0106(b): +�{'•rrrrune't�`�
1. William W, Murrell III attest that this application for SR&R Wasmw ster Connection to CFPUA
f5igtraiurc Authority Namc feom Appheauon Item 13 1 Mroject Name tiom Application Itcm 11 11
attest that this application has been reviewed b} me and is accurate and complete to the best of my knowledge.
I understand that if all required harts of this application are not compleled and that if all required supporting documentation
and attachments are not included. this application package is subject to being rchimed as incomplete. i understand that any
tlisaltdrgc of wastewater fruni this non -discharge system to surface waters or the land will result in an immediate enforcenient
action that may include civil penalties, injuncme tehcf. andlor criminal prosecution. I will make no claim against the i]ivision
of Walcr Rcsuurces should a condition of this permit be violated. I also understand that if all required parts of this application
package are not complctcd and that if all required supporting infomration and attadirti nts are not included, this application
package will be rcuimed to me as incomplete.
NOTE - In accordance with General Statutes 143-2L5.6A and 143 215.65 any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdeineanor, which may
include a fine not io exceed S10,000 a well as eiVil ptnallics up to S2500 per violation.
signature: _ _ Date:
F0FJvI. ETA 06-21 Page 5 of 5

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: SR&R Environmental Inc.
Project Name for which flow is being rcquested: SR&R Environmental, Inc.
More than one FTSE may be required for a sinRlepro ert if the owner of the WWTP is not responsible for aft pumrp
stations along the route of the propesrd wowewuter flow.
1. Complcte this section only if you are the owner of the wastewater treatment plant,
a. VVW P Facility Name: James A. Lnughlin (Northside) WWTP _
b. WWTP Facility Permit #: NPDES NC 0023965
Alf f laws are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 3.708
e. WWTP facility's actual avg. flow 10.661
f, Total flow for this specific request 0.057600
g. Total actual and obligated flows to the facility 14.426
h. Percent of permitted flow used 90.2
I1. 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+Q
(E)—(A-D)
Design
Average
Approx.
Obligated,
Pump
Pump
Daily
Current
Not Yet
Total Cuftent
Station
Station
Firm
Flow"
Avg, Daily
Tributary
Flow Plus
(Name or
Permit
Capacity, #
(Firm 1 po,
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity••*
10
WQ0039922
22,090
7.363
3.776
0.770
4.546
2.817
12
WQ0039517
4.920
1.970
0.672
0.318
0.990
0.980
158
WQ0039283
0.827
0,308
0.000
0.083
0.083
0.225
* The First, Capacity (design flow) of Any pump station is defined as the maximum pumped flow
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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A► Planning Assessment Addendum shall. be attached for each primp 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:
Page 1 of 6
FTSE 10-18

Ill. Certification Statement;
I Jeff Theber e CFPLIA Eng. M 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 addendurns 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.
AN
Title of Signing Q*ial
Page 2 of b
FTSE I0-18

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Business Corporation
Legal Name
SR&R Environmental. Inc.
Prev Legal Name
Southeast Response & Remediation, lnc_
Information
Sosld: 0268196
Status: Current -Active O
Date Formed: 5/28/1991
Citizenship: Domestic
Fiscal Month: December
Annual Report Due Date: April 15th
Currentgnnual Report Status.
Registered Agent: Murrell, William W_, III
Addresses
Mailing
4920 Highway 421 North
Wilmington. NC 28401
Reg Mailing
4920 Highway 421 North
Wilmington. NC 28401
Officers
President
William VV. Murrell , III
302 Bayfield Drive
Principal Office
4920 Highway 421 North
Wilmington, NC 28401
Reg Office
4920 Highway 421 North
Wilmington, NC 28401
Chief Operating Officer
Richard Wareham
8721 Champion Hills Dr

Wilmington NC 28411-2575 Wilmington NC 28401
Stock
Class: COMMON
Shares; 10000
Par Value 0