WQ0037333_Regional Office Historical File Pre 2018

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North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla,
Governor Secretary
Sep they 8„ 2014
\lr, N. Nlichael Garbark. PE
Union County .Publie V./orks
500 North Main Street, Suite .500
Monroe, N.C. 28110
Subject:
Permit No„ WQ00,37333
Union County Public \Y Operations Center
Wastewater Collection SyStern EXteliSion
t County
Dear Mr, Garbark:
In accordance with your application received on Nugust 28, 2014, we are forwarding herewith to Permit
No, WQ003.7333, dated September 8, 20.14, to the Union County Public Works for the construction and
operation of the subject wastewater collection system extension This permit shall he effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein
This cover letter and supplemeni. shall be considered a part of this permit and are therefore incorporated
therein by reference
Please pay particular attention to the following conditions contained v itlun thk permit:
C:ondition 11.4: Requires that the wastewater collection facilities be properly operated and Maintained in
accordance with 15A NCAC M403 or any individual system -wide collection system
permit issued to the Per inittee.
It shall he responsibility of the tlnion County Public Works 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 t:arolina General Statute §143-2 15,6,A through §143-215.,6C, construction of additional or
replacement wastewater collection facilities, and or re.ferral of the North Carolina-liceirsed Professional
Engineer to the licensing board,
11 any parts, requirements: or limitations con ained in this permit are unacceptable, you have the right to
request an adjudieatory hearing upon written request Within 30 days following receipt, of this permit, This
request must he in the .form of a written petition, conforming to Chapter 150fi of North Ciirolina General
Statutes, and tiled with the („)ffice of Adnrinistrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall he final and binding
Moores:wit:1e ReifToti at Office:. 610 East Cenfer- Avenue, Mooresville, North Carolina 28:155
PtKirte: 704-663-1699\ tnternet: www,nodenr.,gov
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FAST TRACK ENGINEERING CERTIFICATION
Permittee: Union County Public Works Permit No. WQ0037333
Project: Union County Public Works Operations Center Issue Date: 9/8/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy"of the project record drawings (plan & profile views and detail drawings of sewer lines) of the
wastewater collection system extension. Final record drawings should be clear on the plans or on digital
media (CD or DVD disk) in pdf format. Record drawings should indicate the design and the marked up
changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in. written summary form.
Permit modifications are required for any changes resulting in non-compliance with this permit,
regulations or minimum design criteria. Modifications -should be submitted prior to certification.
This project shaII not be considered complete nor allowed to operate until the Division has received this
Engineer's Certification and all required supporting documentation. Therefore, it is highly recommended that
this certification be sent in a manner that provides proof of receipt by the Division.
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
Printed Name, Title
Signature
Date
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject
project for the 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'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 materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
DWR Use Only:
Flow from this project is tributary to:

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number:
(to be completed by DWR)
Owner/Permittee:
la, Union County Public VVorks
Full Legal Name (company, municipality, HOA, utility, etc,
Z
lb. N. Michael Garbark, PE
Signing Official Name and Title (Please review 15A NCAC 2T .0106 021 for authorized signing officials)
,s< 1 c. The legal entity who will own this system is:
[1 Individual Ej Federal Ej Municipality StateICouriy LJ Private Partnership') Corporation Ej Other (specify):
500 North Main Street le. Monroe
City
lg. 28110
Z State Zip Code
0 ;1h. (704) 296-.4239 li, [phone] 1j, mikegarbark_Eco.t.inion.nc.us.
, Telephone Facsimile
2, Project (Facility) Information:
2a, Union_CountyPublic Works Operations Center
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Patrick Murphy - R. Joe Harris & Associates, PUG
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. p_mulphaljoeharris,com
11. Mailing Address
if NC
7,1
a.
0
2b. Union
County Where Project is Located
Phone Number E-mail
1 Project is El New El Modification (of an exitpermit) If Modification, Permit No.:
2. Owner is El Public (skip to Item E3(3)) Ell Private (go to Item 2(a))
2a. If private, applicant will be:
Ej Retaining Ownership (i,e. store, church, office, etc) or
Li Leasing units (lots, townhornes, etc. - skip to Item B(3))
Ej Selling units (lots, townhomes, etc - go toitem B(2b))
0, 0
2b, If sold, facilities owned by a (must choose one
LI Public Utility (Instruction D)
Ej Homeowner Assoc./Developer (Instruction E)
3. Union County Public Works
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Twelve Mile Creek Wasterwater Treatment Facility 4b, NC0085359
et Name of WWTF VVVVTF Permit No.
l 2 5a. Union County Public Works 15b. 8" N Gravity 5c WQ0023647
0
L.L. 6. The origin of this wastewater is (check all that apply):
Owner of Downstream Sewer Receiving Sewer Size p Force Main
E] Residential Subdivision
i— El Apartments/Condominiums
E El Mobile Home Park
re El School
ILI [I] Restaurant
Q. El Office
th
Permit # of Downstream Sewer (Instruction
Li Retail (Stores, shopping centers)
El Institution
LI Hospital
El Church
ID Nursing Home
El Other (specify): County Operations
100°%© Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
7 Volume of wastewater to be allocated or permitted for this particular project. 3.425 gallons per day
*Do not include future flows or previously permitted allocations
8, If the permitted flow is zero, indicate why:
LI Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
LI Flow has already been allocated in Permit No.
Li Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
1TA 08-13 APPLICATION Page. 4 of 6

14, Naito the following permits/certifications been submitted for approval for the system or project to be served?
cn
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer VVaiver?
Stormwater?
Ej Yes Ej No
Yes 1:1 No
Ej Yes [1] No
El Yes El No
N/A
LI N/A
N/A
E] N/A
15. Does this project include any high priority lines (15A, NCAC 02T 0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered hiqh priority and must be checked once every six months
Check if Yes: Ei and provide details:
'1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
N, Michael Garbark, PE, attest that this application for Union County Public Works Operations Center 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, Note: In accordance with North Carolina General
Statutes 143-215..6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification inany application shall be guilty of a Class 2 misdemeanor; which may include a fine not to exceed $10,000
as well as civil Wes up to $25,000 per violation,
la
Signing Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMI I N AL 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
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Patrick Murphy ,attest that this application for Union County Public Works Operations Center 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, 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 adopted Fehruaiy 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Purnp
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 143-215,6A 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 $10,000 as well as civil penalties up to $25,000 per violation.
2a, Patrick Murphy
Professional Engineer Name
2b, R. Joe Harris & Associates, PLLC
Engineering Firm
2c, 1698 W. Hwy 160 Suite 130
Mailing Address
2d. Fort Mill 2e. SC 2f.
City State
2g, [phone] 2h. [phone] 2i, [e-mail]
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Telephone Facsimile E-mail
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FTA 08-13. APPLICATION Page 6 (46

State of North Carolina
partment of Environment and Natural Resources
Division of Water Resources
of Watet Resourk Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Union County ,Public Works
Project Name for which flow is being requested: Union County .Public Works (.„)ps Center
Itioto 111 FT'S' E ma's' he required fin- a single project if the owner of the Wallis not responsible(Pr all pump
stations along the route al the pre)pos ea' wastewater flow,
Complete this section only if you t:Are the owner of -the 'wastewater treatment plant.
a. \N/WTP Facility Name: Tlwelve Mile Creek WWII'
b. WIAr FP Facility Permit I1:: NC 0085359
c. WWIP facility's permitted flow
Allfloies are in IGD
6,0
d. Fstimated obligated now not yet [rib the WWII' 1.7576
c. WW IT facility's actual a' flow 3.37
I. 'Iota' flow for this specific request
g.'Iotal actual and obligated flows to the facility
0.0034
5,1310
h. Percent of permitted flow used 85.5
II. Complete this section for each pump station you are responsible fr along the route of this
proposed wastewater flow.
List pump stations located between the 1'nect connection point and the WWTP:
(A) (B) (C) (D)----(13+C) (E)----(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** (urrent A. Tributary 1 PhN
(Name or Capacity,* (Firm I pi), Daily Flow„ Daily Flow, Obligated Available
Number) .MGD MG D MCD MGE) Flow Capacity***
0.02880 0.01152 0.0034
0 0.0034 0.00810
7 , .
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 capacityof the pump station divided by a peaking
factor (pp 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
FISE 08- 13

on `itat
1 . Michael f:;arbarl , I°
volume of IAt s vater
receiving waste
cause any capacity related
en route e to the reeei� its
e prtti
cut facility t7
!unitaryr° sewer overtic � f
under
the best o
of the planned i lartav i tetat
analysis has been performed i
the hest available data. This certification afa li
plus all attached plarmhig assessment taddendr
ignatttre f" this, 10 a iaacliet t s acceptance of this
cletatalte
accordar
ledge that the fiddly ctn. of
has been evaluated along this rcattte tc, the
project is not t anticipated to
vtastrearta pump station.
°eta the implementation
ation
applicable. 'This
iedttre
in Sections and
tint tlae. rescatasihlc; parqt.
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assessmetat 1°
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alcax
of 6

CP
VVOperations Center
|neerng Project Report Project Summary
PROJECT DESCRIPTION
Union County Public Works Operations Center is a site located off Goldmine Road, north of Highway 84
in Union County, North Carolina. This parcel consists ofapproximately I0Ol)1acres and will include a
public road with the ability for future expansion. The site will be redesigned to hold S bwi|dingsonsite
for the use by the Union County Public Works department,
The property isTax Parcel No. 09-399f0X6.The site contains a mixture of land types with agricultural in
the northern corner of the site, a pond/lagoon just to the northeast of the proposed shops building and
a small tract of land along the northern most property line that is within the 180 yearflnodp|ain. The
site iscurrently wooded along frontage with GnWnnine Road and is moderately sloped in along the
frontage and heavily sloped iothe back ofthe property,
The predominant uzU types within the proposed limits of construction are {Jd channery silt loam and
[id -Urban land complex (as taken from the Web Soil Survey 2.l—National Cooperative Soil Survey by
NRCS).The [idsoils are both Hydraulic Group U.
The site will encounter two phases of erosion and sediment control management, beginning with an
initial clearing, grading and infrastructure placement (initial phase). The final phase (stabilization phase)
will include paving and stabilization of the site. Given the moderate amount of grading work that will
take place, the majority of the erosion control is best managed through the use of sediment basins, with
temporary diversion ditches to help channel 8n»v to those ponds. Accessory features such as inlet
protection, silt fence, and concentration outlets will also be used toassist with bypass areas and smaller
areas of concentrated flow. Sediment Basins 1 and 2 have been specified for both phases of erosion
control. Once the removal of erosion control measures is granted, these basins will transition into BMP
ponds, with basin 1 becoming a dry detention pond and basin #2 becoming a wet detention pond.
B. STORMWATER MANAGEMENT
Pre and Post development flows were analyzed for the full site, including offsite drainage, to a single
area of property line discharge to determine if Stormwater detention would be necessary. Pre and Post
Development runoff summaries can be found in Section V| of this project report. All xtornnmmter runoff
will be routed to the northwest corner nfthe property beside Go|dmine Road. The new impervious
areas within the new construction limits will all be routed, via cLonn drain infrastructure, to the large
wet pond before releasing over a |ovp| spreader and into the branch of the East fork of Twelve Mile
creek located to the south and west of the site via closed and/or open storm conveyance systems,
Changes to the drainage where the new Operations Center entrance road ties |ntoGo|dmine Road are
being done to allow the larger offsite drainage basins to bypass the site as clean water, The back portion
of the site that is being left alone for possible future use is being routed into a drypond. While the
wetpond is being used to treat the new impervious areas both qualitatively and quantitatively, the
drypond will only function as a rneans of detention and due to no new impervious, wiM not be needed at

• PW Operations Center
• gineering Project Report Project Summary
• e analysis shows that the flows from the post -development condition meet those from the pre-
velopment condition at the same property line point of discharge.
C. WATER QUALITY
All of the new and existing impervious for the site has been designed to collect into the new storm drain
systems 200 & 300. With the help of some swales, this runoff is designed to discharge into the forebay
of the BMP wetpond. This pond is designed to collect the first 1" runoff volume and release over a
minimum of 48 hours. The Stormwater has then been designed to release to a level spreader to help
return the concentrated runoff back to a sheet flow condition before leaving the site. Calculations for
the first flush are provided in section V of this report, with the higher level storm events being part of
the pre & post analysis in section VI.
D. STORM DRAINAGE SYSTEM
For the analysis of Storm Systems 200 & 300, RJH utilized a combination of field run & GIS existing
topography and proposed lot/road grading to evaluate the storm drain systems. The analysis was
conducted to verify that these drainage systems would not surcharge or be beyond capacity due to the
storm water runoff for the 25-year, 24-hour rainfall intensity. All of the parking lot drop inlets & catch
basins were evaluated for inlet spread using the 1-year, 24-hour rainfall intensity. The drop inlets were
then also evaluated for sump conditions using the 25-year, 24-hour intensity as well. Both systems
function within the design parameters set forth by Union County and NCDOT for both pipe design and
inlet spread capacity.
Both systems have been fitted with a properly sized riprap apron at the outflow for energy dissipation.
All of the proposed storm drain profiles have been designed to limit the hydraulic gradient line (HGL) to
no closer than 0.5' below the weir/rim elevation.
2 separate culvert designs have been proposed on the site, with 1 being a large triple 36" pipe system
under the entrance road near Goldmine Road and the other being a single 36" pipe under the same road
in the future section. The triple culvert up front has been designed for the 25-year storm event and the
single culvert has been designed for the 10-year. Calculations for these pipes are included in the report
in section III.
E. SANITARY SEWER SYSTEM
For the analysis of the sanitary sewer system all internal buildings and main lines will be gravity flow to
the proposed pump station this includes 664 feet of 6" PVC SDR 35 line. From the pump station to the
tie in point located on the southern side of Goldmine Road, there will be 964 fee of 2" PVC SDR 21
pressurized pipe. This will then tie to the existing 2" line that is currently in use by the existing on site
pump station.
The existing pump station will be removed from service and taken off line.
End Report

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Permit Number WQ0037333
Central Files: APS — SWP
9/8/2014
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
michael.parker
Coastal SWRu1e
Permitted Flow
3,425
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Union County Public Works Operation Center
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name Owner Type
Union County Government - County
Owner Affiliation
Mike Garbark
Dates/Events
500 N Main St
Monroe
NC 28112480
Orig Issue
9/8/2014
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/28/2014 9/8/2014 9/8/2014
Regulated Activities Requested !Received Events
Office
Wastewater collection
Additional information requested
Additional information received

r4ST
TRACK ENGINEERING CLR"F1F!CATKIN
ermittee: Union County Public Works
roject: Union County Public Works Operations Center
Complete and submit this form to the permit issuing
iveo(NoM-1*4nr°,DWR
MOORESVL_LE RE(
onal office with the following:
r814149EWQ0037333
ssue Date: 9/8/2014
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the
wastewater collection system extension. Final record drawings should he clear on the plans or on digital
media (Cl) or DVIJ disk) in pdf format. Record drawings should indicate the design and the rnarked up
changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past. three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to. the project should be clearly identified on the record drawing or in written sttttttnary 'form.
Permit modifications are required for any changes resulting in_ non-compliance vvitl dais ITpermitn
regulations or minimum, design criteria. Modifications should be submitted_ Prior to certii'tr atiran.
This project. shall not be considered complete nor allowed to operate until the Division has received this
Engineer's Certification and all required supporting documentation. Therefore, it is highly recommended that
this certification be sent in a manner that provides proof of receipt by the Division.
PE; t. irI'"i'F;E'S CERTIFICATION
i(AANc the undersigned agent for the Perm
been constructed pursuant to the applicable standards & requirements
provided applicable design/construction information to the Pernt�e, and t
maintain the wastewater collection system permitted her
ENC INKR.
CER'T`II`iC`;a=i t'ION
0 Final
Patrick Murphy g as a duly registered Professional Engineer in the State of Nortlt Carr
axing been authorized to observe ( periodically, we.ekl',y°, j full time) the construction of the subject.
project for the Perri -dace hereby state that, to the best of rnv abilities„ date care and diligence vvas used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 1 A NCAC 02T; the Division's Gra' ity Sewer Minimum Design Criteria adopted February" 12,
l996, as applicable; the Division's Minimum Design Criteria for the fast -Track Permitting of Pump Stations and
fotc-e Mains adopted June 1,2000, as applicable, and other supporting materials.
rebv state that this project
Engineer below" has
prepared to operate &
North Caroling
Seal, s
Partial
ssional Engineer's
SEND THIS FORM & SUPPORTING DOCUMENTATION
TH RFQIfIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115

rr
MARRCO PUMP COMPANY
6115 OAKRIDGE ROAD, CLOVER, SC 29710
PHONE: [phone] FAX: [phone]
Start up Report Date September 14, 2015
Project: Union Cty Public Works Ops Center
Location Monroe, NC
Contractor: Dellinger
Engineer R. Joe Harris & Associates
This letter is to confirm that on the above date, I visited the above site for start up. At that time, the pumps
and controls were installed according to the manufacturer's recommendations. The following data was collected
regarding this installation.
Manufacturer
Model SIN #1 SIN #2
Pump Hydromatic HPGX200DD 10075731 10075732
Controls Nix Purser NPA
L1-L2 LI-L3 L2-L3
Voltage 214 210 212 124/122/122
Amperage PI
Amperage P2
Pump #1
Pump #2
Comments:
T1 T2 T3
4.94 5.1 4.65
4.96 5.1 4.59
GPM
28
26
Suction
Discharge
n/a
n/a
Tdh
Each pump lowered the 4' basin by 2.25 to 2.75" in one munute for a pumping rate of 19.5-21.5 gpm which did not include
an inflow rate of 7-8 gpm...There is a leak in the discharge piping to be corrected by the contractor...The control panel did
not include a neutral which was run, temporarily from the building but is to be corrected with a transformer or by pulling
anew neutral to the panel.
Contractor Engineer
Terry Wray
Patrick Murphy
Owner

R. Joe Harris & Associates,L..L..C.
Enginceziug . Surveying . Planning • Maeugetncnt
169E West Highway 160, Salle 130
Fort MIII, South Carolina 29708
P: 803.802-1789 F: 803.802-0886
wr w.rioeharris.com
Union County Public Works Operations Center — Phase 1
Engineer's Test Report Form
Sanitary Sewer
Sanitary Sewer — Low Pressure Air Test
Mandrel Testing
Line (MH-MH)
Length
Diameter
Test Duration
Test Pressure
:Start
End
Pass/Fail
Line (MH-MH)
Pass/Fail
Testing;Information. _.
Date of Testing:
August 31, 2015 — 8:00 AM
Weather Conditions:
Clear & sunny w/mild temps in low 70s
Present at. Site:
RJH — Pat Murphy
Dellinger— Justin & Crew
Signatu .. of RJH Inspector
_)
, 01\ Sh i.h.5-
(signature) --____ (date)
J

ick Murphy
From: Ryan <[e-mail]>
Sent: Thursday, September 03, 2015 9:49 AM
To: pmurphy@rjoeharris,com
Cc: 'Stephen Pharr'; dholmes@jmcope,com
Subject: FW: RE: U.C.P.W.'s Operations Center Project - Forcemain and Gravity Sewer Testing
Seebelow about the ssrnh testing as requested.
Ryan L. Brewer
Project Manager / Estimator
Dellinger, Inc.
2631 Old Charlotte Highway / P.Q. Box 929
Monroe, NC 28110 / 28111-0929
Office: 704-283-7551 ext, 250
Fax: [phone]
Mobile: [phone]
www.dellinger-inc,corn
From: Neal Gaston[mailto:[e-mail]]
Sent: Wednesday, September 02, 2015 10:06 AM
To: Ryan <[e-mail]>
Subject: RE: RE: U,C.P.W.'s Operations Center Project - Forcemain and Gravity Sewer Testing
Manholes 1, 3 and 4 were all vacuum tested on March 11`'
Thanks
eai Gaston
CIP Construction Manager
Union County Public Works
500 North Main Street, Suite 500
Monroe, NC 28112
704-296-4254 Direc
704-296-4232 Fax
ne I n ni n n u
www,unioncoun ync.gov
sender m
nd may be disclosed to third part:.(
er ir"3r,..ediatei

yan Ernailt©:Ryanbiodelling_er-inc cqm_]
Wednesday, September 02, 2015 8:11 AM
Neal Gaston
c: 'Stephen Pharr', [e-mail]; pmurpf y@rjoe,harns.com
Subject: RE: RE: U.C.P.W.'s Operations Center Project - Forcemain and Gravity Sewer Testing
Neal,
Can you also con
Thanks,
Ryan L. Brewer
Project Manager / Es
Dellinger, Inc.
2631 Old Charlotte Highway / P.O. Box 929
Monroe, NC 281.10 / 28111-0929
Office: 704-283-7551 ext. 250
Fax: [phone]
Mobile: [phone]
www,dehlin er-inc,ccorn
h
he vacuurra testing of s
ator
From: Patrtick Murphy ri pj?murp,y
Sent: Monday, August 31, 2015 10:53 A
1-0: Ryan <h_annbc_l IVin_er-inc tom>
Cc: 'Stephen Pharr' <•Tharr 'mcope _,9 n>o dh C?
Subject: RE: RE: U,C,p.W:s Operations Center Project -
Can you a4so ask about the vacuum testing on MH-02?
hwas al
From: Ryan [nlrltQ.yanb.
Sent: Monday August 31, 21
oe
lin -eC-1nG.GQfr1.]
5 10:47 AM
en. ,
h lrjoeharns cons e com Sewer Testing
Ta: �mt�� k� �_ � n�5�h�cop �� � Project - Forcernain and Gravity
Stephen Pharr;
C P W s Opera of fore
CO
ady done as well?
mcop_e,co
Forcernain and Gravity Sewer Testing
We completed the vacuum on MH-03 this morning.
."` ��_ harr, etha r- � ; �.���_� tins Center sewer
Cc: rw' rzt:emain gravity
subject: ector regarding the previous testing �the resent and testing sewer
p W . s 6nsp r records, since you were not p
for an email from the U.C. with you from present
this out until l the
below of this far you.
apwe dicf with him a while back. backPthen,ease and we will continue to coordinate all testing
��paic�"ite far the overs;ght
npletion of the project.
Brewer
Manager. / E. tir ator
er, Inc. / P.O Box 929
Charlotte Highway281.1i C,➢929
NC 28110
704-283-7551 ext.. 250
-289-'821.7
04--989-0181.
yP*ie1`am

From:
Sent:
To:
Cc:
Subject:
Ryan <Ryanb@dellinger-inc,com>
Thursday, September 03, 2015 9:49 AM
pmurphy c@rjoeharris com
'Stephen Pharr'; [e-mail]
FW: RE: U.C.P.W.'s Operations Center Project _ Forcemain and Gravity Sewer Testing
See below about the ssmh testing as requested,
Ryan L. Brewer
Project Manager / Estimator
Dellinger, Inc.
2631 Old Charlotte Highway / P.O. Box 929
Monroe, NC 28110 / 28111-0929
Office: 704- 283-7551 ext. 250
Fax: [phone]
Mobile: [phone]
www.dell'inger-inc,com
From: Neal Gaston[mailto:[e-mail]
Sent: Wednesday, September 02, 2015 10:06 AM
To: Ryan <[e-mail]>
Subject: RE: RE: U.C„P.W.'s Operations Center Projec
nholes 1, 3 and 4 were all vacuum tested on March 11"°
hanks
eal Gaston
CIP Construction Manager
Union County Public Works
5€06 North Main Street, Suite 500
Monroe, NC 28112
704-296-4254 ©irec
704--296-4232 Fax
[e-mail]
www.unioncountync.gpv
c
ain and Gravity Sewer Testing

✓"
R, Joe Harris & Associates, L.L.C.
Engineering. Surveying • Pinnnicg • Managcmcnt
1668 West Highway 160, Suite 130
Fort Mill, Soulh Carolina 26708
P: 803.802.1780 F: 803-602-0888
www.doeharris.com
Vacuum Testing
MH#
Pass/Fail
MH-03
Pass
Union County Public Works Operations Center— Phase 1
Engineer's Test Report Form
Sanitary Sewer
Began test at 10 in of Hg. Over 1 minute, it fell to 9.7 in.

yan [rriailto:[e-mail]]
: Wednesday, September 02, 2015 8:11 AM
: Neal Gaston
c: 'Stephen Pharr; [e-mail]; pmurphyCa»joeharris.com
Subject: RE: RE: U.C.P.W.'s Operations Center Project - Forcemain and Gravity Sewer Testing
Neal,
Can you also confirm that the vacuum testing of ssrnh was already done as well?
Thanks,
Ryan L. Brewer
Project Manager / Estimator
Dellinger, inc.
2631 Old Charlotte Highway/ P.O. Box 929
Monroe, NC 28110 / 28111-0929
Office: 704-283-7551 ext. 250
Fax: [phone]
Mobile: [phone]
www.dellinger-inc.com
From: Patrick Murphy [mailto:[e-mail]]
Sent: Monday, August 31, 2015 10:53 AM
To: Ryan <[e-mail]>
Cc: 'Stephen Pharr' <[e-mail]>; [e-mail]
Subject: RE: RE: U.C.P.W.'s Operations Center Project - Forcemain and Gravity Sewer Testing
Can you also ask about the vacuum testing on MH-02? We completed the vacuum on MH-03 this morning.
From: Ryan [mailto:[e-mail]]
Sent: Monday, August 31, 2015 10:47 AM
To: [e-mail]
Cc: Stephen Pharr; [e-mail]
Subject: FW: RE: U.C.P.W.'s Operations Center Project - Forcemain and Gravity Sewer Testing
See below for an email from the U.C.P.W.'s inspector regarding the previous testing of the forcemain and gravity sewer
we did with him a while back. Please save a copy of this for your records, since you were not present for this testing. I
apologize for the oversight back then, and we will continue to coordinate all testing with you from here on out until the
completion of the project.
Thanks,
Ryan L. Brewer
Project Manager / Estimator
Dellinger, Inc.
2631 Old Charlotte Highway / P.O. Box 929
Monroe, NC 28110 / 28111-0929
Office: 704-283-7551 ext. 250
Fax: [phone]
Mobile: [phone]
www.deilinger-inc.com
2

eal Gaston [ aslto ncalgastam unlpncpunt,ync.jov]
: Monday, August 31, 2015 9:30 AM
: Ryan <Ryan<2Ecleling_er-nc,com>
Subject: RE: RE: U.CP,W.'s Operations Center Project _. Forcemain and Gravity Sewer Testing
Ryan,
On Tuesday March 10' we pressure tested the Force Main at the O/C. 150 psi for 2 hrs. passed, On Wednesday March
11" we air tested MH 4 thru 5 41b 6 min passed, MH 2-3 41b 3 min, passed and wet well to MH 2 41b 3 min passed,
know if you need any additional info,
Thanks
Neal Gaston
CIP Construction Manager
Union County Public Works
500 North Main Street, Suite 500
Monroe, NC 28112
704-296-4254 Direc
704-296-4232 Fax
[e-mail],nc.us
www.vnioncount nc�ov
rice to
Law and rT6ay . k.a R r. eri
_ -rna
dfrom it- i
17e subject to the North Carohna Records
tli3r° partiestt YOU are not the. intended ed recipient of this,
.dial t4+
From: Ryan [mailto Ryanb:§dellin r~-inc corn]
Sent: Thursday, August 27, 2015 11:26 AM
To: Neal Gaston
Subject: [SPAM} RE: UC.P.W.'s Operations Center Project - Forcemain and Gravity Sewer Testing
Importance: Low
Neal,
Did you have a chance to look back at your notes about when we did the forcemain and gravity sewer testing? If you
could send me a general email to document this work for the engineer's records, I would greatly appreciate it so we can
get the Phase 1 portion of the site closed out
Sorry about the inconvenience, and will be sure to just handle everything direct with the civil engineer from here on like
we discussed.
Thanks,
Ryan L. Brewer
Project Manager / Estimator
Dellinger, Inc.
2631 Old Charlotte Highway / P.Ci. Box 929

, NC 28110 / 28111-0929
: 704-283-7551 ext. 250
:704-289-8217
Mobile: [phone]
www.dellinger-inc.com
4

R. JoeHarris & A.sso es,
1. Ben C` e. Drip
December 22, 2015
NCDEQ Division of Water Resources
Water Quality Regional Operations Section — M.R.O. OORESVI i i I:: µi Al OF iQ E
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
roc
Re: Union County Public Works Operation Center
Partial Certification: Phase 1
Perm'ittee: Union County Public Works
Permit Number: WQ0037333
Issue Date: September 8, 2014
RJH Project No,:: 17'77
Dear Sir/Madam:
On behalf of Union County Public Works, we have enclosed the following documents in support of the
County's request to seek a partial final permit to operate a portion of the above referenced project:
].. One copy of the Partial Certification — dated December 22, 2015
2. One copy of the Partial As-Builts for Phase 1 — December 4, 2015.
3. Copies of the testing reports for sewer, forcemain, & pump station start-up/drawdown
if you should have any questions or require any additional information, please feel free to contact us at
[phone] or via email at [e-mail],
Sincerely,
R. JOE HARRIS & ASSOCIATES, INC.
Patrick Murphy, P,E,
Director of Engineering