WQ0040407_Regional Office Historical File Pre 2018

kO COOl
<HAI,y S. R.EGAN
1.INDA CUL„f` EPPE R.
November 9, 2018
Mr. :Corn Polito. Director o'Public Works
Town of Harrisburg
P.©, Box 100
Harrisburg, North Carolina 28203
Subject: Permit No. WQ0040407
hown of Harrisburg
Holcomb Woods - Phase 2
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr. Polito:
In accordance with your appin received November S, 2018we are forwarding herewith Permit No.
WQ0040407 dated November 9, 2018 to the Town of Harrisburg (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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 he 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 1 SA NCAC 2T .0403 or any individual system wide collection system
permit issued to the Permittee.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with this
permit, regulations, or the Minimum Design Criteria. [ I SA NCAC 02T.01 161

all be the responsibility of the Prmitte 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 §§ 145- 15.6 . through 14 -215.6 ", construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
hoard.
1f` any parts, requiremntmts, or limitations contained in this permit are unacceptable, you hae the righi
request an adgudieatory heararmg upon written request Within 30 days following receipt of this permnit. Thi
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and bled with the Office of Administrative llearin,gs 6714 Mail Service Center, Raleigh, NC
2°7699 671 1. t/unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Ori Tus is at (704) SS 2' 190 or
via e-mail at ori.tu
Sincerely,
a u i ned by:
Al4CC681AF27425..:
Linda Culpepper
Inter°a mr ire ror, D cr Resources'.
. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDFQ
Dale Stewart 1'.F.)t opy)
Mooresville Regional Office Files (Lasertiche)
Water Resources Central Files ltusertieliej
PFRC a (Lase rfmche
Page 2 of tt1

CCAL t,4
.e2frrvilerteotai Qua h !),
WASTE ATER 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
•
Town of Harrisburg
Cabarrus County
for the construction and operation of approximately 10,324 linear feet of 8-inch gravity sewer to
serve 224 four bedroom homes as part of Holcomb Woods - Phase 2 development, and the
discharge of 107,520 gallons per day of collected wastewater into the Water and Sewer
Authority of Cabarrus County's existing sewerage system, pursuant to the application received
November 5. 2018and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12. 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 he effective from the date of issuance until rescinded and shall be subject to
the specified conditions and limitations contained therein.
DocuSigned by:
A14CC68IAF27425.
for Linda Culpepper
Interim Director. Division of Water Resources
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0040407
Permit Issued: November 9, 2018.
Page 3 of 10

SUPPLEMENT TO PERMIT COVER SHEET
Town of Harrisburg 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 Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Number NC0036269.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed. Professional
Engineer in the application. It shall be the Permittee's 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.
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein. 1,07,520 GPD, shall he made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02'1..0304 (b)J.
II. STANDARD CONDITIONS
1. This permit is not transferable. in the event there is a desire for the wastewater collection facilities
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 and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.]03)1
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June I., 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T.01 101
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0] 101
4. The wastewater collection facilities shall be 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. NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall he met: [1.5A NCAC 02T .0108(b)]:
Page 4 of 10

a. The sewer system shall be effectively maintained and operated at all .times to prevent discharge
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.
c. An operation and 'maintenance plan including pump station inspection .frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system. shall he inspected every day (i.e. 365
days per year), Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. I-ligh-priority sewer lines shall be inspected at least once per every six months and inspections
documented.
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 §1.43-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at leasi
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
For privately owned collection systems, the Grease Control Program shall. include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
1. 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 a minimum of
three yearswith exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number (704) 663-1.699, as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c„Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 10

Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number (8.00) 858-0368 or [phone].
Persons reporting any of the above occurrences shall file a !spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report mustoutline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(al )11
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 NCAC 021-.0108(b)1
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 to the wastewater collection system extension prior to completion of this .Engineers
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a cop), of the
Articles of Incorporation. Declarations/Covenantsatestrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD 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 in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated 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
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this pei tint, regulations, or the
.Mini mum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes
resulting in non-compliance with this permit (including but not limited to pipe length changes
of IO% 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
Page 6 of 10

Criteria. Requested modifications or variances to the Minimum Design Criteria will be reviewed on
a case -by -case basis and each on its own merit. Please note that variances to the Minimum Design
Criteria should be 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 to certification & activation. [15A NCAC 02T .0116]
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 until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A. NCAC 02T,0105(n)i
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [I5A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC '2T; the
Division's Gravity Sewer Design Criteria adopted February 12. 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through 043-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104, 15A NCAC 02T .0108(b-c)1
H. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions. the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; ISA NCA.C. 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permirtee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction. or obtaining other 'permits which maybe required
by the Division or any other Federal, State, of Local government agencies. G.S. 143-215.1(b)]
Page 7 of 10

CERTIFICATION CHECKLIST
To he completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.011.6.
Certifying Engineer:
Certification Review Date:
Project Name:
WQ00 Project County:
1) Has permittee information changed since the permit was issued. (or ast modified): change of mailing address,
change of ownership, transfer from developer to HOA/P0A, etc. EJ Yes No
• If yes, please provide either a change of ownership form or new contact information, Note that transfer of
permits from the developer to the HOA/PO.A must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an NC. PE?. Yes No
3) Final Engineering certification.? Yes E No
• if Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: P Yes L. No E N/A.
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignm.ent, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches)..
5) Adequate information related to pump stations:
Yes
No N/A
• Ensure power reliability option was selected. per I 51 NCAC 02TM305.01).
6) Was project construction completed in accordance with all of the following:
Yes Li No LI N/A
• 151 NCAC 02T, Minimum Design Criteria (MDC) for the perrnittingor CiraviiN Sewersilatest version), and
MDC tbr hL Permi aim, of Pump Stations and Force Vial ns (latest version)?
If not, a variance approval is required in accordance with I5A NCAC 021 0105(1)), prior to certification and.
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvahle, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents,
7) Does the project contains high priority lines (15A NCAC 02T ,0402(2)I? E Yes fl No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A, NCAC
02T.0403 (a)(5), if the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of'10% or greater, change in flow, pump station design capacity design change of 5% or
greater, and/or change in the number/type of connections)? 1 Yes E No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TOWN OF HARRISBURG
PERMIT #: WQ0040407
PROJECT: HOLCOMB WOODS - PHASE 2
ISSUE DATE: NOVEMBER 9. 2018
This project shall not be considered complete nor allowed to operate On accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be s-ubmitted 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 noted in the page :looter.
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 by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PERMLTTEE'S CERTIFICATION
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, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof,
Printed Name. 'Title
Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional Einee.r in the State of North Carolina,
having been authorized to observe (7 periodically, weekly, Li full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best drily
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; I 5A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 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 w/signature & date:
Final Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX {704)-633-6040

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST 'TRACK. SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16. & SUPPORTING DOCUMENTATION
I
Application Number: k11)(1X)4" he completed by MR)
All items must be completed mrtheapplication will be returned
1. APPLICANT INFORMATION:
1. Applicant's. name: Town of Harrisburg, NC (company, municipality. HOA, utility, etc.)
2. Applicant type, D lndividua] ['Corporation E] General Partnership El Privately -Owned Public Utility
111 Federal LI State/County Municipal LJ Other
Signature authority's name: Toni Polito per 15,,\. NCAC 02T .01.06(12.1
Title: Public Works Director
4. Applicant's mailing address: PO .Box 100 Harrisburg, NC 28075
City: Charlotte State: NC Zip: 28203-5927
5. Applicant's contact information:
Phone number: [phone] Email Address: t
IL PROJECT INFORMATION:
-I. Project name: Holcomb Woods - Phase 2
,Application/Project status:
rrisht
nc„o
Proposed (New Pemiit) E Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Caharrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.2671.11' Longitude: -80.666083'
5. Parcel ID (if applicable): 5505-58-8624
(or Parcel ID to closest downstream sewer)
111, CONSULTANT INFORMATION:
1. Professional Engineer: Dale C. Stewart, PE License Number: 6988
Firm: LandDesign., inc
Mailing address: 22; N. Graham St.
City: Charlotte State: NC Zip: 28202-143.1
Phone number: [phone] Email Address: dstewartrOanddesign.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Re 'tonal WWTP Permit Number: NC0036 69
Owner 'Name: Water & Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s.): WQ
Downstream (Receiving) Sewer Size: .36 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00009
Owner Name(s): Water & Sewer Authoritv ofCaharrus County
FORM: FTA 04-16 Page 1 of 5

VI, GENERAL REQUIREMENTS
1, If the Applicant is a Privately -Owned Public Utility, has a Certifi.cate of Public Convenience and Necessity been attached?
0 Yes No N/A
If the Applicant is a Developer of lots to be sold, has a Deve oper's Operational reenient (FORM.: DEN') been attached?
El Yes 0No N/A.
If the Applicant is a tiornelProp_ertv Owners' :Association, has an Operational Agreement (FORM: LIOA) been attached?
11 Yes 0No ZN/A
4. Origin of wastewater: (check all that apply):
Residential Owned
0 Residential Leased
School / preschool day care
ID Food and drink facilities
0 Businesses offices factories
0 Retail (stores, centers. malls)
0 Retail with food preparation/service
0 Medical / dental / veterinary facilities
0 Church
LI Nursing Horne
5. Nature of wastewater : 100 Domestic/Commercial % Commercial
o Industrial (See .15A NCAC 0271 .0103(201)
'Is there a Pretreatment Program in effect?
6. Has a tlow reduction been approved under 15A N(.7,AC 02T .0114( f)? D Yes
;‘, If yes, provide a copy of flow reduction approvalietter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.911411))
Single Family Lots (4 Bedroom House)
Daily Design Flow "
480 gal Lot
gal/
gal/
0 Car Wash
0 'tote' and/or Motels
0 Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
Yes A No
No
No. of Units How
224 107,520 GPD
'Total 107,520 GPD
See 1,5A NCA.0 02T .(111.4(b), j_dijei( ) and (0(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses: public access facilities located near high publicuse areas;
and residential property located south or east ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.,!z,; 42A-4).
b Per 15,A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15:A NCAC 02T01 14] shall he
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project; 107,520 GPD (per 15A..NCAC 02T .0114)
".,• Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate vvhy:
.Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
D Flow has already been allocated in Permit Number
LI Rehabilitation or replacement ofexisting sewer with no new flow expected
0 Other (Explain):
FORM: ETA 04-16
Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NII,C tGrafty e 8 :
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
10,324
Material
PVC, DIP
• Section U & 111 of the MDC for Permitting of Gravity Sewers contains information rclated to design criteria
• Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) --,(nT .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I, Pump station number or name:
2 Approximate Coordinates (Decimal Degrees): Latitude: , Longitude:
I Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): z gallons. per minute at .feet total dynamic head (TDEE)
5. Summarize the force main to be permitted (for this Pump Station)
Size
Length (feet)
Material
6. Power reliability in accordance with I.5A NCAC 02T :0.305(h)(l.):
L Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)( I )(B):
• Required for all pump stations with an average daily flow greater than or equal to 15,000. gallons per day
• Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
El .Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
0305(1)(1)(C)
or
LJ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
• It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORvI: FTA 04-16 Page 3 of 5

IX. SETBACK h & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
Does.the project comply with all separations found in l5A, NCAC 021 ,0305(1) & tg)
5A. NCAC 02T,0305(f) containscontairis minimumseparationsseparaQons Lhat shall be provided forse. e. • s
Setback Param
se
'ers and o
Cr utilities
ot hsted below
al
'acr rnains (verticatwatcr over includingin benehed trenches
11] Yes Z No
Senaration Rcu uired
24 inches
incites
'ater mains(horizontal) 10 feet
Reclaimed water lines tve
1 - reclaimed over sewe
Reclaimed water lines (horizontal reclaimed over sewer)
18 inches
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
*Waters classified WS (except WS-I or WS-V), B, SA, ORW, HOW, or SB from normal
high water (or tide elevation.) and wetlands (see item 1X.2)
*Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
2 feet
100 fe
0 fee
10 feet
5 feet
o '
Top slope of embankment or u f 2 f
Drainage systems and interceptor drains
y swimming pools
vertica1 heig
0 fce
5
'eet
Final earth grade (vertical) 36 inches
'A'• 15A NCAC 0217.0305(g) contains alternatives Where separations in 02T,03051T) cannot be achieved..
classifications can be identified using the Division's jtjrfacc :Water Classifications webpage
If n.oncompliance with 02T,0305(tior (g), see Section X of this application
2, Does the project comply with separation requirements for wetlands? (50 feet of separation)
See the Division's draft separation requirements for situations where separation cannot be meet
• No variance is required if the alternative design criteria specified is utilized in design and construction
As 'built documents should .reference the location of .areas effected
3, Does the project comply with all setbacks found in the river basin rules perper bA.
• This would include Trout Buffered Streams per I5A NCAC 213.0202
'CAC 0 13 0200!.
0 Yes LI No
E] Yes LINo
4, Does the project comply with an individual 404 Permit or any 401 Certifications? Z Yes 0 No
• Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
• information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T,0 I 05(c)(6) (additional permits/certifications)? Z Yes LI No
Per 1.5A 'NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtain.ed. Issuance of this permit is contingent on issuance .of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.),
6, Does this projectinclude any sewer collection lines that are deemed "high -priority?"
Per I 5A 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,
El Yes Z1 No
Byes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with It 5.A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sever ls.linimum. Design Criteria (latest version) as applicable?
Yes EliNo
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. .Approval of The,request is required prior to submittal of the Fast Track Applicationundsupporting documents,
Professional Engineer's Certification:
1, Dale C. Stewart, PE
(Professional Engineer's name from Application Item III,
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information. supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge., 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 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
statetnent, representation, or certification in any application package shall be guilty of a Class 2 misd-meanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation„
North Carolina Professional Engineer's seal, signature, and date:
3, Applicant's Certification per 15A NCAC 02T „0106(b):
(Signature Authority's name & title from Application Item 1,3.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge, I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, andlor 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 ilia!l required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine notteed $10,000 as well as civil penalties up to $25,000 per violation
Signature:
Date:
FORM: FTA 04-16
Page 5 of 5

SANITARY „SE'.WER
TIE-
Fit'SP
XPST'tNG
�ANHOOLE TE..
S.ANtTAR v' S
flow 'i
NOTE
ViCANITY MAP , NOT TO SCALE
MANHOLE fE-IN
MH IDg-0T9il 7p
9 P6 C, WSACC
HOLE 11E- N
•E 5Lh5E - 01 E 090 i
2 CO Ei)5
HOLCOMB WOODS - PHASE 2
FTSE MAP
SCALE 1"

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
jurisdiction Requesting Flow Acceptance: Date: October 10, 2018
EiCity of Concord ElCity of Kannapolis IRITown of Harrisburg LjTown of Mt. Pleasant
OCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit: Holcomb Woods — Phase 2
Project Title; Holcomb Woods — Phase 2
Description: The Holcomb Woods — Phase 2 engineering plans and specifications, as prepared and sealed by Pale C.
Stewart, NCPE, with LandDesign, Inc. for the wastewater collection system extensi_on cgasisting 9f approximately
10 324 linear feet ol 8-in h sarntary sewr with 48 manhoLcs and other appurtenances to serve 224 hislo-at d off of
Plaza Rd Ext. near MeckJCab CQ line, with a wastewater discharge of 1.07,520 OPD,
*Number of Lots: 224 OR *Number of Units: nia *Must be included in request.
Where will the new line be connected:
Directly into a WSACC Interceptor
El Into the Jurisdiction's existing collection system
Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed 8-inch sanitary sewer
s st m connect at 3 1 cation M -1-0 19L08J4F-01 0 a -019087 to the 36" WSACC Creek Int r
Which WSACC Interceptor will the flow ultimately be discharged into: 36-inch Reedy Creek Interceptor
What is the WSACC manhole number that the flow will be discharged into? MH-019108, MH-019090, MH-019087
What is the quantity of flow that will be discharged? 107,520 GPD (224 lots * 480 GPD/Lot)
*(4 bedrooms qi)120 GPD / bedroom)
Flow type:
RI Domestic 100 Commercial El industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
El Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure,
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext. 231, must be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after completion,
If construction is not started within two (2) year from the date of approval of the flow acccptancefar this project, the
approval is rescinded and a second request and approval will be required for the project
WSACC USE ONLY: DATE:
Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
Approved Not Approved
Current Sewer Model shows:

DivicInn of WAter
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY
Jurisdiction Requesting Flow Acceptance far Collection System:
DCity of Concord EliCity of Kannapolis Town of Harrisburg LjTown. ofMt, Plcasant
EICharlotte Mecklenburg Utilities
Project Title, iJ eseription, and Number of Lots/Unit: Holcomb Woods — Phase 2
Project Title: Holcomb Woods — Phase 2
Description: The Holcomb Woods — Phase 2cninccring Dlansand specificatinsa Dreiaredand sealed bv Dale C.
Stewart, NCPE, with LandDesign. Inc, for the wastewater collection system extension consisting of approximately 10,324
linear feet of 8-inch sanitary sewer with 48 manholes and other appurtenances to serve 224 lots located off of Plaza Rd Ext,
near Meck/Cab Co line, with a wastewater discharge of 107.520 GPD, What is the quantity of flow that will be
discharged? 107.520 GPD
Flow type:
E1 Domestic
% LI Commercial
Section I - List the Jurisdiction's pump stations located
Interceptor connection point,
Pump Station Finn Cap *
(Name or Number) MGD
(A)
Design Average Daily Flow **
MCI)
Lil Industrial
between the project connection point and the WSACC
(B)
,Approx„ Current
Average Daily Flow
MCI)
(C)
Obligated, Not Yet
Tributary Daily Flow
MOD
(D) = (B±C)
Tot ai Crurrem Flow
Plus Obligated Flow
MCI)
•
(E)"(AD)
Available
Capainiy***
MCI)
• The Firm Capacity of any pump station is defined as the maximum pumped now 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 not less than 23.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point anti the WWTP where Available Capacity is <
Section It. Jurisdiction's Certification Statement:
1, gA 041.0s certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this
project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSACC interceptor 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 Section 1 plus all attached
planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity, Signature of this f rm indicates acceptance of this wastewater flow.
Kr -
Jurisdiction's Signing Official Signature Date
Revision Date: 08i09113

WSACC
IN14CilZ • PalkSy • 004513tIt137
Mr, Haynes Brigman
Town Manager
Town of Harrisburg,
P.0, Box 100
Harris -burg, NC 28075,
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
2.32 Davidson Hwy.
Concord, NC 2.8027
704786,1783 • 704J95.1564 Fax
October 1.8. 2018 www:wsacc,org
Subject: Flow Acceptance Request « Town orHarrisburg
Holcomb Woods — Phase 2
Dear Mr, Brigman:
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of Cabamis County
(WSACC) from the Town of Harrisburg on October .17, 2018. WSACC has or will have capacity at the Rocky River
Regional Wastewater Treatment. Plant and appropriate sewer interceptors to transport and treatthe domestic wastewater from.
the proposed project entitled Holcomb Woods Phase 2,, located olT Plaza Road Extension, The referenced project will serve
residential subdivision. with 224 single-family homes, with a projected wastewater 'n OW Of 107,520 gallons per day (gpd).
The wastewater generated by this project will be conveyed through a proposed gravity system and then enter WSA( C's
system through three connections at the existing 12 / 36 -inch Reedy Creek Interceptor. WSACC acknowledges it has or will
have capacity for wastewater from the proposed development based on information provided by liandDesign, Inc, (Civil
Engineer for the project) using North Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelthes.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 2006, funding Capital
Projects entirely :from Capital Reserves, and WSACC expects to continue this policy into the future. Projects on the CIP are
subject to approval by: WSACC's Botird of Directors, support from local governing bodies, regulatory approval, and funding
availability. The list and schedule of CIP projects are tentative and are revised periodically to reflect changing conditions and
needs,
If construction of this project does not continence within two (2) years of the date of this notice, the notice is rescinded and a
second request and notice will be required before flow capacity is accepted. Please notify WSACC, in writing, when
construction of this project is initiated. This sewer capacity alloe,ation may,: also be cancelled pursuant to the conditions set
forth in the WSACC Sewer Allocation and Commitment Policy,.
Please note that the final commitment to service to provide wastewater treatment services shall occur upon application
a building permit for the project and when system development lees are paid pursuant to N.0 G.S. CA, Article 8.
If vo
have a„ 1 questions, please call me at [phone], extension 104.
Sincerely,
J. Thomas Hahn, PE
Utility Systems Engineer
cc: Tom Polito/Harrisburg
Dale C. Stewart, PE/LandDesign, Inc,
Michael WilsonAVSACC
Tim Kiser, .PEAVSACC
Chad V onCannon, PE/WSACC
Mark Lomax/WSACC

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(ISE -04/16)
(WSACC USE ONLY) Holcomb Woods — Phase 2
Section 1, Name of wastewater treatment facility (WWIT) receiving wastewater:
Rocky River Wastewater Treatment Facility — Pertnit .4INC0036269
0 Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
wwirp faciiitys permitted 26.500
Estimated oblipted flow not yet tributary to the WWTP, MGD
WWIIP facility's actual av . dail flow, MGD
Total flow for this specificrequest, MGD
Total actual and obligated flows to the facility, MGD
Percent of perrnitted flow used
2.681
17.040 (64.30% of permit)
0.108
19.829
74,83%
Section 11. Pump stations along
Pump Station I Firm Capacity *
(Name or Number) NIG II)
Reedy Creek PS 1 16,500
Lower Rocky River PS
I 37.000
nthe Jurisdiction's connection point to the 'WW
(A)
Design Average I}arly 'Flow
(FinElp0
D
6.600
14.800
03)
Approx, Current
Average Daily Flow
NIGD
I 06
132)
Obligated, Not Vet
Tributary Dally Flow
.7k1GD
Total Cu-rein Row
Plus Obligated Dow
MGD
0.545 2.051
FITI'T A-)))
Available
Capacity***
.7s1GD
4.549
8.2.90 2.106 1 10.396 4.404
" The Firm Capacity of any pump station is defined as the ntaximu in bumped now that can h chieved with the largest pump taken, out of Will fe,
**Design Average Daily Hon is the firm capacity Of the pump station divided by a peaking factor not less than 2.5.
Planning Assessment Addendum shall be attached fur each pump station ipoted between the projeet connection point and the WAVI1P where Available Capacity is < 0,
Section 111. WSACC Certification Statement:
I, J. Thomas Hahn. PE, 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 from the connection to the WSACC interceptor 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 Section I and Section plus all attached planning
assessment, addendums for which I am the responsible party, Signature of this form indicates WSACC's guarantee of
capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a commitment to
service this wastewater flow until a building permit is requested through the Cabarrus County Building inspections
Department and WSACC receives payment of the System Development Fee,
lc
'c/a! Signature 'Dale

Divisinn nr
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
FTSE PLANNINC ASSESSMENT ADDENDUM (PAA)
Submit a Planning Assessment Addendum for each pump station located between the project
connection point and the WWTP listed in section 1 or 2 where Available Capacity is < 0::
Pump Station Name (Number):
Purnp Station Address:
Given hat:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in
Pump Station (name) and that;
The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
A funded Capital Project that will provide the required planned capacity, through CIP
project (name)
is in design or under construction with a planned completion date of ; andlor
The following applies:
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.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a), which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Sigrung Official Signature
Date
Revision Date; 08109/13

LAND DESIGN, INC..
P. O. BOX 36959
CHARLOTTE, NC 28236-6959
PAY
TO THE
ORDER OF
PNCBANK
PM` Rank, A. 040
FOR L.1 L 5
DATE
309 2si' a:0 5 4,0000 30a: 5 3 2 3 480 988u'
13092.
__DOLLARS
)116
cap a

urban design planning c w7ilenc ineering branding landscapearchitecture
October 10, 2018
Mooresville Regional NCDEQ Office
Water Quality Section
610 E. Center Ave,
Mooresville, NC 28115
RE: Holcomb Woods Phase 2
LandDesign PN: 1015120
Dear Sir/Madam,
TAC Holcomb, LLC is proposing to develop a 224 lot single-family development on approximately
165.49 acre tract in Harrisburg, NC,
We are estimating 107,520 gallons per day of gravity sewage, Attached is a letter from The Water
& Sewer Authority of Cabarrus County (WSACC) agreeing to accept our flows to the Rocky River
Regional WWTP. The sewer system contains approximately 10,324 L.F. of 8" Sanitary Sewer.
The public 8" sewer extension will connect to an existing WSACC interceptor line,
Included in this submittal is 2 copies of the Fast -Track Application form, $480 Application fee
check, Downstream Sewer WWTF Capacity and Flow Tracking/Acceptance forams, Color Site Map
and Certifications, Thank you for your assistance with this project and please feel free to contact
me at 704.333,0325 or NKhan 5landdesi n.com should you have any questions and/or
comments.
Respectfully Submitted,
Nadeem Khan, El,
LandDesign,. Inc.
P© Box 36959 Charlotte, NC 28236.6959 223 North Graham Street Charlotte, NC 28202 V 704 333,0325 Fs 701,376,8235
N:A_201.5'101.51211\.Doi Pem tdr \Pernnnit FarmsThase 21FTSF.\FFSE Cover Leuer.d x

FAST TRACK SEWER ENGINEERING CERTIFICATION
rirCEIVEMNCOC NRIDWr
PERMITTEE: TOWN OF HARRISBURG
PERMIT #: WQ0040407
PROJECT: HOLCOMB WOODS - PHASE 2
ISSUE DATE: NOVEMBER 9, 2018
PO 0 () R ES VI IONA („ir (1;
This project shall not be considered complete nor allowed to operate in accordance with standard
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 noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior o 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 by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PERMITTEE'S CERTIFICATION
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, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Maki p
Printed Nrhe, Titt Date
ENGINEER'S CERTIFICATION
LL/C
fica
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (1 periodically, I weekly, LJ full time) the construction of the
project name and location as referenced above for the above Peniiittee 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 12, 1996, as
applicable; the ivision'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 w/signature & date:
Final
EfPartial (include. description)
CU ,,CE4tv&I) , 26;7
2 7L1
AcLE f)i.--k&C, 2, 1, ivk AC 1.
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office
Phone: [phone] FAX: [phone]

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 1
Certifying Engineer:
Dale C. Stewart
Certification Review Date: 07/17/2019
Project Name: Holcomb Woods - Phase 2
wQoo 40407 Project County: Cabarrus County
1) Has permittee information changed since the permit was issued (or last modiAp- -c1): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc, E] Yes bhirNo
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOAJPOA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by anNC, PE? lwr Yes El No
3) Final Engineering certification? Yes No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: Yes P No T N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches),
Adequate information related to pump stations:
Yes L No N/A
Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following:
MOONLS \M„i„c7. rircOONAL (Or"
Yes No r N/A,
• 15A NCAC 02T, Minimum De MDC for the permitting of Gravity Sewers (latest version), and
MDC for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b1, prior to certification and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (15A NCAC 02T .0402(2))? El Yes
No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, purn s tion design capacity design change of 5% or
greater, and/or change in the number/type of connections)? Yes IrIE No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Sanitary Sewer Testing Report
Project Name:Holcomb Phase 2
Date: May 15, 2019
Signed:
Manhole Pipe Size , ` Pipe
Location Length
SSMH-46 TO SSMH-47
SSMH-47 TO SSMH-48
SSMH-68' TO SSMH-45
8 INCH
8INCH
8 INCH
105.37
344.63
238
N:1 2015\1015124\Construction Admin\Field Reports\2019-05-15 Sewer Tes
PASSED
PASSED
PASSED
Project #: 1015120
Present at Site: Chris "1Pya D
Low Pressure
Air Test
Tlrrre(Minutes)
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
PASSED
PASSED
PASSED
4:05 PM 7/12/2019

FAST TRACK SEWER ENGINEERING CERTIFICATION
R \IE CD5Npiowp
PERMITTEE: TOWN OF HARRISBURG
PERMIT #: WQ0040407
PROJECT: HOLCOMB WOODS - PHASE 2
ISSUE DATE: NOVEMBER 9. 2018
1ViiiONNE,NNIN iii:fIiONAL„
This project shall not be considered complete. nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
docunientation, 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 noted in the page footer.
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 by the Division, A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
1, 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 Pcrmittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof,
N\alko
Printed 1a
P‘,15\ti
1. di:•2";
D ')Y211 471
Date
ENGINEER'S CERTIFICATION
as a dul registered Professional ET neer in the State of North (arolina,
having been authorized to observe periodically, • weekly., Li Fuli 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 12, 1996, as
applicable; the Division's Minimum Design Criteria fir the Fast -Track Permitting of P p Stations and
Force Mains adopted June 1. 2000, as applicable: and other supporting gitcnal.
North Carolina Professional Engineer's Seal wisignature & date.
Ej Final Partial (include description)
LC-1S
3(04 - 3629
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Sanitary Sewer Testing Report
Project Name:Holcomb Phase 2
Project #: 1015120
Date: May 30, 2019
Signed:
Present at Site: Chris Waldt- LDI
Manhole Pipe Size Pipe Mandrel Low Pressure
Air Test
Location Length Test
Tirne(Minutes)
Corntrients
SSMH-08 TO SSMH-07
SSMH-07 TO SSMH-06
SSMH-06 TO SSMH-02
8 Inch 308.82 Passed 4 PSI FOR 4 MIN
8 Inch
8 Inch
SSMH-05 TO SSMH-04 8 Inch
SSMH-04 TO SSMH-03 8 Inch
SSMH-03 TO SSMH-02 8 Inch
230 41
372 83
350 7
94.89
163,04
Passed
Passed
Passed
Passed
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
Passed
Passed
Passed
Passed
Passed
Passed
N:12015\10151201Construction Admin1Field Reports\2019-05-31 Sewer Tes
rig Report,xls 4:05 PM 7/12/ 019
Passed

Project Name: Holcomb Phase 2
Date: June 25, 2019
Signed:
Sanitary Sewer Testing Report
Project #: 1015120
Present at Site: Chris Waldt- LDI
Manhole
Location
Pipe Mandrel
Length Test.
Pressure
Air Test
Tire(Mtnutes)
SSMH-10 TO SSMH-09
SSMH-09 TO SSMH-06
SSMH-02 TO SSMH-01
SSMH-01 TO EX. SSMH-26
8 INCH
8 INCH
8 INCH
8 INCH
128,8
138.77
224
55,6
PASSED
PASSED
PASSED
PASSED
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
PASSED
PASSED
PASSED
PASSED
N:1 20151'1015120\Construction AdmintFseld Reports12019-06-25 Sewer Tes
'Pressure Test.xls
4:08 PM 7/12/2019

FAST TRACKElifkr 61
PERMITTEE: TOWN OF HARRISBURG
PERMIT #: WQ0040407
PROJECT: HOLCOMB WOODS - PHASE 2
ISSUE DATE: NOVEMBER 9, 2018
EERING CERTIFICATION
FEC.F:,iVEDiNGOENWE)*,1
2 7
WC,FOS
MODRESV[Li.E REGIONAL. OFFICE
This project shall not be considered complete nor allowed to operate in accordance with standard
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 noted in the page footer.
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 by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERNIITTEE'S CER11FICATION
1, 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 Permirtee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof,
(q..b\e2tik•
Printed Name, Title
ENGINEER'S CERTIFICATION
Date
1, Dale C. Stewart , as a registered Professional E n er in the State of North Carolina,
having been authorized to c7ibserve riodically, Ell weekly, 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; I 5A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 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 w/signature & date:
EJ Final trg#Partial (include description)
Lots to be served:
295-300, 316-332, 385-415
Certification Comments/Quallflers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Project Narne:Holcomb Phase 2 (Map 3)
Sanitary Sewer Testing Report
Project #: 1015120
Date: June 3, 2.020
Signed:
Present at Site: Chris Waldt- LDI
Manhole Pipe Size Pipe Mandrel Low Pressure
Location Length Test Air Test
Time(Minutes)
Comments
SSMH-27A TO SSMH-27
SSMH-27 TO SSMH-28
SSMH-28 TO SSMH-32
SSMH-32 TO SSMH-31
SSMH-31 TO SSMH-30
SSMH-3t1 TO SSMH-19
SSMH-21 TO SSMH-20
SSMH-20 TO SSMH-19
SSMH-19 TO SSMH-18
SSMH-18 TO SSMH-17
SSMH-35 TO SSMH-4
SSMH-34 TO SSMH-33
SSMH-33 TO SSMH-17
SSMH-17 TO SSMH-16
SSMH..-16 TO SSMH-15
8 INCH
8 INCH
162.19
100
8 INCH 91,79
81INCH 272-52
8INCH 400
8 INCH 400
8 INCH 400
8INCH
8 INCH
138.95
96.09
8 INCH 81.81
8 INCH 142.32
8INCH 166.74
8I'NCH 1877,12
8INCH 225.29
8 INCH 171.36
PASSED
PASSED
PASSED
DIP
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
DIP
PASSED
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 P51 FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4PSIFOR4MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
H-15 TO EX SSMH-13
8 INCH 149.85
N:1_2015110151201Constrection Admin\Field Reports\Phase 2 Map3-7 Sewe
PASSED
4 PS! FOR 4 MIN
PASSED
3 Sewer Testing Report 12:51 PM 7/30/2020

Sanitary Sewer Manhole VacuumTesting Report
Project Name: Holcomb Phase 2 (Map3
Project #: 1015120
Date: June 3, 2020
Signed:
Manhole Test Time
Present at ite: Chris dt-LD
Results
SSMH-21
SSMH-20
SSMH-19
SSMH-18
SSMH-17
60 SECONDS
VAC 10 TO 10
60 SECONDS
VAC 10 TO 10
SSMH-27
SSMH-27A
SSMH-28
SSM1-1-29
SSMH-32
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
60 SECONDS
60 SECONDS
90 SECONDS
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
Comments
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
VAC 10 TO 10
PASSED
SSMH-31
SSMH-30
60 SECONDS
60 SECONDS
VAC 10 TO 10
VAC 10 TO 10
PASSED
PASSED
SSMH-35
SSMH-34
60 SECONDS
VAC 10 TO 10 PASSED
60 SECONDS
VAC 10 TO 10 PASSED
SSMH-33
60 SECONDS
VAC 10 TO 10 PASSED
SSMH-16
60 SECONDS
VAC 10 TO 10
PASSED
SSMH-15
60 SECONDS
VAC 10 TO 10
PASSED
NLI_2015\10151201Construction Admin \Field Repo P 2 Map3-7 Sewer Testing \MAP 31Ho[comb Ph2 Map3 Vacuum Testing Report 12:51 PM 7/30/2020

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TOWN OF HARRISBURG
PERMIT #: WQ0040407
PROJECT: HOLCOMB WOODS - PHASE 2
ISSUE DATE: NOVEMBER 9, 2018 ivvc4Ros
MOORESVILLE REGIONAL OFFICE
This project shall not be considered complete nor allowed to operate in accordance with standard
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 noted in the page footer.
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 Pemiittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification tag be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERIVIIITEE'S CERTIFICATION
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, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
k.Sct.rtAlt
Printed Name, Title
Sianature
ENGINEER'S CERTIYICATION
Date
I, Megan J. Schultz , as a d regislered Professionalin the State of North Carolina,
having been authorized to observe periodically, weekly,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 12, 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 whignature & date:
O Final tYrFartial (include description)
Lots to be served:
339-344, 357-363, 370-384
Certification Comments/Qua (a cis
ok 10 I 1414;
NC OWR - Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
• -

Sanitary Sewer Testing Report
Project Name: Holcomb Phase 2 (Map 5)
Project #: 1015120
Date: June 3, 2020
Manhole
Location
SSMH-39 TO SSMH-38
Pipe Size
8 INCH
Pipe
Length
354,42
Mandrel
Test
PASSED
SSMH-38 TO SSMH-37 8 INCH 300 PASSED
SSMH-37 TO SSMH-36 8 INCH 200 PASSED
SSMH-36 TO SSMH-34 8 INCH 100 PASSED
Present at Site: Chris fa DI
Low Pressure
Air Test
Time(Minutes)
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
PASSED
PASSED
PASSED
PASSED

Date: June 3, 2020
Signed:
SSMH-39
SSMH-38
SSMH-37
SSMH-36
Sanitary Sewer Manhole VacuumTesting Report
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
Project #: 1015120
Present at Site: Chris Waldt-LDI
Res r tts Car ments
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
PASSED
PASSED
PASSED
PASSED

flF1CATIO
PERMITTEE: TOWN OF HARRISBURG
PERMIT #: WQ0040407
PROJECT: HOLCOMB WOODS - PHASE 2 \laps 6 & 7
ISSUE DATE: NOVEMBER 9, 2018
ElliNCCJI:NR)ricck,
WOROs
fkilOORESOLIP REGIONk\st QPF:
This project shall not be co sidered complete nor allowed to operate in accordance with stairo
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 noted in the page looter.
Any wastewater flow made tributary to the wastewater coiiection system extension prior to completion
of this Certification shall be considered a violation of the pemit 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 by the Division. A Final Certification hall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERIVIITTEE9S CERTIFICATION
1, the undersi ed 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 inforrnation to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Robert Donhain, Public Works Director
Printed Name, Title
Date
ENGINEER'S CERTIFICATION
1, wan J. Schultz ,as a du registered Professional En in the State of North Carolina,
having been authorized to observe periodically, 0 weekly, LJ fuli 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 UT; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 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 wfsignature & date:
ID Final ePartial (include description)
Lots to be served:
220-223, 345-356
224, 229-255, 262-273, 333-338
Certification CommentstQuallfiers (attach if necessary):
Nlap 6 Streets :Larewood and Harvest Gold Drive
Map 7 Streets: Larewood, Summer Surprise
Drive, and Paper Birch Drive
0%t till 11,/
cAno
•*o
• „ „
4 SC'
111‘‘‘
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, NlooresyMe, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Project Name: Holcomb Phase 2 (l4 ap 6)
Sanitary Sewer Testing Report
Project #: 1015120
Date: June 3, 2020
Signed:
Manhole
Location
SSMH-14 TO SSMH-13
SSMH-13 TO SSMH-11
Pipe Size
8 INCH
8 INCH
SSMH-11 TO SSMH-10
8 INCH
Pipe Mandrel
Length Test
21t5
211.50
233.49
PASSED
Present at Site: Chris Waldt- LDI
Low Pressure
Air Test
Time(Minutes)
4 PSI FOR 4 MIN
Comments
PASSED
PASSED
4 PSI FOR 4 MIN
PASSED
PASSE©
4 PSI FOR 4 MIN
PASSED
N:'3_2015t1015120'\Construction Admin\Field Reports\Phase 2 Map3-7 Sewe
6 Sewer Testing Report
6:35 AM 10/7/2020

Sanitary Sewer Manhole VacuumTestbng Report
Project Name: Holcomb Phase 2 (Map 6
Project #: 1015120
Date: June 3, 2020
Signed:
SSMH-14 60 SECONDS
SSMH-13 60 SECONDS
Present at Site: Chris waldt-LDI
VAC 10 TO 10 PASSED
VAC 10 TO 10 PASSED
SSMH-11
s'S M i- 1-16
9'C) SECONDS
VAC 10 TO 10 PASSED
60 SECONDS
VAC 10 TO 10 PASSED
N.1 2015110151201Construction Admin\Field Reports\Phase 2 Map3-7 Sewe
p6 Vacuum Testing Report 6.35 AM 10/712020

Sanitary Sewer Testing Report
Project Name: Holcomb Phase 2 j iap 7)
Project #: 101512
Date: June 3, 2020
Signed:
Manhole Pipe Size Pipe Mandrel
Location Length Test
SSMH-43 TO SSMH-41 8 INCH 61,15 PASSED
SSMH-n44 TO SSMH-45 8 INCH
SSMH-42 TO SSMH-41
SSMH-41 To SSMH•40
8INCH
8 INCH
236 PASSED
312
Present at Site: Chris t P`aldDI
Low Pressure
Air Test
Time(Minutes)
Comments
4 PSI FOR 4 MIN PASSED
4 PSI FOR 4 MIN
371
PASSED
PASSED
SSMH-40 TO SSMH-68 8 INCH'.
205,68 PASSED
4 PSI FOR 4 MIN
4 PSI FOR 4 MIN
PASSED
PASSED
PASSED
4 PSI FOR 4 MIN PASSED
SSMH-68 TO EX SSMH-84 8 INCH
288.7 PASSED
4 PSI FOR 4 MIN PASSED
N:A,_2015110151201ConstrdicAdm nlField Reports\Phase 2 Map3-7 Sewe
7 Sewer Testing Report
6;52 AM 101712©20

Sanitary Sewer Manhole VacuumTesting Report
Project Name: Holcomb Phase 2 (Map 7)
Date: June 3, 2020
SSMH-44
SSMH-43
SSMH-42
SS M H-41
SSMH-40
SSMH-68
60 SECONDS
60 SECONDS
90 SECONDS
60 SECONDS
60 SECONDS
Project #: 1015120
Present at Site: Chris waidt-LDI
VAC 10 TO 10
VAC 1O TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10TO10
60 SECONDS VAC 10 TO 10
N:1_2015v10151201Construction AdrninAFiefd Reports\P6iase 2 Map3-7 Sewe
PASSED
PASSED
PASSED
PASSED
PASSED
PASSE©
PASSED
p7 Vacuum Testing Report 6:62 AM 10/7/2020