WQ0038126_Application (FTSE)_20181212

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Central Files: APS -
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Permit Number VNQ0038126 Permit Tracking Slip
Program Category Status Project Type
Non-discharge i w Major modification
g I n rev e J
Permit Type Version Permit Classification f
Gravity Sewer Extension,Pump Stations, &Pressure Sewer Extensions D Individual
Primary Reviewer Permit Contact Affiliation j
dean.hunkele
Coastal SWRule
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Permitted Flow
87A80
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Faciiity
Facility Name Major/Minor Region
Wyndwater Subdivision Sewer minor. Wilmington
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Location Address County
Pender
Facility Conta
ct Affiliation
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Owner
Owner Name Owner Type
Pluris Hampstead LLC Non-Government
Owner.Affiliation
Maurice W.Gallarda -
PE
2100 McKinney Ave
Dates/Events Dallas TX 75201
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
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12/22/2015 8/2/2018
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Regulated Activities Lt
Requested/Received Events
Subdivision Additional information requested
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Wastewater collection
Additional information received I
Outfa9i
66.

GSP CONSULTING
LEffER OCR TRANSM�TTAL
6626 Gordon Road,Unit C
WILMINGTON, NORTH CAROLINA,2841 0218 201 -000-1 DATE JOB106N0.
/ / _ 7 7
870 ATTENTION
(9-10)442-7 Dean H u n ke l e
FAX -66 PHONE#
�910�799 59 '
RE: W ndwater Phase 8
To: Dean Hunkele Sewer Permit Application
NC Division of Water Quality CEIVED/NMENR/DWR
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127 Cardinal Drive Ext. '0 _
AUG
Wilmington, NC 284o5
Water Quality Regional
Wilmington Regional Office
WE ARE SENDING YOU ®Attached ❑ Under separate cover via the following items:
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❑Shop Drawings ®Permit Application ® Fee Check ®Plans ®Specifications
El Copy of Letter El Change order El Diskette E Other
COPIES DESCRIPTION
2 1 original, l copy of Fast-Track Application
8. "X11" Color USGS Ma &Street Level Ma
1 5 p P
2 $48o Review Fee Check
1 FTS E Form
2 Utility Plan
THESE ARE TRANSMITTED as checked below:
E For approval El Approved as submitted El Resubmit copies for approval
❑ For your use E:1 Approved as noted [_1 Submit copies for distribution
❑As requested D Returned for corrections [:1 Return corrected prints
For review and comment
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO: File SIGNED• =,G ar . P-!A e,1-P.
If enclosures are notas noted,kin dlynoMyus at once. ; i

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State of North Carolina
Department of Environmental Quality
Division of Water resources
15
, '.# FAST TRACK SEWERSYSTEM EXTENSION APPLICATION
Divisionof Water ResourcesFTA 04-16&SUPPORTING DOCUMENTATION
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Application 1'�€um : V�� � to be coan1 leted by� R.) _
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All items must.be completed or the application will be returned
I. APPLICANT INFORMATION:
1.x p licai is name: €'lhi•is Hampstead.LAC(company,municipality HOA,utility,etc.)
2. Applicant type-e: Individual Corporation 0 General Partnership �] Privately-Owned Public Utility
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El Federal EDState/Counq- Municipal ❑Other
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3.Signature authority's name:Randy Hoffer per 1 A kCA('01"I .0100'1�
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Title:Regional g Manaer �1
w.4 F J- 7
. ,pplicai t s t .aili o address. to l iQhway �1tl Y.{{{{! � 4
City::Sneads State:NC Zip: p AUG 02 2018 h
5. Applicant=s contact inforniatipn:
Phone number:(88)7 8-7471 Einail Address:rhoffer,4,01urisusa.com
II. PROJECT INFORMATION:
1. Project name.: Wvndwwater Phase 8 �
pplication/Prgject status: El Proposed(New Permit) ExistingPerniit/Project
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If a modification,R provide the existingperini.t number:WQOO and issued date:
f new construction but ark.o a master plan,provide the existing permit number � Q000-381-6
� i p p �� �
3. County where project is located:Pender
4. Approximate Coordinates(Decimal Degrees): Latitude: 3,44.1 1 4` L,ongitUde:-77.6361
5. Parcel. ID(if applicable):: .214-.13-4701-0000
(car Parcel ID to closest w downstream sewer)
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1. Professional Engineer:Garry S.Pape.PE License Number:031 1
Firm:GSP Consult.inar.P PLC.
Mailing address:6626-C Gordon Road
City: Wilmington State: :,tiC Zip:?8411-
Phone number:()= ?-787o Finail Address:g aka ( gso-consulting.com
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1. Facility Name:Pluris Hampstead.LLC Permit Number: WQ0037287
Owner amc: Pluris Hampstead. LLC �
V. RECEIVING DOWNSTREAM EAM EWE INFORMATION(if different than W'I'F).
1. Permit umi er(s): I 3g 1 26 ownstrea.m(R.eeei�•in�)Sewer Size: 8 inch
Syste-ni,WIde(:;ollect ign S stel-n Pern.i.it...N UITIbe€(s) Olicable):wt,cs
Owner Name(s):Pluris Hampstead. LL,C
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Page l of 5
FORM:FTA 04-16

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1. If the Applicant.is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached`
Yes E]No /A
If the Applicant is a Developer of lots to he sold,has a e��cl�� ��•s...��p��� t��a�i�<�l����e��t.�l���I � l::�l:..� been attached?.v._ • �.......�...
Yes E]N.0 /A j
.aiil Pro.1ert� �r���s�����- z� ����°i��tic����has a 0 �a��.�����x�.l r��:r�.���A��� ��t ��4,;:�i���; 1 I��N��been attached'?
. If the Applicant is a Iloe
.�. .. n�.m.. _._.�. .. ..w. ..�_ �NW....Y.m .,..
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E]Yes F] o ' 'N/A
. Origin cif wastewater:(check all that apply):
Residential Owned RetalI stores,centers,malIs) El Cat kVash j
El Residential Leased R.etaii with food preparation/service l-Intel and/or Motels
r.° l/day careElMedical/dental/veterinary facilities Swimming Pool-/'Clubhouse
[�School �escl�oo � � �.
ElFood and drink facilities El Church Swimming Pool/Filter Backwash
Businesses/of l El
c ¢factories Nursing Horne El Other(Explain in Attachment)
5. Mature of wastewater: f o% dinesti / `ommercial 0 Commercial
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%Industrial( e�e l 5A.'� ..°.�=�. ...02T.0I 03 �:(-)`0. �
here s -s r a^► � -a a
Is tf ere a Pretreatment Program in effect: El ��s 0 No
6. Has a flow reduction been approved under l A....N CAC.07 T-.0 11:4 Yes El No
If'yes, rovide a col.colly of flow reduction.a roval letter,
7. Summarize wastewater;generated by project:
Establishment'I'vpe(see I, 21" l I. O Daily Design Flow�,�� o.of Units Flow
3 Bedroom ainole.family 360 galiunit 27 9,200 GPD
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gal/ GPD
gall GPD
gall GPD
gait GPD
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gallGPD
Totes 9,.20 PID
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a See I°� » x l... l f 1.,» d . l r d e 1. for caveats to wastewater design floe rates vireo,minimum flow per
dwelling; propose unknown non-residential development uses; public access facilities located near high pubU use
areas;and residential Property located South or east of the Atlantic Intracoastal Waterway to be.used as vacation rentals
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as defined in GI.Sl,
b Per 15A NWA T.0 11 c= design floe rates for establishments not identified :in table f A ("AC0 T,o 1141 shall
he deten-nined rising available floe data.water crsillg fiXt:ures.occ.npancy car°operation pattems,and other measured data.-
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. aster at r nested h project-.. s CI G l�D�per l�s 'C a k-C t.�2 I....; l
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Do not include future flows or previously permitted allocations �
If permitted flow is zero,indicate why:
Ej Pump Station or Gravity Sewer where flew will be permitted in subs*equi ent.permits that connect to this line
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Flow has already.been allocated in Perinit 'umber:
Rehabilitation or replacernent of existing sewer with no new flovk expo-teal
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Other(Explain):
FORM: FTA 04-I 6 Page 2 of5

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'V 11. A�`I��Y SEWER DESIGN ,RJTERI ( f~Applicable)-.)2T0 'DC �������t wet-s
1. Summarize gravity sever to be permitted:
Size(inches) Length(feet) Material
l,30o C 90
i8 40 DIP
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Section 11& III ofthe MDC for Permitting of Gravity Severs contains information related to design criteria
Section Ill contains information related to mininiurn slopes or,gravity sewer(s)
Aw oversizin lines to meet mini u m slope requlreillent is ricat allowed and a viol;afion of the MDC
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"orce
ii, PI1f 'STATION DESIGN CRITERIA(if plielle)--till",tii ltC:" ftrm t�,ti; lris
COMPUTE FOR EACH P UNI.P STATION INCLUDED IN THIS PROJECT
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1. Pump station number or name:
Approximate C`oordi.tiates(Decimal Degrees): Latitude: n ;itude:w
3. Design floNv of the pump station: millions gallons per day(firm capacity.)
. Operational point(s)of fhe ump(s): galons.per minute at ,1eet total.dynamic head(TDH)
5. Summarize.the farce nialn to be permitted(f6r this Pump Station).-
Size(inches) Length(feet) Material
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. Power reliability in accordance with 153,E �:°. t::`.1�
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Standby power� r our or pL� p ith,at toma is eti ration and telemetry«Ρ 15 A NCAC o2 .0305( )(1)(B *
RegUired for all pu111p stations with ail average daily flow greater than or equal to 151,000 gallons per daft
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Must be'perrnane.nt to facility
Or.if the pump station.has ail average daily flow less than 15.000 gallons pet day:
Portable power SOUrCe with manual activation,quick-connection receptacle and telemetry- l 5A NCAC 02T
.0 305)(11)(1)(c
or
Portable pumping unit with plLrg�.�ed e���er enc�r pump connectio����nd telemet.r�r- 1 A NCAC~022T.ti305(h)(t)(C''a
It shall be demonstrated to the Division that the portable soured is Owned or contracted by the applicant(draft agn4p,ment)
and is cornpatiKe with the station.
If the portable power source or pump is dedicated to Multiple pump stations, an evalLiation of all the pLtrnp stations �
storage capacities and the rotation schedule of the portable power source or pLrblp. including travel tirnefranies, shall be
provided in the case of a multiple station power oLltcig&.
FORM:FTA 04-1 6 Pale 3�f 5)
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IX. SETBACKS&SEPA .A 1 S--(02B.0200& 15A NCAC 2''.0305( )•
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1. Does the project comply with all separations found in 15A.NCAC 0)'I`•i������� ��� Yes �No
1 "". 3o f contains ins� inin,ut�se aratidns that shall be rovided for seiner systems.
Setback Parameter* Separation Required
Storm sewers and ether utilities not lusted below(vertical) 24 inches
Water mains( ertical-water over sewer in.cludino in benched trenches) .18 inches
Water inains(horizontal
10 feet
Reclaimed:wager lines (vertical-reclaimed over sewers 18 inches.
Reclaimed water limos(horizontal-reclaimed over sewers 2 feet
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"A
ny private,or public water supply source,including any wells,WS 1 waters of Class I or
'lass 11 ins ounded reservoirs used as a source of drinking water 100 feet
*Waters classified WS(except WS-I or WS-fix),13,SA ORW.HQW.or SB from normal
high water(or tide elevation and vetla ds se item IX.2 0 feet
"Any other strean! lake.impoundment,or and water lowering,rand surface drainage
ditches 10 feet
buildin ation.
Feet
Any basement 10 feet
To sIo �ot`ernbank.nient or cuts.e1'2.feet or more verticaI:hei 1�t 10 et
Dra:ina e systems and interceptor drains 5 feet
Any swimming pools. 10 Feet �
Final earth grade(ve*rtical) 36 inches
Y .. . . 't o ,y contains alternatives where separations in ?:. yo11 cannot be achieved.
"Stream classifications can be identified using the Division's€` (.:°'Surfi ce Water Classifications w0) is e
If noncompliance with 01,F.03 5, ,.or�:, '�.see Section X of this application
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Does the ro'ect comply with se �aration re uirements for wetlands`?(5O Feet of separation) YesE]No t A
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See the Divis.ion.`.s draft separation requirements for situations,where separation cannot be meet
o variance is required if the altemat:ive design criteria.specified is utilized in design and construction
> As'-built documents should reference the location of areas e ec:ted �
�: Does the project comply with setbacks found in the river basin rules.per 15A NC C���1:��:�`�o. Yes o /A
*r- This would include Trout Buffered Strearns per 15.A .CA(""`�1� .1 201 � � �
4, Does the project require covera ehlUthorization under a 404 Nationwide or Yes No
individual pemits or 401 Water Quality Cert:ifcations"?
Inforniation can be obtained from the 401 & Buffer Permitting 1- nanch
5. Dogs project comply with 15 x NCAC" : `fs 1 ()(additional pernlitsteertifications)? o
Per l A NCAC 02" .0 l �,c " ,dir�c�ty° related c:nvironrneri�al permits or certification applications are being prepared,have
been applied for,or have been obtained. Issuance of this perrnit is contingent.on issuance of dependent:perrnits(erosion and
sedimentation control plains,stormwater management plains,etc.).
6. Dees this project t include any sewer collection lines that are deemed"high-priority?"
Per 5A,N( C 0?F. 02."high-priority sever"means`any aerial sewer,sewer con ta.c:ting.surface waters.siphon, or sever
positioned parallel to streainban.ks that is subject to erosion that Underillines.or deteriorates the sewer.
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E]` es Z No QN/A y
If yes,include an attachment with details for each line,including type(aerial line,size,material,and location).
High priority lines shell be inspected by the permitatee or its representative at least once every six-months and
inspections documented per TEA NCAC 02T.0403(a)(5)or the permitee's individual System-vide Collection permit.
FORM:FTA 04-1 b Page�e 4 of

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X. CERTIFICATIONS:
iqo 3°r4.}, "ii .. Y
f. �s the strbmined sv� teni comply with < � M...�"�iC 012 i.. the
x i m �c° Sn ri 2 wi atL List erzit n
and Force x p ` jaa9G ey SS . gg yS t b as
applicable? I
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Yes No
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If o. complete and submit the rariancFe ��fternative Desi�on Request application ( DC 1 �� a.nd ��� �:�� ����.�dc_�crrr eats
for review. A p moval of the request is r e nir°ed prior to u it ad of the Fast Track Application and supportin��
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docu eats*
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Professional nal EnOineer`s Certificatiott:
kwolo-YIV eawl i
atiest that this application for
i�r-c f s ional Ertgirreer-0's tt rit i� r Application item 1111.) i
has been r�6iewed b),° nic:and is a.c:cur°ate. complete and consistent ik!ith the information supplied its the plans. specifications.
engineering calculations,and all other supporting documentation to th.c.best of ray knowledge. I f1trt.her attest that to the best �
of my knowled1le the proposed design has been prepared in accordance with the applicable regulations. Gravity- Sewer
Minimum Design Criteria for ;gravity Sewers (latest version). acid the Minis'num Design Criteria for the Fast-Track
Permitting Of Pump Stations and Force Mains latest v r si :h . ithc u0s i other Professionals may have develbped certain
ponions of this S*Ubmittal pacrok. g . inclusion ofpthese materials trader my siunature and seal si��nil-res that l have reviewed this !
material and have judged it to be consistent with the propossed design.
x — ac r-dance rith enr:Yr rl tatr tes ;- and lw�--)t 5. B� an person vvilo r�owincy r e's and false
statements re resentation, or certification to anya kation ackma�� shall be d� a.crilty of .lass 2 rnisdemean r, which mayi
' ». ....
include a fine not to���ceed l0.000,as well as civil penalties up to.s`��y0 per vi lotion.
.. ............
.............. . d.A,?.3•� 8•`-.W.n...... ..,y
North Carolina ina Professional Engineer's seal,signature,and.dates �
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A ''7'ST t �� .f A.9
a. ,,... .. .....___---_
,..w.....w w . .45 I
p ti is `19�ficatl n pei. t ". 106
49 attest.that this application f r°
an
t n r.tt iorM,5*s name title pplication Item ,". .
ha been reviewed by rye and is accurate ate and complete to the best.of my .rrc vvied r:. 1 understand that.if all required arts of
.x are .. , . documentation and a' achnients are not included, this
this application �trc not c.c�rr�plet�.� ar�� tha:� rt'�� r�.cinrr�.d supporting
applicati r Package is subject t�hc;in�returned �inr;�nr: lete. l rrndc�rstar�d th�rt�iri� di�clrar�.�e�f��aste later ftom this non_
dischagge symeln to sr.rflace waters or the land will resuR itr an irnnicdiatte enforcement.action that may include civil penalties.
injunctive relief, arrd!or criminal prosecution. f will male no c.iahn against the Division: of Water Resources should a
condition cif'this pernii-t he violated. t also understand that i call r-egnir-eci l)a�rts of this applic atiori package are not c oni feted
and that if all required sul,.)porting information and attachments are not irtcltrded. this application package will be returned tc:r
Me as tnc nll).late.
NOTE --- in accordance with Statutes i 1 ,6 and i�,l W �i���1�. any person who kno winglN makes and° false
W W .°, .... ,.
statement.. repr•esentat.ion. r cer�ti ic* t.io'n in art�, amiicatior�r tic .a.�.�e.shall be cQuiltY o.f a Class 2 inisdetneatior, which n a,! �
include a f1he not to exceed S 10.000 as well as civil pehalties tip to S-2-5.00 per violation.
Signature:
.............................___....................... . ...�....... �._ ....W: W__._..._.._. .......... '.:_ _ _.._.
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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow TrackinglAcceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Signature Companies. LLC
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Project Name for which flow is being requested: Wyndwater Phase 8
More than one FTSE may be requiredfor a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
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I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _Plurs Hampstead, LLC
b. WWTP Facility Permit##: WQ0037287
AlI flows are in MGD
c. WWTP facility's permitted flow 0.25
d. Estimated obligated flow not yet tributary to the WWTP 0.100 !
e. WWTP facility's actual avg. flow 0.044
f. Total flow for this specific request 0.0092 i
g. Total actual and obligated flogs to the facility 0.153
h. Percent of permitted flow used 6 1
II. Complete this section for each um station you are responsible for along the route of this
p PUMP
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,
Average Daily Approx. Not Yet Total Current
Pump 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*
dwater 0.5328 0.213 0.025 0.075 00-100 0.113
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*The Firm Capacity of any pump station is defined as the maximum pumped flow that
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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 2.540
***A Plannn Assessment Addendum shall be attached for each pump station located
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between the project connection point and the WWTP where the Available Capacity is<o.
Downstream Facility Name(Sewer): Pluris Hampstead,LLC
Downstream Permit Number: WQ0037324
Page I of 6
FTSE 04-16

III. CertificationStatement:
I Randy.Hoffer, Regional -an.a.oer 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 pu ip station
en mute to the Teceivin treatment plant under normal circurnstan.cres, given the i.rn lementation
of the planned iniprovements identified in the planning. assessment where applicable. This
analysis has been performed in accordance with local established policies and Prdcedures using
the best available data. This certification a. lies to those items listed above in Sections I and IT
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plus all attached plami.in.g assessment addendums for which I am the. responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Ddte
S-igning Qfficial Signature
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Page 2 of. 6
FTS E w .

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V L MiORRIS
Zfli41lIN e.P D
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S 45'49'46"E 931.41'
-- — — — — _ — _S 45'49'46'E
S 45'49'46"E 887.83'
P M NT PERMANENT 41.81'
B � BLOWOFF
/ I LOT 337
I : LOT 319 J 1 7,694 SF
• � 9,603 SF 31 � I -
�, ' BE
jr W I (3 I
tn g e LOT 345 LOT 344 LOT 343 LOT 342 I LOT 341 I LOT 340 I LOT 339 I LOT 338 �,� 6,600 SF
: LOT 320 N u 10,025 SF 9,141 SF 9,144 SF 9,147 SF 9,150 SF 9,154 SF 9,157 SF 10,059 SF N
6,600 SF a I ao
Oil
— a 8"X6"TEE � o o
CL 1-8"VALVEa I co a LOT 335 0
pn
URRE.HYDRAN 1-6"VALVEFIRE HYDRANT o 1 j
LOT 321 MBLY PR P 6"C900 W/ ASSEMBLY a 6,600 SF w
6,600 SF -- --- --- --- 6—CA — - f
w •
• I 6"X2'TE
DIP R 8A 20 SECTION 0
s 1-6'VALVE
VA ° PROP 8 C900 SEWER PRO 8 C900 SEWS s I 1-2 VAL z
LOT 334 I I
LOT 322 3 � 6,600 SF
6,600 SF N aN I
20'sECnON
NI m DIP WATER I I n N
a I o LOT 333
II o1 0 1 I rn I En
6,6006,600 SF
LOT 323 a a I LOT 325 LOT 326 LOT 327 LOT 328 I LOT 329 LOT 330 LOT 331 1 �' I
6,600 2oF sEcnoN I 10,800 SF 9,828 SF 9,828 SF 10,121 SF 10,121 SF 11,110 SF 10,800 SF G � -
-: DIP WATER I I I I o
(D ( a /Z
Q • 3 � °'
LOT 324 o LOT 332
9 805 SF I 0 0 I 7 894 SF �`ti o�°`:
u I I 1 1b
_I co in Gti
PERMANENT o
BLOWOFF Ir ao �PERMANE
a a
ONNECT TO EXIST1 G _
N 45'53'31"W ' — i ( I N 45'46'19"W 666.44' ?'_ ?` 'WATERLINE I I I
149.99' OEMOVE BLOWOFF € € € 1 I °_
I t1
• :II I€ i € I
€ €.® i 6
i .. s } � 7 } �:: � =�i €.1f5 €, 1I q € �I€ :7:f s _�" Q.�r } r.
,},J j:Lil i�� =f j; _rz.f} f=,r }t a;. _ Y�[r.r..(j �, € f 0 I :1 i i_5€ f }i,•ii,}_. f�_, : £�-j�;r: ,. ,} I `r
t i:?}}�� ivi::; ':::€'€11•:"',r � J.+.:. :,�JLI €€ €€ �I,/,}tr u' .i=1 ti vi Jr
I I €} .. € I € € Y•err;
�j+.' .__«_. ._..._. .,,.,.,. ------- .._-_. :__«. .«_«. _.:..: :__•_• :-«-_ __..« ..._... _..._. ..
AURORA R
.c ....__.._.
28+00 F( 27,400 -`- M 26+00 25+00 � '( BLIG i 1 p0 T i« 23+00 22+00 21+00 Na`Y r M
--
._... t`7T ti' _ ___.... .. •-:_fir
t._._� ••:i
I il � •''i I I I�=r 1 f' tf € € 4
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55
TOTAL
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608 LF
536 LF
209 LF
GENERAL SEWER NOTES:
1, ALL WATERLINES TO HAVE MINIMUM 10'SEPARATION
FROM ALL SEWER LINES,MANHOLES AND CLEANOUTS TOTAL
1UTIES STANDARDS AND SPECIFICATIONS. 7. ALL MATERIALS SHALL CONFORM TO PENDER COUNTY UTILITIES REQUIREMENTS. NON-CONFORMING &TO HAVE 3'OF COVER AND 1LI CLEARANCE WHERE
WATER CROSSES OTHER UTILITY LINES 1,334 LF
MATERIAL WILL NOT BE ACCEPTED FOR FINAL CERTIFICATION.
2. ANY SANITARY SEWER SYSTEM OR ANY PORTION
8. A ONE YEAR WARRANTY PERIOD APPLIES TO ALL UTIUTIES CONSTRUCTION, THIS WARRANTY THEREOF,INCLUDING THE PUMP CHAMBER AND
'STEM OWNED AND OPERATED BY PENDER PERIOD DOES NOT BEGIN UNTIL NCDENR FINAL APPROVAL OF THE SYSTEM HAS BEEN RECEIVED.A SERVICE CONNECTION PIPE TO THE COLLECTION MAIN.
WRITTEN COPY OF THE WARRANTY WILL BE REQUIRED PRIOR TO FINAL ACCEPTANCE. FROM N LOCATED AT LEAST A MINIMUM OF 10-FEET
FROM ANY WATER LINE.SEWER LINES MAY CROSS A
iIGNED TO MEET PENDER COUNTY,PLURIS, WATER LINE IF 18-INCH CLEAR SEPARAT1ON DISTANCE
9. PROPOSED WATERLINE TO BE LOCATED IN A MINIMUM OF 5'FROM BACK OF CURB, IS MAINTAINED, WITH THE SEWER LINE CROSSING
3LANS WILL BE SUBMITTED TO ALL AGENCIES UNDER THE WATER LINE.WHEN CONDITIONS PREVENT
ISTALLATION. 10. RJ GRIP RINGS TO BE INSTALLED AT ALL FITTINGS. AN 18-INCH CLEAR SEPARATION FROM BEING
MAINTAINED OR WHENEVER IT IS NECESSARY FOR THE
WITH APPLICABLE PENDER COUNTY AND WATER LINE To CROSS UNDER THE SEWER,THE
11. ALL VALVES TO BE LOCATED OUTSIDE OF PAVEMENT, SEWER LINE SHALL BE CONSTRUCTED OF DUCTILE IRON
PIPE OR ITS EQUIVALENT AND THE WATER LINE SHALL
12. ALL UTIUTY CROSSINGS SHALL BE COORDINATED WITH PCU AT PRE-CONSTRUCTION MEETING PRIOR BE CONSTRUCTED T FERROUS MATERIALS
AND INSPECTED BY PENDER COUNTY EQUIVALENT TO WATER MAIN STANDARDS WITH FORA
TO BEGINNING CONSTRUCTION, DISTANCE OF AT LEAST TEN FEET ON EACH SIDE OF
THE POINT OF CROSSING,WITH FULL SECTIONS OF
13. COORDINATE HYDRANT DETAIL,TAPPING SLEEVE&FUTURE CONNECTION DETAILS WITH PCU'AT PIPE CENTERED AT THE POINT OF CROSSING.
PRE-CONSTRUCTION MEETING.
14. ALL WATERLINE TO BE C900 DR18 MINIMUM,
j
i
PREPARED FOR:
WY Ma-)WATE11% m PHASE 0 SIGNATURE TOP SAIL 37 LP
U T I L I TY P LA 93376 Katy Freeway#377
Houston,TX 77024
it Township Pender County North Carolina 713-822-3891