WQ0041032_Application (FTSE)_20190717

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING !DOCUMENTATION
Application Number: +� VJ O (to be complcicd by DWR)
All items must he completed or the annlication will be returned
I. APPLICANT INFORMATION:
L Applicant's name: Johnston County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: per 15A NCAC 02T.0106(b}
Chandra C, Farmer
Title: Director of Utilities
4. Applicant's mailing address: Pt] Box 2263
City: Smithfield State: NC Zip: 27577
5. Applicant's contact information:
Phone number: (919)-209-8333 Email Address: chandra [e-mail]
11, PROJECT INFORMATION:
1. Project name: l_fighway 42_Retail _Proiect
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Projcct
Ira 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: Johnston
4. Approximate Coordinates (Decimal Degrees): latitude: 35.60144 - Longitude: ' 78.57236,
5. Parcel ID (if applicable): 1627-64-8004 & 1627-74-2012
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Wyatt Bone License Number: 40241
Firm: B Uhler i n!_Jnccrimz NC, PI.LC
Mailing address: 4130 ParkLake Avenue. suite 130
City. Raleigh State: NC Zip: 27612-�
Phone number: 919 578- 000 Email Address: wbone u,bohlereng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Central Johnston Cntv Re t,ianal WW Ricilily Permit Number: NPDES 0030716
Owner Name: Johnston Countv
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I . Permit Number(s): WQ0038763 Downstream (Receiving) Sewer Size: 20 inch
System Wide Collection S astem Permit Number(s) it's plicable : WQCS00060
Owner Name(s): Johnston County
FORM: FTA 04-16 Page I of5

VI. GENERAL REQUIREMENTS
1. if the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[-]Yes [-]No ®N, A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes [-]No ®N?A
3. If the Applicant is a Home-Troperty Owners' Association, has an Operational Agreement (FORM: HOAJ been attached?
❑ Yes ❑No ®NrA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ® Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation?service ❑ Hotel and/or Motels
❑ School I preschool / day care ® Medical i 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: % Domestic. Commercial 100 °fa Commercial
% 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 02T .0I 14(f)? ❑ Yes ❑ No
D If Yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 92T.0114;tI}
Daily Design Flow ° b
No. of Units
Flow
Service Station
3105 gal/day- from user greater than 2T
1
3105 GPD
Restaurant; drive-in
150 gal/parking space from user greater
than 2T
51
7650 GPD
Medical office Building (front site)
5200 gal/day- from user greater than 2T
1
5200 GPD
Medical office Building (rear site)
250 gal/Practioner/Staff
12
3000 GPD
gall
GPD
gal/
GPD
Total
18955 GPD
a See [5A NCAC 02T .01 14(b). (d , (e](1) and (ems for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities Iocated 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. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 18955 GPD (per 15A NCAC 02T .0114)
Z 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 Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): __
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC Grav itv Sewers):
I. Summarize gravity sewer to be permitted:
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 MDC
VIII. PUMP STATION DESIGN CRITERIA (if Applicable) — 02T .0305 & MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: _ Longitude:
3. Design flow of the pump station: - millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with I5A NCAC 02T .0305 h I :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13)_
Required for all pump stations with an average daily now 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
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(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.
FORM: rTA 04-I6 Page 3 of 5

TX. SETBACKS & SEPARATIONS — (02n .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & �g ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be Drovided for sewer systcros:
Setback Parameter*
Se aralion Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer)
18 inches
Reclaimed water lines horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class If 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
10 feet
AnX building foundation
5 feet
Any basement
10 feet
To slope of embankment or cuts of 2 feet or more vertical hei t
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth Mde vertical
36 inches
D I SA NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(tl cannot be achieved.
)i- *"Stream classifications can be identified using, the Division's NC Surface Water Classifications webpage
r If noncumpliancc with 021-.0305(f) or scc Scct ion X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ®N/A
D Seethe Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ®N.;A
D 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?
D Information can be obtained from the 401 & 13u11er Permittine Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permitslcertitications)? [:]Yes ® No
Per 15A NCAC 02T.O f 05(c)(6 , directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per I SA NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
€ ❑ Yes ® No ❑ NIA
D 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 System -Wide Collection permit.
FORM: PTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC 02T, the l lininuutt lhsi��n (l•itc -ia Iin the I?crmillim, of.__ _I'tnttn Stations
and Force hlaill.s flaiest Version), and the C,ravily Se%%Cr Mmnnuni Ihcisn Criteria tlatest versi;ut as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Apiwovajorthe request is rer aired )rit) r lu suhmiitaI of the Fast'frack A ilic;ttiun and sit lipc,rtinc, elocnmeni:.
2. Professional Engineer's Certification:
=—� t'a_ �a � C _ attest that this application for
(Professional Engineer's name from Application Item III 1.)
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. 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 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 1.13-215.613, 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 a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
",%,IIirIHilty,� .
North Carolina Professional Engineer's seal, signature, and date: ��+n``' C A � '•�,,
'to e
rQ 0
S AL
3. Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for
(Signature Authority's name & title from Application Item I.3.)
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. Twill 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 143-215.68, 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 S 10,000 as well as civil penalties up to $25,000 per violation,
Signature: `-
C--"ter'�""" tal
t
Date: aUl
FORM: FTA 04-16 Page 5 of 5

t
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-I8)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Hwy 42 Retail Project
More than one FTSE may be required for a single project if tlse owner of Ilse WWTP is not responsible far all pulp
stations along the route of the proposed wastewater flow.
z
I. Complete this section only if you are the owner of the wastewater treatment plant.
n
cF
a. WWTP Facility Name: Central Johnston County Regional WW Facility
b. WWTP Facility Permit ##: NC 030716 ,w r
Aff floras are in MGD
c. WWTP facility's permitted flow 9.5 N
d. Estimated obligated flow not yet tributary to the WWTP 2.1512 c�
e. WWTP facility's actual avg. flow 5.841 O
p
f Total flow for this specific request 0.0I 8955
g. Total actual and obligated flows to the facility 7.993
h. Percent of permitted flow used 61.5% actual, 87.7% paper
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)
Design
Pump
Pump
Average
Station
Station
Firm
Daily Flow**
(Name or
Permit
Capacity, *
(Firm ;' pt),
Number)
No.
MGD
MGD
W. Clev
0029126
1.080
0.432
Josephine
0028867
3.384
1.354
LandfillUln
0020340
1.9296
1.6718
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated
Available
Flow, MGD
MGD
Flow
Capacity***
_ 0.199
0.1826
0.3815
0.05053
0.679
0.485
1.164
0.190
_ 0.8359_
0.6614
1.4972
0.1746
* 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): Tapestry
Downstream Permit Number: WQ 0038763
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chandra C. Farmer, P.E. 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 I1 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.
�,• C -
Ofj'icial Signature
V U Vl i�rl
Title of Sigiihig Official
Dale
Page ? of 6
FFSF 10-1 R

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DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
July S, 2019
Bohler Engineering NC, PLLC
Wyatt Bone, P.E.
4130 Park Lake Avenue
Suite 130
Raleigh, NC 27612
Re: Sewer Distribution Facilities to NC 42 Retail
JC Serial No: 19-006-P
Plan Approval and Authorization to Construct
Dear Mr. Bone:
RC Dept of Environmental Quality
JUL 17 2019
Raleigh RegioaW Off
ma
This letter is to confirm that the revised engineering plans and technical specifications have been approved for the
sewer facilities to serve NC 42 Retail, Johnston County Serial No. 19-006-P.
Before starting construction and upon completion of the construction or modification, and prior to placing the new
construction or modification into service, the following information must be received and approved by the
Johnston County Department of Utilities:
1. NCDENR Approval Letter
2. Engineer's sewer certification
3. As -Built drawings sealed by the Engineer
4. Lien waiver from the utility contractor
S. Recorded plat indicating any necessary utility easements
Please have the utility contractor schedule a pre -construction conference with our office prior to the installation
of the sewer distribution facilities. Please be advised that all permits must be received by this office prior to
construction. Contact me at [phone] or [e-mail], if you have any questions or need
additional information.
Sincerely,
,V,-
Mike Keen
Utilities Manager
cc: Chandra Coats, PE — Public Utilities Director
dm-
Prinled on recycled paper

BOILER ENGINEERING NC, PLLC
4130 ParkLake Avenue, Suite 130, Raleigh, NC 27612
Professional Engineering Services
Telephone: (W9),578-900t1
LETTER OF TRANSMITTAL
VIA:
Hand Delivery
TO:
NCDEQ
RE:
Welcor Development
Water Quality Section
5711 NC Highway 42
1628 Mail Service Center
Garner, NC 27529 NCDQptpfEnvironmertal QUultt`
Raleigh, NC 27699
Johnston County
JUL 17 2019
ATTN.
DATE.
July 15, 2019
JOB i+i0.
NCR172100
Office
leighRegional
WE ARE SENDING YOU ❑ Shap drawings
❑ Copy of kttor 0Anached ❑ [Tints
❑ Change order
COPIES JOBti
DATE
REVISION REVISION DESCRIPTION
DATE
2
NCRI721M
7/1-5/19,
-
- Application for Fast Track Sewer system
extension
2
NCRI72100
6120fl9
-
- Application for Flow Tracking for sewer
extensions
2
NCR172400
7/I5119
-
- Johnston County Plan approval and
authorization to construct
2
NCR172100
-
-
- Site Location Map
2
NCR172100
-
-
- 8 A a 11 USGS Map Atria
I
NCR172 M,
1/1 flt9
-
- Check in the amount of S48 60
2
NCRI72100
8113118
11
7/2/19 Plan Set
These Are Transmitted: ®For approval ❑For your use ❑As requested
® For review and comment C1Approved as suhmill Ld ❑Approved as noted
❑ Returned for corrections.
REMARKS:
Please find the attached documents and plans for a 1,156 If, 8" PVC gravity sewer main extension in the Town of Garner. The
service will server a medical office building, a gas service station, and a drive-in restaurant; which will generate a flow of
approximately 18,955 GPD.
If you have any questions or require additional information, please do not hesitate to contact this office at [phone].
Signed -
Wyatt Bane, PE

Juo�lo�
Cashion, Ted
From: Cashion, Ted
Sent: Monday, August 19, 2019 3:03 PM
To: [e-mail]'
Cc: Chandra Farmer(chandra,farm [e-mail]); Robinson, Jason; Deck, Erin M
Subject: Highway 42 Retail Project fast track sewer extension application
Wyatt and Chandra,
We have started our review of the subject application. The following items of the application need attention:
Item I: 2, 3, 4, and 5 of the application was blank; please complete this section.
Item 11.4 the longitude was listed as-72.57236. This location is not in NC. Please submit the correct longitude.
Item IX. 6 (high priority lines) was marked 'NA'. Please confirm how this should be marked; 'yes', or'no',; or provide an
explanation.
We'll continue review/drafting of the permit upon submittal of the above.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D,-E
L�wr�wnt cl Imra�nwnst 17uah�
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.

Cashion, Ted
From: Cord Blendermann <[e-mail]>
Sent: Monday, August 26, 2019 2:54 PM
To: Cashion, Ted
Cc: Chandra Farmer([e-mail]); Robinson, Jason; Deck, Erin M;
[e-mail]; Wyatt Bone
Subject: RE: [External] RE: Highway 42 Retail Project fast track sewer extension application revisions
Attachments: NCDEQ- Sewer Fast track application - Signed-190821.pdf
Exterrial,erhail: Do not di& liskics or open attach meats unless you vaefy. Send all suspialous eff!T!tt to
Ted,
Attached please find the updated application, revised as per your comments.
Please let us know if you need anything else to complete your review and approval.
Thank you for your time.
Regards,
Cord Blendermann, LEED Green Associate I Sr. Design Engineer
BOHLER
�C;t`CERING \C.. PLL(
4130 Parklake Ave - Suite 130 1 Raleigh, NC 27612
P: 919-578-9000 1 [e-mail]
www.BohlerEngineering.com
Confidentiality Note: This e-mail, and any attachment to it contains confidential information intended only for the use of the designated recipients,
which information may also be privileged, if the reader of this e-mail is not the intended recipient, the document has been received in error and any
use, review, dissemination, distribution, disclosure or copying of this message is strictly prohibited. if you have received this a -mail in error, please
notify the sender via reply e-mail and immediately delete this e-mailfrom your system.
From: Cashion, Ted <[e-mail]>
Sent: Monday, August 19, 2019 3:12 PM
To: Wyatt Bone <[e-mail]>
Cc: Chandra Farmer ([e-mail])<[e-mail]>; Robinson, Jason
<[e-mail]>; Deck, Erin M <[e-mail]>; [e-mail]; Cord
Blendermann <[e-mail]>
Subject: RE: [External] RE: Highway 42 Retail Project fast track sewer extension application
You may email to expedite the process.
Ted Cashion

Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cash ion ncdenr.jzov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
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: Wyatt Bone <wbone bohleren .com>
Sent: Monday, August 19, 2019 3:10 PM
To: Cashion, Ted <ted.cashion ncdenr, ov>
Cc: Chandra Farmer (chandra.farmer 'ohnstonnc.com) <chandra.farmer iohnstonnc.com>; Robinson, Jason
<iason.t.robinson ncdenr, ov>; Deck, Erin M <erin.deck ncdenr. ov>; ncr172100 nf.bohleren .com; Cord
Blendermann <CBlendermann bohleren .com>
Subject: [Externalj RE: Highway 42 Retail Project fast track sewer extension application
Ted,
Message received. We will get those items corrected. Do you want the corrected application emailed back or mailed?
Wyatt Bone, P.E., LEED AP BD+C I Project Manager
41 BOHLER
4130 Parklake Ave - Suite 130 j Raleigh, NC 27612
P: 919-578-9000 1 M:919-717-2163 1 wbone(@bohlereng.com
www.BohlerEngineering.com