WQ0040260_Application (FTSE)_20180828

_ _ d
ry�
4
Zl
Central Files: APS SWP
8/29/201 8 f h
Permit-Nunnber rwcWQ0040260 Permit Tracking Slip _
Program Category. Status Project Type a
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 SWRule
Permitted Flow
i
Facility
Facility Name Major/Minor Region
Osprey Landing Subdivision Minor Wilmington
Location Address County
New Hanover
i
Facility Contact Affiliation
Owner i
I.
Owner Name Owner Type
Cape Fear(public Utility Authority Government-Municipal
Owner Affiliation
James R.Flechtner
PE
235 Government Center Dr
Dates/Events Wilmington NC 28403
Scheduled
Orig issue App Received Draft Initiated Issuance Public Notice Issue Effective . Expiration
8/28/2018
Regulated Activities Requested/Deceived Events
Additional information requested
Additional information received i
i
O utfa ll
i
Waterbody Name Streamindex Number Current Class Subbasin
_FINALLY CLOSE LLC
66-45:6 .
3.313 `AMBER,'
: DRIV e
531.; .
I
- WILMINGT
NC, 284.09-:2550
QN DATE
Pa to he
Orderof
:
: SECURITY
FEATURES INCLUDED.
00
_
DETAILS ON BACK '
�L6
calFirstB`k corn
A v:.7 ���� ! J �ey ..® O• w - _ -

Intracoastal
R ECEIVED/N
- - August-2 81h 2 o 18 ---
AUG 2 8 2018
N DE Water()uality Regional
C Q
Operations Section �
Division of Water Quality VVilminpton Regional Of-rice
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Osprey Landing
PN 2017-030
Dear To Whom It May Concern,
Please find enclosed (1) original and(1) copy of Fast-Track Application, (1) fee
check($480.00), and(1) USGS Topographic Map Sheet.
Please review for approval and contact us with any questions, comments or additional
information needed.
i
Sincerely,
Intracoastal Engineering PLLC
CP'00001CA
i
i
Charles D. Cazier, P.E.
i
i
i
i
i
i
i
i
5725 Oleander Dr.Unit E-7 Wilmington,NC 28403(91O)859-8983

r
State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16&SUPPORTING DOCUMENTATION
Application Number: (to be completed
eted by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
i
1. Applicant's name: Cape Fear Public Utility Authority(company,municipality,HOA,utility,etc.)
----- 2. A licant- e: --Individual - - • --- - - y . . -
pp typ -Corporation ❑General Partnership ❑-Pr ---=0wrie�-Public Utili
❑Federal El State/County ❑Municipal ® Other
3. Signature authority's name:Matthew Tribett,P.E. per 15A NCAC 02T.0106(b
Title:Engineering Manager
4. Applicant's mailing address:235 Government Center Drive1V
i
City: WILMINGTON State:NC Zip:28403- ,-
r 2 8 2 0 1
5. Applicants contact information:
Phone number: [phone] Email Address:
II. PROJECT INFORMATION:
1. Project name: Osprey Landing
2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project
i
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: 34.194'Longitude: -77.851°
5. Parcel ID(if applicable): R06200-007-014-000
(or Parcel ID to closest downstream sewer) C
III. CONSULTANT INFORMATION:
1. Professional Engineer:Charles Cazier/Design Engineer License Number:P-0662
Firm:INTRACOASTAL ENGINEERING
Mailing address:5725 Oleander Dr.Unit E-7
City:WILMINGTON State:NC Zip:28403-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:M'Kean Maffitt(SSWWTP) Permit Number:NCO023973
Owner Name: CFPUA
i
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s): WQ
System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s):
i
FORM: FTA 04-16 Page 1 of 5

I
VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
[] Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developers® erati®iial A reeineilt FORM: D been attached? j
EJ Yes ❑No ®N/A
3. If the Applicant is a llonle/Pro_eil Owners'Association has ail Operational A reeilient FORM: 1=1OA been attached?
❑Yes FNo ®N/A
4. Origin of wastewater: (check all that apply):
E Residential Owned El Retail(stores,centers,malls) El Car Wash
Residential Leased ❑_Retail with_food_preparation/_servic_e__ ___ _❑_IfoteLand/_or_1Vlotels _ _______
❑ School/preschool/day care El Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑Food and drink facilities ❑ Church El Swimming Pool/Filter Backwash
❑Businesses/offices/factories ❑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. Hasa flow reduction been approved under 15A NCAC 02T .0114( ? ❑Yes ❑No
➢ If yes,provide a copy of flow reduction approval letter '
7. Summarize wastewater generated by project: j
Establishment Type(see 02T.01 I4W) Daily Design Flow a,b No.of Units Flow
4 Bedroom Residence 480 gal/day 7 3360 GPD
gal/ GPD
gal/ GPD
gal/ GPD
i
gal/ GPD
gal/ GPD
Total 3360 GPD
i
i
i
a See 15A NCAC 02T .0114(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.
8. Wastewater generated by project: 3360 GPD(per 15A NCAC 02T.0114)
➢ Do not include future flows or previously permitted allocations j
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
F Other(Explain):
i
i
FORM: FTA 04-16 Page 2 of 5

b
VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&_IVI_DC(Gravity Sewe_Ls):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
i
8 499 PVC
i
i
i
i
➢ 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(Pumn Stations/Force Maim
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
0
2. Approximate Coordinates(Decimal Degrees): Latitude: Longitude: -
i
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) E
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1j:
❑ Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.0305(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
❑ 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.
i
FORM:FTA 04-16 Page 3 of 5

i
i IX. SETBACKS& SEPARATIONS— 02B.0200 & 15A NCAC 02T.0305 •
1. Does the project comply with all separations found in 15A NCAC 02T.0305(D&(g) ® Yes [:]No
➢ 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewer systems:
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 i
Reclaimed water lines vertical-reclaimed over sewer 18 inches
Reclaimed water lines(horizontal -reclaimed over sewer) 2 feet j
"Any private or public water supply source,including any wells,WS-I waters of Class I or
- -Class-Il-impounded-reservoirs-used-as-a source of drinkingwater-- -- - --------_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(g)contains alternatives where separations in 02T.03®5(f)cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface rater Classifications webp"ee
➢ If noncompliance with 02T.0305( or(a). see Section X of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) E Yes [:]No
➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? E Yes [:]No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? E]Yes ❑No
➢ Wetland-related permits shall be requested,obtained,and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Pernlitling,Branch
5. Does project comply with 15A NCAC 02T.0105 0(66)(additional permits/certifications)? ®Yes [:]No
i
Per 15A NCAC 02T.0105( ( ), 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.
& es XNO j
➢ If yes,include an attachment with details for each line,including type(aerial line, size,material,and location).
i
i
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.
i
i
FORM: FTA 04-16 Page 4 of 5

Y
I
i
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T,the MillilllLlni Design Criteria for the Pennitting Of PL1111_ Statiops
i
and Force Mains latest version and the , .
� Ct ay�t�� Sewer M��������in� Design C��te��a(latest vex s�on)as applicable?
I
i
E Yes ❑No
i
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents j
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, CAAMattest that this application for
(Professional Engineer's name from Application Item II1.1.)
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 violation.
........................ \............ r ................................y
North Carolina Professional Engineer's seal,signature,and date:
(5*1
v
........................ ............ ..: .................... ...
•
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, r = attest that this application for
(Signature Authority's 6me&title from placation It I.3..)
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 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 143-215.6B, 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.
i
Signature: Date: 00 l
i
i
i
i
i
i
FORM: FTA 04-16 Page 5 of 5 j
i

r
r
State of North Carolina
I. Department of EnvironmentalQuality
. MEW
Division of Water Resourc
es
;,�,,,� \�,;,} , a\. Flow Tracking/Acceptance for Sewer Extension Applications
\v,�\; \.1>�z�ti�.. .�� .a,.,�\�A.;... �i.:....o
(FTSE 04-16)
Entity Requesting Allocation: Finally Close, LLC
Project Name for which flow is being requested: Osprey Landing
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 o the ro osed wastewater flow.
i
I. Complete this section only if you are the owner of the wastewater treatment plant.
a.. WWTP Facility Name: M'Kean Maffitt (Southside) WWTP
b. WWTP FacilityPermit#: NPDES NC 0023973
�
All f Zows are in MGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 2.019
i
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request 0.003360
p q
g. Total actual and obligated flows to the facility 10.066
h. Percent of permitted flow used 83.9%
i
II. Complete this section for each pump station you are responsible for along the route of this
f
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/p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity*
43 0.378 0.151 0.048 0.003 0.051 0.100
i
34 14.976 5.760 4.016 0.075 4.091 1.669
* 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(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): Cape Fear Public Utility Authority
Downstream Permit Number: WQ 0005 3 5 8
Page 1 of 6
FTSE 04-16

i
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 .art Signature of this
party. g
form indicates-acceptance of-this-wastewater flow. --- --- - --- - -- _-- _- - ----- ---
Signing Official Signature Date
i
i
i
i
i
i
i
1
i
i
;
Page 2 of 6
FTSE 04-16

Osprey Landing
ft V_ qw
..........
-%W-d' �A
7�
ZE
�Y-4'm
OF
INNS,
jo N
mtsm
R1
A
�'!741,
*v
4,t
ON*
el-
'00
77!_
17-1
Ai
A'
:slot,
or
Ow
-S
j
7!!* !IMF
QVI-
mwg A.
�'X
w
V
VW
8/28/2018, 3:59:15 PM 1:18 056
0 0.13 0.26 0.5 mi
Surface Water Class ificb� tio ns River Basins P P
i
0 0.2 0.4 0.8 km
WOK Copyright-@ 2013 National Geographic Society,i-cubed
NCDENR Div.Water Resources
NCDENR-Division of Water Resources I Copyright:@ 2013 National Geographic Society,i-cubed I

¢
t
¢ �:' e y ter• LL: F.f�L;y r :a°� f!^r#a E �t
" •• x d••d";` • ^ ,,F d •''".,�.: 3g�,••'i '\\'
� ;'.�j._,r s E�."`�.. �� #�>:#"""�:.•_•#•s .z •�.'x' ��»« ""3 r r�`�, #� ,yak "'ck td� "�"" #=.� i
}�T
d'.€ s d�.°y<.. '":.. r p,)._•1 , y,,'� "�' CO
r "Y:
• i:: s % i€d '' T Ss'�c. �C"'�,v.,. 4..r*t •a, ;� a"bF. L{
#':#•r '�',•f::�yr'#::�t f#•€-,:j�:.. fir€ °�-« r...L,`�4 "`��3,T`'f �� ,R.,, „r� N +.�5��y`�.. », j
€,.+;.•#aa"'�a€s t #��...t*T��' E#' €rf"�.ti,� .,,"�. �.��ty;� 3'f ��> � �. z .� ..:"\.
E 1•w 3;�~ *L:k"a L�`."•d d..'~4` `."l�,y, 'i`. 3 1.,'0�<. '�f* �`a�, � +�Cr '�+;, �Z.
s," :jr.,.# E••;f�'.•^ "f%# E\'�y :#y '�. ".. '�' s ,,,f'- E+.LAd Z"s`,",P7, GA
NO
if
• • T .. .. d ,. O ,
AN
w``T d €'�'." €T f: : `"" :i.'� "I::":�,""w^`�+�'"10• .nu. "��+,• fly?
-
',`"°a13
S,ejA.
,
ijjL.f# I
,
• •;art:'E r '/'1 .,,,-a"'� a•"� {>,"'"f s z �''
.� d ,
` r
` x a t„< e • ..... �a°eH:asa vao.....:. fit.^= `L �>�
_ " '•�:....J" 't;s .#ta)= a£,.8;,� 4•a>.,? 'ef�f ={\` .y
`,,gyp
Utz'
P)
Ed
COX
Q.
•s SE "e
Coll
to
a ,{
M
,
c ID #t z
¢
«•
^�. `� .e�: �F�t i.,,L�„-� wr"': �,�D ""< 8 €# .Fa. fiw.e� 'Sf ,L .�{"•`���'.�.
mCOM €'
,
It
'f,r:°T
A
Y ..Tx � r' �, ,��*�'s�y' �a•+�, t.r�€,>a°y� A3 {sf .r^'r.... y� eS:.wF $..
" a fit. g3� \ E. f` x�` 3' :i
A�«A � ^`•z\a ate.\..,
Tv
all
,
„w :
IN
.,M^�` .,-,.- fw...:. •:�>ft,�. �... g�.... r..,fW, ., ry„ - x r Y .+r.�. s :¢ �;x �a'� �a„"'
41
qv 4e
"
'z
�,t° _ �f ,i �s+�� vt.^ �.g r+'j �e.,t'� g .;;;E.. �•#E. ��.:5 s°t`
"/y
"(.�(l,y f',.af•`x _A A� .J.F».., '`�.�� ..��_ .. �aG`3:.� :f
�s
t :{ it t s 3{4`�. £X �3 f is f �•s � +s � �...t, ::�
'`;� ?.�-� �"fit a .„,.%�:-„ "`w,," '�3`. ".;....i t Lr s�"D€. + ��•. xt;'ss. ..., g��F a �':.- .\g'st
44
i~ 4
...<� ,.,..��. .^f. t`;•�,i.t meµ^" ^''°,3. `°' { , .t�:� 4 y y '
„
,
^"'w
44
r � ;S>F is •£ t:#�
< ;"• ip=.-ro i"'^I°+ - - dt < 'i:.
f-,"yn �a r^f, °�R�`,,g -, ...;i, '.iE M'y"•,,°4, fd� �<^� a^i,�� y ' i `^".a°;
r.,,:L
�ro;^�= 6 � _"fe'-,� i� s,' tef' fit, .x "r¢ � ��ssn:F „eF�"S-,.. �•s�s- 4
'lip
r b
TA,y
lit
'v :s �E
` '} ")")• 4.^A. Y `Jc+ �` N 'f+t Y t• rw"iS'v "^^'}
",.;,M z,;^3 s,.r� f Y!:"�•-\.....:..,,,.�.,..M;-..�-sue.:,•'..,,..,„r.*: \ „�y� � „V.,r�M�„„. �S�: �*= R.,�; •,��^x s.
".o y. ..
'„p � ..y:.x",t `V# '� f"•. ;t.. '35.55 `S P € � {` II
�,�,. '`. '''°yi. ,a s �K c r^" �•...\,.� �E,'t t' �y"`';!,"f� f :a "�..w"' �"°.� ''<
f 'ir�� tx� _ €F �� ..^.., r,- `y..tit �
en
,f' ;.f f. "•"'c:,,.. {,.,r Syr '\ `„, E, �• .•.,,„,\
.'ya tx S.f. �``'M, £ =
s�,Yt� ��.mod. `^, ^'�:�. .< ..,,,"-,", f t�;t t"""i £, `: '•'t�.s�.£ r s. 't:"� �"�`.. I
" ,w !• .„.. �*" .,',•� a
I
I
i

I
i
i
I
Perez, Helen
From: Charlie Cazier <[e-mail]>
Sent: Thursday, August 30, 2018 12:13 PM
To: Perez, Helen I
Subject: [External] RE:WQ0040260 Osprey Landing
I
I
Helen,
This is a mistake. There are no High Priority lines on this project.
Sorry about that,
Charlie
EIntracoastal ngineering PLLCa
5725 Oleander.Drive Unit E-7
Wilmington,NC 28403
Office gio-859-8 88 i
Cell 0-409-3567
i
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
.___.._.w...M..��_w..__�.._..�._......�.....__�....��..�........�...�.w....k�www.�....._..�.�..w..x...��._....__�......v_.��_rw���.�_...�.._�..v...........H_..����.........�....��_.M��..�����.....��.�w_....��..�k..._���M..�www.._�_M.._�_...._.�.��_.._��.�...��._��.........���.�_�.�...M.�.�.M..�.._.�..Hw�....._......_..__....r_._.��_�.�w_�.._...M..��.�..��.....M_.__.__._�___.._..��._..�....._�.�_�...._�_.__.._�....�...�..��.�.
From: Perez, Helen I [mailto:[e-mail]]
Sent: Thursday, August 30, 2018 11:19 AM
To: [e-mail]
Subject: WQ0040260 Osprey Landing
Charlie,
I've been reviewing the sewer extension application for Osprey Landing. In section IX.6,the "yes" box is checked for
high-priority lines included in project, but there is no additional information attached. If there are any high-priority lines
included, I will need more information. If it was a mistake, I could change it for you on the application or you can email
me a corrected page. Thanks.
Helen Perez
Environmental Specialist II
Water Quality g Regional Operations Section
Division of Water Resources
Department of Environmental Quality
1
910-796-7215 Reception Desk
910-796-7323 Direct
910-3 5 0-2004 Fax
be 1.en.p erezfi i,?ncdenr. o I
1