WQ0040628_Application (FTSE)_20190306

Central Files- APS SWP ..............
2/8/201
NwM-be- WQ0040628
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification.
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
0 i ti / me, r
Owner Name Owner Type
Brunswick Regional Water and Sewer H2go Government - County
Owner Affiliation
Robert Walker
PO Box 2230
Dates/Events Leland NC 28451223
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/7/2019
R a g u a t e d A 4L i vitl. J er,,-. Requested /Recelved Even-ts
Additional information requested
Additional information received
0 L Ufa I I
Waterbody Name Stf-eamindlex Number Current Class Subbasin
LELAND

iN uRRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
1900 Eastwood Road Suitel1 1429 Ash -Little River Road
Wilmington, NC 28403 .Ash, NC 28420
[phone] RECEIVEDMCDENR/DWR [phone]
[phone] Fax [phone] Fax
John S. Tunstall, P.E. I E H 0 7 0 019 J. Phillip Norris, P.E.
T. Jason Clark, P.E. Thomas J. Scheetz, E.I.
Water Quality Regional i
February 5, 2019 Operations Section
Wilmington regional Office
NC DEQ
Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Gravity Sewer Extension Fast -Track Permit Application
Vineyard Grove Subdivision
N&T Project No. 18101
Dear Sirs:
Enclosed is one (1) original application form with one (1) copy, two (2) copies of the Sewer
Narrative, one (1) original Flow Tracking /Acceptance Form (FTSE 04-16) from Brunswick
County with one (1) copy, one (1) original Flow Tracking /Acceptance Form (FTSE 04-16) from
H2G0 with one (1) copy, two (2) 8'/z x 11 color USGS Topographic Maps, two (2) site plans
(ledger size) and a $480.00 check for the processing fee.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
C
Thomas J. Scheetz, E.I.
TJ S/ttw
18101 02-05-19-s-fast track swr4tr
Enclosures
cc: Barb Lambert
Dan Hilla
NCBELS License C-3641

lc�
Bute of North Carolina
Department of Environmental Quality
Division of warier Resources
1.5A I CAC 02T .0 II0 —FAST TRACR;;'$EWER SYSTEM EXTENSION APPLICATION
Division of Water Resources
FTA 04--16 ;& SUPPORTING DOCUMENTATION
r 06
�or� umber: 'IN t to �e coin Iet�� b I�WR
Application Number: P _ Y .. )
All items must be completed or the application will :bc returiied
1. APPLICANT INFORMATION
1. Applicant's name: H200 BrunswickRegionalWater & Sewer hpany, rnunicip:al ty. HOA, utility; etc,}
2. .Applicant type: ❑ Individual ❑ Corporation ❑ �enera� �artnO s.h. ❑Privately Owned Public Utility
[] Feder l ❑ State/County ❑ -1Viunicipal. Qther Sanitary District
3. Signature autb:or ty's name Bob walker per 15A NCAC 02ri'
Title; Executive Director
4. �ppl eant's nailing address: RO. Box 2230
City.Leland State: NC Zip 28451-
51. Applicant's conta�t xzifotmatiQn:
Phone.uuntiber: (910 371�9949 Email Address: bwalker,�,h2goonlillbxom
11. PROJECT INFORMATION
1, Project name: Vineyard. Grove. Subdivision
2.Applicatio.P/Pr jest status: Proposed {New Perris t)❑ Existing PennXllPr-oject
If a ianodification, provide the existing -permit nuntb:er: 'WOoo and issued date:
If new construction but part :of a master plan, provide. file -existing pert air number WQ0.0
3. County where proj ect is located: Brunswick
4. Approximate .Coordinates: (Decimal Degrees): Lat tud 34.25.88° Longitude. -78.04984
5. Parcel. ID (if applicable): 029AB023
(or Parcel ID to closest downstream sewer)
Ill.. CONSULT -ANT INFORMATION:
1 Professional Engineei.: J. Phillip Norris, P.E. License Number 1196-6.
Fif,i : Norris& TunstalI Consulting En 1ne' ers P.G.
Dialling address 1429 A:sh-Little fiver Road
City: Asti State: NC zip:28420-
Phorie.numb er: 0_40) 287-5900 Ema11Address .pnorris c�ia,ntengirieers. c_oni
.Zv: WASTEWATER TREAT11!CENT FACILITY (WWTF) INFORMATION
1. Ea.cility Naine: U,�hots�r f4;0m,. wP1e11n it Nuxiiber/VC .6x:> l el
Owner Name:: Cw^4-)(
V. RECEIVING -DOWNSTREAM SEWER: INF`O�.l�A'1'��}N (l different than W'�?�TF):
.1. Pen-riYt Number(): WO 1 io Downstream :(Receiving) Sewer lie:
Inc
System wide Collection System Permit Number(s) if=a l.icable WQCS:000100L
Owner Names} 1 �'�r �' SGu�er' H,26c)
FOBN: FTA 04"16 Page 1. of 5

VL GENERAL REQUIREMENTS
l: If the Applicant Is a Privately -owned Public. Utility- has a Certificate of Public: Convenience and Necessity been attached?
'des ONo ON/A
2. If the Applicant. is a Developer of lots to be sold- has a Developer's Operational Agreeltaent FORM• L 1JV� been attached?
F] Yes [INoN/A
3.. If the Applicant is a Home/Pro` e " Owners` A.ssoe.iat ohs has: an O .erational Agreement FORM: I- O been attached?
F] Yes [:]No NN/A
4. r gl of'waste water: (check all that aL p y
N .Residential Owned Re.ta. l (store.; centers, malls.) El. Car Wash
Q Residential Leased Retail with food preparat1011lsery ce [] hotel andlor Motels
School /preschool I day care Medical I dental l veterinar faellities Swirnning Ppol /lubhoue
E Food and drink facilities ❑ Church [� Swinuning Poofilter Backwash
d Businesses I offices ices / factories ❑ Nursing Home 0 Other (Fxplam` m— A-ttachx eat)
S. Nature of wastewater: 100 �/o Domestic/Comin6rcial % Comme�rcla.
% Industrial (See 15A NCAC 0:2T .0103(20�}
1s `thok" &Pretrcatxrient Program iri effect? ❑des � No
.Has
alvv x'eduction been approved under. 15A'NCAC 02T .OI 14f�? Yes NTo
If y+s,pro vde a co ofo ti�y .reiiuction ap`proyaY .letter:
7. Suinzmr ze wastewater generated by prajeet:
Establishment Type (see 02T.011 }
Daily Design Flow �,b
No.. of Vnits
Now
Sinlge. family units.
210, gal/unit.
31
65510 GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
-gal/
GPD
Total
6,51l0 GPD
a See 15.A NCAC .02T :.0 I 14(b (e)(1) and (e)(2) :for caveats to wastewater design flow rates (fi e. j minimum flow per
dwelling; pro posed unknown non-residential development uses; public. access facilities located. near high public use areas;
and residential property: located south or cast of -the Atlantic Intracoastal waterway to be used as vacation rentals as defined
in 0.8. 42AA
b Per 15A NCAC 02T .0114 c desi flow rates for establishments notidentified in table 15A NCAC 02T.0i.14 shall be
C )s C� ]
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. .
8. Wastewater ge ne aced by project; 6% GPD I 5A NCAC 0.2T .Q.114)
➢- Do riot include futarC- flows or previously pernnitted allocations
if permitted flow is zero, indicate wily:
Opul Station or Gravity Sewer where flow will be,penuitted fill subsequent permits that connect to this .line
Flow has already been allocated in Permit Number:
EIRebAbilitAti-oh or replacerhent of existing sewer with no new flow expected
0' th1eV (Explain.}
FORM: FTA 04-16 Page 2 of S.

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & M�DC (Gravity Sewers:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 987 PVC
➢ Section II & III of the N1DC 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 .0305(h)(1)(P)':
➢ 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
❑ 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.
➢ 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�NCA.0 02T .0305(f)):
1 Does the project.comply with all separations found in 15A NCAC 02T° .03.05 _.. g) Yes. 0 No
15A NCA.0 021U305(t) contains mu mttni :seoazrations. tl at shall be provided1or sewer systems:
Setback Pa 'alneter*
Separation Re�u.ired
Storm sewers and ether -utilities not listed below vertical
24 niches
Water r a ins(vertical-water over sewer including- m benched.trenches)
18 inches
Water mains `for zontaf;
10 feet
Redl.aimed water lines (vertical - :reclaimed -truer sewer)
18 inches
ReclaYned water lines : horizontal reclaimed over. sewer) _
2. feet
*Any private ox publ%c water supply source, including any wells, WS=1 waters of Class I or
Class H Xtn tiurid.ed reservoirs used as a, source of drinking water
0.0, feet
- Waters class f od wS (except WS,;4 or WS-V ) 'B, S , 0jR,W J. W, or SB f� o—' m normal
high Water for.tzd.e eieva%iaiend wetlands see item IXI2
50 :feet
*4Any other stream, lake, i npou admetlt, or ground water lowering and surface: drainage
ditches
10 feet
..Anybuilding foundation.
5 feet
An basement.
X 0 feet
To slo e..of .embankment. or of 2 feet or. Thore 'Vertical hey lit
.
10 feet.
l rama e systems and interceptor drains
5 feet.
.An swYm3nunDols
10feet
Final earth grade vertical
36 inehe:s
15.A, NCAC 02T.03 contains alternatives where separations in. O2T.030 1 cannot be achieved,
**Stream. classifications can be `ident rfied using the Division's NC SurfaceWaterClassificatiozls w6l2age
If noncompliance witli 02T.U3o5(f) or (��:see Section �af this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) n Yes [:]No M N/A
See the Division's draft separation requirements .for.situations where sepa�:atioi cannot be meet:
No variance is required if the alternative design czitera speefied is utrlied In deszg�n and construction
As built doctunents should reference the, Location of -areas effected-
3
Does the project comply with setbacks Found in the river basin rules per 1.5A NCAC M .0200? � Yes 1 No N/A.
This would. include Trout Buffered. Streams per 15A NCAC 2B.0202
4. Does the project requir e coverage/authoriz-ation under a 404 Nationwide or (-1 des M.No
inAvidual permits or 401 Water Quality Certifications?
InfoY nation can be -obtained f-om the 401 Buffer Pertnitttipg Branch
5 bees projM cosh ly W'th 15A NCAC, 02T.0.1Q� c d} (additional pex�rtits/certifications)? 'des C] No:
Per .15A :NCAC 02T.0105Lc)Ub} directl related enviroxxmental ermits or: certification a l eat ons :are being re axed, have
y _ p hl' p
been a lied fQr oi- have been obtained: issuance of tires c �triit is contin gent on, is-, anee of de ez dobt _.ermits (erosioi and
sedxtnentat. control plans, stoma water niai be emmans; etc:.}.
. 3aes this- proj ect MQ.. de az y sewer collection lines: that :are deeined. tGhig ypi�ior ty?"
Iri A 7'I'. 0 "high riorit se Wei scans "an ae,ijal `sewer s.e vex writ ctin` surface 'vc�ate 's s h-ari or,
sevc�ez-
Per.15A -NCAC p g prior]: W Y � g p.
osYtioned arallel to streambazxlCs tNit Y s 'cet to:erosion `thai.undertnines or deteriorates the surer.
1�. .. p J
n Yes ] No N/A
IfT e .zncl de::an attaehrnerit with details.'for ead `luxe � 1 dingf e (aerial line: size .material, and. location:}.
y... N, _ 3 Z7 j. J
Rig. priori f lines shall be in sec"ted-b tine ermzttee or:lt, re resenfatzve at least,once ever s um: hs n ns cetions
. p . _ y _. l P P.., �'
documented er 15A C 02 ' 0 a oar the erm tees-s individual System Wide Colleetio.n perxnxt,
p (.(� P
FORM F` A 104� ,1 � page 4 of 5

X. CERTIFICATIONS:
l: 'Does the submitted system comply with :15A. NCAC 02L the Minimum Desion. Criteria for the Permitting.of Pump Stations
and p'oree Mains. latest version and -the Gravity Sewer Minimum Desigli Criteria (latest version) as applicable?
N Yes ❑ No
If rlo soft plete and submit the lariasce/ 1ter�a Live Design Request application (VAI)C'1 -1 an suppot in dflct n tints; for
review. Approval of the request Is -required prior to submittal of the Fast Track Application and supporting.docurnents.
2. Professlonal Engineer's Certification.
V
I, p A,� e ® r—y— l 9J -attest that this a' -Mention .for
. � pp
Professional tnbineee8 `natm from AP licatiori Item IrI: I .}
V(e7e, CI „0 rr-✓'� 5v t IV15 10
has been revio ed , rile and is accurate c`om� lete and eozjsxstent with the information su Iied in the lulls s tic float .
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p
,
engineez�xn calculations and aII other su' " `ortirr dt cutr�eritatiat to` tltc best of nz kilo vled e; I fUrther attest that to the. -best
::. g pp - g , Y 3
of i � k�iowied :`e the ' ro used des has been re are in accordance with the a . I cable re ulations G��avi Sewers
Y :::g. p. p gn p p. pp g:....'
1inYriutxi Desi Crte�ia fay" Gravi Sewers latest version and tle hilitlimum Desi Critet�ia for the Fast�'�I'rack perntti
tY (� g
of Pu.m:. Stations and. Force Ma :n.s latest verszori Although other-" rofessionals May.ave d�evelo ed cettain ortiorts of this
p ( p. p p
submittal acka e :ir�c uslon o these materials under rr si afore and seal si �nifies "that t have previewed this matorial end
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have jnd ed it to be consistent with the proposed de�rgn.
NOTE-- I i accord oe With er oral. Statutes X 4 _2I 5.6A attd l .A 3-215.6B an : � erson who knowmi l makes an: false
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statement e esentation or ceft Ovation in an. a lYcatxon ackd e shalt be z : `` of a Class: 2 nlisde neanor which rna
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includea fine not to exceed $10,000, as well as `civil penalties up. to $25.,000 per violation
a� sir
.............
North Carolina Profess oval E t roper's peal, signatprc, anal
Of
:ter
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3. Applicantls Certification per l5.ANCAC o2T :01.06(b):
attest that this application for
(Sign ttare Autbor t. -s name title frot. A..piicatYon Item 13.)
l y1 Z L4
has, boeii revie .._.d by one and is accurate: and complete to the best of my knowledge. I understand that ',if all required red .parts of
this a licat o.. are not completed and that. f"a1I re aired s�� , ortin do. umentatidn. and attachments ale not inb.luded this
pp p pp
application .package. is subject to being returned as incomplete. I understand that. any discharge of wasfe,fttcr ft oin this non_
discharge system to s«rfa cc water:o tke land evil I r esult in an unmediate enfor•eexn�cit at on that may include civil penalltes,
in`unctve relief, andlor criminal rosecutin. I will make no claim. a aast tle Division of Water Resources should a: condition
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of this permit,be- violated. Z . also understand that if all re ui�red atts - f this a Iication acka�e are not ;con feted and that if
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all repirod sup_ porting information -and -attachments are: not n.cludod, this: application pa -kac Will be returned to me as
incomplete.
NOTE. - in accordance: with General Statutes 14'.3 '215.bA and, I�3- 1 �.68, any person who- knavt ingly snakes any false
statement representation, or certification,."* in .an a licat on acka e shall be . uilt of a Class misderrieanor which :may
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include a fine not=to excee.d.:$I0 000. as -well as e vII penalties tlp to $Z5,000.per, viol.kion.
v
Signature: Date..
FORM.. FTA 04-16 Page 5 of 5

b'TA- 17 la 1
_ State of North Carolina
Department of Environmental Quality
•
�- _- - - - Division of Water Resources
Division f Water R so,rces Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Brunswick Regional Water and Sewer
Project Name for which flow is being requested: Vineyard Grove Subdivision
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: Northeast Regional WWTP
b. WWTP Facility Permit #: NCO086819
All f lows 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 0.00651
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
II. 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, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity*
T .0 R i�77 ?71 1 ?S nQsz ??,I nIdR
* The Firm Capacity 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 (pt) 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): Brunswick Regional Water and Sewer
Downstream Permit Number: WQ0016854(M)
Page 1 of 6
FTSE 04-16

Ill. Certifii cation Statei.nent
cert to the best of niy knowledge that the addition of
I, b �fy ge
the Volume Owastewater to be permitted in this project has been evaluated along the route to the
A I t"
receiving wastewater treatment facility and that the flow fi-6m this - project is got anticl-P, a ei Q
cause a4y capacit lated. s - `t' o b-, - d do str'station
aw.ar Wn eam pump
y re y sewer overflows r ver ur. en. any
eceivmg t
. , . A .* - . troatment lane -Wider normal circumstances ances, given the im-olementation* of
en 011ie to tbe r. p
the planned improvements :identifiect in the planning assessment . where applicable. This analysis
has been perfol-med m aoeordance with local established policies and procedures using the- best
available data. This certification Vpfies--to those items :fisted above. ve. m* Sections I and 11 plus all
a0hed planninvasses,8 assessment dnd s for which I am the responsible party. $i:gnaturoof this
folln indi catos accept a . & th s wast ator flow..
twe o,.,. J'. ew
Signing Officia: I Sig- h-ature
D -ate
P age 2. of 6
FTSE 04-16

State of North Carolina
Department of Environmental Quality
N•
Division of Water Resources
fix°
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick Regional Water & Sewer
Project Name for which flow is being requested: Vineyard Grove Subdivision
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: Northeast Brunswick WWTP
b. WWTP Facility Permit #: WQ 0086819
All f Zows are in MGD
c. WWTP facility's permitted flow 2.475
d. Estimated obligated flow not yet tributary to the WWTP 2.005
e. WWTP facility's actual avg. flow 1.952
f. Total flow for this specific request 0.00651
g. Total actual and obligated flows to the facility 3.963
h. Percent of permitted flow used 160.1 %
II. 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*
The Firm 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 pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

ca
III. Certification Statement:
I William L. Pinnix, Dir of Engr 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 ca acity to transport and treat the proposed new wastewater.
or
Signing Official Signature
�1 R F 2Y�C.dntG�n
Title of Signing Official
Page 2 of 6
FTSE 1.0-18

SEWER NARRATIVE
VINEYARD GROVE SUBDIVISION
- Brunswick County
For
Leland School Road, LLC
1655 Leland School Road
Leland, NC 28451
[phone]
A,5>�0ag1 V i 9 a➢ P Y D'►lp,t
s AL
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r
a 119 v f _
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L I P�0
February, 2019
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429- Ash - Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 18101

NARRATIVE
SEWER SYSTEM:
This public gravity sewers stem is designed to service 31 three -bedroom residential
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lots with a flow of 6,510 GPD.
A total of 987 LF of 8" gravity sewer line will be needed to complete the system. This
new system will not require a pump station as it will connect to a new manhole that will
be installed on the existing gravity sewer line along Leland School Road.
This Y
system will be served b the Brunswick Regional Water & Sewer H2GO.
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