WQ0038322_Application (FTSE)_20210628

Permit Number WQ0038322
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
11,300
Facility Name
Hampton Inn Stump Sound Private Pump Station and Sewer
Location Address
Owner
Owner Name
Sneads Ferry Ventures LLC
Central Files: APS _ SWP
6/8/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
6
Individual
Permit Contact Affiliation
MajorlMinor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
John Sandlin
107 Stokely Rd #100
Dates/Events Wilmington p / NC 28403
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
3/1/2016 6/1/2021

RECEIVED
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING — LAND PLANNING — MAPPING
P.O. BOX 1685
JACKSONVILLE, NC 28541
OFFICE: [phone] FAX: [phone]
E-MAIL: bettvb .ilono.com
Or brian'AlIpnc.com
TO: Dean Hunkele
N.C. Department of Environment
And Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
DATE:
05/25/2021
ATTENTION:
Dean Hunkele
Re:
Beachside Commons
JUN 01 2021
NCDEQ
'iNILMINGTON RO
Letter of Transmittal
COPIES DATE NUMBER DESCRIPTION
2 Fast -Track Applications for Sewer/with Street view map & Quad Ma
I Check in the amount of $480.00
2 Sealed calculations
I Sewer System Permit Ownership/ Name Change Form`
Sewer System Narrative
SIGNED: BETTY BULLOCK

Division of Water Resources
State of North Carolina
Department of Environnienta l Quality
Division of Water Resources
I SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 S SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWIt)
All items must be contnleted or the application will be returned
1. APPLICANT IN'FORMA'1'ION:
1. Applicant's name: Pluris .LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporalion ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ Stale/County ❑ Municipal ❑ Other
3. Signature authority's name: Randy Hoffer per 15A NCAC 02T 0106(b)
Title: Regional Manager
4. Applicant's mailing address: 1095 NC I lwy10
City: Sneads Ferry
State: NC Zip: 28460-_
5. Applicant's contact information:
Phone number: [phone] Email Address: rhoffei-@plurisusa cons
II. PROJECT INFORMATION:
1. Project name: L3eachside Commons Townhontes R L3eachside Plaza `7 06.0393a4 3— l-
2. Application/Project status: Proposed (New Permit) Existing Permit/Profe"- q'c-13
et
Ira modification, provide the existing permit number: W000_ and issued date: _
If new construction but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.31.7T Longitude:-77.26..08'
5. Parcel ID (if applicable): 160772
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
Professional Engineer: David K. Newsom License Number: IS 148
Firm: Crystal Coast Engineering PA
Mailing address: 205-3 Ward Road
City: Swansboro State: NC Zip: 28584
Phone number: 910) 325-0006 Ernail Address: crystalcoaslene(albizec.rr eom
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
Facility Name: Pluris Sneads Ferry WW'I'I' Permit Number: W00005849
Owner Name: Pluris LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. PermitNumber(s): WQW00038322
System Wide Collection System Permit Number(s) (irapplicable): WQCS00275
Owner Name(s): Sneads Perry Ventures. LLC / Pluris 1 LC
FORM: FTTA 04-16 Page I of

VL GENERAL REQUIREMENTS
I. 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 Onerational Agreement (FORM: HOA) been attached?
❑ Yes ❑N'o ®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. Nalurc of wastewater : 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(fl? ®Yes ❑ No
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow 0'
No. of Units
Flow
2 bedroom dwelling unit
160 gal/unit
84 ca
13,440 GPD
3 bedroom dwelling unit
240 galhmit
16 ca
3,840 GPD
Stores/centers w/o food servic
100 gal/1000 sf
10,510 sf
1,051 GPD
Shop Center w/ food service
130 gal/l000 sf
6,985 sf
908 GPD
Fitness Center
50 gal/100 sf
720 sf
360 GPD
Clubhouse/Pool
10 gal/person
16 persons
160 GPD
Total
19,759 GPD
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 developpnent uses; public access facilities located near high public use areas;
and residential property located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 021'.0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14) shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: Iy GPD (per 15A NCAC 02T .01 14)
➢ Do not include future flows or previously permitted allocations
Ifpennitled 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 now expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 1764.35 PVC/DIP
> 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable)-02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: _
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: -
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the puntp(s): _ gallons per minute at feel total dynamic head (TDI1)
5. Summarize the force stain to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or pump with automatic activation and teIentcny - 15A NCAC 021' .0305(h)(1)(13):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Most 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 tintefrantes, shall be provided
in the case of a multiple station power outage.
FORM: PTA 04-16 Page 3 of 5

IX. SETBACKS &cSEPARATIONS —(02B.0200&15ANCAC 021'.0305(Q):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) &s (e)
D 15A NCAC 02T.0305 I contains minimum separations that shall be provided for sewer systems:
❑ Yes ❑ No
Setback Parameter*
Separation Required
Stonn 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
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-1 waters of Class I or
Class It impounded reservoirs used as a source ordrinking water
100 feet
**Waters classified WS (except WS-1 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
D 15A NCAC 02T 0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaoe
➢ If noncompliance with 02T.0305(fi or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [-]No
D See the Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and consuvction
`r 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 2B.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
D Information can be obtained from the 401 R Buffer Pemtittine Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02'L0105(c)(6), directly related environmental permits or certification applications arc being prepared, have
been applied for, or have been obtained. Issuance of this pennit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, slornnvater 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' nncans "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to slreambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
D If yes, include an allachmcnt with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permillee or its representative at least once every six -mouths and inspections
documented per 15A NCAC 02T.0403(a)(5) or the perntitec's individual System -Wide Collection pernilt.
FORM: FTA 04-16 Page 4 of

I:�i7slTt II IITaL[�L�iJi(�I�YI
1. Does the submitted system comply with 15A 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:
that this application for
(Professional Engineer's name Trom 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
have judged it to be consistent with the proposed design.
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,,,
A
ation for
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.
Signature: ✓ a%< Date: s� Z
FORM: FTA 04-16 Page 5 of 5

Division of water Resources
Entity Requesting Allocation: Pluris LLC
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Project Name for which flow is being requested: Beachside Commons TH & Plaza
More than one FTSE maybe required for a single project if lite owner of the WWTP is not responsible for ali pump
stations along the route of the proposed wastewaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pluris North Topsail WWTP
b. WWTP Facility Permit #: WQ0005849
AlI lows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.542
0.12546
0.72600
0.019759
0.871819
56 %
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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
(B)
Design
Average
Approx.
Daily
Current
Firm Flow**
Avg. Daily
Capacity, * (Firm / pf),
Flow,
MGD MGD
MGD
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
MGD
Flow
PS 108 WQ0038322 0.181 0.0725 0.011 0 0.0625
Available
Capacity***
0.0625
* 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
(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.
Downstream Facility Name (Sewer): _North Topsail South Consolidation
Downstream Permit Number: WQ0034485
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Randy Hoffer 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.
Signing Official
Page 2 of 6
FTSE 10-18

State of North Carolina
�, DAIDepartment of Environmental Quality
Division of Water Resources
AMW V V i ML SEWER SYSTEM PERMIT OWNERSHIP/NAME CHANGE
Division of Water Resources INSTRUCTIONS FOR FORM: PNOCF 01.16
I. EXISTING PERMITTEE INFORMATION:
1. Permittee's name: Sneads Ferry Ventures, LLC
2. Signature authority's name: John Sandlin per 15A NCAC 02T .0106(b)
3. Signature authority's title: Member/Manager
4. Permittee's mailing address: 107 Stokley Road #100
City: Wilmington State: NC Zip: 28403
5. Permittee's contact information: Phone number: [phone] Fax Number (_) __-n/a
Email Address: [e-mail]
II. APPLICANT INFORMATION:
1. Applicant's name: Pluris. LLC
2. Signature authority's name: Randy Hoffer per 15A NCAC 02T .0106(b)
3. Signature authority's title: Regional Manager
4. Applicant's mailing address: 1095 Highway 210
City: Sneads Ferry State: NC Zip: 28460-_
5. Applicant's contact information: Phone number: [phone] Fax Number (_) _ n/a
Email Address: [e-mail]
6. Representative's name: Randy Hoffer
7. Representative's title: Regional Manager
8. Representative's contact information Phone number: [phone] Fax Number (_) = n/a
Email Address: [e-mail]
III, PERMIT INFORMATION:
1. Existing permit number: W00038322 and most recent issuance date: March 1, 2016
2. Reason for the permit application: Change of Ownership If other, attach detailed explanation
3. Has the facility been constructed? ® Yes or ❑ No
4. Has the facility been certified per 15A NCAC 02T .0116? ® Yes or ❑ No
FORM: PNOCF 01-16 Page 1 of 2

IV. CERTIFICATIONS:
Existing Permittee's t erkficiltion per
that this application
(Signature Authority's name & title from Application Item 1.2 & 3)
has been reviewed by me ahj is accurate and complete to the best of my knowledge. I understand that prior to reissuance of the permit
into the Applicant's name, I will continue to be responsible for compliance with the current permit and any discharge of wastewater
from this system to surface waters or the land may result in an enforcement action that may include civil penalties, injunctive relief,
and/or criminal prosecution. I will also make no claim against the Division of Water Resources should a condition of the existing permit
be violated. I also understand that if all required parts of this application are note completed and that if all required supporting
information and attachments are not included, this application will be returned to me as incomplete.
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 a we'l^lu y'¢'v'1 p alties up to $25,000 per violation. 1
Signature- ----I �� Date: I �I
Applicant's Certification
name & title Xom Application Item
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that after issuance of the permit into
the Applicant's name, I will be responsible for compliance with the issued permit and any discharge of wastewater from this non -
discharge system to surface waters or the land may result in an 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 143-215.613, 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 u to $25,0 b per violation.
Signature: Date:
FORM: PNOCF 01-16 Page 2 of 2

Sewer System Narrative
Beachside Commons Townhomes & Beachside Plaza — Stump Sound
Sneads Ferry Ventures, LLC proposes to develop a 15.77 acre tract located on NC Hwy
210, 0.47 miles North of its intersection with NCSR 1518 in Onslow County.
The proposed development includes a 100 residential townhome units (2 and 3 bedroom),
17,495 sf retail space and a storage facility, with associated parking & sidewalks.
The site is currently undeveloped and contains considerable 404 wetlands along the
northern boundary and across the rear. Site topography is generally flat to'gently sloping (0
- 2%).
The project site is located in the White Oak basin and drains to an UT of Mill Creek
(SA;HQW — 19-39-3-1). The proposed development activities are high density (percent
impervious > 12 %); therefore stormwater treatment is required. The proposed
development will divert all stormwater to the previously permitted Wet Pond serving the
Hampton Inn (SW8 160102)
The site was recently rough graded and was erosion control devices (construction entrance,
silt fence, diversion ditches/berms and Sediment Basins were installed and are still
operational. These existing devices will be supplemented by new silt fence and additional
sediment traps where necessary. will be installed to protect adjoining properties from
sediment.
The development is to be served by 8" gravity sewers connecting to the existing gravity
sewers and pump station serving the adjacent Hampton Inn site. That pump
station/forcemain is connected to an existing 12" sewer forcemain along NC Hwy. 210 and
is owned by PLURIS LLC.

Google Earth
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Design Calculations
Pump Station Capacity Analysis
for
Beachside Commons Townhomes & Beachside Plaza
located in
Stump Sound Township, North Carolina
Prepared By:
Crystal Coast Engineering, P.A.
David K. Newsom, PE
205-3 Ward Road
Swansboro, NC 28584
Business License #: C-2553
1. Project Descrintion/Narrative
The project consists of capacity evaluation for the existing pumping station which serves the Hampton Inn
hotel on NC 210 near its intersection with NCSR 1518 in the Stump Sound Township. The station will
continue to serve the 90 room hotel, however will now accommodate a proposed mixed use (townhomes
and retail) development on the adjacent vacant tract. The existing pump station is connected to the existing
12" pressure main along NC 210.
2. Flow Project Design
In accordance with NCAC 02T.0114, project shall be designed to accommodate a Design Daily Flow as
follows:
Existing
Hotel 90 Rooms @ 120 gpd/room 10,800 gpd
10 employees/ 2 shifts 20 emp. @ 25 gpd/emp 500 gpd
Existing Subtotal 11,300 gpd
Proposed (Beachside Commons Townhomes & Beachside Plaza
2 bedroom townhome
84 units @ 160 gpd/unit
13,440 gpd
3 bedroom townhome
16 units @ 240 gpd/unit
3,840 gpd
Stores w/o food service
100 gpd/1000 sf
1,051 gpd
Stores w/ food service
130 gpd/1000 sf
908 gpd
Fitness Center
50 gpd/100 sf
360 gpd
Clubhouse/Pool
10 gpd/person
160 gpd
Proposed Subtotal 19,759 gnd
Subtotal Total (Existing + Proposed) 31,059 gpd
Future
Unspecified 13,941 end
GRAND Total (Existing + Proposed + Future) 45,000 gpd

3. Compute Minimum Pum ing Rate
Peak Factor = 18 + (P)1/2 / 4 + (P)'n
where P = (135 + 284) / 1000 = 0.419
= 4.0
Average Daily Flow = 45,000 gpd
Peak Factor = x 4.0
Min. Pump Rate = 180,000 gpd
Or 125 gpm (say 126 gpm)
Velocitv Check
3" FM 4.6 fps A bit high but OK for wetwell ONLY
4" FM 2.6 fps OK
6"FM 1.16 <2.0-NO
Use 4" piping (excl. wetwell) and forcemain
4. Pipe Effective Lengths
Effective piping lengths are computed as follows:
4" Valve Vault Piping
Actual Length =
22
No. Fitting Type L/D L
Total
1 gate valve 35 11.6
11.6
1 check valve 135 45.0
45.0
3 90 bend 20 6.6
20.0
Fitting/Valve Length =
76.6.
SubTotal Effective Length =
98.6'
4" Forcemain Pine
Actual Length =
1139
No. Fitting Type L/D L
Total
3 90 degree bend 20 6.7
20.0
1 45 degree bend 10 3.3
3.3
1 check valve 135 45.0
45.0
Fitting/Valve Length
68.3
SubTotal Effective Length =
1207.3'
TOTAL EFFECTIVE LENGTH =
1,306'

5. Choose Pump & Compute Operating Conditions
Head losses for each pipe section are computed at various flow rates using Hazen -Williams equation (see
attached EPANET Model prepared by others).
Most suitable pump appears to be Myers WG75HH (7.5 HP ruin)
Operating Condition (Typical Number of simultaneous pumps running) 126 gpm a@ 102' TDH
See attached Hydraulic Models for detailed analysis:
6. Compute Pump Cycle Times at ADF
Volume per foot of pump chamber = 146.8 gallons
a. Fill Time at ADF
Fill/Pump Volume = 293.6 gallons
Fill Time fill volume /ADF
293.6 gallons/36,620 gpd
0.008 days (11.5 minutes)
b. Pump Time at ADF
Pump Time =
c. Cycle Time at ADF
Cycle Time =
6. Emergent Storage
See drawings.
7. Flotation
See drawings,
pump volume / (pump rate — ADF)
293.6/ (126 gpm —25.4 gpm)
2.9 min
Fill time + Pump Time
14.4 minutes (OK)