WQ0042530_Application (FTSE)_20210528

Permit Number WQ0042530
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
tyler.benson
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP _
5/18/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Osprey Landing Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
Brunswick County Government - County
Owner Affiliation
John Nichols
PE
PO Box 249
Dates/Events Bolivia NC 2842202,
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/13/2021
Regulated Activities Requested /Received Events
Additional information requested

-DARAMO UN�T
E N G I N E E Ft 1 N G, 1 N C. MAY 1. 3 2021
1 2 2 C I N E MA DR I V E
W I L M I N G T O N N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M i T T A i
To:
NCDE
Date
o5/12/21
127 Cardinal Drive Extension
Wilmington, NC 28405- 845
Re:
Osprey Landing
Fast Track Sewer
Attn:
Dean Hunkele
Project No.
1 18198.PE
e are eendin ❑ Originals ® Prints
he following items: ❑ Correspondence ® Plans
❑ Shop Drawings ® Calculations
® Specifications ® Other as listed below
Quantity
Date
Dwg. No.
Description
2
Design Narrative w/ Site Maps
2
FTSE 10-18 Flow Tracking for Sewer Extension Applications Form
2
FTA 04-16 Fast Track Sewer System Extension Application Form
2
County Approval Letter
1
CD with application materials
1
$480 Fee (Check 26139)
Issue Statue: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
emarks:
I If required. contact Chris Millis for additional information or auestions. Thank vou. I
Cc: Signed: �
D en Lorah, EIT

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources y FTA 04-16 & SUPPORTING DOCUMENTATION
(�
Application Number: ��i�-V0 2-00 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Brunswick County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal N State/County ❑ Municipal ❑ Other
3. Signature authority's name: William Pinnix per 15A NCAC 02T .0106(b)
Title: Director of Engineering
4. Applicant's mailing address: P.O. Box 249, Bldg. I
City: Bolivia State: NC Zip: 28422
5. Applicant's contact information:
Phone number: [phone] Email Address: william.pinnix&D.brunswickcountvnc eov
11. PROJECT INFORMATION:
1. Project name: Osprey Landing
2. Application/Project status: N Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.938° Longitude:-78.036'
5. Parcel ID (if applicable): 22100028 & 221NA008
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Christopher Millis License Number: 036235
Firm: Paramounte Engineering, Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: N Zip: 28403-_
Phone number: [phone] Email Address: emillis@ araramounte-eng coin
W. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick Permit Number: W00023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): C/p-n�/�'�
1. Permit Number(s): WQ OQ-3�%Qy Downstream (Receiving) Sewer Size: A/ inch U�1e W
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
OwnerName(s): Brunswick County 55
FORM: FTA 04-16 / uPagel of`

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 Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ® Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ 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(f)? ❑ Yes ®No
➢ If Yes, provide a cony of flow reduction aooroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow',b
No. of Units
Flow
Single Family (3-bdr)
210 gal/lot
196
41,160 GPD
Clubhouse
5 gal/seat
70
350 GPD
Pool
10 gal/person
100
1,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
42,510 GPD
a See 15A NCAC 02T .0 i 14(b). (d). (e)(1) and (c)(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.01 l4] shalt be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 42510 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
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
❑ Other (Explain): _
FORM: FTA 04.16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 8,500 C-900 (DR-18) PVC
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 Stntions/Force Mainsl:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Osprev Landing
2. Approximate Coordinates (Decimal Degrees): Latitude: 33.9396 Longitude:-78.03800
3. Design flow of the pump station: 0.000194 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 221 gallons per minute at 51 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
5,300
C-900 DR-18
PVC
is
/ Z5
aR PE
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)(13):
➢ 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 NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (e)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewdrs 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
Reclaimed water lines vertical - reclaimed over sewer).18
inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
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 buildinit 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.0305(Fl cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications welinag
➢ If noncompliance with 021'.0305(f) or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® 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? ® Yes ❑ No
D This would include Trout Buffered Streams per 15A NCAC 28.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes [:]No
D 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 Pennittina Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes [:]No
Per ISA NCAC 02T.0105(c)(6), 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.
❑ Yes ® No
D If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
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.
FORM: FTA 04.16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permittingof f 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/Alternative Design Request application (VADC 10.14) and supporting documents for
review. Approval of the reauest is reguired prior to submittal of the Fast Track Application and supportingdocuments
2. Professional Engineer's Certification:
r, C -� L L771 V�/ Ir l (e _ W P� �t Ate\ Z attest that this application for
(Professional En ineer's name from Application Item III.1.)
os ReY LRnbir)
has been reviewed by me and is accurate, complete and consistentVith 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. ..........' """"...... ....
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
that this application for
(Signature Authority's name & title from Application Item I.3.)
osppve 1-Anain9-
has been reviewed by me and is accurate and complete to the best Way 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 $1
L0,000 ell as civil penalties up to $25,000 per violation.
Signature: " t w ' ` t Date: M4
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick County
Project Name for which flow is being requested: Osprey Landing Subdivision
More than one FTSE tnay be required for a single project tfthe 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: WEST BRUNSWICK WWRF
b.
WWTP Facility Permit #: WQ 0023693
All flows are in MGD
c.
WWTP facility's permitted flow
6.000
d.
Estimated obligated flow not yet tributary to the WWTP
0.200
e.
WWTP facility's actual avg. flow
3.507
f.
Total flow for this specific request
0.04251
g.
Total actual and obligated flows to the facility
3,750
h.
Percent of permitted flow used
62.50%
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)
Design
Average
Approx.
Pump
Pump
Daily
Current
Station
Station
Firm
Flow**
Avg. Daily
(Name or
Permit
Capacity, *
(Firm / pfl,
Flow,
Number)
No.
MGD
MGD
MGD
Sandy
WQ0034024
1.928
0.7712
0.090
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.291
0.381
0.3902
* 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): Sandy Lane Transmission PS and FM
Downstream Permit Number: WQ0034024
Page 1 of 6
FTCF 10-19

III. Certification Statement:
I William L. Pinnix, P.E. 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.
�DWV-Mk- of &
Signing
. Mau 4, 2Zoa
Page 2 of 6
FTQR 1!1_1Q

OSPREY LANDING
BRUNSWICK COUNTY, NORTH CAROLINA
SANITARY SEWER DESIGN NARRATIVE
Prepared for:
BILL CLARK HOMES, LLC
127 RACINE DRIVE, SUITE 201
WILMINGTON, NC 28403
Prepared by:
PARAMOUNTE
E N C I N i-- L fi I N C9 I N C
122 Cinema Drive
Wilmington, NC 28403
Project #18198.PE
April 2021
,,,..
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pQ ss
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X -.•,136235

PROTECT NARRATIVE
Bill Clark Homes is proposing to construct Osprey Landing, a single-family development on a
68 acre property in Brunswick County (near Southport), NC. The property is located between
Robert Ruark and NC Hwy 211 near the City of Southport. The latitude and longitude of the
property are 33°56'00" N, 78°02'00" W.
According to USGS & NC Surface Water Classifications Website, the project drains to the UT
Dutchman Creek which has a stream classification of SA; HQW and is within the Cape Fear
River Basin.
Gravity sanitary sewer will serve all of the proposed development and will drain to the on -site
Pump Station where a force main will carry the flow to an existing Brunswick County Pump
Station along Sandy Lane.
The sanitary sewer infrastructure will serve 196 single family lots and an amenity area
(Clubhouse/Pool) with a total proposed Flow of 42,510 gpd.

Project Name: Osprey Landing
Client: Bill Clark Homes, LLC PARAMOUNTE
Project Number: 18198.PE
Prepared By: E]G
Date: 3/23/21
Area
R.M.
use Input (# ofpersons) Projected Demand I I Demand
Pool Area 100 10 gpd/person 1,000 gpd
Total flow 1 42,530 GPD

pARAMOUNTE
fN G I N E E R I N G I N
C
Osprey Landing
Sanitary Sewer LiR Station Calculations
Force Main Diameter (Wet Well Piping) =
6 inches
Force Main Length =
56 If
FM Equivalem Length =
192 H
Force Main Diameter =
6 inches
Farce Main Length =
5.230 H
FM Equivalent Length =
5,Z75 If
Hazen-Whniams Coefrident =
130
Invert Elevation into Pump Station =
6.5 mat
Appmbmafe Ground Eevaion at Pump Station =
23.5 met
Mammum Elevation Along Force Main =
30 mill
Projected Total Average Daily Flow =
42.510 GPD
Projected Total Average Daily Flow =
30 GPM
Peaking Factor =
2.50
Peak Flow =
74 GPM
Pump/System Analysis
Total Head
(ft) from
Force
MFR Data
Pipe Flow
Main
System
(Fylgt 3127 0
Rate
Velocty
TDH (ft)
HT - 195
(GPM)
(fusec)
man, 1600
rpm, 7.5
HP) 550 l
0
0.00
26.5
66
100
1.13
32.2
60
200
2.27
47.2
53 x
300
3.40
70.4
47 c Soo
400
4.54
1012
40
45,0
400 --
200 205
Pumping Rate =
6' Wet Well Piping Velocity =
6' Face Main Velocity =
Basin Diameter =
Cycle Time =
Cycleslnour =
NCDENR Active Storage Volume=
Active Storage Depth =
High Water Alarm Elevation =
Lag Pump On Elevation =
Lead Pump On Elevation =
Pump Cut -Off Elevation =
Wetwea Bottom Elevation=
Static Lift =
210 215 220 225 230
Flo (GPM)
221 GPM
2.51 FPS
2.51 FPS
96 inches
14.7 minutes
4.06
376 Gallons
1.00ft
6.50 fmsl
5.50 trust
4.50 first
3.50 fmsl
-0.50 trust
26.50 ft
—sy.
awe
205 240 as 250
Pump Run Time = 1.7 Minutes
FM Detention Time = 3.22 Minutes

NP 3127 HT 3- Adaptive 489
Patented self cleaning semi open channel Impeller, Idea l for pumping In
waste water appiicatlons. Possible to be upgraded with Guide -pin$
for even better clogging resistance. Modular based design with high
ada put tbn grade.
Technical specification
Configuration
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a xylem brand
Curves according to: weer..ute.39.27.62.42 lb/fP.1.6891E-5 N'/s
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I=I
Cwe: aom
Mol.rnumbar
leaullellen type
N3127.D6021-10-4A1-W
P- Semi permanent, Wet
7.5hp
Inpellerdlemeter
DbctIn. dWneter
195 mm
4Inch
Pump information
Materials
Ins"llardlemebr
Impeller
195 man
Hard -Iron
D40". diameter
SMor housing nulerof
4Inch
Grey cast iron
leletdiameter
loomm
Mesmum operating spud
1750 rpm
Number of blades
2
MafWldbmperebra
40'C
ho¢et
stock
Crossed by Jared Carpenter
tooted on 4/22/2021 laltupdala 4/22/2021

NP 3127 HT 3" Adaptive 489
Technical specification
Motor - General
Motor number
Photo
N3127.06021.10-4AL-W
3"
7.5hp
AnNappmwd
Number of poles
No
4
enquancy
Rated wlt+ry
60 Hz
460 V
Mention cad*
060
Power factor-1/1 Lod
0.85
Power factor- 314 Lad
0.81
Power factor-112 Lod
0.72
PwNct
Bed
Moereekfemy. 1/1 load
$6.3 %
MotoreHkemq- 3/4 Led
87.6 %
MotaroHkloncy-1/2 Lad
87.4 %
Mod speed
1750 rpm
Mod current
9.6 A
Intulrtbn Aar
H
Total moment of Inoue
0.9631b fe
StaNni cumnq dlnct stHlry
58 A
Starting cunenh rtw-deft
19.3 A
FLYfiT
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7.5 hp
Statorwdent
12
11ye of Duty
$1
starts per hour rnu.
30
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Cnatedon 4/22/2021 Wtupdato 4/22/2021

NIP 3127 NT 3-Adaptive 489
Performance curve FL 6T
Duly point a xylem Ixa'd
Flow Head
205 US g.p. m. 52.6 It
cunresamordingto: Water,pure39.2'F,62.42lb/fts,1.6891E-5fs'/s
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38-
0.6
32
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301
ft wslw,eiwe
241 "
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14 ' 14.3 a
2
10206118 m. mrfl
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Isoead6
preJeet Cnapd by Jared Carpemer
ekrek Cnebdm 4/22/2021 taet update 4/22/2021

NP 3127 HT 3- Adaptive 489
Duty Analysis
sLYaT
a xylem braid
n
daaraderlstim
Forceps / Flow Nand Shift power Flow Head Shaft Power Hydra". Specific NPSNm
Sham, Energy
1 205 US S.D.M. 6i 6k S.Og hD 206 US g.p.m. 52.6k 9.08 hp 539% 390 kWMUSM 14.3k
prepet Crewed by Jared Carpenter
Bloc; Coated on 4/22/2021 Wt update 4/22/2021

NP 3127 HT 3— Adaptive 489
VFD Curve FLY T
a xyl¢m I ner¢I
CumosacmWIngto: Wow, pure.39.21,62,421b/ft-, 1.6891E5 ftt/s
[n)
68
64
60
se
52
48
44
40
38
32
28
24
20
18
12
8
4
60
50
40
30
20
10
[h
e
7
6
6
4
3
2
1
Uq
20
18
12
0 100 200 300 400 500 600 700 000 900 [U3 9.p.n1)
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Pr¢144t Created by Jared Carpenter
Mack Cr.atad°n 4/22/2021 latupdna 4/22/2021
Head
65.8°°
89 195mm
Ponp Efficiency
---_
Overall Efficiency
Power Input P1489
195mm (Pt )
Shaft power P2
89 195mm (P2)
NPSHI3-veluea
9 195mm

NP 3127 HT 3" Adaptive 489
VFD Analysis
a xylem brand
I
Specdr energy
jkWhlUS MGI
I'MOBSri711s91 i
RMIM 17PS7IM:
8 1489 195rnn
S 37.2 US g.p.m
4 40 Ftt
2 0 205 LIS g.p.m
n ann 'J1N1 It11k dfkn 5f1f1 t;M 700 B00 900 IlS o.o.mt
Hl rating charaderlstla
Pumps/
Fn4wnq
Fbw
Heed
Shah power
Fbw
Haed
Shdtpower
Hydfaff. Specific
Np511Fe
Mama
6new
1
60Hx
205 US 1. p.m.
52.6ft
5.08 hp
205 US g.p.m.
52.6It
S.08 hp
53.9%350 kWh/USN
14.31t
1
55 He
189 US g.p. m.
44.4 It
3.94 hp
169 US g.p.m.
44.4 It
3.94 hp
53.9%296 kWh/USN
12.5 It
1
SOHs
172 US g.p.m.
36.71t
2.96 hp
172 US g. P. m.
36.71t
2.96 hp
53.9%247 kWh/USN
10.71t
1
45 HE
1S4 US g.p.m.
29.71t
2.16hp
154 US g.p. m.
29.71t
2.16 hp
53.9%205 kWh/USN
9.07 it
1
40Ht
137 US g.p.m.
23.5ft
1.51 hp
137 US g.p.m-
23.5N
1.51 hp
53.9%169 kWh/USN
7.51 It
pmN<t
Black
Created by Jared Carpenter
Cndadon 4/22/2021 tmt opdme 4/22/2021
m

NP 3127 HT 3- Adaptive 489
Dimensional drawing
e
i
F
7 � 1
40_ b` 1
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Pralaet Created by Jared Carpenter
Bbak Croputdon 4/22/2021 Wt update 4/22/2021

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USGS The National Map: National Boundaries Dataset, 3DEP Ele tion Program, Geographic Names Information
System, National Hydrography Dataset, National Land Cover Database, National Structures Dataset, and National
Transportation Dataset; USGS Global Ecosystems; U.S. Census Bureau TIGE.R[Line data; USFS Road Data; Natural
Earth Data; U.S. Department of State Humanitarian Information Unit; arid. NOAA National Ceniers for
Environmental Information, U.S. Coastal Relief Model. Data refreshed'.MEayy 2020.