WQ0037900_Regional Office Historical File Pre 2018

NODE R
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 27, 2015
Mr. Barry Webb, City Manager
City of Belmont
115 N. Main Street
Belmont, NC 28012
Subject: Permit No. WQ0037900
The Conservancy at McLean Phase 1
Wastewater Collection System Extension Permi
Gaston County
Dear Mr, Webb:
Donald R. van der Vaart
Secretary
In accordance with your application received July 7, 2015, we are forwarding herewith Permit No.
WQ0037900 dated July 27, 2015, to the City of Belmont(Permittee) for the construction and operation
upon certification of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded, and shall be subject to the conditions and limitations as
specified therein, This cover letter shall be considered a part of this permit and is therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit.
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11,4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee,
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board,
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding,
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 2815
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www,ncwaterqualitv,or.
Aro Fn,,al Onnnrtunity 1 Affirmative Action Employer — Made in part by recycled paper

City of
Fermi
Irr ont
No,WQ090
If you need additii nai infdrmat on concerning this ratter, please contact Barry Love at {70) 23Sm 2143
car via -mail at arry.i v @ncd nr. v,
Sincerely,
or S. Jay Zimmerman, P.G.
Director, Division of Water Resource
by MichaelParker, Regicmal Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDENR
cc: Joel L. Madden, P.E. (electronic copy)
Regional Office Fins
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

A:
N ETdR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
City of Belmont
Gaston County
for the construction and operation of approximately 6,145 linear feet of 8-inch gravity sewer to serve
123 four -bedroom homes as part of the The Conservancy at McLean Phase 1 project, and the discharge
of domestic sewage (61,640 gpd which was previously allocated through WQ0037537) into the City of
Belmont existing sewerage system, pursuant to the application received July 7, 2015, and in conformity
with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 20, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track. Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
ied conditiore and limitations c tined herein.
dr S. Jay Zimmerman, P.G.
Director, Division of Water Resources,NCDENR
By Authority of The Environmental Management Commission
Permit Number WQ0037940
Permit Issued: July Z7, 2015
Page 3of8

SUPPLEMENT TO PERMIT COVER SHEET
City of Belmont is hereby authorized to,
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the City of Belmont Wastewater
Treatment Plant inaccordance with Permit Number NC002lI8l.
Permitting of this project does not constitute an acceptance of any part of the project that does not
mpe< 15A NCAC 2T; the Division's Gravity Sewer K4lnirnom Design Criteria adopted Fmhruary3{L 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June I. J8Q0osapplicable, unless specifically mentioned herein' Division
approval lsbased onacceptance ofthe certification provided by North Carolina -licensed Professional
Engineer in the application. it shall be the Pnrmlttec'n responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules,
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
1. SPECIAL CONDITIONS
1. No flow in excess of61,64U GPD (which was previously allocated in VVD0037537), shall be made
tributary tothe subject sewer system until an application for permit modification for anincrease in
flow has been submitted toand approved bythe Division. [1SAN[A[0ZT.83O4(b)]
II. STANDARD CONDITIONS
l, This pconifthnot t/aosferwW. |nthe eve /U-1/e't: ismdesire for the -wastewater coHectnmfacktie
to change ownership, or there is a name change of the Permittee' a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits arid may ormay not beapproved, [1SANCA[OZT.OI84;G.6143-ll5.1(d3)1
Z. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC JT; the Division's Gravity Sewer Minimum
Design Criteria adopted February 20, 1996asappUcable; the Division's Minimum Design Criteria for
the Fast -Track Permitting ofPump Stations and Force Mains adopted June 1, ZO08asapplicable; and
other supporting materials unless specifically mentioned herein, [I5A N[ACO2T.$I18l
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [lS4N[4[OlT.O11O]
4. The wastewater collection facilities shall he properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCA[ 2T 0483. Kan individual
permit is not required, the following performance criteria shall be met" [15A NCAC 02T -0108(b)]�
Page 4 of 8

Thesewersyn�ernshaUheeffectk/ek/rnaintainedandoperatedataUdmestoprcventdischnrge
v' ' to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards'
b. A map of the sewer system shall be developed and shall be actively maintained,
A eratimnand rnaintenanccp|animdudimgpunnpsta�uninspection fvequency,preventative
c nop maintenance schedule, spare parts inventory entoryand overf|owrespnnse has been developed and
implemented.
d' pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365days per year). pump stations that are connected to atelemetry system shall be inspected
atleast once per week.
p. High -priority sewer lines shall be inspected at least once per every six -months and inspections
aredocumented.
f, A general observation of the entire sewer system shall be conducted at least once per year.
g Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B 0506(a), and public notice shall be provided as required by North
Carolina General Statute 6143'Z15.1C,
h. AGrease Control Program \s\nplace asfollows:
I� For public owned collection systems,theGrease Control Program �b�include at least
biannual distribution of educational materials for both commercial and residential users and
the legal rneaoo to pequregr
ease interceptors at existing establishments. The plan shall also
'1JiWj'S� �ftheQ/na.eipterceptVrsen for violators and
_
h public the legal `means tocontrol grease entering the syvtennfrom ot �rpu cand private satellite
sewer systems' �h Grease Control Program shall include at least bi'
2 �o, privately owned c system �y the
� materials t� users of collection mys
anmua1 distribution of grease education .
pernnittee orits representative. ' \ Parts and (
3 Grease materials be distributed more
of requiredn a ` . ` '
ofthlsSubparagraph ifnecessary toprevent grease -related Smpbarysewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j Documentation shall be kept for
�Subparagraphs (a) through (i) of this Rule for minimumof
three years with exception nfthe map, w c which shall be maintained for the ||fo of the system.
5` The Permittee shall report by telephone to a water resources staff member at theMooresville
Regional Office, telephone number [phone]' as soon as possible, but in no case more than
yeithe/af�hefo\|nv«in��
ZA,fo||ovvingtheoccwrrancem/f|otknovv1edgeoftheoccunenceo �
Page 5 of 8

a. Any process unit failure, due to known o, unknown reasons, that renders the fad|dn
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage orbreakage, etc.;ur
b. Any S5Qand/or spill over l,8Q0gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice nmi< messages or faxed information is permissible, but this shall not be considered as the
initial verbal neport. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone numbe/(80O) 850'0368 mr(Bl9)
733'3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part | of Form CS-S6O (or the most current Division approved form) within five days
following first knowledge nfthe occurrence. This report must outline the actions taken or proposed
to betaken to ensure that the problem does not recur. Part U of Form [S'558 (or the most current
Division approved fmmn) can also be completed to show that the SS0was beyond control. |G'S. 243-
6, Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State, [15A NCACO2T.QlOQ(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where
the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary tn the wastewater collection system extension prior tocompletion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permitteetoappropriate enforcement actions,
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Dec la ratio ns/Cove na n ts/ Restrictions, and Bylaws that have been
appropriately filed with the applicable Cnuntv'sRegister ufDeeds office shall besubmitted with
the certification.
Acomplete certification isone where the form iofully executed and the supporting documents are
provided asapplicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan 0^ profile views of sewer lines &
force mains) ofthe wastewater collection system extension. Final record drawings should be
clear on the plans oron digital media ([D orDVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention 'time inthe wet well, and force main, ability toflush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. if portable power
source or pump isdedicated to multiple stations, an evaluation of all the pump stations" storage
capacities and the rotation schedule of the portable power source or pump, include travel
timnfrarnes'shall beprovided.
Page 6of8

c Chan�esk/thepn�ect�h��donotresu�|nnon+conophanCew�hthbpennh,regu|a�oms.orthe
' identified o nth record drawing�onthe certification
Minimum Design Criteria should be clearlyye
lnthe space provided, mrinwritten summary form.
Prior toCertification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 20% or greater' increased
' flow, pump station design capacity design increases of 5% or greater, and
increases in the number/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications orvariances to the Minimum Design Criteria will be reviewed on a case -by -case boo|o
thatvariancestnthe��inimumn Design Criteria should be
and each on its own merit. Please note ta
requested and approved during the permitting process prior to construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior tmcertification & activation, [1SANCAC0ZT.O11Ql
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
unh|corrrcted \fthere��anunforeseen0butadeinthefie|dwherea8xiab|esu|utionshauebpen
' b requested from examined'a�impevarianceca» be i||beev�|wated
This shall be done through a permit modification whhfee. Such variance requestsw/
on o case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [I5ANCA[OIT.Ol05(n)]
9. A copy mfthe construction record drawings shall he maintained on file by the Pernmittee for the life
ofthe wastewater collection facilities, [I5ANC4[02T.Ol16]
10 Failure �o abide by the conditions and limitations contained in this permit; ISA NCAI 2T| the
' |adopted F b�uary 20 l9�6 as applicable; the Division's
Division's Gravity Sewer Design Criteria e ' ,
K4mimurn Design Criteria for the Fast -Track Permitting nfPump Station and Force Mains adopted
enforcement action by the Division, in accordance with North Carolina General Statutes §143-2156A
through §143­2156C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board[15A
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of nuisance conditions, the errn ee P ltt shalltake immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities. [25AN[A[O2T.01lO;15AN[ALQZT.0lO8{b\\
12' The issuance of this permit shall not exempt the Permittee from complying with any and ail statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
jurisdiction obtaining other permits which may be
Local government agencies which have �u c1\on or
required by the Division or any other Federal, State, of Local government agencies' [Gl 143'
Page 7 of 8

P2RAAITTEE:
PERNq|T#/
PROJECT:
ISSUE DATE:
E�kST TRACK SEWER ENGINEERING CERTIFICATION
City gfBelmont
VVQO0379OV
The Conservancy atMcLean Phase l
July 37,2O1S
This project shall not be considered complete nor allowed tooperate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting ducunnentatimn
It should he submitted in a manner that documents the Division's receipt. Send the required
'
documentation tothe Regional Supervisor, Water OwaHotyKe�iona|Opera�imns�ec�innat�headdre
the bottom.
~`
Any wastewater flow rnade tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subiectthe Perm�tee�o
appropriate enforcement actions. The Permh1ee ;s responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PE0m[nEE'S CERTIFICATION
|, the undersigned agent for the Permi1tee, hereby state that this project has been constructed pursuant
tmthe applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information tothe Permittee, and the Pern,uteeb prepared tooperate &mnaintain
the wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
| ����—�
' , as a du| registered Professional E in the State of North Carolina
having been authorized to observe (rl� periodically, EJ wee�y, i��— 'time)�he construction of
project name and |mcahabove m/n�c n�ona�refpmrncedabovefortheaPer ��he —` `
v hereby state that, tothe best of
my abilities, due care and diligence was used in the observation /f the construction such that the
construction was observed to be built within substantial compliance of this permit; 1SA NCACCQl; the
Water of ater Resources' (Division) Gravity Sewer Minimum Design '[h»yt �a adopted ^
1996 as applicable; the Division's �Niimum Design Criteria for the 'axt-''a^" "r'u"^iti"g of Pump
February 2O'
Stations and Force Mains adopted June l,20UOaaapplicable; and other supporting materials.
Partial (include description)
Ce,rtification Comments/Qualifiers (attach if necessary).
NC DWR — Water Quality Regiona� Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
City of Belmont
Full Legal Name (company, municipality, HOA, utility, etc,)
Barry Webb, City Manager
Signing Official Name and Title (Please revieA IVY:
1 c. The legal entity who will own this system is:
Individual 0 Federal Q Municipality 0 Staate/ oun
• Id, 115 N Main Street
Mailing Address
North Carolina
Applicaon Number:
(to be completed by DWR)
0 Priv
Z' State
© 1 h, 704-825-5586
▪ Telephone
2. Project (Facility) Information:
2a, The Conservancy at McLean Phase 1
Brief Project Name (permit will refer to this name)
Contact Person:
Joel Madden, PE Merrick & Co
Name and Affiliation of Someone Wf o Can Anewer Questions A
3b. 704-529-6500
Phone Number
Project
Owner is
Public {skip to Item
2a, If private, applicant will be:
Retaining Ownership (Le,
0 Leasing units (lots, townha
0 Selling units (lots, townhomes„
Cif of Belmont n_
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
�] Private
or authorized signing officials)
Partnership 0 Corporati
Belmont
City
28012
Zip Code MCCRESVaLLF REGIONAL CFFIa':
bwebb cityrttaelmont. o
E-mail
2b. Gaston
County Where Project is Loca
bout this Applicati
3c. Joel.Madden a r
Email
di on, Permit No.:
on
2(a))
0
2b, If sold, facilities owned by a (must c
4a. City of Belmont WWTP
Name el WWTF
City of Belmont
Owner of Downstream Sewer
The origin of this wastewater i
Residential Subdivision
0 Apartrnents/Condominiums
0 Mobile Home Park
0 School
Restaurant
0 Office
hu
h, single office, etc) Or 0 Public Utility (Instruction D)
skip to Item B(3))
o to Item B(2b))
4b, NC4021181
WWTF Permit. No.
Gravity
ng Sewer Size ;0 Force Main
heck aft that apply):
0 Retail (Stores, shopping centers)
0 Institution
0 Hospital
© Church
0 Nursing Horne
0 Other (specify):_
nstrea
0 Homeowner Assoc./Developer (Instruction E)
(fnstactlon F)
100% Domestic/Commercial
Industrial
(Attach l eseription)
% Other
(Attach Description)
Volume of wastewater to be allocated or perm! ed for this particular project: 0 gallons per day
`Do not include future flows or previously per altocatiians
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No, WCif 7537
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAA 02e©303 to determine if a permit is required)
3 APPLICATION Page; 4 of 6

Z
Q
2
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 tor
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T M114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
The Conservancy at McLean Phase 1 = 123 dweting units x 4 bedrooms x 120 gallons per day) + (2600 g
Amenity area) = 61,640 gallons per day
10, Summary of Sewer Lines to be Permitted (attach additional sheets rf necessary)
Size (inches)
8
11. Summary of Pump Stations wl associated Fo
Pump Station Location ID:
Longitude:
e
Length (feet)
6,145
n
per day fo
New Gravity or Add
Force Main
New Gravity
ins to be Permitted (attach additional sheets as necessary)
(self chosen - as shown on plans/map for reference)
de:
nal
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM TDH 2 - portable generator w/MTS
Pump Station Location ID:
Longitude:
Design Flow
(MGD).
Operational Poin
GPM TDH
if chosen - as shown on plans/map for reference)
Latitude:
Posner Reliability Option
- permanent generator w/ATS; Force Main Sire Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another tree
n
Yes j No If Yes, permit number of 2ndtreatrr ent facility
(RO - i4 "yes„ to 8.12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Grits( g P rrnOng of Pumo Stations and Force Mains.
(latest version), the Gravity Sewer Minimum. Design, Mena (latest versa ) and 1 NC C tla t r '2T as applicable?
El Yes 0 No ff No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
F A. 0 APPLICATION
Page 5 of 6

14, Have the following per certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? El Yes 0 No El N/A
Sedimentation and Erosion Control Plan? El Yes El No El N/A
Trout Buffer Waiver? El Yes 0 No El N/A
Stormwater? El Yes El No El N/A
15. Does this project include any high priority lines (15A NCAQ Q2T X402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details:
1, Owner/Permittee's Certification; (Signature of Signing Official and Project Name)
6610) CA-1L1aest that this application for The Conservancy at McLean Phase 1
has been renewed 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, Note: In accordance with North Carolina
General Statutes 14,3-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10000 as
well as civil $25 000 p violation.
1a,
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
0
2. Professional Engineer's Certification' (Signature of Design Engineer and Project Name)
ICC
I, Joel L. Madden ,attest that this application for The Conservancy at McLean Phase 1
has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
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 adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1 2000 and the watershed classification in accordance with
Division guidance Although other professionals may have developed certain portions of this submittal package, inclusion
of these materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent
with the proposed design. Note: In accordance with NC General Statutes 143-215,5A and 143-215.6E1, any person who
knowingly makes any false statement, representation, or certification in any application 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 viol tion
2a. Joel L Madden
Professional Engineer Name
2b. Merrick & Company
Engineering Firm
2c, 1001 Morehead Square Dr, Suite 530
Mailing Address
2d, Charlotte
2e. NC 27. 28203
City State Zip
2g. 704-529-6500 2h, 704-522-082 2i. [e-mail]
Telephone Facsimile
NC PE Sea, Signature & Date
FTA I 3 APP CATI N Page 6 of 6

MERRICK'
& COMPANY
Merrick & Company
1001 Morehead Square Dri, Suite 530
Charlotte: NC 28203
Tel: [phone]
Fax: [phone]'
www.merrick.com
The Conservancy at McLean Phase 1
NCDENR DWR Fast Track Application for Gravity Sewers, Pump Stations, and Force Mains
Project Narrative:
This application is to cover the gravity sewer as part The Conservancy at McLean Phase 1 single family subdivision
located in the City of Belmont, Gaston County, NC. The entire phase included 128 single family residential homes
and one amenity center, but this permit will only cover the flow for 123 homes and the amenity center.
The gravity system permitted will include 6,145 linear feet of 8" sanitary sewer, and 34 manholes.
Engineering Architecture . Design.Build Surveying Planning Lanclscape Archilectae GeoSpatial Solutions

aPr sVJ &:: YnY4trtg

KILOMETRE
CONTOUR INTERVAL 10 FEET
FEET

State of North Carolina
Department of Environment and Natural Resources
ision of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: City of Belmont
Project Name for which flow is being requested: McLean Conservancy Pump Sta. & FM
Afore than one ,FTSE nun be required for a single protect if die owner of the WP17.1" is not responsiblelbr all pump
stations along the route of the proposed wastewater flow%
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City c.-)i-f13elmont WWTP
b. WWTP Facility Permit #: NC0021181
c. WWTP facility's permitted flow
d. Estimated obligated .flow not yet tributary to the
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the acili
h. Percent of permitted flow used
Alt fiows are in AIGD
5.000
TP 1.2846
1.4000 (2014 average)
0.1150
2.7996
55%
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
Station
(Name or
Number)
c Lea n
WQ003721.
Pumps to
Moreans
Branch
WQ003 7000
(A) (3) (C) (D)=(B+C (E)=(A-D)
Design Obligated,
Average Daily Approx„ Not Yet Total Current
Firm Flow** Current ?5,,vg, Tributary- Flow Plus
Capacity,* (Firm / pf,), Daily Flow, Daily Flow, Obligated Available
MGD MGD MGD MGD Flow Capacity***
0.9360 0,3744 0..0000 0.2006 0.2006 0,7354
1.7280 0.6912 0.0595 0.3920 0.4565
1.2715
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacit.), of the pump station divided by a peaking
factor (p0 not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Page 1 of 6
FTSE 08- 13

III, Certification Statement:
Barry L. Webb, Cit Matta er certify to the best of iny 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 irt accordance with local established policies and procedures using
the hest available data. This certification applies to those items listed above in Sections 1 and II
plus all attached planning assessment addendurns for which I am the responsible party,
Signature of this form indicates acceptance of this W a s tew ater flow.
„if ci
Signing Official Signalitire
Page 2 of 6
(l8-13

FTSE PLANNIN ASSESS @ 'ENT ADDENDUM (PAA)
Submit a planning assessment addendum fear each pump station listed in Section II where Available
Capacity is < 0,
Pump Station (Name or N ber)
Given that:
a, The proportion and amount obliated, Not Yet Tributary Daily
MGD of the Available Capae
and that.
' and
The rate ot` actin°ation of this obligated, not yet tributary eai
ID per year; and that
A funded Capital Project that will provide the required planned capacity, namely
in design or under construction with
and/or
plat
The
otnpletion
ng applies:
(C) accounts tor
Pump Station
y is currently approximately'
Therefore:
Given reasonably expected condition,
to allow this flow to be permitted, wiwithout a significant likelihood of over -allocating capacity in
the system infrastructure.
and plan ig information, there is sufficient justification
1 understand that this does not relieve the collection system owner- from complying G.S.
l - I .(a) which 'Prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Sig ni 0, 'al Signan r
Date
Page , of 6

Instrucitions for: Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE) and
Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the '47VWTP that will receive the wastewater flow.
b. WWTP Facility Permit 4: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. ww-rp facility'Lpermitted flow. M&I) From WWTP owner's NPDES or Non -Discharge perinit,
d. Estimated obligated flow not yet tributary to the WWTP, M.GD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included, For POTWs that implement a pretreatment program, include flows allocated. to industrial
users who may not be using all of their flow allocation, Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%, Semi-
annual time period are defined as January 1 through June 30 an.d July 1 through December 31. Semi-
annual, updates shall be submitted to the appropriate Regional Office by July 1.5 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. WWTP facilitv's actual avg. flow, Previous 12 'month average.
f. Taij1oJorijjs specific re nest. MGD: Enter the requested flow volume.
g.
Total actual and obiiged flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)*100]
Page 4 of 6
FTSE 08-13

For example:
On January 15 a POTW with a permitted flow of 6,0 MGD, reported to the Regional Office that there
is 0,5 MGD of flow that is obligated but not yet tributary. The annuai average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0..015 MGD.
The first Forrn FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6,0 MGD
d. = 0.5 MGD
e. = 2,7 MGD
f. = 0.01.5 MGD
g. = 3.21.5 MGD
h.-= 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
55.8 %
Each subsequent Form FTSE- will be updated in the same manner.
Section 11
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for each pump station that will he impacted by the proposed sewer
extension project. Calculate the total current flow plus obligated flow (D=B+C) and the available
capacity (EA-D)„ Include the proposed flow for this project with other obligated flows that have been
approved for the pump station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largestpump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pi) of
not less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the
permitting process.
(A) (B)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Kaw Creek PS
0.800 0.320
Valley Road PS
1.895
Approx.
Current Avg.
Daily Flow,
MGD
0,252
0.758 0.472
(C) (D)=(B+C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
0.080
0.135
Total Current
Flow Plus
Obligated
Flow
0.332
Available
Capacity*
-0.012
0.607 0.151
Page 5 of 6
FTSE 0-
, 3

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section 11 where available
capacity is < O.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate
whether there is significant likelihood. that needed improvements or reductions in obligated flows will be
in place prior to activating the flows from the proposed sewer extension. project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely project completion for any expansion, flow
management diversion or infiltration and inflow elimination projects that are the foundation of a planned
solution to capacity tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate ofactivation this obligated, not yet tributary capacity- is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, .namely
is in design or under construction with
and/or
planned completion in
d. The following applies:
The master plan and ten year capital_plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014, This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
ea ro'eet as a condition of this Flow Trackin ,lAcce lance for Sew Extension Permit A, -a .n
elevates this project's _priority .for funding and construction to be implemented ahead of the activation of
obligated, not yet tributary flows in amounts that. exceed the firm pump station, capacities identified in
Section II above,
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure,
Page 6 of 6
FTST 08-13

©m MERRICK
DOS
& COMPANY
To: Dee Browder
NCDENR - Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
704-663-1699
TRANSMJTTAL
iNQROS
M `QRF iVfLLE RFGVUSAL0F`falCE
Date: July 6, 2015
Document: Application for Gravity Sewer Approval
Ref.: The Conservancy at McLean - Phase 1
Job #: 7825-03
Sent Via: FedEx
Quantity Description
1 Application for Approval
1 Cover Letter
1 Flow tracking acceptance form (FTSE 08-13)
1 Application fee of $480, check #1341
1 USGS topo map
1 Street level map
Remarks
Dee,
Attached is our permit application for The Conservancy at M Lean - Gravity Sewer. Please let me
know if you have any questions.
Respectfully submitted,
Merrick & Company
By:
Bryan Clark Merrick & Company
Bryan.Clark @ merrick.com Date: Time:
Received by
Merrick & Company -- Charlotte
1001. Morehead Square Drive
Charlotte, NC 28203
704-529-6500

ermit Number WQ0037900
Central Files: APS SVP
7/27/2015
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviesver
barry love
Coastal SWRule
Permitted Flow
0
Facility
Facility Name
The Conservancy at McLean Phase 1
Location Address
Owner
Status Project Type
In review New Project
Version Permit Classification
A Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Gaston
Facility Contact Affiliation
Owner Name
City of Belmont
DatesiEents
Owner Type
Government - Municipal
Owner Affiliation
Barry L. Webb
city manager
PO Box 431
Belmont
NC 28012043
Orig Issue App Received Draft Initiated
7/7/2015
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Requested "Received Events
Subdivision
Wastewater collection
Outfall
Additionalinformation requested
Additional information receTved
Waterbody Name
Streaminnex Number Current Class Subbasin

FAST TRACK SEWER ENGINEERING CERTIFICATION
City ofBelmont
VVQ0O7908
The Conservancy atMcLean Phase 2
December 9,2O16
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should besubmitted inamanner that documents the Division's receipt. Send the required documentation
to the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Pennittee to
appropriate enforcement actions. The Pernnittee is responsible for tracking all partial certifications up
until afinal certification isreceived. AFinal Certification shall beacomplete set ofrecord drawings and
design calculations regardless of whether partials have been submitted.
PERMir,rEE'S CERTIFICATION
[ the undersigned a0entforthePernnbtee hereby state that this project has been constructed pursuant
to the applicable standards 8krequirements, the Professional Engineer below has provided applicable
design/construction information bothe Permittee^ and the Rernnitteeis prepared tooperate 0& maintain
the wastewater collection system permitted her ' orportions thereof.
/'
��/ ��'l� '
rv+ 4~�'
Printed Name, Tide
Signature Date
ENGINEER'S CERTIFICATION
|, Joel LMadden, P.E as a |yre0stenedprofessiona|E inthe State ofNo�hCarolina, having
been authorized to observe /]� periodically, weekly,F | fuD time\ the construction of the project
name and location as referenced above for the above Perrnittce hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of Water
Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 20, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1,2D0Uasapplicable; and other supporting materials,
North Carolina Professional Engineer's Seal w/signature & date:
Final M Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
Partial Certification 1oinclude: MHs—�2,4iS,67,l1,12,1�14,15,16,17,1�19,8II�24,Z5,
26i27,28,I9,29A,3031. App/ox4773LFnf0"Sewer Line.
N[DVVR—Water Quality Regional Operations Section
28115
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC
Phone. (704)663'1699 FAX:(7O4)-633+6O4U

PHASE FROM
Job Name: The Conservancy et Mc een
Contractor: Lena Of Faith
TO
MH MH
PIPE LENGTH
PVC
OR DIP
PVC
P
PVC
PVC
MIX
MIX
PVC
PVC
PVC
PVc
P
C
PVC
MIX
PVC
PVC
MIX
MIX
PVC
PVC
MIX
MIX
PVC
PVC
PVC
PVC
PVC
MIX
PVC
MIX
ER TE RESULTS
Witnessed
"*""`LOW
in dl
ILINE
R TES)
STARTING ENDING PRESSURE AIR PASS
PRESSURE" PRESSURE DROP DATE
Petri . 131 4
4.9._ _. 0,1
etiuirea 4psi to hold for 5 minutes. Con
5,0
5.0
5.0
0
0.0
0.0
0,1
0,0
0.1
minutes..
2t18///201
2/19/2016
2119/2016
2/19/2016
2/19/2016
7/20
MANDREL
PASSING DATE
2
2119/2016
2/19/2016
2/19/2016
611772016
6/17/2016
6/17/2016
6/17/2010
2/19/2016
2J19/2016
2/19/2016
21S/2016
COMMENTS

OLE VACUUM TEST RESULTS
Job Nome: The Conservancy at McLean Witnessed By: Mike Hogbin-August (Merrick ) Wes and Owen, (Belmont). Bryan Clark -September (k
Contractor: Lens Of Faith
_*****'**VACUUM TE
STARTING ENDING
MH VACUUM VACUUM
InH'e In
10
t1
12
13
14
15
2
22
22A
23
24
25
26
27
28
29
2'9A
30
31
10.0
10,0
0
10.0
VACUUM PASS
DROP DATE
In Ha
9.8
10.0 ..... 10.0
10.0
10.0
10.0
10.0
10.0
IR 0,0
11.0 10,5 11, 0.5
10,0
10,5 10,5
10,5
10,5
10.5
11.0
10.0
10.0
10.5
10.0
10.5
10,0
10.5
10.2
10,4
10.5
10,0
0,0 •0N 2/
0.0
3,0
0.1
0,8
0,1
WI 0.0
0,0
0.0
0.0
0.9
/2
Date: 9/19/2016
6
/2016
9/2016
016_
6
16
016
6
016
16
9/2016
2016
6
016
016
OMMENTS
d Test

r Resources
Environmental Quality
Mr. Adrian T. Miller, City Manager
City of Belmont
P.O. Box 431
Belmont, NC 28012
SUBJECT:
September 7, 2017
Final Engineering Certification Acknowledgement
Project: The Conservancy at McLean Phase 1
Permit No. WQ0037900
Permittee: City of Belmont
County: Gaston
Dear Mr. Miller:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretwy
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on September 6, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.nedenr.org/webiwq/swpips/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Scott Doerr, P.E., (Merrick & Company, 1001 Morehead Square Drive, Charlotte, NC 28203)
Central Files
MRO
State of North Carolina 1 Environmental QualitylWater Resources 1 Water Quality Regional Operations
Mooresville Regional, Office1610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704--663-1699

Prir.PERMITTEE:
PERMIT tf:
PROJECT:
ISSUE DATE:
FAST TRACK SEWER ENGINEE
NG CERTIFICATION
City of Belmont
WQ0037900
The Conservancy at McLean Phase 1
July 20, 2015
0„/ Nilsr3 iniv
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation, It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
to the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received, A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted,
PER EE'S CRTIFCAT$ON
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, apcl the Permittee is prepared to operate & maintain
the wastewater collection system permitted here)y6r portions thereof.
A41:a1/4.‘ ivt'ater CLi7 ittic-lifyf
Printed Name, Title Signature Date
- 17
ENGINEER'S CERTIFICATION
SCOlt 00S1L PE as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (El periodically, fl weekly, [1 full time) the construction of the project
name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of Water
Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 20, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials
North Carolina Professional Engineer's Seal IN/signature & date:
D Final L Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
•
Ne.c-041R--
11;a1n"
NC DWR — Water Quality Regional Operations Section
28115
Mooresville Regional Office
610 East Centr Avenue, Suite 301, Mooresville, NC
Phone: [phone] FAX [phone]

SEWER MANHOLE VACUUM TEST RESULTS
Job Name: The Conservancy at McLean
Contractor: Lens Of Faith
Witnessed By: Mike Hogbin-August (Merrick ) Wes and Owen, {Be&mant). Bryan Clark (Merrick)
'VAC UUM TESTtt'tt't*********`
STARTING ENDING VACUUM PASS
Mil VACUUM VACUUM DROP DATE
In Hp to Hg In Hg
2
4
7
10
11
12
13
14
16
17
16
19
20
22
22A
23
24
25
27
28
29
29A
31
Date: 2/19/2016, 8/26/2016, 9119/2016, 6/19/2017
10,0
12.0
10.0
10.0
10.0
10.0
10.0
10,0
10.0
10.0
11,0
11,0
10,0
10.5
10.5
10.5
10.5
10.5
11.0
10.5
10.0
10.0
10.0
10.5
10.0
10,5
10,0
10.5
11.0
11.0
10.0
10.0
10.0
10.0
10.0
12.0
10.0
10,0
9.8
10.0
9.2
9,5
9,6
10.0
10.5
10.5
10.0
10.5
10,5
10.5
10.5
9,8
10.2
10.4
9.9
9,1
9.5
10.5
10.0
10,0
10.0
10.5
10.5
10.5
9,5
9.1
9.1
9.7
0.0
0.0
0.0
0,2
0.0
0.8
0.5
0.4
0.0
0.5
0.5
0.0
0.0
0.0
0.0
0,0
0.7
0.'8
0.1
0.1
0.5
0,5
0,5
0.9
0.9
0.3
6/2016
2016
9/2016
/2016
/2016
19/2016
/2017
017
2017
2016
016
26/2016
2016
19/2016
19/2016
19/2016
2016
2016
26/2016
19/2016
6/1512017
/2017
2017
2016
2/19/2016
/2016
9/2016
016
2016
016
26/2016
2015
6/15/2017
7
COMMENTS
Second Test.

Job Name. The Conservancy at McLean
Contractor Lens Of Faith
PHASE FROM TO PIPE LENGTH PVC
MH MH SIZE OR. DIP
21
20
19
18
20
19
18
17
8 142.75
8 303.76
8 167.07
8 210.74
6
171,44
200.71
14
13
12
14
13
12
326.65
228.79
152.20
139.75
176,24
27
26
0
25
24
239,21
347 bb
24
60,35
!24
51 5 8 217,04
PVC
PVC
PVC
PVC
PVC
MIX
Ix
PVC
PVC
PVC
MIX
PVC
PVC
MIX
PVC
PVC
MIX
MIX
PVC
PVC
MIX
MIX
PVC
PVC
PVC
PVC
PVC
PVC
MIX
PVC
1 50 6 8 197
Gravity sewer testing requires 4psl to hold fo
MIX
SEWER TEST RESULTS
Witneaaed Byl Bryan Clark (Me nick}, Mike Hogbin (Merrick), Wes (BeIrm
Date:
/2016„ 6/15/2017
*"""*"*"LOW PRESSURE AIR TEST'"*'*******"*
STARTING ENDING PRESSURE AIR PASS
PRESSUREPRESSURE DROP DATE
Palo pale Paid
5.0
5.0
0.1
5.0 4.9 0,1
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0 0.0
5,0
4,9
4,9
5.0
5.0 4.9
5,0 4.9
5.0 5.0
0.0
0,0
0.0
0.1
0,1
5.0
0.1
0.1
5.0 0.0
5.0 --- 4,8 0.2
5.0 5.0 0.0
5.0 5.0 0.0
0.0
0.0
5.0 5.0 0.0
5.0 4.9 0.1
5.0 5.0 0.0
0.0
0.2
0.0
5.0 5.0 0.0
5.0
5.0 ; 4.9
0.1
5.0 5.0 0.0
Contractor chose to lest at 5psi for 5 minutes.
2/19/2016
2119/2016
9/2016
2119/2016
2/19/2016
2/19/2016
ail 7/2016
8/17/2016
8/17/2016
8/17/2016
/2016
2/19/2016
2t19/2016
2/19/2016
2/19/2016
6
12017
12017
6115/2
0
8117/2016
8117/2016
8/17/2016
MANDREL
PASSING DATE
21'1 Jd2016
2119/2016
2/19/2016
2/19/2016
2/19/2016
2/19/2016
2
20
2
2
8/17/21116
8/17/2016
2/19/2016
2/ 19/20
2/19/2016
6/15/2017
6/1512
7
8117120
8/17/2016
7/2016
8/17/2016
8/17/2016 8/17/2016
6/15/2017
6/15/2017
712016
712016
/1772016
01'7
6/15/2017
017
7
8/17/2016
8/17/2016
8/17/2016
8/17/2016
017
6/15/2017
COMMENTS