WQ0045076_Application_20240109

''ss STATE' �
ROY COOPER
Governor
ELIZABETH S.BISER `• ^°^"
Secretary AY Wnw vd e_va
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
January 16, 2024
Ricardo Chavez Morgado
21553 US 264 E
Pinetown, NC 27865
Subject: Permit Application
Application No. WQ0045076
Ricardo Chavez Mongado
Beaufort County
Dear Applicant:
The Water Quality Permitting Section acknowledges receipt of your application for a new Non-discharge permit, including
supporting documentation and your check number 4464 in the amount of$600.00 as payment of the application fee.
These items were received in our offices on January 9, 2024. Your application will be assigned to a permit writer within
the Section's Non-discharge permitting branch. The permit writer will contact you if additional information is required to
complete evaluation of your application. Your timely and direct response to any such request will help to expedite the
review process. Please note that acceptance of the application does not guarantee a NPDES permit will be issued for the
proposed activity. A permit will only be issued following a complete review of the application, concluding the proposed
discharge is allowable per applicable statutes and rules.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
3fri/(414\'
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Hood Richardson, PA
ec: WQPS Laserfiche File w/application
D NWashingtonorth Carolina DepartmentRegionalOff
of Environmental Quality Division of Water Resources
ice 943 Washington Square Mall Washington North Carolina 27889
o...r�au....e.+ 252 946 6481

Hood Richardson, PA C576
110 West Second Street
Washington,N. C.27889
252-975-3472
January 5, 2024
NCDEQ/DWR
Water Quality Section
PERCS Unit
1617 Mail Service Center RECEIVED
Raleigh,N.C.27699-1636
RE: Cover Letter BAN 0 9 2024
Ricardo Chavez Morgado
Town of Belhaven NCDEQ/DWR/NPDES
Gentlemen:
This is a permit application to add 240 gallon of grinder pump sewage to an existing 6 inch force main that
is treated by the Town of Belhaven Sewage Treatment Plant.
Items in this permit package(two copies of each):
1. This letter and Check List,pages 1 through 4. Two Copies.
2. Original and one copy of Form:ASEA 10-23. Pages 1 thru 5.
3. Application fee,a check for$600.00.
4. "Flow Tracking Acceptance Form FTSE 10-18. Pages 6 and 7.
5. Engineering plans 8.5 by 14 inch size. Pages 8,9,and 10..
6. Specifications,two pages,legal size.
7. Manufacturers specifications,2 pages numbered 13 thru 32.
8.Engineering calculations and down stream analysis. Pages 33 thru 38..
9. USGS site map. Page 39.
10. Aerial photograph and location maps. Pages 40 thru 43
11. FEMA flood map. Page 44.
12. Closest stream classification. Page 44.
Sincerely yours,/"`//
1ood L.Richardson,PE
22-01-276
I

State of North Carolina
DW R Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—ALTERNATIVE SEWER EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM:ASEA 10-23&SUPPORTING DOCUMENTATION
Plans,specifications and supporting documents shall be prepared in accordance with, 15A NCAC 02T.0100, 15A NCAC 02T
.0300, Division Policies and good engineering practices. Failure to submit all required items will necessitate additional
processing and review time,and may result in return of the application.
For more information, visit the Water Quality Permitting Section's collection systems website
General—When submitting an application,please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information.
Unless otherwise noted,the Applicant shall submit one original and one copy of the application and supporting documentation.
A. Original and One Copy of Application and Supporting Documents
Required unless otherwise noted
B. C ver Letter(Required for All Application Packages):
List all items included in the application package,as well as a brief description of the requested permitting action.
> Be specific as to the system type,number of homes served,flow allocation required,etc.
> If necessary for clarity, include attachments to the application form.
C. Ap lication Fee(All New and Major Modification Application Packages):
Submit a check or money order in the amount of S600.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality(NCDEQ).
D. Alrnative Sewer Extension(Form:ASEA 10-23)Application(Required for All Application Packages):
Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions,attachments to the application may be made.
/Lp If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
pi pc, If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
XThe project name in Item II.1 shall be consistent with the project name on the plans, specifications, flow acceptance
letters,agreements,etc.
The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T.0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T.0106(b).
E. Section X&XI Attachment(If Applicable):icrA If the project includes gravity sewer, pump stations with multiple pumps and force mains, include the Section X&XtJ
attachment(s).
F. Flow Tracking/Acceptance Form(Form: FTSE 10-23)(If Applicable):
"Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension Permit Form from
the owners of the downstream sewers and treatment facility.
➢ The flow acceptance indicated in form FTSE 10-23must not expire prior to permit issuance and must be dated less than
one year prior to the application date.
> Submittal of this application and form F S 0-23indicates that owner has adequate capacity and will not violate G.S..
143-215.67(4
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific FTSE 10-23.
INSTRUCTIONS FOR FORM:ASEA 10-23&SUPPORTING DOCUMENTATION Page 1 of 4

G. A.'i eering Plans(Required for Au Application Packages):
Per 15A NCAC 02T .0305(b)(1), submit two sets of detailed plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer,and shall include at a minimum:
➢ Table of contents with each sheet numbered.
➢ A general location map with at least two geographic references and a vicinity map.
➢ Plan and profile views of the sewer extension as well as the proximity of the sewer extension to other utilities and
natural features
➢ Detail drawings of all items pertinent to the sewer extension(including clean-out locations)and pump stations.
➢ The location of all wells(including usage and construction details if available), streams (ephemeral, intermittent, and
perennial),springs, lakes,ponds,and other surface drainage features within 100 feet of the project.
➢ Minimum separations required per 15A NCAC 02T.0305(f), and where separations cannot be maintained, alternative
criteria per 15A NCAC 02T.0305(g).
➢ Minimum cover for sewer extensions required per 15A NCAC 02T.0305(f)must also be shown clearly on the plans.
➢ Nodes/Zones listed in calculations and computer models must be accurately reflected on the plans.
➢ Plans must include lot numbers,zones,approximate pump and top of wet well elevations,and pump model number and
capacity in a table format.
Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.)that indicate they are anything other than final plans. However,the plans may be
labeled with the phrase: FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION.
H. Specifications(Required for All Application Packages):
Per 15A NCAC 02T .0305(b)(3), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer,and shall include at a minimum:
➢ Table of contents with each section/page numbered.
➢ Detailed specifications for pump stations(i.e.packaged grinder pump requirements,valves,controls,etc.)
➢ Site Work(i.e.,earthwork,clearing,grubbing,excavation,trenching,backfilling,compacting,fencing,seeding,etc.)
➢ Materials(i.e.,low pressure mains and laterals,force main,gravity,concrete,method of construction,etc.)
➢ Electrical(i.e.,control panels,transfer switches,automatically activated standby power source,etc.)
➢ Means for ensuring quality and integrity of the finished product in accordance with the Minimum Design Criteria,
including leakage and pressure testing for the sewer extension.
Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW
ONLY, NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than fmal specifications. However,
the specifications may be labeled with the phrase: FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION.
Specifications for standard equipment may only be omitted for municipalities with approved standard specifications,
71,.
but the use of the standard specifications must be noted on each sheet of the plans.
I. E Sneering Calculations(All Application Packages):
IttpPer 15A NCAC 02T .0305(b)(2) and 15A NCAC 02T .0305(j)(1), submit engineering calculations that have been
signed, sealed and dated by a North Carolina licensed Professional Engineer,and shall include at a minimum:
➢ Friction/Total Dynamic Head calculations and system curve analysis(with one pump running,two pumps running,etc.)
➢ Pump selection information including pump curves, manufacturer's information, and recommended installation
guidelines.
➢ Pump station cycle times and pump run times.
➢ Minimum velocities in the sewer extension in accordance with the Minimum Design Criteria
➢ Flotation calculations for all units constructed partially or entirely below grade(i.e.pump stations)
IikIf computer models are provided to document system design, the model and corresponding node/zone nomenclature
must clearly and accurately reflect the plans and specifications.
Note that upon completion of the review process and prior to permit issuance,a request for the final plans and
specifications will be requested on digital media(CD,DVD,Jump Drive,etc.)for our records. You will be notified when
this information is requested,as the review may necessitate changes
INSTRUCTIONS FOR FORM:ASEA 10-23&SUPPORTING DOCUMENTATION Page 2 of 4

J. Downstream Sewer Evaluations klul Application Packages)
0 Per 15A NCAC 02T .0305(b)(2) and 15A NCAC 02T .0304(h)(1), submit engineering calculations that have been
signed,sealed and dated by a North Carolina licensed Professional Engineer,for receiving collection systems:
1 ❑ For connection to a gravity sewer,submit:
An evaluation of the gravity sewer based on peak flow from the proposed project and peak flows already tributary to
the existing gravity sewer. Provide calculations and detail how existing peak flows were determined.
❑ For connection to a pump station,submit:
An evaluation of the existing pump station to pump peak flow from the proposed project and peak flows already
tributary to the existing pump station. Provide calculations and detail how existing peak flows were determined.
For connection to a force main/low pressures sewer,submit:
An evaluation of the existing system based on peak flows from the proposed project and peak flows already tributary to
the existing system. In addition, evaluate the ability of each pump station tributary to the existing system to pump
against additional head created by greater flows through the system. Evaluation may include alternative designs such
as telemetry to coordinate pumping between pump stations (provided sufficient storage is available). Also include an
evaluation of the discharge point of the existing force main/pressure sewer.
K. Site Maps(All Application Packages):
Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
ar a and closest surface waters.
➢ Location of the project(gravity sewer,pump stations&force main)
➢ Downstream connection points and permit number(if known)for the receiving sewer
AInclude a street level map showing general project area.
L. Existing Permit(All Modification Packages):
O Submit the most recently issued existing permit.
AEI Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification(i.e.,permit description,flow allocation,treatment facility,etc.).
M.`Pow�r Reliability Plan(All Application Packages): Z t( A ti',t- 5 IV it-A-�— 6 "4' LI,
Per I 5A NCAC 02T.0305(h)(I)(D),submit documentation of power reliability for simplex/vacuum units.
tip,❑ Per I 5A NCAC 02T.0305(h)(1),submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is
compatible with the station. The Division will accept a letter signed by the applicant(see 15A NCAC 02T.0106(b))or
proposed contractor, stating that "the portable power generation unit or portable, independently-powered pumping
units,associated appurtenances and personnel are available for distribution and operation of this pump 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.(Required at time of certification)
N. Final Environmental Document(If Applicable):
❑ Per I5A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and one copy of the final
Nov environmental document(i.e.,Finding of No Significant Impact or Record of Decision).
'y ❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the subject sewer.
O. Certificate of Public Convenience and Necessity(All Application Packages for Privately-Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
NIP- the sewer extension,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or
that franchise approval is expected.
INSTRUCTIONS FOR FORM:ASEA 10-23&SUPPORTING DOCUMENTATION Page 3 of 4

P. Operational Agreements(Applicanons from HOA/POA and Developers for 1__._a be sold):
Home/Property Owners'Associations
1 ❑ Per 15A NCAC 02T.01 l 5(c),submit the properly executed Operational Agreement(FORM:HOA).
0 Per 15A NCAC 02T.0115(c),submit a copy of the Articles of Incorporation,Declarations and By-laws.
0 Developers of lots to be sold
T/J A. 0 Per 15A NCAC 02T.0115(b),submit the properly executed Operational Agreement(FORM:DEV).
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NCDEQ/DWR
WATER QUALITY SECTION
PERCS UNIT
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N.SALISBURY ST.SUITE 925
RALEIGH,NORTH CAROLINA 27699-1636 RALEIGH.NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR FORM:ASEA 10-23 &SUPPORTING DOCUMENTATION Page 4 of 4

State of North Carolina
DW R D •tment of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—ALTERNATIVE SEWER EXTENSION APPLICATION
Division of Water Resources ASEA 10-23& SUPPORTING DOCUMENTATION
Application Number: tOGilcDtai(P (to be completed by DWR)
I. APPLICANT INFORMAL IOP�ir �A.,/wi Z /1/0/L1�d(J
1. Applicant's name:f A(cLompany,municipality,HOA,utility,etc.)
2. Applicant type: 1ividual ❑Corporation ❑General Partnership ❑Privately-Owned Public Utility
El Federal State ID Municipal ❑County
j�,CA(t C/4t M Z v 4-do
3. Signature authority's name: per 15A NCAC 02T.0106(b)
Title:
4. A licant's g address: 71 5-5 3 c t
wk.virPtCity: State: /'� Zip: (O
5. Applicant's contact 152 mf z y 7 Q S 7
Phone number:( ) - Email Address: /V//f
II. PROJECT INFORMATION: ""1--
� ��
1. Project name:
2. Application/Project status: Py. oposed(New Permit) ❑Existing Permit/Project
If a modification,provide the existing permit number: WQ00 HA and issued date: /V/04"
If new construction but part of a master plan,provide the existing permit number: WQ00M
3. County where project is located: 6 e 4(1- (2 tt t
4. Approximate Coordinates(Decimal Degrees):Latitude: 31 6 Sg Longitude:- 76`
III. CONSULTANT INFO IilyI jal. is(�I 4 CiSv))/
1. Professional�,/ En(gin er: License Number: ?Z V e
Firm: G 1 GJd n i -1- /"4.
Mailing adliress:/I0 Pt/9 S f cv 44 Sr�
ivia ikafff 7°'
City: ��r State: Al G Zip: 7-'2 gOg II
Phone nur dr:(.— 175 3 Y?L Email Address: At r fet n fG /tom dsv y ®�/►''w
IV. WASTEWATER TREATMENT FACILITY(WWT FORMATIO
1 ' or- 4.1214 T rr� ` 2--1. Facility Name: 'etPermit Number: 7-6
Owner Name: r9 L4/14 °( 'ai2-1k4✓2-"/ q i 7 b
G✓Q Dv/
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): 60 Lb "2-
,
System Wide Collection System Permit Number(s):/t."
Owner Name(s): ToI,Jr/ 0'r k
I
FORM:ASEA 10-23 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been submitted?
❑Yes ❑No /A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM: DEV)been submitted?
❑Yes rNo ❑N/A
3. If the Applicant is a Home/Property Owners'Association,has an Operational Agreement(FORM: HOA)been submitted?
❑Yes No ON/A
4. Ori:"s of wastewater:(check all that apply):
a Residential Owned ❑Retail(stores,centers,malls) ❑Car Wash
IN 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. Is/was an Environmental Assessment required under 15A NCAC 01 C? ❑Yes XNo
If yes,submit the appropriate final environmental document(FONSI,ROD,etc.)
6. Nature of wastewater: /CO %Domestic/Gm... a1 %Other waste—specify:
%Industrial(See 15A NCAC 02T.0103(20))
7. Wastewater generated by project:#Z Y0 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes
Ifves,provide a copy of approval >P1o
8. Summarize wastewater generated by project:
Establishment Type Daily Design Flow a No.of Units Flow
412-j./ttW /a c t.¢i,rc-e 2, `f(9 gall d �4� / Z/Q GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total GPD
a See 15A NCAC 02T .0114(b), (d),(e)(l)and(eX2) 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 below shall be determined using
available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
I
FORM:ASEA 10-23 Page 2 of 5

VII. PRESSURE SEWER DESIGN --TERIA— 15A NCAC 02T.0305:
I. Number of simplex pump stations(STEP tanks/effluent pumps,vacuum pits,etc.)provided: /
2. What is the nearest 100-year flood elevation to the facility? 5 et mean sea level
Is any of the proposed project located within the 100-year flood plain?El Yes No
3. If Yes,are the following items provided per 15A NCAC 02T.0305(e):
Water-tight seals on all station hatches and manholes;and
Control panels vents extend two feet above the 100-year flood plain elevation? ❑ Yes ❑No X N/A
If No,what measures are being taken to protect them against flooding?
4. Volume of storage in wet well above pump on elevation: 217 Gallons(include calculations) SEtT la/2 3/ S/t-C-
G/1io4 GhZ rTA-rfe
5. How power reliability will be provided in accordance with 15A NCAC 02T.0305(h)(D): O • s eri
II:, Wet well storage provides 24 hours worth of wastewater storage;or
❑ Wet well storage provides wastewater storage based on power reliability and response times
(See"Policy for Meeting Reliability Requirements")
➢ Provide 3 years of power history date in the area.
➢ Provide response time to replace a failed pump. This would include travel time,time to replace pump,etc.
➢ Wet well storage would be based on whichever is greater.
All other pump stations meet the reliability requirements of 15A NCAC 02T .0305(h)(I): ❑Yes ❑No ,N/A
6. Summarize simplex pump station design elements:
Design Element Plan Sheet Specification
Reference Reference
Emergency Contact Placard or Sticker PI 5'
Screened Wet Well Vent 8 S
Restricted Access Details $'
Control Panel f 2-1/ 3�/ 3/J 37-
High Water Alarms(Audible&Visual) /
Valves(Check, Gate,etc) 9 (z(r � 2/ ` 7 7, 2.5-(2 4,
Air Relief Valves
/y/h- H/4
7. Summarize the pipe length by diameter to be permitted. Lines from a building to the septic or pump tank should be excluded.
(provide attachments if necessary)
Zone From Node To Node Diameter(in) Length(feet) It Pumps in Zone Pump Model
Specified for Zone
A 1 t 1, 0.0 .i- E- X2 142#2.3/
8. Air release valve station locations per 15A NCAC 02T.0305(i)(provide attachments if necessary)
Air Release Valve# Station Plan Sheet Reference
HOB
3
FORM: ASEA 10-23 Page 3 of 5

VIIL SETBACKS& —(02B.0200& 15A NCAC 02T.0305(f)).
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(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
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
**My 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.0305(f)cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f)or(g). see Section IX of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) eX Yes ❑No ❑N/A
> See the Division's draft separation requirements for situations where separation cannot be me
> 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ttYes ❑No ❑N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑Yes No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? Igt Yes ❑No
Per 15A 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 ' o
➢ If yes,include an attachment with details for each line,inclu g 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(ax5)or the permitee's individual System-Wide Collection permit.
FORM:ASEA 10-23 Page 4 oI'5

1
IX. CERTIFICATIONS:
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 S wer 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 request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification: I
I, � d I—, /21 (tic cOV attest that this application for
(Professional Engineer's name from Application Item III.1.)
fi/C/1'(1-440 Chcue-v /'14o gelo
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, I
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 this application package and its instructions, as
well as all applicable regulations and statutes. 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.
North Carolina Professional Engineer's seal,signature,and date:
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3. Applicant's Certification per 15A NCAC 02T.0106(b): -'`` ' /�8�' �' '�
n . rot.i. to
I, I`/4-4-rt.d o C h Q 2- "MK?�- OG✓#.f /( • attes't`that this application for
(Signature Authority's name&title from/Application Item I.3.)
i. /G/4-n- eiA,/fiJe Z A 0/ /1-d,
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 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. As the permittee for the pressure sewer system, I understand I will be
required to own,maintain,and operate all individual pump stations.
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 of to ex eed$10 000 as well as civil penalties u to$25,000 per violation.
Signature: 1' < l tAti-C't. NL ,r t Date: — 2
FORM: ASEA 10-23 Page 5 of 5

r �
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Ricardo Chavez Morgando
Project Name for which flow is being requested: Ricardo Chavez Morgando homesite
More than one FTSE may he required for a single project if the owner of the WWTP is not responsible fir 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: Town of Belhaven WWTP
b. WWTP Facility Permit #: NC 0026492
All flows are in MGD
c. WWTP facility's permitted flow 1.00
d. Estimated obligated flow not yet tributary to the WWTP 0.109
e. WWTP facility's actual avg. flow 0.215
f. Total flow for this specific request 0.00036
g. Total actual and obligated flows to the facility 0.32436
h. Percent of permitted flow used 32.44%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated.
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity. * (Finn/pf). Avg. Daily Daily Flow. Obligated Available
Number) No. MGD MGD Flow.MGD MGD Flow Capacity***
Pantego 0.504 0.202 0.023 0.090 0.113 0.089
* 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): Town of Belhaven WWTP
Downstream Permit Number: NC 0026492
Page 1 of 6
FTSE l0-1R

III. Certification Statement.
I Stephen A Hall 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.
a / - ' /0/,)y,L6a3
Signing ffncial Signature Date
l41A1574-eII971 7L LS-4be-4I/ndo/t
Title of Signing Official
Page 2 of 6
FTSE 10-18

, 1
/
NICHOLAS M.IBARRA
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_ _ /_ ---- --- (LOCATION APPROXIMATE)
- _SEED TICK NECK ROAD
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PAVEMENT
U.S. HIGHWAY 264 EXISTING
—_ 700' RIGHT OF WAY 12" WATER LINE
— — _ _ _ —_----- SITE PLAN
----_
_ SHEET 1 OF 3
40 ■ ■ ■ ■0 40mmiiii
80 120 SEWER PERMIT APPLICATION
■ ■ ■ ■ ■
GRAPHIC SCALE — FEET 21553 US HIGHWAY 264 EAST
PINETOWN,NC 27865
—�_ PROPERTY OF:
/ SR , ah
p VILKINSON 4 RICARDO CHAVEZ MORGADO
7 •
SR• �. • GAYLORD 7O S.R�PANTEGO PANTEGO TOWNSHIP BEAUFORT COUNTY
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NORTH CAROLINA
d+ S•R 161
PS��?V~ 6 atz �C,S9L SCALE: 1" = 40' SURVEY DATE: DECEMBER 13, 2022
SITE SURVEYED BY: HOOD RICHARDSON, P.A. C-576
SR 16 c' S•R• 171q ENGINEERS-PLANNERS
�9 ��ti�' 110 WEST 2ND STREET
AREA MAP /P� S,R 1715 WASHINGTON, N.C. 27889
NO SCALE PHONE: [phone]
22-01-276 GAM

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SHEET 2 OF 3
CROSS SECTION O TO OB
TOPOGRAPHY IS FLAT SEWER LINE CROSS SECTIONS
ELEVATION DATUM: N/A (ELEVATIONS ARE APPROXIMATE)
HORIZONTAL SCALE: 1" = 30' RICARDO CHAVEZ MORGADO
VERTICAL SCALE: 1" = 2'
PANTEGO TOWNSHIP BEAUFORT COUNTY
NORTH CAROLINA
DATE: JANUARY 3, 2024
BY: HOOD RICHARDSON, P.A.
ENGINEERS-PLANNERS
110 WEST 2ND STREET
WASHINGTON, N.C. 27889
PHONE: [phone]
GAM 22-01-276-C

NOTE: THERE ARE OTHER UNDERGROUND UTILITIES IN THE
U.S. 264 RIGHT OF WAY. THESE UTILITIES MUST BE
MARKED BEFORE CONSTRUCTION ACTIVITIES BEGIN.
THERE IS AN UNDERGROUND TELEPHONE LINE NEAR
THE RIGHT OF WAY LINE.
w
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Q NOTE: ALL JOINTS AND FITTINGS MECHANICAL Q
o (NO THREADED FITTINGS) 0
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US 264 EAST cc
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RIGHT—OF—WAY
i
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EXISTING 4" FORCE MAIN
DOUBLE CHECK VALVE
1-1/4" SDR 11
200 PSI HPDE PIPE LINE
OR PVC EQUIVALENT
SEWER TAP SCHEMATIC
DETAIL — NO SCALE
SHEET 3 OF 3
AREA MAP
SEWER TAP SCHEMATIC
NO SCALE tp ,S o o
WELKINSON 4. RICARDO CHAVEZ MORGADO
SR 1621iho rn, 4T1
d p
N SR 1624 f61/ P ANT EGO
SR• PANTEGO TOWNSHIP BEAUFORT COUNTY
_ 76 At
_ '6� NORTH CAROLINA
SR1616 N � SCALE: NO SCALE DATE: JANUARY 3, 2024
�
°. �^ c„ BY: HOOD RICHARDSON, P.A.
o# S$/703 na V ENGINEERS—PLANNERS
SITE* 110 WEST 2ND STREET
11 WASHINGTON, N.C. 27889
3 PHONE: [phone] Jo
GAM 22-01-276—B

.4
REQUIREMENTS
NOTE 1: ALL CONCRETE 3,000 LBS. CLASS A, MINIMUM.
NOTE 2: CONTRACTOR TO LOCATE ALL UTLITITY LINES ON SITE. LOCATION OF KNOWN UTILITY LINES SHOWN ARE APPROXIMATE.
NOTE 3: ALL PAVEMENT TO N.C.D.O.T. STANDARDS.
NOTE 4: THE CONTRACTOR IS REQUIRED TO POST ALL BONDS REQUIRED BY PUBLIC AGENCIES AND TO RECOVER THE SAME.
NOTE 5: IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE BARRICADES, SIGNS, LIGHTS AND OTHER
DEVICES NECESSARY TO INSURE THAT NO DAMAGE WILL BE SUSTAINED BY OTHERS DUE TO INADEQUATE WARNING OF HAZARDS CREATED BY
THE CONSTRUCTION OPERATION. ANY DAMAGE TO THE CONTRACTOR'S WORK OR RESULTING FROM HIS WORK SHALL BE THE CONTRACTOR'S
SOLE RESPONSIBILITY.
NOTE 6: BEFORE THE PIPE IS LAID IT SHALL BE EXAMINED FOR DEFECTS AND ALL DIRT AND LOOSE MATERIAL OF ANY SORT SHALL BE
REMOVED. AFTER THE PIPE IS IN PLACE THE CONTRACTOR SHALL KEEP THE TRENCH FREE OF STANDING WATER AND OTHER AND OTHER
FOREIGN MATERIALS.
NOTE 7: PIPE INSTALLATION SHALL BE TRUE TO LINE AND GRADE. ANY UNNECESSARY VERTICAL OR HORIZONTAL MISALIGNMENT OF THE
PIPE SHALL NOT BE ALLOWED ALL PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE PIPE MANUFACTUER'S RECOMMENDATION.
NOTE 8: AFTER PIPES HAVE BEEN LAID AND APPROVED, BACKFILLING SHALL BE PLACED AROUND THE PIPE IN LAYERS OF SIX INCHES
MAXIMUM THICKNESS. EACH LAYER SHALL BE TAMPED TO THE SATISFACTION OF THE ENGINEER. BACKFILL MATERIAL SHALL BE FREE OF
STONES OR LARGE CLODS OF DIRT. NO EQUIPMENT SHALL BE PERMITTED TO RUN OVER THE PIPE UNTIL AT LEAST THREE FEET OF PROPERLY
COMPACTED BACKFILL IS IN PLACE. NO WATER SETTING WILL BE ALLOWED IN CLAY SOILS, BUT IT MAY BE PERMITTED IN SANDY SOILS AT THE
OPTION OF THE ENGINEER. THE ENGINEER MAY REQUIRE BEDDING IN CLAY SOILS. BEDDING SHALL BE 6 INCHES OF GRAVEL OR GRANULAR FILL
NOTE 9: ALL UTILITIES AND STRUCTURES THAT ARE UNCOVERED BY THE EXCAVATION PROCESS AND LEFT IN THE TRENCH SHALL BE
CAREFULLY SUPPORTED AND PROTECTED FROM INJURY BY THE CONTRACTOR'S OPERATION. AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION THE CONTRACTOR SHALL NOTIFY UTILITIES LOCATING COMPANY, INC. (ULOCO) — TEL [phone], OR AS IS PUBLISHED
IN THE LOCAL TELEPHONE DIRECTORY, IN ORDER THAT EXISTING UTILITIES IN THE AREA MAY BE FLAGGED AND STAKED.
NOTE 10: CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO
SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION
TO THE FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF MANHOLES AS REQUIRED TO MATCH FINISHED GRADES.
NOTE 11: THE CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS
FROM FLOWING ONTO ADJACENT PROPERTIES. THIS CAN BE ACCOMPLISHED BY SMALL TEMPORARY SEDIMENT
PONDS, SILT FENCES OF STEEL WIRE AND BURLAP OR BARRIERS OF CEDAR TREES AND/OR BALES OF STRAW.
CONTRACTOR SHALL COMPLY WITH ALL LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR
SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES WHEN PERMANENT GROUND COVER HAS BEEN ESTABLISHED.
NOTE 12: CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY EXISTING STRUCTURES. FENCES, DEBRIS, OR TREES AT THE TIME
THIS CONTRACT IS AWARDED.
NOTE 13: UNUSED EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING
SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER OR HIS ENGINEER ON SITE.
NOTE 14: ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
NOTE 15: BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK THE ITEMS ESTABLISHED BY THE
SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT.
LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS, AT NO EXPENSE TO THE OWNER,
UNTIL SUCH POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISIFACTION.
NOTE 16: CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS. AND
OTHER TRAFFIC CONTROL DEVICES WITH OTHER CONTRACTORS ON THE SITE.
NOTE 17: DO NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED AND APPROVED BY PROJECT
MANAGER AND/OR ENGINEER.
NOTE 18: ALL CONCRETE SHALL BE 3000 PSI CLASS A, MINIMUM.
NOTE 19: CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT
PREVENTION I CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC., AND THE SAFETY AND
HEALTH REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR.
NOTE 20: CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION
OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED BY THE TOWN OF BELHAVEN DEPARTMENT OF PUBLIC
WORKS AND OWNER PRIOR TO BEING COVERED.
NOTE 21: ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS IMPOSED BY
LOCAL UTILITY, AND THE TOWN OF BELHAVEN.
NOTE 22: THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTILITY AUTHORITY FOR CONNECTION TO THE
EXISTING PIPE LINES.
NOTE 23: CONTRACTOR SHALL ADJUST LOCATION OF PROPOSED SEWER LINES AS REQUIRED TO AVOID CONFLICTS WITH
STORM SEWER OR OTHER UTILITIES.
NOTE 24: THE CONTRACTOR SHALL COOPERATE AND WORK WITH OTHER CONTRACTORS ON THE SITE.
NOTE 25: ALL MATERIALS SHLL BE U.L LISTED AND FACTORY MUTUAL APPROVED UNLESS DIRECTED OTHERWISE BY THE OWNER.
NOTE 26: THE EXISTING UTILITY FACILITIES AND LOCATIONS SHOWN ON THE DRAWINGS ARE TAKEN FROM AVAILABLE INFORMATION.
THE ACTUAL LOCATIONS OF THE UTILITY FACILITIES MAY VARY SOMEWHAT FROM THE LOCATIONS SHOWN AND
THERE MAY BE UTILITY FACILITIES EXISTING THAT ARE NOT SHOWN OR INDICATED ON THE DRAWINGS. THE
CONTRACTOR SHALL CONTACT ALL AGENCIES WITH UTILITY FACILITIES IN THE VICINITY OF THE WORK AND
SHALL LOCATE ALL UNDERGROUND FACILITIES BEFORE BEGINNING WORK. THE CONTRACTOR SHALL PROTECT
ALL UTILITY FACIUTIES AND REPAIR ANY DAMAGES.
NOTE 27: FOR THE WORK ON THE STATE OR CITY RIGHT—OF—WAY, THE CONTRACTOR SHALL:
A: NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT—OF—WAY. THE
PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR EXCAVATION WASTE FROM TRUCKS OR
OTHER EQUIPMENT. ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE
REMOVED FROM THE RIGHT—OF—WAY.
B. PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, 4`S t�' '.e„
FLAGS, LIGHTS, BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL AUTHORITIES 4'�, / �� ``,
AND IN ACCORDANCE WITH THE STATE AND CITY REGULATIONS. THE CONTRACTOR SHALL :Z� i
BE SOLELY RESPONSIBLE FOR ANY CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE
PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING PUBLIC.
C. COMPLETE THE WORK TO THE SATISFACTION OF THE TOWN OF BELHAVEN PUBLIC .... r„, • s,.• s
WORKS DEPARTMENT AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. i �„';'" C)::
D. POST AND RECOVER NECESSARY BONDS AS REQUIRED BY THE CITY AND/OR STATE. o ' ,A
NOTE 28: DUCTILE IRON PIPE, CLASS 50 CONFORMING TO AWWA STANDARD C-151. DUCTILE IRON PIPE FITTINGS SHALL CONFORM ^`�.9• y
TO AWWA C111 OR AWWA C153. ,,_.•?
NOTE 29: 36 INCH MINIMUM COVER REQUIRED OVER ALL PIPING. ;r
NOTE 30: ENGINEER INSPECTION REQUIRED. CONTRACTOR REQUIRED TO GIVE NOTICE AT LEAST 48 HOURS BEFORE CONSTRUCTION BEGINS:"... V. %
NOTE 31: CONTRACTOR REQUIRED TO GIVE NOTICE TO TOWN OF BELHAVEN WATER DEPARTMENT AT LEAST 48 HOURS BEFORE,CONSTIO/f`7+OI�T\NGa13.NOTE 32: CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO AND THE LOCATING OF ALL UNDERGROUND UTILITIES. 101.
NOTE 33: BEFORE APPLYING THE SPECIFIED TEST PRESSURE, ALL AIR SHALL BE EXPELLED FROM THE PIPE. IF OUTLETS ARE TRIAL lIAB AT HIGH
PLACES, THE CONTRACTOR, SHALL MAKE THE NECESSARY TAPS AT POINTS OF HIGHEST ELEVATIONS BEFORE THE TEST IS MADE. THE COST OF
THE TAPS TO VENT THE AIR SHALL BE INCLUDED IN THE BID.
NOTE 34: TESTS MAY BE MADE IF ISOLATED PORTIONS OF SUCH PIPING AS WILL FACILITATE GENERAL PROGRESS OF THE INSTALLATION. ANY REVISIONS MADE
IN THE PIPING SYSTEMS WILL SUBSEQUENTLY NECESSITATE RETESTING OF SUCH AFFECTED PORTIONS OF THE PIPING SYSTEMS.
NOTE 35: DO NOT TEST AGAINST CLOSED VALVES OR GATES TO PRESSURE HIGHER THAN THE ALLOWABLE SEATING PRESSURES FOR INDIVIDUAL VALVES.
CONTRACTOR MAY TEST OPEN VALVES AT PRESSURES UP TO THAT SPECIFIED FOR THE VALVE BODIES. IN SECTIONS OF THE LINE WHERE THE
TEST PRESSURES ARE GREATER THAN THE ALLOWABLE SEATING PRESSURES FOR THE VALVES, THE CONTRACTOR SHALL PROVIDE TEMPORARY
PLUGS TO TEST AGAINST. PRIOR TO PRESSURE TESTING OF BURIED PIPING, BACKFILL SHALL HAVE BEEN PARTIALLY PLACED AND TAMPED TO
PROVIDE ADEQUATE SIDE SUPPORT FOR ALL PIPE AND FITTINGS, AND REACTION BACKING SHALL HAVE BEEN IN PLACE AT LEAST 5 DAYS. AT
JOINTS TRENCHES SHALL BE SUFFICIENTLY OPEN FOR JOINT INSPECTION.
NOTE 36: ANY DEFECTIVE MATERIAL OR DEFECTS IN WORKMANSHIP THAT DEVELOP DURING THE TESTS SHALL REMEDIED AND THE SUBJECT PIPING SHALL BE
RETESTED.
NOTE 37: CONCRETE BLOCKING SHALL BE INSTALLED TO PREVENT MOVEMENT OF VALVES AND FITTINGS. THE CONCRETE SHALL BE 3000 PSI CONCRETE.
NOTE 38: VALVE BOXES. VALVES SHALL BE SET PLUMB WITH THE BOTTOM OF THE BOX DIRECTLY OVER THE VALVE AND PLACE IN SUCH A MANNER
SO AS TO PLACE ANY UNDUE STRESSES OR PRESSURE ON ANY PART OF THE PIPE OR VALVES AND IN SUCH A MANNER THAT THE VALVES
MAY EASILY OPENED AND CLOSED FROM THE GROUND SURFACE. THE CONTRACTOR SHALL ADJUST VALVE BOXES TO FINAL GRADE AT THE
TIME ADJUST VALVE BOXES TO FINAL GRADE AT THE TIME DESIGNATED BY THE ENGINEER. NO ADDITIONAL COMPENSATION WILL BE MADE I
FOR VALVE BOX ADJUSTMENT.
NOTE 39: ALL FITTINGS TO BE CONCRETE BLOCKED.
NOTE 40: ALL VALVE BOXES SHALL BE PROTECTED BY AN 24" DIAMETER BY 3" PRECAST CONCRETE DONUT.
NOTE 41: DUCTILE IRON PIPE: SHALL BE CLASS 50 WITH PUSH ON JOINTS AND MEET REQUIREMENTS OF ANSI A21.50. SHALL
BE INSTALLED TO MANUFACTURER'S SPECIFICATION. FLANGE AND GASKET MAY ALSO BE USED WHEN SPECIFIED ON DRAWING.
NOTE 42: BORING, LEVELING GUIDES REQUIRED AT MINIMUM 20' INTERVALS. GUIDES MUST BE TREATED MARINE GRADE WOOD OR MORE PERMANENT MATERIAL.
ALL CASINGS MUST BE STEEL WITH A MINIMUM WALL THICKNESS OF 0.25 INCHES.
NOTE: COMPLIANCE WITH THE 'TOWN OF BELHAVEN, NORTH CAROLINA DEPARTMENT OF PUBLIC WORKS
WATER AND SEWER SYSTEM SPECIFICATIONS' IS REQUIRED.
SHEET 1 OF 2
wu
1621 • nnsoH G75 ��, AROA MAP SEWER SPECIFICATIONS
,, RICARDO CHAVEZ MORGADO
1624 1621
1623 • — f'ANTEGO TOWNSHIP BEAUFORT COUNTY
= NORTH CAROLINA
61 —X_ 1628 tDATE: JANUARY 3, 2024
1704 BY: HOOD RICHARDSON, P.A.
s1a 3
ENGINEERS—PLANNERS
nos 2 \ 110 WEST 2ND STREET
SITE*
WASHINGTON, N.C. 27889
PHONE: [phone]
22-01-276—D GAM

•
6.04 Force Main Testing
A. General
1. Prior to testing any segment of force main,care shall be taken to prevent the pipe
from moving while under pressure.
2. Temporary taps and air releases shall be permissible to facilitate testing.
3. Water used for testing force main installations shall either be disposed in a
nearby sanitary sewer, as authorized by the local sewer authority, or in another
location in accordance with state and federal laws and regulations.
4. All testing shall be performed in the presence of the applicant, the PE, or other
authorized representative.
5. The results of all testing shall be maintained by the applicant as part of the
construction record documentation as stipulated in Section 1.03B.
B. Force mains shall be installed in a manner such that pipe deflection is minimized.
C. Pressure Testing
1. A hydrostatic pressure test shall be performed on each segment of installed force
main.
2. The test shall be performed after the force main has been backfilled and at least
seven days following the pouring of the last thrust block.
3. The following procedures shall he followed in performing hydrostatic pressure
tests on force mains:
a. The force main segment shall be carefully filled with water at a velocity
of approximately one foot per second. Water may be introduced from
either the pump station or a temporary connection made in the force
main. Appropriate measures necessary to eliminate all air from the force
main shall be taken during this process.
c. Once full of water, the force main segment shall be pressurized and
allowed to stabilize at a minimum test pressure of 1.5 times the
maximum design pressure of the force main pipe material.
d. This pressure shall be maintained for at least two consecutive hours.
e. If the stated pressure cannot be maintained, the applicant is responsible
for assuring that the cause of test failure is determined, all necessary
repairs are made, and repeating the hydrostatic pressure test until the
force main segment passes.
The pressure test may be performed concurrently or separately with the leakage test as
required in Section 6.04D.
D. Leakage Testing
1. A leakage test shall be performed on each segment of installed force main at the
hydrostatic pressure test stipulated in Section 6.04C.
2. Leakage shall be defined as the quantity of water required to maintain a pressure
within five pounds per square inch of the specified test pressure after the pipe has
been filled with water and all air has been expelled.
3. Leakage shall be measured with a calibrated test meter and shall not exceed the
amount given by the following formula:
L = SDI/I' S=length of pipe(feet)
L =leakage(gph)
133,200 D=nominal diameter of pipe segment tested(inches)
P=test pressure(pounds per square inch)
All visible leaks shall be repaired regardless of the amount of leakage. If leakage
exceeds this rate, the applicant is responsible for assuring that the cause of test
failure is determined, all necessary repairs are made, and repeating the test until
the force main segment passes.
4. The leakage test may be performed concurrently or separately with the leakage
test stipulated in Section 6.04D.
E. Each layer of fill or backfill over the force main shall be compacted to a density needed
to accommodate the use of the force main installation area or as otherwise may be
required (e.g., encroachment agreement with the North Carolina Department of
Transportation,etc.)
SHEET 2 OF 2
•WILKINSON 1825 ANO REA MAP
SEWER SPECIFICATIONS
1821 */*
IVNTEGO
RICARDO CHAVEZ MORGADO
1824 1821
1823 � - - PANTEGO TOWNSHIP BEAUFORT COUNTY
NORTH CAROLINA
1616 DATE: JANUARY 3, 2024
1704 BY: HOOD RICHARDSON, P.A.
1816t:// ENGINEERS—PLANNERS
1705 1 110 WEST 2ND STREET
SITE * WASHINGTON, N.C. 27889 7
PHONE: [phone] ) !/
22-01-276—E GAM

c/Mil
iNic
= i�ci?7� .k_i
Nq _FL 4 / 7j34V (111General Features
The model WH471 or WR471 grinder pump station is a complete unit that
includes: the grinder pump, check valve, polyethylene tank, controls, and alarm
panel. Designed specifically for higher-flow applications where local codes
dictate higher storage requirements. The lower portion of the tank has a smaller
diameter, tapered down to a dish-shaped bottom. The tank access opening is
ideally sized for smaller diameter, low-profile covers for minimal"footprint."
• Rated for flows of 2000 gpd (7571 1pd)
—L�=— • 476 gallons (1802 liters) of capacity
1� ' • Standard j�1� outdoor heights range from 77 inches to 122 inches
The WH471 is the"hardwired,"or"wired," model where a cable connects the
motor controls to the level controls through watertight penetrations.
/�I—�_ The WR471 is the"radio frequency identification" (RFID), or"wireless,"model
1 that uses es wireless technology
n� to communicate between the level controls and the
��� �� ; motor controls.
IIJIIiiLIIJ1ii
• OperationalInformation
/Motor
■ 1 hp, 1,725 rpm, high torque, capacitor start, thermally protected, 120/240V, 60
I =li��'l Hz, 1 phase
II
��� Inlet Connections
-' j 4-inch inlet grommet standard for DWV pipe. Other inlet configurations available
', __r from the factory.
Discharge Connections
_� Pump discharge terminates in 1.25-inch NPT female thread. Can easily be
adapted to 1.25-inch PVC pipe or any other material required by local codes.
Discharge
15 gpm at 0 psig (0.95 Ips at 0 m)
11 gpm at 40 psig (0.69 Ips at 28 m)
7.8 gpm at 80 psig (0.49 Ips at 56 m)
Accessories
E/One recommends that the Uni-Lateral, E/One's own stainless steel check
315 valve, be installed between the grinder pump station and the street main for
Patent Numbers: 5,752
added protection against backflow.
5,562,254 5,439,180
Alarm panels are available with a variety of options, from basic monitoring to
advanced notice of service requirements.
NA0210P01 Rev C
The Remote Sentry is ideal for installations where the alarm panel may be hidden
from view.
13

OPTIONS : r , W I-i 471 LEVELRCONTROLS)
IIWR471 LEVEL I CONTROLS)
HDPE LID
/ —POLYETHYLENE COVER
E/ONE EQUALIZER --, / SHROUD ASSEMBLY
/ W/INTEGRAL VENT 1
-_�_-
i infp PROTECTIVE CABLE(POLYETHYLENE)SHROUD
ELECTRICAL QUICK
DISCONNECT (EQD) -A `���~1
NEMA 6P �ti
\��� ►� p POWER/ALARM CABLE
4„'• (6 CONDUCTOR)
MT la
DIRECT BURY
POLYETHYLENE n
MOLDED TANK
476 GAL (1802 L) N 1011 If "1111\
111.111111111111111.1
■
QUICK DISCONNECTIl
ASSEMBLY,
PVC SLIDE FACE
DISCHARGE FIG \\
1-1/4" FEMALE \ \
NPT, SS OM '
COMBINATION CHECK ,!-!_ ■
VALVE / ANTI-SIPHON �I�
VALVE FLAPPER TYPE iIi��III 41.111‘111 /—INLET, EPDM GROMMET
COMBIN) I, — TO✓ 50"
(NORYLACCEPT 4.� ! ■ ' / (114 mm) OD PVC
ALARM I .....,
j ��� iI PIPE (STANDARD).
I��I DUST COVER SUPPLIED
f- '.�I�l lM J FOR SHIPMENT (NOT
_ SUITABLE FOR
25.84" _ _,�_ BURIAL)
(656 mm) ON ��[] �� t
175 gal OFF' ` I��r DISCH1-1/4ARGE HO32 SE FLEXIBLE
(662 L) (453 17.84" _III I
mm) I Ili
117 gal
(443 L) _ I
viir if
13.84" II
(352 mm) "
89 gal
(337 L)
SGS SGS 12/23/10 B 1/16
DR
SEMI-POSITIVE DISPLACEMENT TYPE PUMP BY CHK'D DATE ISSUE SCALE
DIRECTLY DRIVEN BY A 1 HP MOTOR m,
n
,,,, ,
e Wy,
CONCRETE BALLAST %,6;;V %G/G
MAY BE REQUIRED SEWER SYSTEMS
SEE INSTALLATION INSTRUCTIONS
FOR DETAILS MODEL WH471 / WR471
DETAIL SHEET
NOTE: DIMENSIONS ARE FOR REFERENCE ONLY N A 0 210 D 0 2

1
v P T I O N S : 1 W n 4 71 - 7 7 LEVELRCCON RODLS)
I W R 71 - 7 7 WIRELESS
LEVEL CONTROLS)
FLAT FRP LID /,-- MUSHROOM VENT (813 mm)
GRADE MUST SLOPE (FIELD INSTALLED)
AWAY FROM STATION ,
GRADE n — —
14,Itta.444:
36.0"
(914 mm) II
COVER
OVER
DISCH I I I 44.3"
(1125 mm)
j INVERT
i i
DEPTH
- ---- II�li_ iii0
' 77.1"
(1958 mm)
mini
la Ar
(975 mm) 138.4" "Mil hi en il
=
DISCH �_i_ I
32.8"
lair , (833 mm)
_ INLET
Aim
it Mr
DISCHARGE 1-1/4
DIS
SS -- 0 47.5" -- INLET: EPDM GROMMET FOR
NPT, (1207 mm) 4" DWV PIPE ST
ems- — 0 51.4"-----_— (STANDARD)
(1306 mm)
SGS SOS 12/23/10 A 1/16
DR BY CHK'D DATE ISSUE
trwtr
CONCRETE BALLAST MAY BE REQUIRED SEWER S TEM/s
SEE INSTALLATION INSTRUCTIONS -
FOR DETAILS MODEL WH471-77 / WR471-77
NOTE- DIMENSIONS ARE FOR REFERENCE ONLY NA 0210P03 i)

T I ® N S : 1W11)471 - 9 2 (HARD WIRED
LEVEL CONTROLS)
J W R 4 7 1 - 9 2 LEVERELESS
LICONTROLS)
GRADE MUST SLOPE.
AWAY FROM STATION
\
7 �`
11
GRADE
'�'� t. - � r-
ii
No
48.9"
(1242 mm)
COVER
OVERIII 1111j1 •DISCH 57.8"(1468 mm)
: Al111III!ciIiiike1
93.0"
- (23mm)
EEy _ -
38L
T .Li_ _
-(975 mm) jaM
DISCH _ii= 32.8"�!a! (833 mm)
�� INLET
MOMMIEft
VIM.fill
J L_-
ISCHARGE 1-1/4 kow 0 47.5" —
NPT, 5S I (1207 mm) INLET. EPDM GROMMET FOR
I�
51.4" 4" DWV PIPE (STANDARD)
(1306 mm)
SGS SGS 12/23/10 A 1/16
DR BY CHK'D DATE ISSUE SCALE
e >, fit.,
CONCRETE BALLAST MAY a` A ; ; ''
BE REQUIRED SEWER SYSTEMS
SEE INSTALLATION INSTRUCTIONS -
FOR DETAILS MODEL WH471-92 / WR471-92
NOTE: DIMENSIONS ARE FOR REFERENCE ONLY N A 0 210 P 0 L j6

L
O •r ' ® W H `'t 71 — l 2 2 LEVELRCONTROLS)
riwR471 1 2 2 RELESS
LEVELICONTROLS)
GRADE MUST SLOPE ,
AWAY FROM STATION '
GRADE •• a 1�''
, ' '/4../4,Wirirlillape.AVii;'• ';"\.' -
ii
ii
87.6"
��o "umiakINVERT
(2225mm)
+ri��1���� DEPTH
78.7" ii
(1999 mm)
COVER D
OVER `��a/
DISCH �_,111111111=1 INN���`�� 122.8"
pii (3119 mm) 11
OIIIM III.
_1 IR.7...............!
1 �!■i..�� ■ it ii • ■....■.ee
ni 0
38.4" ... .■� is ;�
_____
(975 mm) ���
DISCH �!�! i 32 8"
`a:111/ I
(833 mm)
INLET
-- ___ ______ __
DISCHARGES 1-1/4 � __ - ---- --
NPT, SS (1070 7 - INLET: EPDM GROMMET FOR
4" DWV PIPE (STANDARD)
0 51.4" --------- -
(1306 mm)
SGS SGS 12/23/10 A 1/16
-- . ..
DR BY CHK'D DATE ISSUE SCALE
eINN I /1
qv i_ d, ,..
CONCRETE BALLAST MAY BE REQUIRED SEWER SYSTEMS SEE INSTALLATION INSTRUCTIONS
FOR DETAILS MODEL WH471-122 / WR471-122
NOTE: DIMENSIONS ARE FOR REFERENCE ONLY \A O 2 1 O
0 5 /7

LONE SPD PUMP PERFORMANCE CURVE
100 GRINDER PUMP, 1HP, 1725 RPM
III.111111111
230
■
95 220
90 11111111
■■■■■ 210
85 111111111111111111111 111 200
r11.11111111111111
80 LOW PRESSURE SYSTEM DESIGN PRESSURE 7 190
■
75 __ 180
CONSULT FACTORY
FOR INTERMITTENT 170
70 111111111111111
OR 1ABOVE 80 PSI
85 FEET TDH II
65 11II & rn-
_____________________ 140
55
D 50 EEEE!! 111T11
45 110
= 40 ■ 100wo ■aw 1111111111
90o = 35
,�o
■
J U
■■■■■®. 80 wwaz 30 z~ 25 ■
111111.11111111.111611111111111111111 60 a
0 20 ■■ w
,� ■ 50
15 1111111111111111111111111111
40
■
10 iiii_iiiiii_iiii
p
30
5 IIIIINIIIIIIIMIIMIIIIIII
20
0 ■■■ 10
i
■■■ 0
■■■
■■■ 10
-MUEEUEI'
IN :::
-2025 ■■
-60
p 2 4 6 8
10 12 14 16 18
DISCHARGE (Q), GPM
if
ESD 08-0022 REV. 2 A/nR

Forced Sewer Main Service Lateral Kits
SDR 11 HDPE Pipe featuring
SS Valves and Engineered Thermoplastic Fittings
IITI]II
-• I113,�yL ■I�I�TO MAIN
_ = Standard Features
• • Compression couplings for 1-1/4"
SDR 11 HDPE pipe
• All fittings rated for 150 psi service
pressure, minimum
• Fittings provided for field assembly
• Integrated stainless steel ball valve
curb stop and stainless steel check
valve assembly
Description • Arch pattern curb boxes in heights
These kits feature all components from 1-1/2 feet to 8-1/2 feet
commonly needed to connect an • Curb boxes are ABS with a cast iron
Environment One grinder pump cover
• station to the corporation stop/saddle • Curb Stop/Check Valve component
tap on a sewer main. The kit is rated for 235 psi
designed to be used with SDR 11
HDPE pipe, high density polyethylene
pipe (provided by others) and includes Optional Features
compression fittings for fast, easy field • Compression couplings for 1-1/2"
installation. The curb stop assembly SDR 11 HDPE pipe
integrates a robust stainless steel ball • PVC solvent weld fittings for 1-1/4"
valve curb stop and a stainless steel Schedule 40 pipe
flapper type check valve. Adjustable
height, curb boxes are supplied in • Curb boxes available in several
Arch pattern. sizes
NA0330P01 REV. A, 11/11
/r

LID ASSEMBLY WITH PENTAGON HEAD PLUG STAINLESS STEEL
MATERIAL.: CAST IRON LATERAL. KIT
1 •-1 /4 "
` — — - �
SDR 11 HDPE PIPE
-- EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE
MATERIAL: ABS
I f AVAILABLE LENGTHS 18 30' PART NUMBER PB0930G01
30-42" PB0930G02
36-54" PB0930G03
/ 42-66" PB0930G04
G 48-78" PB0930G05
N
60-102" PB093OG06
--- ORDERED SEPARATELY USING PART NUMBER FROM ABOVE
,
COMPRESSION ADAPTER FITTING
I_. MATERIAL, POLYPROPYLENE
(ASSEMBLED BY OTHERS)
1-1/4"
SDR 11
HDPE PIPE L
(BY OTHERS)) ° COMPRESSION ADAPTER FITTING
MATERIAL POLYPROPYLENE •
� (ASSEMBLED BY OTHERSso
—_ vil
10 MAIN ,______._ __
.,vf ,
VALVE CURB STOP WITH FEMALE PIPE THREADS TO PUMP
I AND VALVE POSITION STOPS (OPEN/CLOSED)
WITH INTEGRAL CHECK VALVE
•
MATERIAL• STAINLESS STEEL
COMPRESSION ADAPTER 1 1/4" SDR 11
FITTING POLYETHYLENE PIPE
MATERIAL' POLYPROPYI..Ef.1E (SUPPLIED BY OTHERS)
(ASSEMBLED BY OTHERS)
NOTES:
KIT PARTS ARE NOT ASSEMBLED
1. SS CURB STOP/CHECK VALVE AND FITTINGS ARE PROVIDED
SEPARATELY, TO BE ASSEMBLED BY OTHERS SG5
DN i 11/02/11 B
2. TO -- -I I 3/16
ASSEMBLE, APPLY A DOUBLE LAYER OF TEFLON TAPE, AND — —
A LAYER OF PIPE DOPE (SUPPLIEDDR BY ' CHK'D ' DATE ISSUE SCALE
THREADS ON THE PLASTIC FIT T BY
INSTALLI PER FI 11-1E
MANUFACTURER'S INSTRUCTIONS "`" "�
*FOR SS FITTING INTO SS THREAD, USE PIPE DOPE /
-) •.n :
OR TEFLON TAPE, NOT BOTH �e 1 \-��
s. ASSEMBLY IS TO BE PRESSURE TESTED (BY OTHERS) _
STAINLESS STEEL LATERAL KIT
--
SEWER SYSTEMS
G. ASSEMBLY IS TO BE USED WITH SDR11 HDPE PIPE -- --- -1 1/4" SDR 11 HDPE PIPE
TO ORDER SS LATERAL KIT, USE PART NUMBER NC0193G01
• CURB BOX IS TO BE ORDERED SEPARATELY, SEE ABOVE
NA0330P02_

LID ASSEMBLY WITH PENTAGON HEAD PLUG STAINLESS STEEL
MATERIAL CAST IRON LATERAL KIT
1 -1/2 "
SDR 11 HDPE PIPE
--- EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE
MATERIAL: ABS
111111
PART NUMBER
— AVAILABLE LENGTHS 18-30" PB0930G01
30-42' PB0930G02
36-54' PB0930G03
42-66' PB0930G04
48-78' PB0930G05
60-102" PB0930G06
IIIAIMIMIORDERED SEPARATELY USING PART NUMBER FROM ABOVE
COMPRESSION ADAPTER FITTING
MATERIAL: POLYPROPYLENE
1-1/2"
(ASSEMBLED BY OTHERS)
SDR 11
HOPE PIPE I
(BY OTHERS)
i COMPRESSION ADAPTER FITTING
/ o MATERIAL: POLYPROPYLENE
(ASSEMBLED BY OTHERS)
r,ii :C)41.____,
-Ili
TO MAIN ( ...
TO PUMP
VALVE CURB STOP WITH FEMALE PIPE THREADS
AND VALVE POSITION STOPS (OPEN/CLOSED)
WITH INTEGRAL CHECK VALVE
MATERIAL: STAINLESS STEEL ` 1-1/2" SDR 11
COMPRESSION ADAPTER POLYETHYLENE PIPE
FITTING (SUPPLIED BY OTHERS)
MATERIAL' POLYPROPYLENE
(ASSEMBLED BY OTHERS)
NOTES:
KIT PARTS ARE NOT ASSEMBLED
1. SS CURB STOP/CHECK VALVE AND FITTINGS ARE PROVIDED
SEPARATELY, TO BE ASSEMBLED BY OTHERS SGS ON 11/02/11 B 3/16
-- _ __
2. TO ASSEMBLE, APPLY A DOUBLE LAYER OF TEFLON TAPE, AND DR
BY CHK'D DATE ISSUE SCALE
A LAYER OF PIPE DOPE (SUPPLIED BY OTHERS) TO THE
THREADS ON THE PLASTIC FITTINGS AND INSTALL PER THE y /' (%
MANUFACTURER'S INSTRUCTIONS e fj /� y//,, ?
s ' / ,, r
*FOR SS FITTING INTO SS THREAD, USE EITHER PIPE DOPE % -<�,� ,��,� 6 %/�
OR TEFLON TAPE, NOT BOTH ? /
3. ASSEMBLY IS TO BE PRESSURE TESTED (BY OTHERS) SEWER SYSTEMS
4. ASSEMBLY IS TO BE USED WITH SDR11 HDPE PIPE STAINLESS STEEL LATERAL KIT
1-1/2" SDR 11 HDPE PIPE
5. TO ORDER SS LATERAL KIT, USE PART NUMBER NC0193G02 6. CURB BOX IS TO BE ORDERED SEPARATELY, SEE ABOVE \A 0 3 3 0 D 0 3

7TAINLESS STEEL
LID ASSEMBLY WITH
AL PENTCASAGON
RONHEAD PLUG LATERAL KIT
7 1 -1 /4 "
\\ SCHEDULE 40 PVC PIPE
ARCH PATTERN
- -- EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE
MATERIAL, ABS
Ill PART NUMBER
— AVAILABLE LENGTHS 18-30" PB0930G01
30-42" PB0930G02
36-54" PB0930G03
42-66" PB0930G04
48-78" PB0930G05
— 60-102" PB0930G06
1111111111111
--- ORDERED SEPARATELY USING PART NUMBER FROM ABOVE
MALE - SOCKET ADAPTER
MATERIAL; PVC SCHEDULE 80
1-1/4 NPT
j_ (ASSEMBLED BY OTHERS)
11/4" I
MALE - SOCKET ADAPTER
SCHEDULE 40 MATERIAL: PVC SCHEDULE 80
7 PVC PIPE 1-1/4 NPT
(BY OTHERS) (ASSEMBLED BY OTHERS)
0
0
- IIN
TO MAIN ® 1 TO PUMP
( VALVE
CURB STOP WITH FEMALE PIPE THREADS
AND VALVE POSITION STOPS (OPEN/CLOSED)
WITH INTEGRAL CHECK VALVE
MATERIAL; STAINLESS STEEL 1-1/4"
MALE - SOCKET ADAPTER SCHEDULE 40
MATERIAL' PVC SCHEDULE 80 PVC PIPE
1-1/4 NPT (BY OTHERS)
(ASSEMBLED BY OTHERS)
NOTES:
KIT PARTS ARE NOT ASSEMBLED
1. SS CURB STOP/CHECK VALVE AND FITTINGS ARE PROVIDED
SEPARATELY, TO BE ASSEMBLED BY OTHERS SGS DN 11/02/11 C 3/16
2. TO ASSEMBLE, APPLY A DOUBLE LAYER OF TEFLON TAPE, AND DR BY CHK'D DATE ISSUE SCALE
A LAYER OF PIPE DOPE (SUPPLIED BY OTHERS) TO THE --
THREADS ON THE PLASTIC FITTINGS AND INSTALL PER THE ' '/%%aff2� 'r, "
MANUFACTURER'S INSTRUCTIONS % '/,,'n j,y
*FOR SS FITTING INTO SS THREAD, USE EITHER PIPE DOPE V �..y} f j- 'j �oi,�
�i %1
OR TEFLON TAPE, NOT BOTH ������ �/ ,
3. ASSEMBLY IS TO BE PRESSURE TESTED (BY OTHERS) SEWER SYSTEMS -
4. ASSEMBLY IS TO BE USED WITH SCHEDULE 40 PVC PIPE STAINLESS STEEL LATERAL KIT
1-1/4" SCHEDULE 40 PIPE
5. TO ORDER SS LATERAL KIT, USE PART NUMBER NC0193G03 - - - - - --
6. CURB BOX IS TO BE ORDERED SEPARATELY, SEE ABOVE N A 0 3 3 0 D 0 4
l7i

STAINLESS STEEL
LATERAL ASSEMBLY
NO FITTINGS
SS VALVE
ACTUATOR
0
O
1-1/4 FEMALE ill 1-1/4 FEMALE
NPT
NPT
Q \
r `
1-1/4 SS BALL FLAPPER TYPE
VALVE CHECK VALVE,
SS
PART IS A BALL VALVE CURB STOP WITH FEMALE PIPE THREADS,
VALVE POSITION STOPS (OPEN/CLOSED), AND INTEGRAL CHECK VALVE
MATERIAL, STAINLESS STEEL
PRESSURE RATING: 235 PSI
TO ORDER SS LATERAL, NO FITTINGS SGS ON 09/20/11 A 3/16
USE PART NUMBER NB0184P01 DR BY CHK'D DATE ISSUE SCALE
eNOTES
may/fto.
1. FOR SS FITTING INTO SS THREAD, USE PIPE SEWER SYSTEMS
DOPE OR TEFLON TAPE, NOT BOTH
STAINLESS STEEL LATERAL ASSEMBLY
2. FOR PLASTIC FITTINGS INTO SS THREAD, USE NO FITTINGS
BOTH PIPE DOPE AND 2 LAYERS OF TEFLON
TAPE
NA0330P05
23

LID ASSEMBLY WITH PENTAGON HEAD PLUG STAINLESS STEEL
/
1 MATERIAL CASTL DITH A RALT-BASE PAINT LATERAL KIT
1-1/2"
SDR Il HDPE PIPE
,y ,� DISCHARGE WHIP
fi"��, `r`= IRON CURB BOX
f
I
-EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE
MATERIAL: CAST IRON HEAVILY COATED WITH
ASPHALT-BASE PAINT
- AVAILABLE EXTENCEO LENGTHS: HEIGHT PART No.
2'-3' PC0634G01
Ell 3'-4' PC0634G03
4'-5' PC0634G05
J 5'-6' PC0634G07
mow 6' 7' PC0634G09
7'-8' PC0634G11
115.00 I,
f COMPRESSION ADAPTER FITTING
rj MATERIAL:POLYPROPYLENE
1-1/2' (ASSEMBLED BY OTHERS)
HYPE PIPER
(BY OTHERS) aSOR 11
COMPRESSION REDUCER COUPLER
MATERIAL: POLYPROPYLENE
( o
- ,:�- 'I-
TO MAIN I I TO PUMP
VALVE STOP WITH FEMALE PIPE THREADS
AND VALVE POSITION STOPS(OPEN/CLOSED) , 1-1/2' SDR 11 1-1/4' SCR 11
WITH INTEGRAL CHECK VALVE POLYETHYLENE PIPE POLYETHYLENE/STAINLESS
1 MATERIAL: STAINLESS STEEL (SUPPLIED BY OTHERS) DISCHARGE FITTING
COMPRESSION ADAPTER (SUPPLIED BY OTHERS)
FITTING
MATERIAL POLYPROPYLENE
(ASSEMBLED BY OTHERS)
KIT PARTS ARE NOT ASSEMBLED
NOTES:
ITEM CITY PART NUMBER DESCRIPTION scs DIN ' 08/19/13 1 3/18
1. SS CURB STOP/CHECK VALVE AND FITTINGS ARE PROVIDED
SEPARATELY, TO BE ASSEMBLED BY OTHERS 1 1 NA0184P01 VALVE ASM,LAT,SS,1-1/4 NPT OR BY CHK'D DATE ISSUE - SCALE
2 2 PA1365P03 ADAPTER, MALE,1-1/4'NPT X 1-1/2' SURD
2.A TO ASSEMBLE,
MOF PIPE PLY A DOPE (SUUBLE PPLIED ED LAYER
BY OTHERS)TO TON F E. AND 3 1 PA1836P05 DISCHARGE WHIP, 1-1/4' SS NPT X 1-1/4 PE
THREADS ON THEPLASTICFITTINGS AND INSTALL PER THE
MANUFACTURER''SS INSTRUCTIONS 4 1 PA1864P01 COMPRESSION COUPLING, 1-1/2' X 1-1/4' e o n e
3. ASSEMBLY IS TO BE PRESSURE TESTED (BY OTHERS) ..___._ SEWER SYSTEMS _
4. ASSEMBLY IS TO BE USED WITH SDR11 HPE C PIPE STAINLESS STEEL LATERAL KIT
1-1/2', DISCH WHIP, COUPLING
5. CURB BOX IS TO BE ORDERED SEPARATELY, SEE ABOVE -- ----
ESD 13-0091

LID ASSEMBLY WITH PENTAGON HEAD PLUG STAINLESS STEEL
MATERIAL: CAST LA LED'SEWER'
E ASPHALT-BASE PAINT LATERAL KIT
1-1/4"
- SDR 11 HDPE PIPE
�` ��,„.-, yy.0444e� �� DISCHARGE WHIP
.9',.%�.`\G',07:W.''''',`' . ' , IRON CURB B O X
I EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE
MATERIAL: CAST IRON HEAVILY COATED WITH
ASPHALT-BASE PAINT
AVAILABLE EXTENDED LENGTHS HEIGHT PART No.
2'-3' PC0634G01
�II 3'-4' PC0634G03
4'-5' PC0634G05
5'-6' PC0634G07
=BM 6'-7' PC0634G09
7'-8' PC0634G11
111 5.00 In
COMPRESSION ADAPTER FITTING
' - MATERIAL:POLYPROPYLENE
(ASSEA.LED BY OTHERS)
COMPRE
SION COLPLER
1-DR 111/4' e + MATERIAL:
POLYPROPYLENE
HDPEE PIPE 1 )
(BY OTHERS)
Ei .�
LE,
�=.i i' ( TO PUMP
ra-, a a 1.11 ,
___.ii
TO MAIN
VALVE CURB STOP WITH FEMALE PIPE THREADS
AM)VALVE POSITION STOPS (OPEN/CLOSED) 1-1/4' SDR 11
WITH INTEGRAL CHECK VALVE POLYETHYLENE PIPE DISCHARGE WHIP.
\ MATERIAL: STARLESS STEEL (SUPPLIED BY OTTERS) 1-1/4' SCR 11
COMPRESSION ADAPTER POLYETHYLENE/STARLESS
FITTING DISCHARGE FITTING
MAATERRII��YPROPE MET
(SUPPLIED BY OTTERS)
11 KIT PARTS ARE NOT ASSEMBLED
NOTES:
ITEM QTY PART NUMBER DESCRIPTION SGS ON 1 02n6/14 i 1 3/16
1. SS CURB STOP/CHECK VALVE AND FITTINGS ARE PROVIDED
SEPARATELY, TO BE ASSEMBLED BY OTHERS 1 1 NA0184P01 VALVE ASM,LAT,SS,1-1/4 NPT CR BY QI(D DATE ISSUE SCALE
2 2 PA1365P01 ADAPTER, MALE,1-1/4'NPT X 1-1/4' SDR11
2. TO ASSEMBLE APPLY A DOUBLE LAYER OF TEFLON TAPE, AND
A LAYER OF PIPE DOPE (SUPPLIED BY OTHERS) TO THE 3 1 PA1836P05 DISCHARGE WHIP, 1-1/4' SS PT X 1-1/4 PE e o n e
THREADS ON THE PLASTIC FITTINGS AND INSTALL PER THE MANUFACTURER'S INSTRUCTIONS MP 4 1 PA1864P02 COMPRESSION COUPLING, 1-1/4' X 1-1/4'
3. ASSEMBLY IS TO BE PRESSURE TESTED (BY OTHERS) SEWER SYSTEMS
4. ASSEMBLY IS TO BE USED WITH SOR11 HOPE PIPE STAINLESS STEEL LATERAL KIT
1-1/4', DISCH WHIP, COUPLING
5. CURB BOX IS TO BE ORDERED SEPARATELY. SEE ABOVE
ESD 14-0020
41 '

(1
we st(c1(61k.
TYPICAL LATERAL INSTALLATION
ALARM PAWL
E-O•C GRINCER PUP STATION .1:. •,‘
I -
LATERAL ASSEMBLY ••
-
I II I BASEMENT
BELOW
•
MINIMUM
FROST
DEPTH .
-L)
LPSS MAIN
111 .
• 517/.. -
! •!." • •
CORPORATION STOP
PEA GRAVEL- SADDLE TAP PEA GRAVEL I -
OR OR
CRUSHED STONE CRUSHED STONE i! •
, .
.• . .
environment one
CORPORAT ION LM000114 REV. A
24)

Uni-Lateral — Stainless Steel Lateral
Hinge pin
ktir Service port—Threaded cover
- allows access to check valve fl flapper
_ 1
Check valve
flapper attaches
to hinge pin
4.
-r'K
Approximate length:8.6 inches
Approximate height(lowest point to highest point):4 inches
DESCRIPTION
The new Uni-Lateral allows for cleanout and replacement of the check valve flapper.
APPLICATION
Uni-Lateral can be installed between any residential grinder pump station and the street main.
AVAILABLE ADAPTER FITTINGS
Several types of fittings are available:
1-1/4"compression type fittings for HDPE,SDR PIPE r
PER ASTM 3035(SDR11,SDR 9,SDR7)
PVC,SCHED 40,SDR21 &SDR26 1111
1-1/2"compression type fittings for HDPE,SDR PIPE
PER ASTM 3035(SDR11,SDR 9,SDR7)
PVC,SCHED 40,SDR21 &SDR26
1-1/4" solvent weld(glue)type fittings for PVC,SCHED 40,
SDR21 &SDR26 '> j
Environment One Corporation
e one
2773 Balltown Road,Niskayuna,New York 12309
Voice 518.346.6161 Fax [phone] ESD 13-0082 Rev 2
SEWER SYSTEMS www.eone.com A Precision Castparts Company 9/13 n `7

c/a7,1444c
SERIES1111111111111
Uni-Lateral— Stainless Steel Lateral Valve
Introducing the Uni-Lateral Stainless steel
from E/One, an all-stainless steel
lateral valve for use with E/One
grinder pump stations.Easily Lateral valve
installed and accessed between a,
the sewer main and sewer service
line, Uni-Lateral's advanced _ • #f=' for use with
design effectively protects against fir.
potentially harmful backflow. y
pressure sewer
The all-stainless Uni-Lateral
is an integrated unit consisting
of a check valve, ball valve and systems
cleanout all in a compact module
—a first for the domestic market.
The versatile design greatly
reduces opportunity for leak
paths—simplifying and speeding
installation,while meeting all codes
and regulations.
FEATURES AND BENEFITS
• Designed for use with HDPE and PVC r_ i-�
pressure sewer piping
• Type 304 stainless steel construction
• Integrated stainless steel ball valve curb
stop and check valve =_____:
• Field serviceable—top service port =."s��
allows access to check valve and hinge pin _ --a ` •_;� _�!Si TO MAIN
• Prevents backflow from the sewer mainNROPPIMPF
and into the grinder pump station
• Available with or without fittings 71,
• 1/ 1/4" Female NPT each end
• All valve assemblies designed and tested
to 235 psi service pressure
The Uni-Lateral is a one-piece valve that can be
installed between any grinder pump and the sewer main.
eone
SEWER SYSTEMS ��

r--1 r- I Custom Alarm Panels
fours
or E/One Low Pressure
Sewer Systems
3Ygow.,4r4t
•
The World's Best Low Pressure
Sewer System Sets a New Standard
in Reliability and Convenience
e one
SEWER SYSTEMS
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The following features _ � 4
are included or �"'
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available with the t lo
E/One Sentry Protect ~5]�1 12
Plus to maximize reliability - 6
and convenience: o
0 Visual Alarm Indicator =/ �� - • �'
® Audible Alarm ) 7
© Alarm Silence Switch
© GFCI Receptacle
(2) 120-volt, 15 Amp GFCI receptacles
(available option) 0 User Selections ® Generator Receptacle
0 (For system setup/service) (available option)
Main Service Disconnect Breaker
•(available option) Diagnostic Mode ® Auto Transfer Switch
• Pump Performance provides (AC Mains to Portable
0 Easy-Access Terminal Strips Interface access to performance Generator)
statistics including:
O Display Panel Operating Indicators (available option)
Real-time Voltage
• Ready(AC Power) Real-time Amperage ® Sentry Advisor Power Supply
Indicator Real-time Wattage and Modem
• Pump Running Indicator Min/Max/Average Volts
• Trouble Indicator Min/Max/Average Amps
• High Level Alarm Min/Max/Average Watts
Indicator Minimum Run-time e on e
Q LCD Display Maximum Run-time
• Manual Run Switch Average Run-time SEWER SYSTEMS
• Menu Navigation Buttons:Scroll, Last Run-time Environment One Corporation
Enter, Up, Down Cycle Counter 2773 Batltown Road
• Trouble indications include: Hour Meter Niskayuna,NY USA 12309-1090
Voice(01)518.346.6161
Brown-out Condition • Initialize System Fax [phone]
Run-dry Condition • Run Limit www.eone.com
System Over-pressure Condition • Alarm Delay
A Precision Castparts Company
Run-time Limit Exceeded • Power Delay LM000323 Rev.D
4

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E/ONE SENTRY o
PROTECT o
The E/One Sentry Protect panel r
provides important protection -,
from external conditions that could ��_
otherwise prove damaging to the '; i A ,,
E/One grinder pump station. w,,`. — isi. _ -"
Adding the Protect option to the E/One
Sentry panel provides a Trouble indication andC
shuts down the pump/core temporarily in the event
of an unacceptable operating condition.
The pump/core will automatically return to Normal
operation when the condition is resolved. The „"
Protect feature provides monitoring of: •
• Brownout conditions with the electrical 171111
`
power supply
• System over-pressure condition such as
with a closed valve
II• Run-dry operation of the pump/core
1111111
'1 (�
E/ONE SENTRY \r .
PROTECT PLUS THE E/ONE REMOTE SENTRY
Taking it to the next level, the E/One Sentry DISPLAY MODULE provides visual
Protect Plus includes the benefits of the and audible indication when the water level inside the
Protect option as well as a diagnostics grinder pump tank reaches a predetermined "high"
package that provides advance warning level during normal operation, or in the event of a
of pending service needs by monitoring power outage (with hard-wired version of Extreme core
major operating conditions and providing and optional contacts in panel). It is ideally suited for
a Trouble indication when these conditions installations where the outdoor alarm panel location
a
fall outside of normal ranges. Dependingis obstructed from view, or where an Indoor Unit
t (IDU)
upon the severity of the abnormal installation is isolated in a utility room.
condition, the grinder pump station may The Remote Sentry includes:
continue to operate. The Protect Plus
• A low profile attractive case (5.4"W x ^—
features include: 3.69"H x 1.25"D)
• Advanced warning of pending - Lithium battery
service needs • Audible alarm 170dB)
• Data togging • Push-to-silence audible alarm switch
• User-selectable options • Push-to-test visual and audible alarm �j l

E/DflE1
__. _,_ c o n r--� i i
,, - __J `� 1 I ` I
1
„„
, „
1 ir- ,.„ „„,r,,,,,„,„ft,.... '� �. The Sent
ry line
of alarm panels is
_ custom designed for use with E/One
' grinder pump systems.The E/One
" I - ® SentryTM alarm panels provide the latest
" -- t.
r technology and the greatest flexibility in
,. . :. i 'gyp f
customizing features to satisfy individual
`�`�' •
needs.The new alarm panels
" configured toprovide functions ranging
g 9 9
from basic alarm indication to advanced
warning of pending service requirements.
• In between, there are numerous features
available including an event counter;
JP ..411 run-time meter; service disconnect
capability; and remote alarm indication.
The basic E/One Sentry panel provides features
essential to any installation: Like the E/One grinder pump station,
A. Circuit breakers for pump power and alarm circuits
all panels are UL listed and most are
CSA certified and meet all applicable
B. Audible high level alarm indication NEC and NFPA codes and standards.
C. Visual high level alarm indication
D. High level alarm silence switch
Furthermore, all E/One Sentry alarm
panels are housed in NEMA 4X lockable
E. Manual Run switch
enclosures, suitable for mounting on a
F. Redundant"Start" function with high level alarm
G. Run indicator to show when pump is operating
wall or a post.
CELLULAR MODEM
WITH INTEGRATED
E/ONE SENTRY ANTENNA A
�� - ASSEMBLY
TERMINAL
ADVISOR BLOCKS
E/One Sentry Advisor monitors pump P `.. ` -..
performance and records every start, run _ '
time duration and stop of each grinder y,, ' a • h, '4
pump on the system.Alarm conditions can �' ?$ i =
be sent automatically to service personnel. .1c,611 TTI 1
The online mapping feature shows the !:.-- __ ! .k
location of each grinder pump in the
1 1:
system,whether there are a few stations or ABOVE: Pump performance
hundreds. . . I"I ;
data can be accessed from any
-+.� i..�----— ----- );'
web-enabled device. Generate
Use reports to review system performance `' `. reports to determine how your
sow.�2voc '".F'"", -— '- L_•i
and spot data trends such as frequent 20WERSUPPLY `�-RELAY FOR system is performing and
alarms or unusuallylongrun times. RUNTIME DRY
CONTACTS identify potential trouble spots.
TYPICAL SENTRY PANEL IN
SENTRY ENCLOSURE,SHOWN FOR REF.
ENDLOSURE DOOR NOT SHOWN
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1
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85 - 1
1 - 190
80 - LOW PRESSURE SYSTEM DESIGN PRESSURE
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1 I I I
75 CONSULT FACTORY -
FOR INTERMITTENT 170
USE ABOVE 80 PSI
70 - OR 185 FEET TOH - 160
65 - - 150
60 - - 140
130
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PANTEGO, N. C.
SW/4 BELHAVEN 15'QUADRANGLE
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• • Jy 1951
PHOTOREVISED 1974
AMS 5655 II SW—SERIES V842
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Beaufort County,NC
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�DEQ
Surface Water Classifications Records: 12,298
0 Authoritative
Melanie Williams ...04v4y%
NC Dept. of Environmental Quality
P
Summary
0
Surface Water Classifications as of 05/25/2016
`42
View Full Details
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Details
® Dataset +
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1 O March 17, 2017
Info Updated
i Surface Water X
Irregular Classifications: Tar-
Data Updated: May 25, 2016 1 Pamlico
i
1 May 25, 2016 I Stream Index: 29-34-34-5-2
I Published Date
Stream Name: Dee Run
Records: 12,298 Description: From source to
--1 View data table Broad Creek
® Public Classification: SC;NSW
Anyone can see this content Date of Class.: December 31,
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Custom License 1989
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