WQ0041400_Application (FTSE)_20200108

Central Files: APS SWP _
1/9/2020
Permit Number W00041400
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
helen.perez
Coastal SWRuie
Permitted Flow
Facility
Facility Name
Major/Minor
Region
Kyndall Cove Apartments
Minor
Wilmington
Location Address
County
Brunswick
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Town of Leland
Government - Municipal
Owner Affiliation
David A. Hollis
Manager Town
102 Town Hall Dr
Dates/Events
Leland
NC 28451
Scheduled
Ong Issue Ap _ d Draft Initiated Issuance Public Notice Issue Effective Expiration
1 /8/2020
Regulated Activities Requested /Received Events

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
January 8, 2020
NCDEQ
Division of Water Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Dean Hunkele
Re: Kyndall Cove
Brunswick County, NC
TE 19004
Dear Mr. Hunkele:
�CIEWE.
JAN 0 0 2020
RECEIVED/Nu-BENR/M
JAN 0 S 2020
Water 6luality Regional
Operations Section
Wilmirgtan Regional Office
Enclosed please find one (1) original and one (1) copy of the fast -track
application, flow tracking/acceptance forms, topo map, street map, and a check to cover
the application fees for the above referenced project.
We are proposing 520 if of 8" C-900 and 80 if of 8" CL 54 DIP public gravity
sewer to serve 79 residential units and amenities center. We are requesting flow of
12,000 gpd to provide sewer service for 3-bedroom units at 210 gpd each and 1 or 2
bedroom units at 140 gpd. The proposed sewer main ties into the existing gravity
sanitary sewer main running along Old Fayetteville Road.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tr' Engineering, P.C.
r
Phillip G. Tripp, P.
PGT:dcb
Enc.

State of North Carolina
DW
Department of Environmental Quality K
Division of Water Resources
15A NCAC 021 .0300 — FAS"I"TRACK SEEN ER SYSTEM EXTENSION APPLICATION
Division of Water Resources FT.\ 04-16 & SUPPORTING DOCUiNIEN"1',VI'ION
Application Number: vVIY�,�J"II`IIJI'.� Oo be completed b� Im ict
All iteurs must be completed or the application trill be returned
I. APPLICANT' INFORiNIA'I'ION:
I. Applicant's name: T"own of Lelan(I (cony)any. muaicipnlity. HO,A, utility, etCl
2. Applicant type: ❑ ilidividual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ Slate'Co(Inly ® Municipal ❑ Olher
3. Signature authoritys name: David Hollis per 15 A AC,.'AC 021 .01061b)
Title: Town Manaeer
4. Applicant`s mailing address: 102 Town Itall Drive
City: I ehnd State: NC Zip: 2801-
-. Applicanl'sconlactinfoimaliow
Phone number: (910) _71-1209 Entail A(I(Iress: dhollis((itownolleland coin
II. PROJECT INFORMATION:
I. Project name: Kyndall Cove
2. Application/Project stapes: ® Proposed (Ne(v Permit) ❑ Existing Permit/Project
Ifa modification. provide the existing permit mmaber: \VQ00__ and issued (tale:
If new construction but part ofa master plan. provide the existing permit number: WQ00
3. County where project is lorded: BRUIS Wiek
4. Approximate Condinmes (Decimal Dcgrees): LatiRlde: 3d 237222 Longitude:-78.021666
5. ParcelID(if applicable): 2197075853,11
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMAT'ION:
I. Professional Engineer: Phillip G _TT� License Number: 17374
firm:'1'ripp Fm hiee6m,,
Mailing address: 419 Chestnul Street
City: AVilminalon State: NC 'Lip: 28401-
Phone number: [phone] I'mail Address: office!riai pcneinecrin�.com
IV. WASTEWATER TREATMENT PA4CIIATI' (\VN\'TP) INFORMATION:
N;�za
I. Facility Name: Northeast Brunswick Reeional_WWTf Permit Nunthe : NC _ 8kli_9 t.
Owner Name: Town of I,cland AlUOM) e7
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than \\'W'I lP):
I. Permit Numberts): WQ_____ Downstream (Receiving) Sewer Size: inch
System AVide Collection S)�stein Permit Aumbe �"(ifapplicablel: AA'QCS__
Owner Name(s):
FORM: PTA 04-16 Page I of's

VI. GENERALREQUIREDIENTS
L If the Applicant is a Privately -Owned Public Utility, has a Certilicate of Public Convenience and Necessity been attached?
2. If the Applicant is a Developer of lots to be sold, has it DeNclopQ C s Opetationil A,ieewent (I-ORVI: DI:V) been attached?
❑ Yes ❑No EVA
3. If Ill Applicant is a Ionic +-Pt o xa ,rti Owners' Association has it Opel ill ional Ag-Ncmen t LOR.I: MAJ. been attached?
❑ Yes ❑A'o ®N'-'rA
4. Origin of vastewater: (check all than apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Witsh
® Residential Leased ❑ Retail with Food preparation/service ❑ Ilotcl ancPor Motels
❑ School / Preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming; Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming fool/Filter Backwash
❑ Businesses / offices / factories ElNursing Home El other (Explain in Attachment)
5. Natw'eol'w'aslewater: 'ODontestic'Commercial %Conunercial
Industrial (See I5A NCAC 021 .0103(20))
--"Is there a Pretreatment Prosrant in effect? ❑ Yes ❑ No
6. 1-has a flow reduction been approved wider I5A NCAC 031 .01 14(l)? ❑ yes ❑ No
If yes, orovide a CnnY of floereduction amwoval letter
7. Summarize wastewater generated by project
Lstablishment Type (see 021.0114(11)
Daily' Design Flow
No, of Units
Plow
3-bedroom AparUnents
210 sal/unit
6
1.260 GPD
I or 2-bedroom Aparunents
1,10 gal -trait
73
10.220 GPD
Amenities Center
10 gill. person
52
520 GPD
-----
gal/
GPD
----------- gal'
GPD
gal/
GPD
iLTotal
12,000 GPD
a See I5A NCAC 02-F .01 14(b). (d),�cj�l� aiid_(e)(� for caveats to v asmmter design (low rases (i.e., ntininauu 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).
It Per 15A NCAC 021 .01 14(c), design flow rates for establishments not identified fin table 15A NCAC 02"[.0114] shall be
detennined using available flow data, water using IlXtnl'e5, occupancy or operation Patterns, and otter measured data.
3. Wastewater generated by project _ GPD (per I5A NCAC 02T .01 14)
Do not include future flows or Previously Permitted allocations
If Permitted flow is zero, indicate why:
❑ Pump Station or Gravily Sewer where flow will be penniltcd in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no nett Ilow expected
❑ Other Wxplain):
FORM: FI-A 0-1-I6 Page 2 of 5

NAL GRAVITY SEWER DESIGN CRI"I"ERIA (If Applicable) - 02T.0305 & ;NI DC (Gi mih Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) l - Length (feet) Material
520 C-900 ---
3" 30 CT ill DIP
Section II R III of the MDC for Permitting of Gravity Severs contains information related to design criteria
Section III contains information related to minimum slopes for gravity scucer(s)
Oversizing lines to meet mininnun slope requirement is not allowed and a violOdOa of the iINIDC
VIII. ITNIP STATION DESIGN CRI'fE111A (If Applicable) —02T.0305 & llIDC (Pill O Staiions/Porcc N lit ins):
COINIPLLAT FOR EACII PUMP STATION INCLUDED IN TIII5 PRO.IECT
I. Pump slation number or name: _
2. Approximate Coor(Iinaics (Decimal Degrees): I-atitude: l.ongintde: -
3. Design flow of the pump station: millions gallons per (la)' (film capacity)
4. Operaticaal point(s) of file pump(s): gallons per minute at feet total dynamic head ("I DI1)
5. Sununm'ize the force main to be permi0ed (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliabilityin accordance with 15A NCAC t12.�f_0305 h 1 :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)( I )(D)_
Require(I 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 pmnp station has an average daily now less than 15,000 gallons per (lily:
❑ Portable power source with manual activation, quick -connection receplacle and telemetry - 15A \CAC 02-I'
.0305(h)(1)(C)
or
❑ Portable pmnping unit with plugged emcrgcncy pomp connection and telemetry - 15A NCAC 02-1' .0305(h)( I )(C'):
It shall be demonstrated to the Division that the portable source is owned or conanetect by the applicant (diatl agreement)
and is compatible with the station.
Ifthe portable power source or pump is d dicate(I to mulliple pump stations, an evaluation of all the pump slations storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case ofa mulliple station power outage.
FORM: F11% 04-16 Page 3 of's

IX. SETBACKS& SEPAll A,r[ONS-(0211.0200 R ISA NCAC 021'.0305(f)):
I. Does the project comply with all separations found in 15A SC. -AC 031' .030 (0 & ig) 01'es ❑ No
15A NCAC 02T.0305(f) contains milli III Int seraralionG that abaft he ntmirled for croer cc<lenx
Setback Parameter"
Storm sewers and other utilities not listed below (vertical)
Separation Required
24 inches
\\'titer 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 feel
""Any private or public water supply source, incluCline any \veils, %VS -I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
_ _ _
"Witers classified VVS (except AVS4 or AVS-A'), B. SA, ORVA', I-IQW, or SB front normal
high water (or tide elevation) and wetlands (sec item IX.2)
_
50 feet
_
"Any other stream, lake, impoundment, or ground \rater lowering and surface drainage
ditches__
-
10 feet
Any buil(in- foundation
feel
Mr) basement - --
_5
--- 10 feet
Top slofwc of embankment or cuts of 2 fc_ct or more vertical height
10 feet
Drainage systems and in[eiceptor dlains_ --
-
_—� _ 5 leer
_
Any swimming tools_
10 feet
Final earth grade (vertical)
36 inches
15A NCAC 02T.0305(g2conmins alternalives where separations in 02T.0305(f) cannot be achieved.
"Stream classifications call be identified using the Division's NC Sill face Watei Classifications oclopuee
If noncontplimtce with 02T.030�f ors sec Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes ❑ No ❑ NIA
See the Division's Craft separation requirements for sialations where separation cannot be race[
No variance is required if the alternative design criteria specified is utilized in design and cmastruction
As built documents should reference the location of areas effected
3. Does [he project comply with setbacks formal in the river basin lilies per 15A \CAC 02B 0200" ❑ Yes ❑ No ® N/A
This would inclocle Trout Buffered Streams per 15A NCAC13,02O_
4. Does [he project require coverage/authorization under a 41AI Nationwide or ❑ }'es ® No
individual pennils of 401 \\'ater Quality C'crtilications?
Information can be obtained from the 401 K_l3uffer_Pernnittine Branch
5. Does pro ecl comply with 15,\_\CAC 02T.0105iq)(6) (additional permitsiceitifications)? ®1'cs ❑ No
Per 1.5A NNCAC 02T.0105(c)(63. directly related environntemal permits or certification applications are being prepm'ed, have
been applied for, or have been obtained. Issuance of this permit is conlingem on issuance of dependent permits (erosion and
sedimentation control plans, stonowatei management plans, etc.).
6. Does this project include any saver collection lines that are deemed "high-priorityT,
Per 15A NCACO2_I_ 0402,'•high-priority se%%ci" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to stream banks that is subject to erosion [hm undeim roes or deteriorates the sewer.
❑ 1'es ®No ❑ NIA
If yes, include an attachment with details for each line. including type (aerial line, size, material and location).
Iligh priority lines sball be inspected by the pernaittee or, its representativent least once every six -months and inspections
documented per 15A \CAC 021.0403(a)(5) or the permitee's fnClividual System-\\`ide Collection permit.
FOR\i: FTA 04-I6 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with L5A 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/Altemative 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:
_ attest that this application for
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
havejudged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-2I5.613, 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 violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC
2—
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 subject 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 143-215.66, 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 tip to $25,000 per violation.
Signature: �� Date: O /LD
FORM: FTA 04-16 Page 5 of 5

W y. A •Pi+S'
fr
,-
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Leland
Project Name for which flow is being requested: Kyndall Cove
More than one FTSE maybe required for a single project If the owner of the JVWTP 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 Regional WWTF
b. WWTP Facility Permit #: WQ 0086819
All flows are in MGD
C. WWTP facility's permitted flow
2.475
d. Estimated obligated flow not yet tributary to the WWTP
1.114
e, WWTP facility's actual avg. flow
2.116
f. Total flow for this specific request
0.012
g. Total actual and obligated flows to the facility
3.24
h. Percent of permitted flow used
130.91%
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 / pt),
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 peakiug factor
(pt) 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.
N'o A/or�hea5 l e��arr, I irlc�YV
Downstream Facility Name (Se wer)6srt wesJAegional WWTP
Downstream Permit Number: WQ0086819
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Wm. L. Pinnix, P.E. (Eng. Director) 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.
Official Signatur�
of Signing
o.,D-z,
ate
Page 2 of 6
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: 'Town of Leland
Project Name for which flow is being requested: Kyndall Cove
More than one FTSE maY he required fora .single project if the owner of the I f'II'TP is not recponsihle far all pump
stations along the route of the proposer/ irasteirarerJlmr.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Northeast Burnswick Regional WWTF
b. WWTP Facility Permit tl T -z'
NCt� AllJlnrrsare in d/GD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
C. WWTP facility's actual mg. now
f. Total flow for this specific request 0.012
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
Design
Average
Daily
Finn
Flow**
Capacity, *
(Finn / pQ,
MGD
MGD
LSil10 WWQ0086819 1.613
0,645
(1f)
Approx.
Current
Avg. Daily
Flow,
MGD
0.390
(C)
(D)=(n+C) (E)=(A-D)
Obligated,
Not Yet
'total Current
fribuiary
Plow Plus
Daily Plow,
Obligated Available
\IGD
Flow Capacity***
0.377 0.767 -0.122
The Firm Capacity (design flow) of any pinup 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 Minimrml Design Criteria.
* Y A Planning Assessment Addendum shall be attached for each pump station locate(1
between the project connection point and the WWTP where the Available Capacity is < 0.
Nlor+h s f —
N)'A7P
Downstream Facility Name (Sewer): es egtonal WWTP
Downstream Pennit Number: W90086819
Page I of 6
I 1SI W-18

Ill. Certification Statement:
I David A. Hollis _ certily to the best of my knowledge that the addition of
the volume ofwastewaler 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 implemenla(ion 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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Stgnaame
Title of Signing Oj/icier(
Page 2 of 6
[:Is[: Ill -is,

PLANNING ASSESSD1ENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number): L(� - I
Given that:
a. The proportion and amount of Obligated, Not Yet I ributary Daily Flow (C) accounts for
58% ____% and 0.377 MGD of the Available Capacity (E) in Pump Station
LS #10 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.042 (AVE) MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
N/A _ is in design or under construction with
planned completion in _ N/A _ ; ancVor
d. The following applies:
The design ADF of 0.645 MGD with the current ADF of 0.390 resullin¢ in an available wet
capacity of 0.255 with the annual projected rate of activation of 0,042 MGD. It is expected
that the average rate of activation that LS #10 would reach capacity in 6 years. The "Town
will monitor available capacity and provide capacity as needed with cooperation of
Brunswick County to increase the capacity in the common FM discharing to Northeast
Brunswick Regional WRF coupled with upgrades to LS #14.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner front complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
systern.
Page 3 of 6
I:ISf- 10-I81

Kyndall Cove - 199 Old Fayetteville Road, Leland
�•
'•�' 11
`�.
.:
.., BOUND
72
�
•
•
j. r.
`
i
f �
seas E �
i; � • sr
�I �
,� 1
Leland eh
jf
eee
61NAIsite,
•,
�� �,"
-
_
m
�
_
7
.cwIrc
�j 0 0.5 Mi
'v` 0 3000 Ft Map provided by MyTopo.com

Kyndall Cove - 199 Old Fayetteville Road, Leland
1
High SCltoOlw R
a
4 Grove Church © / y
(aYmtev'1he 0.d Old Fayetteville Rd ® 01tl Fu o,n
V r.nlle Atl Narth Omnswmk
FellowsM1iPCNurch
0/tl FaVerteNlle ptl }
D�FaYeIIeville Atl
/ � o
ite
Grace Point
Cammundy GhwcM1
��r�rm
k4 4;6'h c
Go gle
.., uvplp Rtl \
old FRYelte¢lle Aa
Wiets AWamotivev a O(tl FJMt""'Rtl
3 = OHome Design
., outlet of Leland
t - ENL Whindre O
t
Pro6a40n 6 Parole
Ddaa ment Adud
Henifl T,aaspoda(un9
System
�.
Map data @2020 200 ft t

��220-Im-
SSW Na5-
RIN 1
w9.WV 8.58
JRCH
b'
NflGM Of 49')
b'
during construction.
whel romps.
ewv er �w. HasEl `J
POO w/IOIOX
AT uuN
6, c-soo RgautyW fl
M
W C-900 PVC W
—SS
8' C-900 PW
My bodsflow preumlion ddAdd, rryubed by XTCo will
need to be on his list Of cpp'oeed deWcea by
USUCCCHR or 155E.
I. Wota 4 a not be aeuwem on
maNa until the Engneas Catifwllon and era-huilla
recas. and 'End APpo.- iawM by the Public
Water Supply Section of NCOENR. and 'VNd
Engineering Certification' issued by Whom of Water
Oualny Section of NCOENR. Water lines need to be
deeded and dedlcaled Mereoa .,an board appreval
meters will be flat If other reauMemmta mention
are meL
(1)
protection or existing utiliWa during construction.
Call U-Lao at 811 Contractor is responsible fair the
repa9 and replacanent or any utilities, are k gutter,
powmmt. etc. that may be be damogid during
conatnmtion. oamoged items anall be repalred to at
least the calmly or a .-.ip round m the original
than.
10. Hydrants Mal ee red in saw.
Fire Notes:
1. Hydrants should be 18 inches from the cantarline of
the streamer connection to finish grade. this Mdudw
landscaping.
3. Street New of hydrants should not be o61tructM
&— New by landscaping or other Wilia. fair a 3 ft.
radius rand the hydrant.
3. al landaping mound the hydrant Mould not
obstruct access to hydrant.
_
— 5
i
WA, SIgt2 CONNECTION I
i 554H Ho.4
mIH Nw3
NIX 11.Bi
SSNH Na3--
Po4 145
BORE PT N 1�
1 RIN [5.33
IXV 7.9
INV IN 6.5
35's]p110'
1 WV &W
INV OUT 4.0
k^�I
(1) 6• "TI:
60 tf TO'x0.25' S1R1 CA9aIC-] o�
60; pP
SS lF 18'sTO U C
BORE
CASINO
6Se 9./
BORE PIT Na.2.T 15x10Y,
BGE PIT 11'- 1
TIE INTO EXIST.ST. .3 a' -e• WATIDil
(1) e' s B' TAPPING SlEEV£ AND TAPPING V&W VALVE 1
LEGEND
L PROPO EO SEWER
—e —s — PROPOSED WATER

Perez, Helen I
From: [e-mail]
Sent: Friday, January 17, 2020 8:57 AM
To: Perez, Helen I
Subject: [External] RE: W00041400 Kyndall Cove USE
Yes, please make the necessary changes on the forms.
Thank you.
From: Perez, Helen I
Sent: Thursday, January 16, 2020 3:01 PM
To: [e-mail]
Subject: WQ0041400 Kyndall Cove FTSE
Phillip,
I'm reviewing the Fast Track Sewer Extension App for Kyndall Cove. The wastewater facility is filled out as Northeast
Brunswick Regional WWTF, NC0086819, but I found the wrong permit number or name used on the app and the flow
tracking forms. I can make the corrections if you want or you can email me a new corrected copy. Let me know, thanks.
Helen Perez
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910-796-7215 Reception Desk
910-796-7323 Direct
910-350-2004 Fax
helen.perez a ncdcnr.eoy
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405