WQ0041151_Application (FTSE)_20190916

R State of North Carolina
Department of Environmental Quality
Division of Water Resources
9D1,d,joW,.jWA8=�ter Rcsourcca ISA NCAC 02T .0300 -FAST TRACK SEINER SYSTEM EXTENSION APPLICATION
PTA 04-16 dt SUFPOR*tlN(; DOCUMENTATION
Application Number, dV
�� � Itu be cninplayN by pwR t � t I
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All Ire s be 170"1DICltjjLthtZ2glicj fign ><i0 be returned I
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I. APPf.ICA,YT INFORMATION
rj
I Applicant's name Nast_ c Mnaagcmc I (amli(company, municipality, IIOA, utility, etc )
Applicant type ❑ Individual ® Corporation ❑ General Parinershi
P ❑ PrivalclyOancd Public Utility
❑ Fedcral ❑ SlatelCounly ❑ Municipal ❑ Other
3 Signature authority's name Tracey. Shrader_ per ISA NCAC 02T Of 061bj
l we Area Vice President
4 Applicant's mailing address ne Corporate Place Suite 225
City Charlotte State. N r; 28277 1 1 Q
5 App] icanr'scontact informal loll ` l ite (
r�
1'Itunc nuutbcr (�I � � i:utril Addres,' d r .corn O f
IL PROJECTINFORMA'11ON;
t I'rujrct name IVasle ¢lanate0t�•i�l o '
2 Application I'ro)cci 51alug ® I'tupr.sed (Neu Pernlit) �
❑ u Fxi.uug 1 utitlPrnjt;ct
11 a irodllicaua,.r. provide lite exi,lrN perniii number: %1000 and issued date
Ifnew conslruNiuu but part ul a master plan, provide the cxisttng permit number. WQW
3 County where prujtu IS iokdltrd Wake
4 App►osimaw Ctmirdanates (Decanal Ilegrees) I alitudt 5.893Longilude. 79103
5. Parcel 10 (of applicable): PIS, 0758709100
for Parcel 1D to closest dnwn,Ireant server)
III. CO NSULTANT INFORl11ATIOv:
1. Professiunal Fngrncer I r Nulman License Number. 24435
Finn. Subbill Design Build, Inc
,Nailing addres-s 0 Cog noplown Rou
City Ralcrith Slate, NC 'Lip L 7
Phone number (W) ILI.ILSO Entail Address; b1111LmanCa bubbnl corn
W. WAS1 EWATER TREATM F:N I' F'ACII 11-Y (11 WIT) INIFOP"11ATION:
I. Facility Name Nnrih Cila WWTF Pcrnut Number tLQU949879
Owner Name w f
V. RECEIVING DOIVNSTREANISS,EWIAIt IN F ION(irdirferenl than ► WTF):
1 i'ertnit Number(s) WQ W/Avbk 1)ownslream (Receiving) Seu.cr Size j inch
Svit r i Wide Coll [inn sy a m Pr:nm Nut s if h�_W: WQCS N 1% ��c5��� I
Owner Names) ow
a
rokM 1-fA04 16
Page I of5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's U eralional A =recment FORM: DEV been attached'?
❑ Yes [:]No ®NIA
3. If the Applicant is a l tome/Pro ert Owners' Association has an Operational Agreement FORM: 1IOA been attached?
❑ Yes []No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, mails) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool %Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
_ no Industrial (See 15A NCAC 02T .0103 20 )
- Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 021' .01 14 t ? ❑ Yes ® No
If ves, provide a eopv of flow reduction approval letter
7. Summarize wastewater generated by project,
Establishment Type (see 021,01140
Daily Design Flow ..a
No. of Units
Flow
Office Facitilies�Fac(ories
25 gal, -employee
48
1200 GAD
gall
GPD
gal/
GPD
gat'
GPD
gal/
GPD
gaV
GPD
Total
1200 GPD
a See 15A NCAC 02-f .01 14(b), {d), (c)(1) and (e)(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 public use areas,
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table I5A NCAC 02T.0 1141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1200 GPD (per 15A NCAC 021 0114)
:- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Numbers
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

Vlll.
GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
% Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the NIDC
PUMP STATION DESIGN CRITERIA or Applicable) -- 02T .0305 & NIDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED INTHIS PROJECT
L Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.8927' Longitude:-78,8047,
3. Design flow of the pump station: 0.05 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 38 gallons per minute at 40 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
475
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(I3)_
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:
® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
v W
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
Y 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 staIions' 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.
FOluvl: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in I SA NCAC 021' _0305 & ® Yes ❑ No
:- 15A NCAC 02T.0305 contains minimum se arations that shall be rovided for Sewers t
Setback Parameter*
s ems.
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains (vertical -water over sewer includin 4 in benched trenches)
18 inches
Water mains horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines horizontal - reclaimed over sewer
18 inches
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II im ounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-V), B. SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
10 feel
5 feet
Any basement
10 feet
-Top slope of embankment or cuts of 2 feet or more vertical hei lit
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
y TSA NCAC 02T.0305(t:) contains alternatives where separations in 021".0305(f} cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications web age
:- if noncompliance with 021'.0305(l) or f u}. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ® NIA
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
Z As built documents should reference the Iocation of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .02007 ® Yes ❑ No ❑ NIA
S= This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or []Yes ® No
individual permits or 401 Water Quality Certifications?
%' Information can be obtained from the 401 & Buffer Permitting Branch
5 Does project comply with 15A NCAC 02T'.{} 105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per .15A_NCAC 02 roi05(c)f61, directly related environmental permits or certification applications arc being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, slormwater management plans, etc.),
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 027.0402, "high -priority sewer' means "any aerial sewer, sewer contacting; surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undennines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
If yes, 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 S)stem-Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of PumpStations
and Force plains (latest version), and the Cerav ily Sewer Minimum Design Criteria latest version as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Ahernative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
(Professional Engineer's name From Application Item Ill. I.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the inlon-nation supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NO1 E -- In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include aline not to exceed $10,000, as well as civil penalties up to $25.000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's nanfe & title from Application Item 1.3.)
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6$, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date; Z 'z::21 /
NORM: II A 04.16 Page 5 of S

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation:
Project Name for which flow is being requested: UASTn _ 1g4,4gJE,4aJT M,�F
More than one FTSE pray be required jar a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Cary WWTP
b. WWTP Facility Permit #: WQ0017923
A11 flows are in MGD
c. WWTP facility's permitted flow 12.0
d. Estimated obligated flow not yet tributary to the WWTP 0.647
e. WWTP facility's actual avg. flow 7.46
f. Total flow for this specific request 0.0012
g. Total actual and obligated flows to the facility 8.11
h. Percent of permitted flow used 67.6
1I. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Finn / po, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
n.a.
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): n.a.
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Shuyan Tian certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Utility Project Manager
Title of Signing Official
9/5/2019
Date
Page 2 of 6
FT9F 10-1 R

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WASTE MANAORMEruri
August 20, 2019
North Carolina Department of Environmental Quality
Division of Water Resources
Fast Track Sewer Extension Application for Waste Management
PIN: 0758 70 9100
RE: Portable Power Reliability Plan for Pump Station (15A NCAC 02T .0305(h)(1))
To Whom It May Concern_
Please accept this letter as part of the 15A NCAC 02T ,0300 Fast Track Sewer System Extension
Application submitted by Blair Pittman, PE of Babbitt Design on our behalf. We understand as part of
our Power Reliability Plan (15A NCAC 02T .0106(b)) that we are required to maintain a portable power
generation unit, associated appurtenances and personnel to maintain the operation of the sewer pump.
These resources will be dedicated and available on site.
I appreciate your consideration in this matter and please feel free to direct any further questions to Blair
Pittman, PE of Babbitt Design Build.
Sincerely,
J
Tracey 5hrader
Area Vice President
Copied
John Workman, Waste Management of the Carolinas
s I H c r
600 GERMANTOWN ROAD RALEIGH NORTH CAROLINA 27607 PHONE [phone] FAX [phone]
5nn LAWANO DRIVE COLUMBIA SOUTH CAROLINA 2921n PHONE [phone] FAX F103.731-5580
6

T �' � BUSINESS CORPORATION ANNUAL REPORT
'T�.r
10 2017�
NAME OF BUSINESS CORPORATION: Waste Management of Carolinas, Inc.
SECRETARY OF STATE ID NUMBER 0158441 STATE OF FORMATION. NC
REPORT FOR THE FISCAL YEAR END_ 12/31 /2018
SECTION A: REGISTERED AGENT'§§ INFORMATION
1. NAME OF REGISTERED AGENT: CT Corporation System
2. SIGNATURE OF THE NEW REGISTERED AGENT:
- Filed Annual Report
19D9401324
H O 09:17
❑ Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200 _ 160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County Rale NC 27615-6417
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Sanitary Disposal
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
1001 FANNIN STREET, ATTN: TAX DEPARTMENT
S. PRINCIPAL OFFICE MAILING ADDRESS
1001 FANNIN STREET
HOUSTON, TX 77002-6706 HOUSTON, TX 77002-6706
NC Dept ofEnvironmental Oualitv
6. Select one of the following if applicable. (Optional see Instructions)
❑ The company is a veteran -owned small business
❑ The company Is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: MARK A. LOCKETT
TITLE: Vice President
ADDRESS-.
NAME: TRACEY A. SHRADER
TITLE: President
ADDRESS:
MIG ' 0 2019
Raleigh Regional Office
NAME: TRACEY A. SHRADER
TITLE: Chairman Of The Board
ADDRESS:
1001 FANNIN STREET 1001 FANNIN STREET 1001 FANNIN STREET
HOUSTON, TX 77002 HOUSTON, TX 77002 HOUSTON, TX 77002
SECTION D. CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business
en' ARK A. LOCKETT 4/4/2019
SIGNATURE
Form must be signed by an officer listed under Section C of this farm
MARK A. LOCKETT
Print or Type Name of Officer
DATE
Vice President
Print or Type Title of Officer
MAIL TO: Secretary of State. Business Registration Divirbn. Post Office Box 29525. Raleigh, NC 27626A525

SECTION E: ADDITIONAL OFFICERS
NAME: COURTNEY A TIPPY
TITLE: Chairperson Of The Board
ADDRESS:
1001 FANNIN STREET
NAME: COURTNEY A TIPPY NAME: THOMAS G. CARROLL
TITLE: Secretary TITLE: Vice President
ADDRESS: ADDRESS:
1001 FANNIN STREET 1001 FANNIN STREET
HOUSTON, TX 77002 HOUSTON. TX 77002 HOUSTON, TX 77002
NAME: JAMES A. WILSON NAME: JAME C. FOSTER NAME: JOHN S. SKOUTELAS
TITLE: Vice President TITLE: Assistant Secretary TITLE: Assistant Secretary
ADDRESS: ADDRESS: ADDRESS:
1001 FANNIN STREET 1001 FANNIN STREET 1001 FANNIN STREET
HOUSTON, TX 77002 HOUSTON, TX 77002 HOUSTON, TX 77002
NAME: JEFFREY M. VIOLA NAME: SANGCHU JOHN TSAI NAME: JEFF R. BENNETT
TITLE: Assistant Secretary TITLE: Vice President TITLE. Assistant Treasurer
ADDRESS: ADDRESS: ADDRESS:
1001 FANNIN STREET 1001 FANNIN STREET 1001 FANNIN STREET
HOUSTON, TX 77002 HOUSTON, TX 77002 HOUSTON, TX 77002
NAME: DAVID L. REED NAME: LESLIE K. NAGY NAME: PATRICIA CRA VIER
TITLE: Treasurer TITLE: Chief Financial Officer TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
1001 FANNIN STREET 1001 FANNIN STREET 1001 FANNIN STREET
HOUSTON, TX 77002 HOUSTON, TX 77002 HOUSTON, TX 77002
NAME: RANDALL J. BECK
TITLE: Vice President
NAME: BRYAN L. TINDELL Name:
TITLE: Vice President TITLE:
ADDRESS: ADDRESS: ADDRESS:
1001 FANNIN STREET 1001 FANNIN STREET
HOUSTON, TX 77002 HOUSTON, TX 77002
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:

r:11j:j:11
I I
O B S I G N• B U! L D
28 August 2019
State of North Carolina
Department of Environmental Quality
Division of Water Resources
3800 Barrett Drive
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Waste Management of Carolinas, Inc
Fast Track Sewer System Extension Application (FTA 04-16)
10411 Globe Road, Morrisville NC (Town of Cary Jurisdiction)
To Whom it May Concern:
NC Dept of En vironrnental QUaI
rty
AUS - j 2019
Ralcigh Region, Office
We are requesting review and approval of a new on -site collection and pump system to service three
industrial buildings, housing forty-eight (48) employees. Each of the buildings will separately gravity
feed to a new collection manhole with duplex grinder Cum s outleting to 2" PVC forcemain, ultimately
discharging into Town of Cary pub 1c sewer main. All uildings being serviced are under same
ownership and are on a single parcel of land.
No Flow Tracking or Acceptance letter is required from the Town of Cary and no Certificate of Public
Convenience and Necessity is required, as this system will service a single user.
System will service a single user on a single lot; therefore, no Owners Association or Operational
Agreement is required.
Please find under cover of this letter;
(1) Original Fast Track Sewer Extension Application
(1) Copy Fast Track Sewer Extension Application
(1) $480.00 Check for Application fee
1 each - Site Maps, USGS and GIS(street level)
(1) Letter from property owner stating portable power will be available
(1) Current Secretary of State Annual Report for Waste Management of Carolinas, Inc
If you have any questions concerning this application, please feel free to contact me, 919-851-1980, or
[e-mail]
Regards,
Blair Pittman, P.E.
s r n, e7
NORTH CAROLINA 600 GERMANTOWN ROAD - RALEIGH, N.C. 27607 - 919-851-1980 FAX [phone]
SOUTH CAROLINA 500 LAWAND DR., SUITE 103 • COLUMBIA, S.C. 29210 - 803-731-5550 FAX [phone]

Bobbin Design -Build, Inc. ! Letter of Transmittal
600 Germantown Road l _
Raleigh North Carolina 27607 ��S ~ ��' 3d -
[phone] Date: 16-Se -19 Job Number: 19-0090
Fax [phone] Reason: Waste Management MRF Building
bobbitt.com Sewer Extension Resubmittal
10411 Globe Rd., Morrisville NC
To: NCDEQ -Water Resources Attention: I Ted Cashion
NC Dept of Environmental Quality
We are sending you the following items:
Shop drawings Plans SEP 16 2019
Copy of letter Samples
Prints Specifications
Change order Raleigh Regional Office
Copies Date No. Description
1 Revised Fast Track Application
1 Flow Tracking for Sewer Extension Application
Remarks:
These are
FOR BIDS DUE (Date)
x For approval
For your use
x As requested
For review & comment
Approved as submitted
Returned for corrections
Resubmit_
copies for approval
Submit
copies for approval
Return
corrected prints
Please call ff you have any questions or concerns.
Thanks
Copy to: File From: Leland Adams
[e-mail]

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, September 04, 2019 8:27 AM
To: Eclair Pittman; [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: RE: Waste Management fast track sewer extension application
Also, an FTSE form from the Town of Cary must be completed and submitted. See the link below.
htt s: files.nc.izovincdeplWater+QualitylSurface+Water+Protection/PERCS/WCS+%28Sewer+Extension%29/FTSE-10-
18.docx
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashionCcDncdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
e:��D E
Cip1l�N�1 Yi �T •Dm�fR:J� �u-Y��
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Wednesday, September 04, 2019 8:21 AM
To: Blair Pittman <[e-mail]>; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: Waste Management fast track sewer extension application
Blair and John,
We received the subject application 8-30-19 and have a couple of questions.

Please confirm the correct legal name of the applicant. The application noted 'Waste Management' as the
applicant. The NC Secretary of State's website has a listing of `Waste Management of the Carolinas, Inc'. Please provide
the correct legal name.
Also, John Workman, Senior Engineering Manager, signed for the applicant. Mr. Workman is not listed as an officer of
the company on the NC Sec. of State website. Has he been delegated to sign for the applicant?
See the reg below on application signatures:
15A NCAC 02T .0106 SUBMISSION OF PERMIT APPLICATIONS
(b) Permit applications shall be signed as follows:
(1) in the case of corporations, by a principal executive officer of at least the level of vice-president or his
authorized representative:
(c) Delegation of authority to sign permit applications to other authorized employees or any employee in a specific
position shall be provided in writing to the Division and signed by an authorized person pursuant to Paragraph (b) of this
Rule. The delegation may be for a specific permit application or for certain or all types of water quality permits. The
letter shall identify the extent of delegation.
Please address and submit the above items and call if questions.
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Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
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1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
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