NCD980557656_20060726_NC State University (Lot 86 Farm Unit 1)_FRCBERCLA SAP QAPP_Groundwater Extraction and Treatment System - Authorization to Construct Review Submission-OCR

I ....... --------------------------------------------------------------------------------------..........,.
I
I
I
m
g
I
u
D
R
I
I
I
I
·I
I
I
I
LOT 86 AUG o J 2
NORTH CAROLINA STATE UNI ·
GROUNDWATER EXTRACTION AND TREATM'E
SYSTEM
RALEIGH, NC
AUTHORIZATION TO CONSTRUCT
REVIEW SUBMISSION
Prepared For:
North Carolina State University
Raleigh, North Carolina
Submitted:
July 26, 2006
Prepared By:
MARSHALL MILLER & ASSOCIATES, INC.
5825 Triangle Drive
Raleigh, NC 27617
Phone: [phone] Fax: [phone]
.1 -.................. _____._____._____._____. .................. _____._____._____._____. ......... _____. .................. ........ll
,~---------------,
I
I
I
I
g
D
D
u
I
m
I
I
I
·1
·1
I
I
TABLE OF CONTENTS
I. Cover Letter
11. Authorization to Construct Application Form
Ill. Plans and Specifications Submittal Checklist
ATTACHMENTS:
ATTACHMENT A:
ATTACHMENT B:
ATTACHMENT C:
ATTACHMENT D:
ATTACHMENT E:
ATTACHMENT F:
ATTAClll\H:NT G:
Final NPDES Permit
DOT Encroachment Agreement
Flood Plain Map
System Curve Calculation and Well Pump
Catalog Data
Equalization Tank Sizing Calculations
Secondary Containment Volume Calculation
Process Pump Calculations and Catalog Data
•-------------------'
R
n
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
July 26, 2006
Mr. Daniel M. Blaisdell, P.E.,
Assistant Chief
Engineering Branch
Construction Grants & Loans Section
NC Division of Water Quality
1633 Mail Service Center
Raleigh, NC 27699-1633
2728 Capital Boulevard
Raleigh, NC 27604
RE: North Carolina State University, Lot 86 Site Groundwater Treatment System
Request for Authorization to Construct
Dear Mr. Blaisdell,
On behalf of the North Carolina State University (NCSU), Marshall Miller & Associates
(MM&A) is writing to request Authorization To Construct (A TC) for a groundwater
extraction and treatment system at the NCSU Lot 86 site. The site is located on NCSU
property and was used for disposal of chemical wastes between 1969 and I 980. The site
is registered on the National Priorities List by the United States Environmental Protection
Agency (EPA). The source of the contamination was remediated in 2000 by in situ
stabilization using Portland cement. The purpose of subject treatment system is to
recover and treat groundwater that has been contaminated by chemicals that have been
leached from the buried wastes over time, prior to stabilization.
Please find enclosed three copies of each of the following items for your review:
• Authorization to Construct Application Form
• Plans and Specifications Submittal Checklist
• Appendices containing relevant permits and calculations required for review
• Plans
• Specifications
• Final Design Criteria Report
The EPA has directed NCSU to complete this project under an expedited schedule,
therefore MM&A is committed to taking any steps that we can to aid a timely completion
5825 Triangle Drive /Raleigh.NC 27617 /Tel [phone] / Fax [phone]
Web Site -http://www.mma1.com • E-mail [e-mail]
Branch Offices in Bluefield, VA /Richmond, VA /Charleston, WV /Madisonville, KY /Lexington, KY /Horrisburgh, PA /Kingsport, TN/ Kansas City, KS /Shreveport, LA
D
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
of this review, and any assistance that you can provide to the same end would be greatly
appreciated. Please do not hesitate to contact the undersigned at 919-786-1414.
Respectti.Jll Submitted:
& ASSOCIATES
Project Manager
Enclosures -As listed.
CC: Duane Knudson, NCSU
Tom Hunter, P.E., NCSU
David Mattison, P.E., NCDENR
Susan Johnson, P.E., MM&A
Tom Haag, P.E., MM&A
Rym . Ames, P.E.
Project Engineer
(Note: Plans, Specifications, and Final Design Criteria Report have been
provided previously to all persons copied, therefore additional copies are not
provided with this submission. Please contact MMcful at 919-786-1414 if
additional copies are desired.)
i
I
B
u
u
D
I
I
I
I
I
I
I
I
I
I
11
1
2
3
4
5
6
7
Page 1 of 2
North Carolina Division Of Water Quality
Construction Grants & Loans Section
Authorization To Construct (ATC) Application Form
(To Be Used On and After July 1, 2004)
Date: July 24, 2006
Permittee/Owner Name: North Carolina State University
Address: Campus Box 8007, Raleigh, NC 27695-8007
Contact Person: Duane Knudsen
Telephone Number: 919-515-6859
Engineer of Record: David Schaad, Ph.D, P.E. -Marshall Miller & Associates, Inc.
Address: 5825 Triangle Dr., Raleigh, NC 27617
Telephone Number: 919-786-1414
Please Note: The Following
Items/Information Must be Submitted
To Be Considered a Complete
Package. If Any Applicable Item Is
Missing The Package Will Be
Returned As Incomplete.
Letter of Request for ATC from Permittee
or Authorized Agent.
A Brief Description Of the Proposed
Project.
A Complete Copy Of the NPDES Permit
or Public Notice of A Draft NPDES
Permit.
Design Capacity (in Million Gallons per
Day-MGD).
If New or Expanding Design Capacity is
greater than or equal to 0.500 MGD
include a copy of Finding Of No
Significant Impact (FNSI).
Three Sets Of Plans Signed and Sealed
By A NC Professional Engineer and
Stamped With "Final Drawing -Not
Released For Construction"
Three Sets of Technical Specifications.
Check Each
Box For
Which
Information
Is Provided Remarks/Explanation
(✓)
✓
✓ See cover letter. plans and specifications
submittal checklist, and final design criteria
reoort.
✓
✓ 0.0288 MGD
Not Applicable --
✓ "For construction" designation required for
previous review by EPA. Bound separately.
✓ Bound separately.
NCOWQ ATC Application July 2004
Page 2 of 2
I
g
I
D
D
D
I
I
I
I
I
I
I
8
9
10
11
12
13
14
15
16
Three Sets each of Process, Design,
and Hydraulic Profile Calculations.
A Hydraulic Profile; and A Flow
Schematic With Sizes Of Major
Components On 81/2" X 11" Paper.
Documentation that a Soil & Erosion
Control Permit Application Has Been
Submitted to Division of Land
Resources.
Residuals Management Plan (for all
facilities producing residuals).
Construction Sequence Plan (for
Modifications).
110 Volt Power and Potable Water
Included in Plans.
Hydrogeologic Information Must Be
Provided If A Potential For Groundwater
Contravention Exists.
For Abandonment of WWTPs, a
Statement That the Facility Will Be
Properly Disconnected.
For Municipal/Public Facilities, A
Signed/Sealed Certification From the
Engineer Of Record That the Project
Complies With G.S. 133-3.
✓ Bound as attachment to this document.
Not Applicable -All flows of system are --pumped.
Not Applicable -Area of disturbance is --< 1-acre (0.53 acres disturbed).
The process will not generate a large --quantity of residuals. If appropriate, spent
filter media will be regenerated by a
qualified service provider or vendor. Other
residuals, including filter media that cannot
be regenerated and sediments, will be
disposed appropriately under existing
NCSU waste manaaement orocedures.
New construction, therefore sequence of --construction is not critical for water quality
ourooses.
✓
✓ Summary hydrogeologic information is in
the plans and design criteria report
provided. Extensive hydrogeologic
information is available in various reports
orovided
Not Applicable --
Specifications state compliance with --GS133-3.
NCOWQ ATC Application July 2004
I
I
I
I
u
D
I
I
I
I
I
I
I
I
I
I
I
PLANS AND SPECIFICATIONS
SUBMITTAL CHECKLIST
DESIGN MANAGEMENT UNIT
CONSTRUCTION GRANTS & LOANS SECTION
July 2006
Notes:
This checklist must he completed whether or not the project is being funded through the
Construction Grants and Loans Section.
This checklist follows the same format and sequence as the "Guidance for Submittal of
Plans and Specifications". All applicable sections must be completed.
The completed checklist must be included for a submittal to be considered complete.
For any project that requires review under the State Environmental Policy Act (SEPA) a
permit cannot be issued, nor can plans and specifications be approved for funded projects,
prior to the completion of a State Clearinghouse advertisement period for a FNSI, EIS, etc.
However, we arc willing to receive documents that arc otherwise complete and initiate
review of the plans and specifications after the FNSI, EIS, etc. has been submitted to the
Clearinghouse. Any submittals that are incomplete may be retumed.
Contact Information
Date: July 24, 2006
Permittee/Owner: North Carolina State Engineer of Record: David Schaad, Ph.D, P.E.
University
Address: Campus Box 8007 Address: Marshall Miller &
Raleigh, NC 27695-Associates, Inc.
8007 5825 Triangle Dr.
Raleigh, NC 2761 7
Contact Person: Duane Knudsen
Telephone Number: 9 I 9-515-6859 Telephone Number: 9 I 9-786-1414
Background Information
Please provide a brief description of the existing and proposed systems:
A new groundwater extraction and treatment system is to be constructed under this project. The
site is located on NCSU property and was used for disposal of chemical wastes between 1969 and
1980. The site is registered on the National Priorities List by the United States Environmental
Protection Agency (EPA). The source of the contamination was remediated in 2000 by in situ
stabilization using Portland cement. Groundwater that has been contaminated by leaching of
I
I
I
I
0
0
I
I
I
I
I
I
I
I
I
I
chemical wastes prior to remediation is to be extracted and treated. Contaminants of concern are
primarily volatile organic compounds, with some semi-volatile organic compounds and metals.
The treatment system consists of 17 extraction wells with electric well pumps which will pump
contaminated water to the treatment facility. The facility will be housed in a building located at
the site and consist of equalization, process pumping, air stripping, sediment filters, granular
activated carbon filters, ion selective resin filters, and effluent metering.
Please provide the existing and speculative/anticipated NPDES pennit limits, if applicable:
The following table contains a summary of effluent limits defined under NPDES pennit
NC00SS l 29. The permit also prescribes regular monitoring of effluent water quality for several
other contaminants.
Effluent Characteristic Monthly Weekly Daily
Average Average Maximum
Flow 0.010 MGD
Mercury 0.012 ug/L
Benzene 71.4 ug/L
Carbon Tetrachloride 4.42 ug/L
Toluene 11 ug/L
pH 6.0 to 9.0 standard units
Other pertinent/supporting information to expedite review and approval:
As National Priority List site, the soil and groundwater remediation work at the site have followed
the study, evaluation and review process required under the Comprehensive Environmental
Response, Compensation, and Liability Act (CERCLA) and the Superfund Amendments and
Reauthorization Act (SARA). All of these phases of the project have been conducted in
coordination with, and under the review of the United States Environmental Protection Agency
and the North Carolina Department of Environment and Natural Resources (Supcrfuncl Section).
One of the plans generated in this process is a design criteria report which summarizes design
requirements and considerations for the project. The Final Design Criteria Report is included as
part of this submission to summarize the design considerations and provide additional background
regarding the site. Also, please note that the plans and specifications submitted with this request
for Authorization To Construct have been reviewed by the EPA and NCDENR and approved for
construction. Also, NCSU is expediting the project schedule under direction of the EPA.
2
I
I
u
D
I
I
I
I
I
I
I
I
I
I
I
I
I
A. Applications/Fees
Authorization To
Construct
NCDWQ A TC Application,
July 2004
Sewers, Pump Stations,
Force Mains
PSFMGSA 10/99
Fonn WSCA I 0/99
$400 Fee
Spray Irrigation
SIA 09-02
$1090 Fee
$325 Fee
$675 Fee
$205 Fee
Reclaimed \Vatcr
RWIS 04-03
$ 1090 Fee
$325 Fee
$675 Fee
$205 Fee
Check Each Box For Remarks/Explanation
Which Information ls
Provided (✓)
✓ No fee required clue to treatment
facility with NP DES discharge
3
I
I
a
g
D
D
D
I
I
I
I
I
I
I
I
I
I
B. Plan Suhmittals
A. Proiccts Funded ThrouL?:h CG&L
Pipelines, Pump Stations, Force Mains
WWTP
Irrigntion/Reclaimed \Yater
B. Non-Funded Proiects
Pipelines, Pump Stations, Force Mains
WWTP
NC PE seal and signature on all sheets
All property lines, construction
easements, permanent casements, and
ROW shown
All wells within 125' of project shown
Information provided for all wells
within 500 feet of earthen-lined
treatment units, or irrigation, or
disposal sites.
For WWTP all houses and places of
public assembly within I 00 feet shown.
For lagoons and iITigation projects all
houses and places of public assembly
within 400 feet shown.
Plan sheets for all applicable
disciplines.
Revicn· Cooics (✓) Final Cooics
2 5
2 5
4 5
2 3
2 3 ✓
Check Each Box Remarks/Explanation
For \Vhich
Information Is
Provided (✓)
✓
✓
✓
Not Applicable
✓
Not Applicable
✓
4
I
a
D
D
I
I
I
I
I
I
I
I
I
I
I
I
Wetlands, watercourses, and drainage
features within 50 feet of all
sewer/pipeline and wastewater
treatment projects shown.
Wetlands, watercourses, and drainage
features within I 00 feet of all irrigation
projects shown.
Identify on the plans each water body's
watershed classification.
401 Water Quality Certification
req u i rem en ts
404 Pem1it requirements
Section IO Permit requirements
✓
Not Applicable
Status if not included: Not
Applicable
Status if not included: Not
Applicable
Status if not included: Not
Applicable
5
I
I
B
I
E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
B. Plan Submittals (continued)
CAMA Permit requirements
CAMA Consistency requirements
Sedimentation and Erosion Control
requirements
Dam Safety requirements
DOT Encroachment Agreement
requirements
Railroad Encroachment requirements
Sewer extensions in area designated on
the State Registry of Natural Heritage
Areas?
Sewer extensions in area dedicated as a
NC Nature preserve?
Reliability per NCAC 2H.0124
All existing utilities show (plan and
profile)
North arrow on each plan sheet
Horizontal and vertical control
100 year flood elevation identified.
Check Each Box
For Which
Information Is
Provided()
✓
Yes
No ✓ --
Yes
No ✓
✓
✓
✓
✓
✓
6
Remarks/Explanation
Status if not included: Not
Applicable
Status if not included: Not
Applicable
Status if not included: Not
applicable; area of disturbance is
less than I acre (0.53 acres)
Status if not included: Not
Applicable
Status if not included:
Status if not included: Not
Applicable
The I 00 year flood elevation is
not within plan coverage of the
project; a copy of the flood plain
map is included herein as
documentation.
I
I
I
I
u
0
D
I
I
I
I
I
I
I
I
I
I
I
C. Specifications (Contract Documents) Submittals
Review
Copies
A. Projects Funded Through CG&L
Pipelines, Pump Stations, Force Mains 2
WWTP 2
Irrigation/Reclaimed Water 4
B. Non-Funded Proiects
Pipelines, Pump Stations, Force Mains 2
WWTP 2
Check Each Box For
Which Information Is
Provided (✓)
NC P.E. Seal on cover ✓
Advertisement for Bids
Information For Bidders ✓
Bid Form ✓
Bid Bond ✓
Agreement ✓
Payment Bond ✓
Performance Bond ✓
Notice of Award with
appropriate signatures
Notice to Proceed with
appropriate signatures
Change Order Form ✓
General Conditions ✓
Special Conditions ✓
Technical Specifications ✓
SRF Special Conditions, if
applicable
STAG Special Conditions, if
applicable
7
(✓) Final
Copies
5
5
5
3
3 ✓
Remarks/Explanation
Not Applicable
Not Applicable
I
I
I
D
D
I
I
I
I
I
I
I
I
I
I
I
C. Specifications, continued
Minority Business Fonns for Local
Government Projects
Minority Business Guide
Dispute Resolution, including
mediation for Local Governments
Contract Duration included
Sequence of Construction included
Subsurface investigation available
NCDOT Encroachments(s)
Railroad Encroachment(s)
Scope of work matches take off
Scope of work matches approved
Engineering Report (funded projects)
Gravity sewers broken out in bid fom1
by unit price for various depths
Check Each Box Remarks/Explanation
For Which
Information Is
Provided (✓)
✓
✓
✓
Project is to be entirely new
construction, therefore sequence of
construction is not critical for
maintenance of water quality.
✓
Enclosed herein.
Not Applicable.
✓
Not Applicable.
Not Applicable.
8
I
I
I
g
D
0
I
I
I
I
I
I
I
I
I I
I
I
I
D. Supplemental Documentation
Check Each
Box For \Vhich
Information Is
Provided (✓)
STAG Checklist (STAG funded
projects)
Executed Inter-local Agreements
(funded projects)
Updated cost estimate (funded
projects)
Executed certification regarding GS ✓
133-3 (publicly owned regardless of
funding)
Petroleum contamination addressed
in plans & specs
Agronomist Report
Soils Report
Hydrogeologic Repo11
Water Balance
E. Design Calculations
Check Each Box
For Which
Information Is
Provided (✓)
Design in accordance with NCAC ✓
TISA 2H.02!9
Downstream sewer receiving capacity
Net Positive suction head, if applicable
System head calculations and curve ✓
plotted on pump curve
Impeller selection shown ✓
Water hammer analysis if FM> 2500
feet
Pump run time
9
Remarks/Explanation
Not Applicable
Not Applicable
Not Applicable
Specifications contain statement
regarding GS 133-3 compliance
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Remarks/Explanation
Not Applicable
Not Applicable
Not Applicable
Sec well pump data, herein. Pumps
will be operator adjustable, variable
speed type, and will be adjusted to
specific well production rates, and
therefore will run almost
constantly.
I
I
0
D
I
I
I
I
I
I
I
I
I
I
I
I
E. Design Calculations, continued
Pump cycle time
Pump station handles peak flow with
largest pump out of service
Hydraulic profile at average daily
flow
Hydraulic profile at peak hourly flow
with largest train out of service
Process calculations/design
information for the following unit
processes, as applicahlc.
Influent flow equalization
Influent Pumping
Bar screens
Grit removal
Flow rnonitoring
Primary clarification
Aeration basins, including anoxic
and anaerobic zon<!s, if applicable
Blowers
Secondary clari fiers
Return activated sludge purnping
Waste activated sludge pumping
Internal recycle pumping
Effluent filters
Check Each Box Remarks/Explanation
For \Vhich
Information Is
Provided (✓)
Sec well pump data herein.
Not applicable
Not Applicable -all process stages
are pumped.
Influent flow not susceptible to
diurnal or weather related peaking
conditions.
y
✓
✓ (See comments above regarding
well pumps. )
Not Applicable
Not Applicable
Effluent flow metered by magnetic
flow meter.
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
Not Applicable
10
B
0
u
•
I
I
I
I
I
I
I
I
I
I
I
I
I
E. Design Calculations (continued)
Check Each Box Remarks/Explanation
For Which
Information Is
Provided(✓)
Disinfection Not Applicable
Dechlorination Not Applicable
Sludge digestion Not Applicable
Residuals holding Not Applicable
Residuals dewatering Not Applicable
Buoyancy calculations for all Not Applicable-no structures below
structures grade.
Standby power sizing Process will not discharge untreated water
calculations if power failure occurs; building
foundation is designed as secondary
containment for equalization tank.
If the answer to any of the following questions is "Yes" a Residuals Management Plan must
he incluclecl with the plans and specifications:
I. ls a new treatment facility proposed?
2. ls an increase in treatment capacity
proposed?
3. ls a modification to a treatment
facility proposed that would increase
the residuals yield?
4. ls a modification to the residuals train
being proposed?
NC Professional Engineer Signature
Date
Yes No X ----
Yes No --------
Yes No --------
11
I
D
8
D
B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ATTACHMENT A
Final NP DES Permit
I
I
n
I
0
D
D
I
I
I
I
I
I
I
I
Michael F. Easley, Governor
· William G. Ross Jr., Secretary
Nort~ Carolina·Departmei:it of Environment and Natural Resources
Alan W. Klimek,·P.E. Director
Division of Water Quality
Mr. Duane Knudsen
Environmental Affairs Manager
Environmental Health and Safety Center
Campus Box 8007 ·
Raleigh, North Carolina 27695-8007
Dear Mr. Knudsen:
March 10, 2006
Subject: Issuance ofNPDES Permit NC0088129
North Carolina State University-Lot 86
Wake County
Division personnel have reviewed and approved your application for the subject permit. Accordingly, we are
forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North
Carolina General Statute ·143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency dated May 9, 1994 (or as_ subsequently_ amended).
This final permit includes no major changes from the draft permit sent to you on January 18, 2006_
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to
you, you have the right to an adjuclic_atory hearing upon written request within thirty (30) days following receipt o_f this
letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
. General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall _be final and binding.
Ple~se note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain
other permits which may be required by the Division of Water Quality or permits required by the Division of Land
Resources, the Coastal·Area Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Dawn Jeffries at telephone number [phone],
extension 595. · ·
Sincerely, .
/U~ -G,r ; Alan W. Klimek, P.E.
cc: Central Files
Raleigh Regional Office/Surface Water Protection Section
NPDES Unit
Wake County Environmental Services
hall,MiJJi!J:'"irnl~o te.
5852 Triangle Drive
Raleigh, NC 27617
Attn: Ryan Ames
r-&".rtb Carolina 1Vnlurall!f --------------'-----------------------------
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone]
Internet: www.ncwaterguality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
Customer SCTVice
1-877-623-6748
I
m
I
I
I
I
I
0
D
D
0
n
Permit NC0088129.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRO.NMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
, PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANTi)lSCHARGE ELIMINATION SYSTEM
In compliance with .the provisions of North Carolina General Statute 143-215.1, other
lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
.· amended · · .. , '
·. j
North Carolina State University
. is hereby authoriz~d to discharge ;astewater from a facility located at the
Carter-Finley Stadium
4650 Trinity Road
Raleigh
Wake County
to receiving waters designated as an unnamed tributary to Richlands Creek in the
Neuse River Basin · ·
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective April 1, 2006.
· This permit and authorization to discharge shall expire at midnight on February 29, 2008.
Signed this day March 10, 2006.
~-, Alan W. Klimek P.E.,DirctoG
Division of Water Quality ·
By Authority of the Environmental Management Commission
Permit NC0O88129
SUPPLEMENT TO PERMIT COVER SHEET . .
All previous NPDES Permits issued to this fa~ili,;, whe~er for ~peration ~r discharge are h~reby rev.eked As of this permit issuani:e, any Prf!viously· issued permit bearing this iillmber is no Iofiger effective. Therefore, the CX:clu"sive authority to operate and discharge froffi ~is facility a.rises unde.r the permit conditions, requirements, terms, and provisions included p.erein.
North Carolina State University is hereby authorized to: ' '
1. After receiving an Authorization to Construct from the Division, construct and operate a 0.010 • MGD groundwater remediation system consisting_ of the following:
♦ Particulate filter
♦ Two air strippers in parallel
♦ Carbon filter
♦ Ion selective resin filter (for mercury) .
The facility is located at 4650 Trinity Road; Raleigh in Wake County.
2. Discharge from said treatment works aI the locati~n specified on the attached map into an unnamed tributary to Richlands Creek, classified C NSW waters in the Neuse River Basin. · · · · ·
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
g
D
D
I
I
I
I
I
I
I
I
I
I
I
IJSGSQuaci:Nanie:,'.Ralei
[~e~i,~)~g 1ff[~am: ur:,ki
Sifeiiiri Class::t NSW :,
sii~ba~i,'i': Neuse -03040 ·t-"f..'-,•··-·=·. ·· .• ,.
I
I
I
D
0
0
I
I
I
I
I
I
I
I
I
I
I
Perrriit NCOOSS 129
A. (1.) EFFLUENT LIMiTATIONSAND MONITORING REQUIREMENTS
During the period begirining on th~ effective date of thi;; permit and lasting ~ntil expiration,
.· the pennittee is authorized· to discharge treated groundwater . from outfall 001. Such
. discharges shall be limited and monitored by the Permittee as specified below: . .
. ·. . . ' . '· ·. . . . .-_.,_ '·. : . ·.. . ' .. · .
Arsenic
Co er Grab E
Iron· Quartert Grab E
Lead· Quarter! · Grab E·
Manganese Monlhly Grab E
Mercu 2 ' ·. 0,012 . /L Monlhl 'Grab E
Zinc Quartert Grab E
Benzene· 71.4 /L Monlhl Grab E
Carbon tetracloride 4,42 /L Monlhl Grab E
Chloroform· Quarter! Grab E.
1,2-Dibromoethane Quarter! Grab· E
1,2-Dichloro ro ane Quarter! Grab E
1, 1,2,2-Tetrachloroelhane Monlhl . Grab E
Tetrachloroelhene· . Quarter! Grab E
11 /L Monlhl . Grab E
Monlhl Grab E
6.0 -9.0 standard units . Monlhl Grab E
Grab E
Footnotes:
L Pennittee may request reduction of.monitoring requirements and/ or removal of limit if
effiuent samples for a parameter (covering at least one year and twelve sampling events)
are below detection level or show no reasonable potential to exceed standards .. ·
2. Method 1631 must be used for mercury monitoring.
3. Chronic Toxicity (Ceriodaphnia dubia) P/F At 90%; February, May, August, and
November; See Special Condition A.2... ·
. There shall be no discharge of floating solids or visible foam in other than trace amounts.
Permit NC0088129
A. (2.) CHRONIC TOXICITY PERMIT LIMIT (QRTRL Y) .. . . . . . -. .
The effluent discharge shall at no time exhibit observable inhibition of reproduction or
significant mortality to Ceriodaphnia dubia at an effluent concentration of 90%. ·
The permit holder shall perform at a minimum. quarterly monitoring using test procedures
outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bfoassay Procedure," Revised
February 1998, or subsequent versions or "North Carolina Phase II Chronic Whole Effluent
Toxicity Test Procedure" (Revised-February 1998) or subsequent versions. The tests will be
performed during the months of February, May, August and November. Effluent sampling
for this testing shall be performed at the NPDES permitted final effluent discharge below all
treatment processes. . . . . . . . . . . . . . .· . . . . . .
If the test procedure performed as the first test of any single quarter results in a failure
or ChV below. the permit limit, then multiple:concentration testing shall be performed
at a minimum, iri each of the two following months as described in "North Carolina
Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised-February 1998) or
subsequent versions. · · · ·
The chronic value for multiple concentration tests will be determined using the geometric
mean of the highest concentration having no dete::ctable impairment of reproduction or .··
survival and the lowest concentration that does have a detectable impairment of reproduction
··or survival The definition of"detectable impairment," collection methods, exposure regimes,
and further statistical methods are specified in the "North Carolina Phase II Chronic Whole
· Effluent Toxicity Test Procedure" (Revised-February 1998) or subsequent versions.· • · ..... ·
All toxicity testing results required as part of this permit condition will be entered on the
Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed,
using the parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value.
Additionally, DWQ Form ATc3 (original) is to be sent to the followirig address: · ·· · · · . . .
North Carolina Divisiori ofWater Quality
Environnierital Sciences Section ·
1621 Mail Service Center·
Raleigh, North Carolina 27699-1621
. ·· Completed Aquatic Toxicity Test Forms shall be filed with ·the Environmental Sciences Section
· . no later than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical·
measurements and all concentration/response data, and be certified by laboratory supervisor
and ORC or approved designate signature.· Total residual chlorine.of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste
stream. . . . .
Should there be no discharge of flow from the facility during a month in which toxicity·· ·
monitoring is required, the permittee will complete the information located at the top of the
aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number,
county, and the month/year of the report with the notation of "No Flow" in the comment area
of the form. The report shall be submitted to the Environmental Sciences Section at the
address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,
monitoring will be required during the following month. . .
Should any test data from this monitoring requirement or tests performed by the North
Carolina Division of Water Quality indicate potential impacts to the receiving stream, this .
permit may be re-opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as
minimum control organism survival, minimum control organism reproduction, and
appropriate environmental controls, shall constitute an invalid test and will require
immediate follow-up testing to be completed no later than the last day of the month following
the month of the initial monitoring. ·
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
D
I
B
0
u
I
I
I
I
I
I
I
I
I
PART II
NPDES Permit Requirements
Page 1 of 16
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.
3/Week
Samples are collected three times per week on three separate calendar days.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq.
Annual Average
The arithmetic mean of all "daily"discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
B)'Jlass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
is not a designed or established or operating mode for the facility.
Calendar Day
The period from midrtight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combirting grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case-by-case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 _hour
period of discharge and combined proportional to the rate of flow measured at the time of individual sample-·
collection, or ·
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
with the time intervals between samples determined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow recorder and
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1 /24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. This method may only be used in situations where effluent flow rates vary
less than 15 percent. The grab samples shall be taken at intervals of no greater than 20 minutes apart
during any 24-hour period and must be of equal size and of no less than 100 milliliters. Use of this method
requires prior approval by the Director.
Version 6/20/2003
NPDES Permit Requirements
Page 2 of 16
In accordance with (4) above, influent grab samples shall not be collected more than once per hour. Effluent grab samples shall not be collected more than once per hour except at wastewater treatment systems having a detention time of greater than 24 hours. In such cases, effluent grab samples may be collected at intervals evenly spaced over the 24-hour period that are equal in number of hours to the detention time of the system in number of days. However, the interval between effluent grab samples may not exceed six hours nor the number of samples less than four during a 24-hour sampling period.
Continuous flow measurement
Flow monitoring that occurs without mterruption throughout the operating hours of the facility. Flow shall be monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all grab samples collected during that period. (40 CFR 122.3)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the permit. The Division expects that sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week for any permit pararneter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or "the Divisirul:
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
Facility Closure
The cessation of wastewater treatment at a pennitted facility, or the cessation of all activities that require coverage under the NPDES. Completion of facility closure will allow this permit to be rescinded.
I
I
I
I
I
I
I
I
I
I
I
I
I
Geometric Mean I The Nth root of the product of the individual values where N = the number of individual values. For purposes of calculating the geometric mean, values of "0" (or"< [detection leveij'') shall be considered = I.
Grab Sample
Individual samples of at least 100 ml collec.ted over a period of time not exceeding 15 minutes. Grab samples can be collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instrearn samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
Jnstantatieous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total discharge.
Version 6/20/2003
I
I
I
I
I
I
I
6
D
D
u
I
NPDES Permit Requirements
Page 3 of 16
Monthly Average (concentrntion limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The average of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)Q) of the Clean Water Act.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary no'ncompliance with
pennit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational· error, improperly_ designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Averag~ (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such ·discharges.
I Section B. General Conditions
I
I
I
I
I
I
I
I
I. Duty to Comply
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the Clean Water Act and is grounds for enforcement action; for pennit te~ation, revocation and reissuance,
or modification; or denial of a permit renewal application [40 CFR 122.41).
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under
section 405( d) of the Clean Water Act within the time provided in the regulations that establish these
standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been
modified to incorporate the requirement.
. b. The Clean Water Act provides that any person who violates section 301,302,306,307,308,318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a. pretreatment program approved under sections 402(a)(3) or 402(b)(8)
of the Act, is subject to a civil penalty not to exceed $25,000 per day for each violation. [40 CFR 122.41 (a)
(2)]
c. The Clean Water Act provides that any person who negligent!J violates sections 301, 302, 306, 307, 308, 318, or
405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under
section 402 of the Act, or any requirement imposed in a pretreatment program approved under section
402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [40 CFR 122.41 (a) (2)]
Version 6/20/2003
NPDES Pennit Requirements
Pagc4of16
d. Any person who knowing& violates such sections, or such conditions or limitations is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both. [40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any pennit condition or limitation implementing any of such sections in a pennit issued under section 402 of the Act, and who knows at that time that he thereby places another person in imminent danger of death or serious bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North Carolina General Statutes§ 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302, 306, 307, 308, 318 or 405 of this Act, or any pennit condition or limitation implementing any of such sections in a pennit issued under section 402 of this Act. Administrative penalties for Class I violations are not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed $25,000. Penalties for Class II violations are not to exceed $10,000 per day for each· day during which the violation continues, with the maximum amount of any Class II penalty not to exceed $125,000. (40 CFR 122.41 (a) (3)]
2. Duty to Mitigate
The Pennittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this pennit which has a reasonable likelihood of adversely affecting human health or the environment · (40 CFR 122.41 (d)].
3. Civil and Criminal Liability
Except as provided in pennit conditions on "Bypassing" (Part II. C. 4), "Upsets" (Part II. C. 5) and "Power Failures" (Part JI. C. 7), nothing in this pennit shall be construed to relieve the Pennittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the Pennittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this pennit shall be construed to preclude the institution of any legal action or relieve the Pennittee from any responsibilities, liabilities, or penalties to which the Pennittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Pennittee is responsible for consequential damages; such as fish kills, even though the responsibility for effective compliance may be temporarily suspended.
5. Property Rights . The issuance of this pennit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations (40 CFR 122.41 (g)].
6. Onshore or Offshore Construction
1bis pennit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters.
Version 6/20/2003
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
g
0
u
R
I
I
I
I
I
I
I
I
I
7. Sevcrability
NPDES Permit Requirements
Page S of 16
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of thi,
permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainde1
of this permit, shall not be affected thereby [N CGS 150B-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)).
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyOnd the expiration date, the Permittee shall submit such information, forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatoi;y Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
a. All permit applications shall be signed as follows:
(I) · For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary,. treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather _complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietocship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b.. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
1. The authorization is made in writing by a person described above;
2. The authorization specified either an individual or a position having responsibility for the overall
operation of the regulated facility or activity, such as the position of plant manager, operator of a well or
well field, superintendent, a position of equivalent responsibility, or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.); and
3. The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
Version 6120/2003
NPDES Permit Requirements
Page 6 of 16
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following certification [40 CFR 122.22]:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations.•
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the Permittee for a pennit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41 (f)].
13: Permit Modification Revocation and Reissuance or Termination
The issuance of this permit does not prohibit the perrnit issuing authority from reopening and modifying the perrnit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title !SA of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.l et. al.
I
I
I
I
I
I
I
I
I
14. Annual Administering and Compliance Monitoring Fee ReQuirements I The Permittee must pay the-annual administering and compliance monitoring fee within thirty days after being billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105 (b) (4) 1 may cause this Division to initiate action to revoke the pennit.
Section_ C. · Operation and Maintenance of Pollution Controls
1. Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Perrnittee shall employ a certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the · classification assigned to the water pollution control treatment system by the Certification Commission. The Perrnittee must also employ one or more certified Back-up .ORCs who possess a currently valid certificate of the type of the system. Back-up OR Cs must possess a grade equal to (or no more than one grade less than) the grade of the system [15A NCAC SG.0201].
The ORC of each Class I facility must:
► Visit the facility at least weekly
► Comply with all other conditions of 1 SA NCAC SG.0204.
The ORC of each Class II, III and IV facility must:
► Visit the facility at least daily, excluding weekends and holidays
► Properly manage and document daily operation and maintenance of the facility
► Comply with all other conditions of I SA NCAC SG.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
Version 6120/2003
I
I
I
I
I
I
I
I
I
I
I
I
I
I
u
D
I
I
I
I
I
I
NPDES Permit Requirements
Page 7 of 16
b. Within 120 calendar days of:
► Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
► A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or used by the Permittee to
achieve compliance with the conditions of this permit. · Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(c)].
4. Bjcpassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not ·subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41 (m) (3))
~) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten clays before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass. ·
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
IL E. 6. (24-hour notice).
c. Prohibition of Bypass rn Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless: ·
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the. use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system-wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
0) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41 (n) (2)]: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims that
Version 6/20/2003
NPDES Permit Requirements I
Page 8 of 16
noncompliance was caused by upset, and before an action for noncompliance, is final administr?,tive action I subject to judicial review.
b. Conditions necessary for a demonstration of upset: A Permittee who wishes to establish the 1 affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Pennittee facility was at the time being properly operated; and I (3) The Pennittee submitted notice of the upset as required in Part II. E. 6. (b) (B) of this permit.
( 4) The Pennittee complied with any remedial measures required under Part IL B. 2. of this permit.
d. Burden of proof (40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an
upset has the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall be utilized/disposed of in accordance with NCGS 143-215.l and in a manner such as to prevent any pollutant from such materials from entering waters of the State or navigable waters of the United States. The Permittee shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of 40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/ disposal of sludge may be reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The Pennittee shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the regulation, even if the pennit is not modified to incorporate the requirement. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use or disposal practices.
7. Power Failures
The Perrnittee is responsible for mamtrurung adequate safeguards (as required by ISA NCAC 2H.0124 -Reliability) to prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the pennitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is characteristic of the discharge over the entire period the sample represents. All samples shall be taken at the monitoring points specified in this pennit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit Issuing Authority (40 CFR 122.41 (j)J.
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a monthly Discharge Monitoring Report (DMR) Form (MR I, I.I, 2, 3) or alternative forms approved by the Director, postmarked no later than the 28th day following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality/ Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Vet5ion 6/20/,?003
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
g
I
D
D
I
I
I
I
I
I
I
I
I
3. Flow Measurements
NPDES Permit Requirements
Page 9 of 16
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than_ 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once-through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Test ·procedures for the analysis of pollutants shall conform to the EM_C regulations (published pursuant to_
NCGS 143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act (as Amended), and 40 CFR 136; or in
the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit [40 CFR 122.41]. . .
To meet the intent of the monitoring required by this perm.it, ·a11 test procedures must produce minrmum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. ·If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level) approved method must
be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any
monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by
a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or
by both. If a conviction of a person is for a violation committed after a first conviction of such person under this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both (40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including:
► all calibration and maintenance records
► all original strip chart recordings for continuous monitoring instrumentation
► copies of all reports required by this permit
► copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time (40 CFR
122.41]. .
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information (40 CFR 122.41]:
a. The date, exact plac~, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
Version 6120/2003
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entr:y
NPDES Permit Requirements
Page 10of16
The Pennittee shall allow the Director, or an authorized representative (including an authorized contractor acting as a representative of the Director), upon the presentation of credentials and other documents as may be required by law, to;
a. Enter upon the Permittee's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this perrrut; . c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act, any substances or parameters at any location [40 CFR 122.41 (i)].
Section E Reporting Requirements
I. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of any pollutant identified in this perm.it more frequently than or at a level in excess of that authorized shall constitute a violation of the permit.
2. Planned Changes
The Permittee shall g;ve notice to the Director as soon as possible of any planned physical alterations or additions to the permitted facility [40 CFR 122.41 Q)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to notification requirements under 40 CFR 122.42 (a) Q).
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and such alternation, addition or change may justify the application of perm.it conditions that are different from or absent in the existing permit, including notification of additional use or disposal sites not reported during the permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall g;ve advance notice to· the Director of any planned changes to the permitted facility or other activities that might result in noncompliance with the permit [40 CFR 122.41 Q) (2)).
4. Transfers
This perm.it is not transferable to any person except after notice to the Director. The Director may require modification or revocation and reissuance of the permit to document the change of ownership. Any such action may incorporate other requirements as may be necessary under the Clean Water Act [40 CFR 122.41 Q) (3)].
5. Monitoring Rq,orts
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 Q) (4)].
a. Monitoring results must be-reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms . provided by the Director for reporting results of monitoring of sludge use or disposal practices. b. If the Perm.ittee monitors any pollutant more frequently than required by this permit, the results of such monitoring shall be included in the calculation and reporting of the data s_ubmitted on the DMR.
Version 6/20/2003
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
g
D
D
D
I
I
I
I
I
I
I
I
I
I
6. Twency-four Hour Reporting
NPDES Permit Requirements
Page 11 of 16
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reocc;:urrence of the
noncompliance [40 CFR 122.41 0) (6)].
b. The Director may waive the written report on a case-by-case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Einergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported·under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of
this permit [40 CFR 122.41 0) (7)].
8. Other Information
\Vhere the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.41 0) (8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following th_e
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file-a written report within 5 days following ftrst
knowledge of the occurrence.
10. Availabilicy of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division of Water Quality. As required by the Act, effluent data shall not be considered confidential.
Knowingly making any false statement on any such report may result in the imposition of criminal penalties as
provided for in NCGS 143-215.1 (b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this pennit, including
monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of
Version 6120/2003
NPDES Pennit Requirements I
P.:ige 12 of16
not more than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both I [40 CFR 122.41 ].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual I report to the Pennit Issuing Authority and to the users/customers served by the Pennittee (NCGS 143-215.lC). The r_eport shall summarize the performance of the collection or treatment system, as well as the extent to which the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality. I The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon which annual period is used for evaluation.
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities, no~ add to the plant's treatment capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an Authorization to Construct (AtC) pennit. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been submitted by the Pennittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director qf the Division of Water Quality, conduct groundwater monitoring as may be required to determine the compliance of this NPDES pennitted facility wi_th the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
I
I
I
I
I
I
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent I basis, of any toxic pollutant which is not limited in the pennit, if that discharge will exceed the highest of the following "notification levels";
(I) One hundred micrograms per liter (100 µg/L); . I (2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter (500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one milligram per liter Q mg/L) for antimony; I (3) Five times the maximum concentration value reported for that pollutant in the pennit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non-routine or infrequent basis, of a toxic pollutant which is not limited in the pennit, if that discharge will exceed the highest of the following "notification levels";
(I) Five hundred microgran;s per liter (500 µg/L);
(2) One milligram per liter (I mg/L) for antimony;
(3) Ten times the maximum conce'.'tration value reported for that pollutant in the pennit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Pennittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms and conditions of the NPDES permit or governing rules, regulations or laws, the Pennittee shall submit a report in such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of notification by the Division.
Section E. Facility Closure Requirements
The Pennittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered by this pennit. The Division may require specific measures during deactivation of the_ system to prevent
Version 6120/2003
I
I
I
I
I
I
I
I
I
m
D
D
D
I
I
I
I
I
I
I
I
NPDES Permit Requirements
Page 13 of 16
adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNCIPAL FACILITIES
Section A. Publicly Owned Treatment Works /POTWs)
All POT\Vs must provide adequate notice to the Director of the following:
1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to
section 301 or 306 of CWA if it were directly discharging those pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POTW.
Section B. Municipal Control of Pollutants from Industrial Users.
1.
2.
3.
4.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from
industries using the municipal system may be present in the Permittee's discharge. At such time as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
Under no circumstances ·shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21; .
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;
c. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW
resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which· will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C
(104°f) unless the Division, upon request of the POTW, approves alternate temperature limits;
f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a
quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the
Permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to
ensure compliance by the Permittee with all applicable effluent limitations. Such actions by the Permittee
may be necessary regarding some or all of the industries clischarging to the municipal system.
The Permittee shall require any industrial clischarges sending influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act Prior to accepting
wastewater from any significant industrial user, the Perrnittee shall either develop and submit to the
Version llt20/2003
NPDES Perm.it Requirements
Page 14 of 16
Division a Pretreatment Program for approval per ISA NCAC 2H .0907(a) or modify an existing Pretreatment Program per ISA NCAC 2H .0907(b).
5. This pennit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program as required under Section 402(b)(8) of the Clean Water Act and implementing regulations or by the requirements of the approved State pretreatment program, as appropriate.
Section C. Pretreatment Programs
Under authority of sections 307(b) and (c) and 402(b)(8) of the Clean Water Act and implementing regulations 40 CFR Part 403, North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H .0900, and in accordance with the approved pretreatment program, all provisions and regulations contained and referenced in the Pretreatment Program Submittal are an enforceable part of this perm.it.
The Pennittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the Clean Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15A NCAC 2H .0900, and the iegal authorities, policies, procedures, and financial provisions contained in its pretreatment program submission and Division approved modifications there of. Such operation shall include but is not limited to the implementation of the following conditions and requirements:
1. Sewer Use Ordinance (SUO)
2.
3.
4.
5.
The Pennittee shall maintain adequate legal authority to implement its approved pretreatment program.
Industrial Waste Survey QWS)
The Permittee shall update its Industrial Waste Survey (1WS) to include all users of the sewer collection system at least once every five years.
Monitoring Plan
The Permittee shall implement a Division approved Monitoring Plan for the collection of facility specific data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Part II, Section D, and Section E.S.).
Headworks Analysis (HWA) and Local Limits
The Pennittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five ·years, and as required by the Division. Within 180 days of the effective date of this permit (or any subsequent perm.it modification) the Permittee shall submit to the Division a written technical evaluation of the need to revise local limits ~.e., an updated HWA or documentation of why one is not needed) [40 CFR 122.42]. The Permittee shall develop, in accordance with 40 CFR 403.S(c) and 15A NCAC 2H-.0909, specific Local Limits to implement the prohibitions listed in 40 CFR 403.S(a) and (b) and 15A NCAC 2H .0909.
Industrial User Pretreatment Permits QUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, perm.its for operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special conditions, and compliance schedules as necessary for the installation of treatment and control technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The Permittee shall maintain a current Allocation Table (AT) which summarizes the results of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits (1UP). Permitted !UP loadings for each parameter cannot exceed the treatment capacity of the POTW as determined by the HWA.
Version 6120/2003
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
g
I
D
I
I
I
I
I
I
6. Authorization to Construct (A to C)
NPDES Permit Requirements
Page 15 of16
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial users for the construction or modification of any pretreatment facility. Prior to the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Permit (IUP) limitations.
7. PO1W Inspection & Monitoring of their SIUs
The Perrnittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. The Pennittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit-
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
once per calendar ye~;
8. SIU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division approved pretreatment program, the i:1dustry's pretreatment permit,
or in 15A NCAC 2H .0908.
9. Enforcement Response Plan (ERP)
The P~rmittee _shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H .0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Reports ·tpAR) .
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under lSA NCAC 2H .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatment activities over the previous twelve months to the Division at the
following address:
NC DENR / DWQ / Pretreatment Unit
1617 Mail Service Center
Raleigh, NC . 27699-1617
These reports s_hall be submitted according to a schedule established by the Director and shall contain the
following:
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
Users (SIUs) in Significant Non-Compliance (SNC);
b.) Pretreatment Program Summazy (}'PS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non-Compliance Report (SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by. the Division;
~ d.) Industrial Data Summazy Fonns ODSF)
Version 61.101.W03
NPDES Permit Requirements
Page 16 of 16
Monitoring data from samples collected by both the POTW and the Significant Industrial User (SIU). These analytical results must be reported on Industrial Data Summary Forms (IDSF) or other specific format approved by the Division;
e.) Other Information
11. Public Notice
Copies of the PO1Ws allocation table, new or modified enforcement compliance schedules,
public notice of SIUs in SNC, and any other information, upon request, which in the
opinion of the Director is needed to determine compliance with the pretreatment
implementation requirements of this permit;
The Permittee shall publish annually a list of Significant Industrial Users (S!Us) that were in Significant Non-Compliance (SNC) as defined in the Permittee's Division approved Sewer Use Ordinance with applicable pretreatment requirements and standards during the previous twelve month period. This list shall be published within four months of the applicable twelve-month period.
12. Record Keeping
I
I
I
I
. The Permittee shall retain for a minimum of three years records of monitoring activities and results, along 1 with support information including general records, water quality records, and records of industrial impact on thePOTW.
13.
14.
Funclinv and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its approved pretreatment program.
Moclification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW monitoring of ·,heir Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a permit modification and shall be governed by 15 NC\C 2H .0114 and !SA NCAC 2H .0907 ..
Version 6/20/2003
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ATTACHMENT B
DOT Encroachment Agreement
I
I
I
H
D
I
I
I
I
I
I
I
I
I
I
I
I
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GoV£RNOR
COUNTY: WAKE
March 28, 2006
SUllJECT: Revision to Encroachment Permit# ESl-40-05-0403
SR 1728
Nonh Carolina State University
P.O. Box 7201
Raleigh, N.C. 27695
Dear Sir or Madam,
L YNDO TIPPETT
SECRETARY
The subject encroachment agreement is hereby revised in accordance with the following
provisions and/01· plans for the following:
Two additional shallow (est.SO') 4-inch extraction wells (total often);
Five double cased, deep (est. I IO') 4-inch extraction wells;
· · · Five 2-inch piezometers sefto 40 fee·t below the water' table.··
All other plans and provisions previously approved sliall still be in effect.
Should you have any question, please contact Reid Elmore [phone].
Sincerely,
--~~
Cc/2_A. futtl~Whitley, IV, P.E,,/ r' District Engineer
ABW/cah
cc: Mr. Jon G. Nance,P.E.,Division Engineer
Mr. John Williamson, Manager, Right of Way Branch
MAILING ADDRESS;
NC OEPIIRTMeNT Q,-TR,AN$PORr11noN
DOH Ol6TR.ICT1
1575 MA.Ji,. SE~VlC!i CEtlTER
RALEIGH NC 27899-1575
TELEPHONE: [phone]
FAX; 919-71~577a
WEBSIT.I;; ~.DOH.DOT.STATE.NC.US
LOCATION:
4009 DISTRICT ORIVE
RALEIGH NC 27507
I
I
I
D
D
I
I
I
' I
I
I
I
I
I
I
I
I
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Mr. Tom Hunter
North Carolina State University
Box 7201
Raleigh, North Carolina 27695
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
April 17, 2006
Subject: Recovery Well Construction Permit
No.# WR 0500108
Super Fund Site# 85490
SR 1728 Wade Avepue
Raleigh, North Carolina
Wake County
Dear Mr. Hunter
Alan W. Klimek, P.E. Director
Division of Water Quality
R£CE.'fV£o
APR 2 4 lOOB
In accordance with the application received on April 11, 2006 we are forwarding herewith Well
Construction Penni! No.# WR0500108 April 17, 2006 issued for the construction of a recovery well system.
This Permit will be effective from the date of its issuance and shall be subject to the conditions and
limitations as specified therein. Please note the addition of stipulation #3 to the permit enclosed.
SJZ/JWG
Enclosure
cc: Aquifer Protection Files
Wake County Health Department
Susan-Ee Johnson:•:P>E:v
Marshall-Miller & Associates
5825 Triangle Drive, Raleigh NC 27617
Sincerely, ~--__ _
~mmerman, L.G.
Environmental Regional Supervisor
Raleigh Regional Office
N]\'i\liCarojina
.;V11/11r11l//f ---------------------------------
Aquifer Protection Section
Raleigh Regional Office
Internet: www ncwaterguality.org
1628 Mail Service Center
Location: 3800 BarrCtt Dr.
Raleigh, NC 27699-1628 Phone [phone]
Raleigh, NC 27609 Fax [phone]
An Equal Opportunity/Affirmative Action Employer -50% Recycied/10% Post Consumer Paper
Customer Service
\-877-623-6748
I
I
I
n
D
I
E
I
I
I
I
I
I
I
I
I
I
I
April 11, 2006
Mr. Jay Zimmerman
North Carolina Department of Environment and Natural Resources
3 800 Barrett Drive
Raleigh, North Carolina 27609
Re: Request to Amend Well Construction Permit No. WM0500547
And New Application for Recovery Well Permit
WadeAvenue (SRI 728)
North Carolina State University-Lot 86 Site
Raleigh, Wake County, North Carolina
MM&A Project No. C30104
Dear Mr. Zimmerman:
On behalf of North Carolina Sate University (NCSU), Marshall Miller & Associates, Inc.
(MM&A) is submitting this request to obtain the appropriate well construction permits for
installation of the ground water remediation system at the above referenced site. This includes a
request to amend Well Construction Permit No. WM0500547 for installation of five 2-inch
piezometers and an application for installation of ten additional shallow ( est. 80') 4-inch extraction
wells and five double cased, deep ( est. 11 O') 4-inch extraction wells.
The well installation is being performed as part of a groundwater remediation project under the
oversight of Mr. David Mattison, Environmental Engineer, Superfund Section, Division of Waste
Management, NCDENR (919-508-8466). The groundwater remediation project, at the direction
of EPA, is under an accelerated construction schedule.
All appropriate documentation is provided in the attachments to this letter, including the Right of
Encroachment Agreement between NCSU and NCDOT, the amended agreement, and the signed
Well construction Permit applications. Please call the undersigned at [phone] in order to
discuss the enclosed information should you have further questions and to discuss how we may help
in the expeditious approval of these permits.
5825 Triangle Drive/ Raleigh. NC 27617 / Tel [phone] / Fax [phone]
Web Site -http://www.mmal.com e E.,maiI -1·a![e-mail] I Branch Offices In Bluefield, VA/ Richmond, VA/ Charleston, WV/ Madisonville, KY/ Lexington. KY/ Harrlsburgh. PA/ Kingsport. TN/ Kansas City, KS/ Shreveport, LA
I
I
I
m
0
I
•
I
I
I
I
I
I
I
I
I
I
April 11, 2006
Mr. Jay Zimmerman
North Carolina Department of Environment and Natural Resources
3800 Barrett Drive
Raleigh, North Carolina 27609
Re: Request to Amend Well Constrnction Permit No. WM050054 7
And New Application for Recovery Well Pem1it
Wade Avenue (SR 1728)
North Carolina State University-Lot 86 Site
Raleigh, Wake County, North Carolina
MM&A Project No. C30104
Dear Mr. Zimmennan:
On behalf of North Carolina Sate University (NCSU), Marshall Miller & Associates, Inc.
(MM&A) is submitting this request to obtain the appropriate well construction pennits for
installation of the ground water remediation system at the above referenced site. This includes a
request to amend Well Constrnction Permit No. WM050054 7 for installation of five 2-inch
piezometers and an application for installation often additional shallow (est. 80') 4-inch extraction
wells and five double cased, deep (est. 110') 4-inch extraction wells.
The well installation is being perfonned as part of a groundwater remediation project under the
oversight of Mr. David Mattison, Environmental Engineer, Superfund Section, Division of Waste
Management, NCDENR (919-508-8466). The groundwater remediation project, at the direction
of EPA, is under an accelerated construction schedule.
All appropriate documentation is provided in the attachments to this letter, including the Right of
Encroachment Agreement between NCSU and NCDOT, the amended agreement, and the signed
Well construction Permit applications. Please call the undersii,'11ed at [phone] in order to
discuss the enclosed information should you have further questions and to discuss how we may help
in the expeditious approval of these permits.
5825 Triangle Drive/ Raleigh. NC 27617 / Tel [phone] / Fax [phone]
I Web Site -http://www.mmal.com • E-mail [e-mail]
Branch Offices in Bluefield, VA/ Richmond, VA/ Charleston, WV/ Madisonville, KY/ Lexington, KY/ Horrisburgh, PA/ Kingsport, TN/ Kansas City, KS/ Shreveport, LA.
I
I
I
a
D
D
I
I
I
I
I
I
I
I
I
I
Mr. Jay Zimmerman
April 11, 2006
Page 2 of2
Respectfully Submitted,
MARSHALL MILLER & ASSOCIATES, INC.
~ 7 ~
Susan E. Johnson. P.E.
Assistant Vice President/Branch Manager
Enclosures
cc: Tom Hunter, NCS U
-IIIIIIIIU&'E:3J~f f
I
I
NORTH CAROLINA DEPARTMENT OF' ENVIRONMENT & NATURAL RESOURCES
DIVISION OF WATER QUALllY -GROUNDWATER SECTION
APPLICATION FOR PERMIT TO CONSTRUCT A RECOVERY WELL SYSTEM
I Date: _M_a_r_ch_l_7 _____ , rn_20_0_6_
(Please Type or Print Clearly)
County Wake --------------
I
I
D
1.
In accordance with the provisions of Article 7, Chapter 87, General Statutes of North Carolina and regulations pursuant
thereto, application ,s hereby made for a permit to construct recovery wells.
Name of Applicant North Carolina State University
Applicant's Mailing Address: Box 7201, Raleigh, NC 27695
(Telephone: __ 9_1_9_-_5_1_5_-7_9_1_5 __ _
. . NC Department of Transportation 2. Name of Property Owner (11 different from Well Owner): _________________________ _
Owner's Mailing Address: 1575 Mail Service Center, Raleigh, NC 27699
3. Contact Person: R an Ames-Consultant (Telephone: [phone]
I 4. Location of Property: Along Wade Ave. East (SR1728) between the Blue Ridge Road and Edwards Mill Road interchanges.
I) 5. Reason for Recovery Well(s): Environmental remediation
I) (ex: groundwater contamination, remediation, etc.)
6. Type of facility or site for which a recovery well is needed: Superfund site--Lot 86 (Incident 85490)
I 7.
{ex: existing nondischarge facility, waste disposal site, landfill, underground storage lank, etc.)
Type of contamination being recovered (if applicable): Ground water impacted with hazardous waste.
I 8. Are any existing monitor wells associated with the proposed recovery well(s)?_~e"'s'----If yes, how many? __ 5_3 __ _
Monitoring Well Construction Permit No. WM0500547
I 9. Distance to a known waste or pollutlon source: adjacent feet
10. Are any water supply wells localed less than 500 feet from the proposed recovery wells? No
I 11. Well Contractor: _t_o_be_d_e_t_e_r_m_in_e_d __________ _
If yes, give distance: n/a feet
I 12. Well Contractor Certification #: to be determined
13. Well Contractor's Address: -'-t---o_b-'-e'--'d-'e-'t---e ___ rm ___ i ___ · n---e'-'d ___________________________ _
I RECOVERY WELL INFORMATION
I 1. Total Number of Wells to be constructed:
No. completed in bedrock? 5
I No. completed in unconsolidated sediments?
Completed in unconsolidated material? I 2. Estimated depth of well(s): 80/110 feet
15
10
FOR OFFICE USE ONLY
PERMITTED ACTIVITY
U.S.T. LEAK DETECTION
_ GROUNDWATER QUALITY STANDARDS
VIOLATIONS SUSPECTED FROM UNPERMITTED
ACTIVITIES
_ NOTICE OF NON-COMPLIANCE AT
UNPERMITTED FACILITIES
PERMIT NO. ___ ISSUED _____ 19
INCIDENT# I 2A. Estimated screen interval (Feet below land surface) 15 ' /9o' to
3. Will gravel or sand packs be used?: __ y_e_s ___ ; If yes, for what interval:
80'/110'
__ 1_3_/_B a __ ft. to __ B 0_/_1_1_0 __ ft.
I GW-22R (3/2000) (Continued on reverse)
I
I
I
I
4. Type of casing used: Stainless steel (steel outer CSG for deep wells)
(ex: PVC, stainless steel, galvanized steel, etc.)
5. Diameter of casing: __ 4 ___ inches
6. Thickness of casing:_0_· _23_7 ___ inches
7. How will the well(s) be secured? Locking cap/bolted vault
8. Estimated pumping rate: _o _. s'----'-1--'. o~_ Gp M
9. Estimated beginning construction date: __ A_p_r_i_1 _2_0_0_6 _______ _ I 10. Estimated completion date: __ Ma_Y_2_00_6 ____________ _
I
I
D
I
I
I
I
I
I
I
I
I
ADDITIONAL INFORMATION (REQUIRED INFORMATION]
(APPLICATION CANNOT BE PROCESSED WITHOUT THIS INFORMATION)
1. ATTACH A SITE MAP SHOWING THE LOCATIONS OF THE FOLLOWING:
1 -PROPOSED RECOVERY WELL(S)
2 -ALL EXISTING MONITORING AND RECOVERY WELLS OR TEST BORINGS WITH THE PROPERTY
BOUNDARY
3 -ALL WATER SUPPLY WELLS WITHIN 500 FEET OF THE WASTE SOURCES
4 -AT LEAST TWO REFERENCE POINTS (NUMBERED ROADS, INTERSECTIONS, STREAMS, ETC.)
2. PROVIDE A WELL CONSTRUCTION DIAGRAM OF EACH WELL SHOWING DIAMETER, ESTIMATED DEPTH, SCREEN
INTERVALS, SAND/GRAVEL PACKS, TYPE OF CASING MATERIAL, CASING WALL THICKNESS, WELL HEAD
COMPLETION DETAILS, ETC.)
The Applicant hereby agrees the proposed well(s) will be constructed in accordance with
approved specifications and conditions of the Well Construction Permit as regulated under the Well
Construction Standards (Title 15A North Carolina Administrative Code, Subchapter 2C) and accepts
full responsibility for compliance with these rules.
Signature of Applicant or Agent
Title (if applicable)
If the property is owned by someone other than the applicant, the property owner hereby
consents to allow the applicant to construct recovery wells as outlined in this application and that
it shall be the responsibility of the applicant to ensure that these recovery wells conform to the Well
Construction S, ndards (Title 15A North Carolina Administrative Code, Subchapter 2C).
Signal re of Property Owner (if different from applicant)
I
n
D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
C30104
NORTH CAROLINA STATE UNIVERSITY
WAKE COUNTY
RALEIGH WEST
0
NCSU LOT 86 SITE, RALEIGH, NORTH CAROLINA
USGS 7.5 MINUTE RALEIGH WEST, NC QUADRANGLE
2,000' 0 2,000' -----
SCALE 1 :24, 000
01/2005 VICINITY MAP
FIGURE 1
' '
I
I
I
I
NORTH CAROLINA
QUADRANGLE LOCATION
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
MW-13
MW-130 -4-
-4-
LOCATION OF TREATMENT SYSTEM COMPONENTS
EXISTING NORTHING EASTING BENCHMARK : BM#1 747683.00 2083749.59
BM#2 747911.73 2083900.10
EASTING
2083758.99
2083699.25
PROPOSED
BUILDING NORTHING EASTING
CORNER
"" 747661.80 2083821.21
NE 747644.49 2083782.94
SE 747637.20 2083832.34
"" 747619.69 2063794.07
PROPOSED
EXTRACTION NORTHING EASTING
WELL ID
DRW-A 748059.88 2063570.57
DRW-8 748068.30 2083635.98
DRW-C 748059.41 2083714.84
DRW-0 748071.19 2083788.98
RW-1 748062.47 2083587.96
RW-2 748066.50 2083669.29
RW-4 748012.90 2083854.19
RW-5 748032.93 2083909.87
RW-6 747991.12 2083951.80
RW-7 748014.57 2084012.29
RW-a 747976.22 2084051.01
RW-9 747952.06 2083771.79
RW-11 747947.40 208Jm.OJ
RW12 747913.31 2083850.34
RW13 747862.60 2083693.:ZS
1"""tt I "
~
I \\
I
\
\
\
I .
I \ W-13 \
I I •, I
FENCE~J M'M '-t+MW ....._ __ \ -38
----
MW-42 ro
4
/
EXTRACTION HEADER CONSISTS
OF COMMON GROUND WATER
DISCHARGE COLLECTION LINE,
POWER DISTRIBUTION CONDUIT,
ANO SIGNAL CONDUIT •
BOUNDARY OF
/STABILIZED MATERIAL
~-'f:"<-DISCHARGE
MW-340R~
MW-34SR~
I.......___ TD STI_l!)ft .... ON PRACTICE
I.
MW-13
MN-130 41.3
4
I
I
I
I
/
/
APPROX. UM\ TS Of
OiLOR M CONTAMINATl
IN DEEP GROUND WATER
0 p.1
_,
I
-'-
" ◄O' EXTR CTION H AO REMOVE ~GETA
/ Q,fl.OROfORM
-1S0-CONCENTRA TION
IN DEEP AQUIFER
DEEP AQUIFER RECOVERY WELL OETAIL
LOW LEVEL RADIOACTIVE
WASTE (LLRW) DISPOSAL ARE A
MW.J2 4
CE flELO UGHT TOwER
·-sc.w< • I T I-• aL
-r----.J
I ' ' ·,.
I ·-. ,_
' • I I -.•..
!_
-EH-
RW•J ~
RW 0
/' \
\_ /
OW 0
eO •
•
\.A.A_,
\..A.A.;
LEGEND
EXTRACTION HEADER
EXISTING SHALLOW EXTRACTION WELL
PROPOSED SHALLOW EXTRACTION WELL
ESTIMATED 50' RADIUS OF INFLUENCE
PROPOSED DEEP EXTRACTION WELL
PROPOSED PtEZOMETER
D.O.T. BENCH MARK
ELEVATION (MSL) FT
BENCH MARK
MONITORING WEll
EXISTING CHAIN LINK FENCE
WITH BARBED WIRE
EXISTING TREE LINE
PROPOSED TREE LINE
"' GRASSY .A.REA
OLP LIGHT POLE
---STORM CRAIN
- -• --UNDERGROUND ELECTRIC
• ' !l f • 1 • ..
~ • l c• •. l . ;
~j h ~ t !l 00 . ' .c. = ! • "'
FIGURE NUMBER
C-102
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
INSTALL VAULT Z' ABOVE GRADE
AND SLOPE GROUND SURFACE
TO DRAIN
BENTONITE SEAL
'Z ABOVE TO -Z BELOW
BEDROCK INTERFACE
4" 0 STAINLESS
STEEL WELL SCREEN
(10' TO 30' BELOW BEDROCK INTERFACE
APPROXIMATELY 90'-110' BGS)
3'x3'x2' CONCRETE VAULT WITH LOCKING WATER TIGHT HATCH
JUNCTION BOX/LOCAL DISCONNECT/CONTROL PANEL
(BY OTHERS)
WIRING CONDUIT(S) (BY OTHERS)
COLLECTION HEADER
(18" BGS MIN.) (BY OTHERS)
VAULT DRAIN
6" MIN. GRAVEL BEDDING
FILTER FABRIC
CEMENT GROUT
(TOC TO -Z ABOVE BEDROCK SURFACE)
4" 0 PVC RISER
(TOC TO 80' BGS OR 1 O' INTO BEDROCK)
SUBMERSIBLE WELL PUMP
SET TOP OF PUMP @ EL 380'
(BY OTHERS)
OUTER STEEL CASING
:;.;JI"-----TOP OF BEDROCK
BOTTOM OF WELL@ 110' BGS
OR 30' BELOW BEDROCK
INTERFACE, WHICHEVER IS FIRST
NOTTO SCALE
WELL CONSTRUCTION SCHEMATIC -DEEP EXTRACTION WELL
NORTH CAROLINA STATE UNIVERSITY
LOT 86, WADE AVENUE EXTENSION I 111----~RA-LE_I_G_H_, w_A_K_E_c_o_u_N_TY_,_N_O_R_T~H_C_A_R_O_L_IN_A_~--~~
PROJECT NO FIGURE NO DATE DRAWN BY FILE
C30104 DW 03/2006 WLG DW.dwg 1 ~=~=~==~=~=~====~
••
I
I
I
I
I
I
I
I
I
I
I
I
0
u
I
Cl WELL VAULT
INST ALL 2" ABOVE
GRADE
LOCKING
WELL CAP
BENTONITE SEAL
(9' TO 12' BGS)
2" 0 WELL SCREEN
(15'TO 80' BGS)
--'
' -'
. --·•
;;. --'.' ~ --'• .· -'
: :-1
' -'
! :: ;
~ := i.
--'
18" SQUARE CONCRETE
SLOPE TO DRAIN
CEMENT GROUT
(TOC TO 9' BGS)
2" 0 PVC RISER
(TOC TO 15' BGS)
SAND PACK
(12' TO 80' BGS)
BOTTOM OF WELL @ 40'
BELOW WATER TABLE
WELL CONSTRUCTION SCHEMATIC-PIEZOMETER
NORTH CAROLINA STATE UNIVERSITY
LOT 86, WADE AVENUE EXTENSION
RALEIGH, WAKE COUNTY, NORTH CAROLINA
PROJECT NO
C30104
FIGURE NO
PZ
DATE
03/2006
DRAWN BY
WLG
FILE
PZ.dwg
NOTTO SCALE
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
INST ALL VAULT 2" ABOVE GRADE
AND SLOPE GROUND SURFACE
TO DRAIN
BENTONITE SEAL
(9' TO 12' BGS)
4" 0 STAINLESS
STEEL WELL SCREEN
(15' TO 80' BGS)
-' -·, -.
i --!
3'x3'x2' CONCRETE VAULT WITH LOCKING WATER TIGHT HATCH
JUNCTION BOX/LOCAL DISCONNECT/CONTROL PANEL
(BY OTHERS)
WIRING CONDUIT($ (BY OTHERS)
COLLECTION HEADER
(18" BGS MIN.) (BY OTHERS)
VAULT DRAIN
6" MIN. GRAVEL BEDDING
FILTER FABRIC
CEMENT GROUT
(TOC TO 9' BGS)
4" 0 PVC RISER
(TOC TO 15' BGS)
SAND PACK
(12'TO 80' BGS)
SUBMERSIBLE WELL PUMP
SET TOP OF PUMP @ EL 370'
(BY OTHERS)
BOTTOM OF WELL@ 80' BGS OR
AUGER REFUSAL, WHICHEVER IS FIRST NOT TO SCALE
WELL CONSTRUCTION SCHEMATIC -SHALLOW EXTRACTION WELL
NORTH CAROLINA STATE UNIVERSITY 11111 LOT 86, WADE AVENUE EXTENSION
RALEIGH, WAKE COUNTY, NORTH CAROLINA
PROJECT NO FIGURE NO DATE DRAWN BY
C30104 SW 03/2006 WLG
FILE
SW.dwg
I
I
I
I
I
I
I
I
I
March 21, 2006
Mr. Reid Elmore
North Carolina Department of Transportation
Division of Highways
1575 Mail Service Center
Raleigh, North Carolina 27699-1575
4009 District Drive
Raleigh, Nmih Carolina 27607
Re: Request to Amend Right of Way Encroachment Agreement
Wade Avenue (SRI 728)
Encroachment Contract E5 l-40-05-0403
Nmih Carolina State University-Lot 86 Site
Raleigh, Wake County, North Carolina
MM&A Project No. C30104
I Dear Mr. Elmore:
On behalf of North Carolina Sate University (NCSU), Marshall Miller & Associates, Inc.
I (MM&A) is submitting this request to amend the referenced Encroachment Contract, dated July
11, 2005. The original contract granted NCSU access to install eight ground water extraction
I
I
I
I
I
I
I
wells and associated ground water pump and treat system components for remediation of ground
water impact from the referenced site. The final design of the remediation system determined
that additional permanent wells and structures, some of which are proposed for NCDOT right of
way property, would be needed to satisfy the requirements of the North Carolina Department of
Environment and Natural Resources, Division of Waste Management (NCDENR-DWM) and the
United State Environmental Protection Agency (EPA). Following are the additional components
that we are requesting to be added to the original agreement:
• Two additional shallow (est. 80') 4-inch extraction wells (total of 10);
• Five double cased, deep (est. 110') 4-inch extraction wells;
• Five 2-inch piezometers set to 40 feet below the water table.
The extraction wells and piezometers will be installed using a truck mounted drill rig operated by
a North Carolina-Certified Well Driller. The deep extraction wells will be double cased with the
5825 Triangle Drive / Raleigh, NC 27617 /Tel [phone] / Fax 919.786, 1418
B Web Site -http://www.mma1.com • E-mail [e-mail]
Branch Offices In Bluefield, VA /Richmond, VA /Charleston, WV /Modisonv!lle, KY /Lexington, KY /Horrlsburgh, PA /Kingsport, TN /Kansas City, KS /Shreveport, LA
I
I
I
I
Mr. Reid Elmore
March 2 I, 2006
Page 2 of2
outer steel casing set into the top of bedrock at approximately 80 feet bgs. The top of the well
casings will be recessed below grade. The extraction well vaults and eight-inch bolted manholes
for the piezometers will be installed flush to the ground surface. The presence of these structures
will not obstruct grass mowing, traffic, etc. All wells will be locked to prevent unauthorized
access. All applicable North Carolina well construction regulations will be followed during the
installation of the wells. The location of the proposed extraction wells, piezometers and other I components are depicted in the attached figure. Detailed schematics are provided for each of the
well types and the electrical vault.
I
I
I
I
I
I
I
I
I
I
I
g
With your concurrence, the Amended Encroachment Contract will be included with the
documents to be submitted to NCDENR for amending Well Construction Permit No.
WMO500547 for installation of the five piezometers and with the Application for Pcnnit to
Construct a Recovery Well System for installation of the extraction wells. The permit application
needs to be signed by an NCDOT representative, following your approval of the Encroachment
Contract Amendment. Receipt of the signed agreement and well application form will be
considered as your authorization to install the proposed monitoring wells on your property. A self
addressed stamped envelope is provided for your convenience.
MM&A will notify you at least three (3) days prior to the installation of the borings and
monitoring well. North Carolina State University will need access to the prope1ty to maintain
the monitoring well and extraction well network until such time as the wells are no longer
necessary for environmental studies required by the state or federal government.
Please call me at [phone] in order to discuss the enclosed information should you have
further questions.
Respectfully,
MARSHALL MlLLER & ASSOCIATES, INC.
Senior Scientist
Enclosures
cc: Tom Hunter, NCSU
-lllllllaJ~;.,, :f
I
I
I
I
I
I
I
I
I
I
I
I
B
R
u
I
I
I
Ff LE COPY
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GoVERNOR
County: \Voke
Subject: Cncroachment Contract
July 11, 2005
Gro11ndwn1er Pump and Treat Syslem Components
SR 1728
ES l-40-05-0403
North Carolfoa State University
P. 0. Box 7201
Raleigh, Ne 27695
Dear Sir or Madam,
LYNDOTIPPE1T
SECRE'TARY
Attached for your files is a copy of Right of Way Encroaclunent Agreement, which has been properly
executed. Th.is contract covers the following: ·
Groundwater Pump and Treat System ComponenL,
This encroachment is approved subject to the S~dard and Special Provisions which are attached to and
made a pa.J.t of the Encroaclunent Contract.
I
s~_-
Brando~
for J. G. Nance, PE, Division Engineer·
JGN/BHJ/cah
cc: Mr. John Williamson. Manager, Right of Way Braneh (w/orig.)
Mr. Brandau H. Jones, PE. District Engineer (w/copy)/
Attachment
ES l-40-05-0403 2612 N. Duke Street, DurhalJl, North Carolina 27704
I ROUTE
I • ', Wade Avenue East-
SR 1728
STATE OF NORTH CAROLINA PROJEcw,o_T 86 Sito COUNTY OF _w_a_k_•-~~-------,-l~-cc'' 1-____,........~~---,--~=~--++H
DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT
-AND-FOR NON-UTILITY ENCROACHMENTS ON JLJN 2 4 2005 PRIMARY AND SECONDARY HIGHWAYS I North Carolina State University --~-Box 7201 Raleigh, NC 27695
I) THIS AGR. EEMENT, made and entered Into this tho ~ day of ~, 20 o_s __ , by and between the Oepartm8nt II of Transportation, party of the first part·, and North Caronna State University ·
· · party of the second part,
I WITNESSETH
R( TI;AT WHEREAS, the party of tho second part desires to encroach on tho right of way of the public road designated as
Routo(s) Wado Avonue Easl-State Route 1728 , located adiacent to !he Unlverslty's Loi 86 site I wtt~ tho construction and/or erection of: . 8 pormanent oxtracUon wells associated with the groundwater remedialion system at tho University's LOT 86 Site as discussed in tho attached scope of work'and depicted In the attached drawings
I_:.,_ WHEREAS, it is to the material advant~ge of the party of the second part to effect this encroachment, and the party of tho first'part in the exercise of authority conferred upon It by statuto, Is willing to permit the :mcroachment within lhe limits of the right of way as indicated, subject to the conditions of .this agreement;
I NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to 1he party of the second ,art the right and privilege to make this encroachment as Shown on attached plan sheet(s), specifications and · ;pecial provlsions·whlch are made a part hereof upon the following conditions, t~ wit: ·
That !ho sa!d party of tho socond part binds nnd obligates hlmsolr to Install and maintain lho oncroachlng facility In such safe I end propor condlllon that it wUI not Interfere with or endanger.travel upon said highway, lior obstruct nor lnterfcro with tho proper malntenanco thereat. to reimburse lho party of the first part for lho cosl Incurred for any repairs or maintenance to Its roadways · -and structuros nocesssry due lo the Installation and existence of the facilltlos of tho party of the second part, and if at any time '\ .. tho party 01 tho first part shall roquiro lho removal of or changes In the local Ion of tho said fac!lttl~s. that the said party or tho second part binds hlmsolf, his successors and assigns, to promptly removo or alter tho said facilities, In order to conform to tho I_, said requlremonl, without any cost to tho party of th.o first p.art . ..,,,~·
~!~ That the party of !ho second part ngroos lo provldo during construction Md any subsequent maintenance proper signs, s!gnaf fights, flagmen and olhor warning dovlcos for tho proloctlon of traffic in conformance with tho lfltest Manual on l)n!lorm Traffic Control Devices for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules and
I
I
g
I
regulatlons may be obtalnod from tho DMslon Engineer of Iha party of tho first part
That tho party of lho second part hereby agroos to lndomnlfy and save harmless tho party of the first part from all damages end clalms for damago that may arlso by reason ol the Installation and maintenance of this oncroachmont.
II is clearly understood by the party ol lhe second part that tho party of Iha first part will assume no rosponsib!lity for any damage that may bo caused to such laclll!les, within the highway rights ol way limits, tn carrying out Its construction and mafntonanco operations.
That tho party of tho second part agroes to restore an areas disturbed during lnstal!allon and maintenance to the salislaction oflho Division Enginoor of the party ot the first part. Tho party or tho second part agroes to exercise ovary roasonablo procaution during construction and maintenance to prevonl eroding of sell; silllng or pollullon of rivers, streams, lakes, reservoirs, other water lmpoundmonts, ground sur1accs or other property; or pollution of the air. There shall be compliance with appl!cable rules and regulations ol the North Carolfna Division of Environment.al Management, North Carolina ~edlmentatlon Control Comrhlsslon, and wtth ordinances and regulations of various counties, munlclpalllles and other orflclal ogonclos tclatlng to pollut!on provonUon and control. When ony lnstallatfon or maintenance operation disturbs tho ground nurfaco and oXlstlng ground cover, tho party ol lho socond part agrees to remove and replace the sod or otherwlso reestabllsh the grass covor to m~el the satisfaction of tho Divl:ilon Engineer of lho party of the llrsl part.
That the pnrty of tho second part agrees to assume· tho actual cost of any lnspecUon. of !ho work considered to be necessary by the OJvfslon Engineer of tho party of tho first part.
That tho party of 1ho soconCI part agroos to have avallablo at tho oncroachlng site, at air times dut1ng consfniction, a copy or' this agreement showing evidence of approval by the party of the llrst p_art. The party of the nrsl part reseNes the right to stop all work unless evidence of approval can be shown.
Provided tho work contained in this agreement Is being porformod on a completed highway open to traffic; the party of the second part agrees to give written noUco lo tho Division Engineer of the party of the first part when all worl< contained heroin has · been completed. Unless spec!flcally roqtJested by tho party of the first part, written notice of comptet!on of work on highway projects ~ndor construction wm not be required.
That In tho case of noncompliance wl1h the terms of this agreement by tho party of Iha second part, the party of the first part r8sorvos tho right to slop ell work until the facility has been brought Into compllanca.or removed from tho right of way at no cost to tho party ol the first part.
That lt Is agreed by bo\h parties that this agreement_sha!! becomo void If actual construction of Iha work contemplated herein ls not bogun within one(~) year from the date of authorization by the party of tho first part unless written waiver Is secured by the party ol lhe second part lrom the party of the first part.
:>RM AN/ 16.1A (January, 1981)
!Division ol Highway~
i Dist. 1 -Div. 5 I
I f:;/W (lo\A) ~P•;Jy of the Second Part certifies that this agreement is true and accurate copy of theform
R/W (161A) Incorporating all revisions to t'4,· · . . ®
IJ IN WITNESS WHEREOF, each of the palmls' to this agreement has caused the sama·to be executed tho day and I year first above written.
DE.PARTMENT OF~N /j/) .
I BY: 7/4 P #~ I /:M:5
" Asst. Managerof Right of Way r {A),~ .
I ATTESY/R WITNESS: -
. ~~~ c:::J.e
I ~-~ North Carolina State University
Second Party·
Vice Chancellor Finance&.
Busine · .. ,.
I
I
I
I
u
I
I
I
I
I
INSTRUCTIONS
When the applicant is a corporation or a municipality, lhis agreement must have the corporate seal and
be attested by the corporation secretary or by the empowered city official, unless a waiver of corporate
seal and attestation by the secretary or by the empowered City official is on fil_e in the Raleigh office of
the Manager of Right of Way. In the space provided in this agreement for execution, the name of the
corporation or municipality shall be typed above the name, and title of all persons signing tile agreemenl
should be typed directly below their signature. ·
When the applicant is not a corporation, then his signature must be witnessed by one person. The
address should be included in this agreement and the names of all persons signing the agreement
should be typed directly below their signaturo.
This agreement must be accompanied; in the form of an attachment, by plans or draw!ngs showing the
following .applicable information:
1. All roadways and ramps.
2. Right of way·llnes and where applicable, the control of access lines._
3. Location of the proposed enCfoachment.
4. Length and type of encroachment.
5. Location by highway survey station number. If station number cannot be obtained, location
should be shown by distance from some identifiable point; such as a bridge, road,
Intersection, etc. (To assist in preparation of the encroachment plan, the Department's
roadway plans may be seen at the various Highway Division Offices, or at ~he Raleigh
office.)
6. Drainage structures or bridges if affected by encroachment.
7. Typ!cal section Indicating the pavement design and width, and the slopes, widths and
details for either a curb and gutter or a shoulder and ditch section, whichever is applicable.
8. Horizontal alignment Indicating general curve data, where applicable.
9. Vertlcat aligninent Indicated by percent grade, P .I. station and vertical curve length, where
applicable.
10. Amount of material to be removed and/or placed on NC DOT right of way, if applicable.
11. Cross-sections of a!I grading operations, indicating slope ratio and reference by station
where applicable.
· 12. All Pertinent drainage structures proposed. Include all hydraulic data, pipe sizes, structure
details and other related·information.
13. Erosion and sediment control.
14. Any special provisjons or specifications as t_o the performance of th~ work or the.method of
c0nstruction that ma·y be required by Ule Department must be sh0wn on a separate.sheet
attached to encroachment agreement provided that such information cannot be shown on
plans or drawings.
15. The Department's Division _Engineer should be given notice by the applicant prior to actual
.starting of installation included in this agreement.
16. Method of handling traffic during construction where applicable.
17.· · Scale of plans, north arrow, etc.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
m
I
3'x3'x2' CONCRETE VAULT. LOCKING WATER TIGHT HATCH:
JUNCTION BOX/LOCAL DISCONNECT/CONTROL PANEL
ifli··, :i<'ij
..
BENTONITE SEAL
(9' T0'12' SGS)
· 1 ...
4" 0 STAINLESS
STEEL WELL SCREEN
(15' TO 80' SGS)
LEVEL SWITCH
. (PUMP ON)
LEVEL SWITCH
(PUMP OFF)
-WIRING CONDUIT{S)
L COLLECTION HEADER
(18" SGS MIN.)
,,_. ,,_ r,,_,,,',,
2'
j
VAULT DRAIN
6" MIN. GRAVEL BEDDING
FILTER FABRIC
i CEMENT GROUT
(TOG TO 9' BGS)
.
'~-' ~ 4" 0 STAINLESS STEEL RISER
(TOG TO 15' SGS) ' --; ' --: :-t . ~-'
~f
) :: j
I ::
'
SAND PACK
(12' TO 80' SGS)
LEVEL SWITCH ~'
{ALARM) '
-SUBMERSIBLE WELL PUMP
--BOTTOM OF HOLE 80' BGS
~j WELL CONSTRUCTION SCHEMATIC
1JJ. NORTH CAROLINA sr ATE UNIVERSITY
\~-LOT 86, WADE AVENUE EXTENSION
I RALEIGH, WAKE COUNTY, NORTH CAROLINA
PROJECT NO F1GURE NO I DATE . DRAWN BY FILE
C:30104 2 '. 06/2005 BPN CSULot.88-Tres!m~LdWg
NOTTO SCALE
llii
g ____________ _
I
I
, ' I• .. NORTH CAROLINA
· avmoNMENTAL MANAGEMENT C~4JSSION DEPART~ OF ENVIRONMENT, HEALTH, & J:i....AJRAL RESOURCES APPLICATION FOR PERMIT TO CONSTRUCTA MONITORING WELL SYSTEM
(Please Type or Print Clearly) I Jate: _J_u_n_e_2 _________ _ 20 05 County Wake --------
In accordance with the provisions of Article 7, Chapter 87, General Statutes of North Carolina and regulatlons pursuant thereto, I application is hereby made for a permtt to monitoring wells.
I. Name of Applicant: _North Carolina State University (Telephone: . [phone] ) I Applicant's Mailing Address: _Bo_x_7_20_1_, _Ra_le_ig~h_, _NC_27_6_95 __ ~-----------------
!. Name of Property Owner (if different from Well Owner):. NC Dept. of Transportation .-c-~~c-==-~=----------------~-1 · Owner's Mailing Address: 1575 Mail Service Center, Raleigh, NC 2769-1575
l. ,Contact Person:._ Aaron Freeman (felephone: 877.786.1414.
IL Location of Property: Along Wade Ave East (SR 1728) between the interchanges of Blue Ridge Rd and Edwards Mill Rd
i.Jleason for Monitoring Well (s): Groundwate.r Pump and Treat System components
(ex: nondischarge pennit requirements, suspected contamination, environmental assessment, etc.)
lv'!irype of facility or site for which the monitoring well (s) is needed: Superfund Site-University's Lot 86 Site • I . ~· ,, ..... L j
(ex: nondischarge facility, waste disposal site, landfill, underground storage tank, etc.)
I'. Type of contamination being monitored (if applicable): Hazardous Chemical Waste and Low Level Radioactive Waste
. · (ex: nutrients, organic, heavy metals, etc.) · .
I
49 I. Are any existing recovery wells associated with the monitoring wells? Yes · If yes, how many? I · · · Recovery Well Construction Permit No. _N_A _____ _
1. Distance to a known waste or pollution source: Adjacent Feet
10. ;Are any water supply wells located less than 500 feet from the proposed monitoring wells? -. N_o __ .,,.L•~•..:~j __
. · . . . . . If yes, give distance: Feet
1 iWell Driller: To be detemnined .I • •
egistration II. NIA ---------------3. Drille~s Address: N/A .,n'
· · I PROPOSED MONITORING WELL CONSTRUCTION INFORMATION I. Total Number of Wells to be constructed: 8 ; (A) Number to be completed in bedrock?
8 : (8) Number to be completed in unconsolidated material?
•. Estimated depth of well(s): 80 Feet·
:_ Gravel or 5and pack interval (if appropriate) (1·}· From 3 feet To 80
•. Type of casing used: PVC -----,-----------
feet
0:. \ I (ex: PVC, stainless steel, galvanized steel, etc.)
~.Diameter of casing: 2.0 to 6.0 Inches
I (Continued
m
FOR OFFICE USE ONLY
PERMITTED ACTIVITY
U.S.T. LEAK DETECTION
0
GROUNDWATER QUALITY STANDARDS.
VIOLATIONS SUSPECTED FROM UNPERMITTED
ACTIVITIES
NOTICE OF NON-COMPLIANCE AT
UNPERMITTED FACILITIES
PERMIT NO., __ ISSUED ___ 19_. _
INCIDENT# ______ ~_ '------------.----------
I ). 1tlckness of casing: SCH4o Inches •
r. How will the well (s) be~ Locking cap or 8" bolting manhole I I 1. Estimated beginning construction date: September 2005
1
('Estimated completion date: __ S_e_p_te_m_b_e_r_2_o_o5 _________ _
!\.DDITIONAL INFORMATION
I
I
ATTACH A SITE MAP SHOWING THE LOCATIONS OF THE FOLLOWING:
1. PROPOSED MONITORING WELL(S)
2. ALL EXISTING MONITORING AND RECOVERY WELLS OR TEST BORINGS WITH THE PROPERTY BOUNDARY
3. ALL WATER SUPPLY WELLS WITHIN 500 FEET OF THE WASTE SOURCES
4. AT LEAST TWO REFERENCE POINTS (NUMBERED ROADS, INTERSECTIONS, STREAMS, ETC.) 1. :PROVIDE A WELL CONSTRUCTION DIAGRAM OF EACH WELL SHOWING DIAMTER, ESTIMATED DEPTH, SCREEN INTERVALS, . · SAND/GRAVEL PACKS, TYPE OF CASING MATERIAL, CASING WALL THICKNESSES, WELL HEAD COMPLETION DETAILS, ETC . ••
I
I
~Q.:
R
u
I
I
The Applicant hereby agrees the proposed well(s) will be constructed in accordance with approved specifications and conditions of the Well Construction Permit as regulated under the Well Construction Standards {Title 15A North Carolina Administrative Code, Subchapter 2C) and accepts full responsibility for compliance of these rules.
Signature of Applicant or Agent Charles D. Leffler
TIU,~ (If applicable)·· Vice Chancellor Finance & Business
If the property is owned by someone other than the applicant, the property owner hereby consents to allow the applicant to construct monitoring wells as outlined in this application and that it shall be the responsibility of the applicant to ensure that these monitoring wells conform fo the Well Construction Standards (Title 15A North Carolina Administrative Code, Subchapter 2C).
Signature of Property Owner (if different from applicant)
I
I
I
I
I
I
I
I
D
R
I
•
I
I
I
I
I
I
N.PT Encroachment Request
· NCSULot 86
June 2, 2005
Basis for Encroachment Request
North Carolina State University (NCSU) is requesting a controlled access encroachment
into the right-of-way bordering the south side of Wade Avenue (State Route 1728) in
Raleigh, North Carolina. TI1e purpose of the encroachment is to accommodate activities
associated with the Pump-and-Treat Remediation System installation for groundwater
treatment. The relative location of the Site is displayed on Figure 1.
Activities Planned for the Right-of-Way
As part of the activities on the North Carolina Department of Transportation's (NCDOT)
right-of-way (ROW); the University will be conducting the following tasks as depicted in
Figure 2.
• Extraction or Recovery Well Installation: Eight recovery or extraction wells will be
installed in the vicinity of existing monitoring wells identified as MW-17, MW-P;
MW-16, MW-11, and MW-40. The six-inch permanent wells will also be installed to
a depth of approximately eighty feet using PVC material and stainless steel screening.
NCSULot86/NCDOT-EncroachrnentRcquestdoc 1
I
I
I ~ I
'
--l!!l!!!!!I !!!!!!I
LEGEND
_, @ D1m-llJ l!XTRACTIOI. ""°-l -o -=:,po=~~
( ' UThP.= SJ' AADIJS cP ffU.&CI!.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
g
I
I
• Encroachment Special Provisions
I. Changes noted in red on the plans shall be incorporated into and made part of the approved
2: No lane of traffic shaH be closed or restricted between the hours of 6:00 AM to 9:00 AM and 4:00 PM io 7:00 PM Monday through Friday. Traffic shall be maintained at all times. Any violation of these hours will resu.lt in termination of the encroachment agreement and liquidated damages in the amount of$2,000.00 per hour or any portion there of will be accessed by the District Engineers Office.
The encroaching party shall coniply with all applicable state and federal environmental
regulations, and shall obtain all necessary state and federal environmental permits, including but not limited to, those related to sediment control, stonnwater, wetland, streams, e·ndangered species, and historical sites.
4. Any existing driveways, curb and gutter or drainage structures that are damaged during construction shall be repaired to their original condition.
5. Removal of Guardrail and/or Control of Access Fence will not be pennitted for access to project site. Guardrail and /or Control-of Access Fence that is damaged during construction shall be repaired to their original condition. ·
6. The Encroacher shall notify the public and all adjacent property owners and businesses a minimum of 2 week prior to beginning work.
7. All costs for adjustments at the proposed wells due to resurfacing or other highway construction shall be thnesponsibility of the encroaching party.
8. This encroachment only covers the wells shown on the attached plan. Any additional wells at this location shall require an encroachment revision.
9. Well cap shall be flush mounted with the ground/pavement surface in areas within the clear recovery area and the routine mowing boundaries, with the frame and cover designed for HS 20
IO Any contaminated soils encountered in construction as spoil from the well installation shal1 be removed from the Right of Way prior to completion of the wells.
11 The proposed monitoring well shall be placed a minim nm of IO feet from the edge of the travel
12 After the monitoring well(s) has served its intended purpose, the encroaching party shall fill the well(s) in a manner approved by the Division of Environmental Management. Any above ground obstructions shall also be removed from the Right of Way.
13 It shall be tl1e responsibility of the Encroacher to determine the location of utilities within the encroaChment area prior to beginning work. The Encroacher shall be responsible for ·notifying other utility owners and providing protection and s·afeguards to prevent damage or intenuptioh to existing facilities and maintain accessibility to existing utilities. The encroacher shall be responsible for facilitating the relocation of all utilities mandated by the·project.
14 The encroacher is responsible for verifying all right of way. If the right of way was not obtained by tl1e fee simple method, it is the responsibility of the encroacher t6 obtain permission from the underlying property O\VIler/ O\VIlers.
15 No parking or material storage shall be allowed along the shoulders of any NCDOT roadways.
16 Ingress and egress shall be maintained to all businesses and dwellings at all times.
ES I-40-05-0403 Page2of5
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
H
17. All materials and workmanship shall conform to the N.C. Department of Transportation's Standards
and Specifications Manuals.
18. All traffic control must confonn to the latest edition of The Manual on Uniform Traffic Control
Devices and NCDOT Standards.
19. Any work requiring equipment or personnel within 5 feet of any travel lane shall require a full lane
closure with appropriate tapers.
20. Excavations adjacent to the roadway shall not be left open overnight.
21 Excavated material shall not be placed on the roadway at any.time.
22. The Encroacher shall grade and re-seed all disturbed areas according to NCDOT Standards.
ES I -40-05-0403 Page 3 ofS
l
I
I
I
I
I
I
I
I
I
I
I
a
I
I
n
I
2,
.• : Encroachment Standard Provisions
The pennittce shall notify all property owners within the project limits prior to beginning work
Work shall not be performed be performed on boU1 sides of the road simultaneously within the same
area.
3. An executed copy of this encroachment agreement will be present at the construction site at all times
during construction. NCDOT reserves the right to stop all work unless evidence of approval can be shown. ·
4. All materials and construction shall be in accordance with NCDOT standards anq specifications,
including but not limited to, the NCDOT Standard Specifications for Roads and Structures 2002, the NCDOT Roadway Standards Drawings, and NCDOT Policies and Procedures for Accommodating
Utilities on Highway Rights of Way,
5. The traveling public shall be warned of construction with complete and proper signing and traffic
control devices in accordance with the current Manual on Unifom1 Traffic Devices (JvfUTCD). No
work shall be performed in the Right of Way unless this requirement is satisfied. NCDOT reserves the right to require a written traffic Control plan for encroachment operations.
6. NCDOT does not guarantee the Right of Way on this road, nor will it be responsible for any claim
for damages brought by any property owner by reason of~e installation.
7. All Right of Way and easements necessary for construction and maintenance shall be dedicated to
NCDOT with proof of dedication furnished to the District Engineer prior to beginning work.
8. Two-way traffic shall be maintained at all times.
9. No lane closures shall be permitted between the hours of6:00 AM to 9:00 AM and 4:00 PM to 8:00
PM, Monday through Friday.
10. NCDOT reserves the right to further limit, restrict, or suspend operations within the Right of Way if, in the opinion pfNCDOT, safety or traffic conditions warrant such action.
11 The Traffic Services Supervisor shall be notified at [phone] in Durham prior to beginning
work on the Right of Way if there are exi_sting NCDOT signs, traffic signals, or signal equipment in or near the proposed work zone. Costs to relocate, replace, or repair NCDOT signs, signals, or associated equipment shall be the responsibility of the Encroacher.
12. All erosion control devices and measures shall be constructed, installed, maintained, and removed by the Encroacher in accordance with all applicable Federal, State, and Local laws, regulations,
ordinances, and policies. All earth areas shall be regraded and seeded in accordance with NCDOT
Standards Specifications for Roads and Structures 1995, Seeding rates per acre shall be the
following:
Year Round Mixture: 50# Pensacola Bahia Grass; 50# KY 31 Tall Fescue; 5# Centipede; 500# 10-
20-20 Fertilizer; 4000#. Limestone;
2: l Slopes Standard Mix: Use Year Round Mixture (Delete Centipede); Add 25# Sericea Lespedcza;
If Using Crown Vetch on 2: I Slope (September-May): Use Year Round Mixture; Add Crown Vetch
15 lbs/Ac.; (Delete Centipede and Bahia)
ES 1-40-05-0403 Page4 of5
I
I
I
I
I
I
I
I
I
I
R
I
I
I
I
I
I
13. When surf°'e area in excess of one acre will be disturbed, the Encroacher shall submit a Sediment
and Erosion Control Plan which has been approved by the appropriate regulatory agency or authority
prior to beginning any work on the Right of Way. Failure to provide this information shall be
grounds for suspension of operations.
14. Notify the District Engineer's Office at [phone], 4009 District Drive, Raleigh, North Carolina
27607, prior to beginning and after completion of work.
15, The District Engineer shall be notified in writing at 4009 District Drive, Raleigh, North Carolina
27607, upo~ completion of work associated with this agreement.
I 6. It shall be the responsibility of the Encroacher to detennine the location of other utilities within the
encroachment area. The Encroacher shall be responsible for notifying other utility ovmers and
providing proteCiion and safeguards to prevent damage or intermption t(? existing facilities and to
maintain accessibility to existing utilities .
. 7, At the end of each working day, equipment shall be parked a minimum of 30 feet from the edge of
any travel lane and be barricaded in order not to have any equipment obstruction within the clear
recovery zone.
18. Any drainage structure disturbed or damaged shall be replaced to its original condition at the
discretion of the District Engineer.
19. All earth areas disturbed shall be regraded and reseeded in accordance with Division of Highways
Standards and Specifications.
20. The applicant is responsible for identifying project impacts to waters of the United States (wetlands,
intennittent streams, perennial streams and ponds) located within the NCDOT right-of-way. The
discharge of dredged Or fill material into waters of the United States requires authorization from the
United States Army Corps of Engineers (USACE) and certification from the North Carolina Division
of Water Quality (NCDWQ), The applicant is required to obtain pertinent permits or certification
. from these regulatory agencies if construction of the project impacts waters of the United States
within the NCDOT right-of-way, Additional information can be obtained by contacting the USACE
orNCDWQ.
21. The applicant is responsible for avoiding impacts to federally protected species during project
construction. Bald eagle, MichaUX's sumac, smooth coneflower, dwarfwedgemussel, harperella, red-
cockaded woodpecker and tar spinymussel are federally protected species that have been identified
within NCDOT right-of-way in Durham, Person, Granville, Wake, Franklin, Vance, and Warren
counties. Additional information can be obtained by contacting the North Carolina Natural Heritage
Program or the United States Fish and Wildlife Services.
22. The applicant is responsible for complying wit!, the Neuse and Tar-Pamlico Riparian Buffer Rule as
regulated by the NCDWQ. The Rule regulates activity within a 50-foot buffer along perennial
streams, intermittent streams and ponds. Additional information can be obtained by contacting the
NCDWQ.
ES I -40-05-0403 Page 5 of 5
I
I
I
I
I
I
I
I
I
I
I
n
I
I
I
I
June 20, 2005
Mr. Reid Elmore
North Carolina Department of Transportation
Division of Highways
1575 Mail Service Center
Raleigh, North Carolina 27699-1575
4009 District Drive
Raleigh, North Carolina 27607
Re: Right of Way Encroachment Agreement
North Carolina State University-Lot 86
Raleigh, Wake County, North Carolina
MM&A Project No. C30104
Dear Mr. Elmore:
This correspondence is submitted to you by Marshall Miller & Associates, Inc. (MM&A). MM&A has been contracted by North Carolina State University (NCSU) to provide continued environmental assessment at the above referenced location (site). An impact by hazardous chemical waste materials to the groundwater has been confirmed at the site, and due to environmental policies enforced by the North Carolina Department of Environment and Natural Resources, Division of Waste Management (NCDENR-DWM) and the United State Environmental Protection Agency (EPA), additional assessment of the areas surrounding the site has been requested. In order for us to complete the environmental activities, we respectfully request access to enter the right of way along SR 1728 (Wade Avenue East) adjacent to the University's Lot 86 site, for the installation of eight permanent groundwater extraction wells associated with a groundwater pump and treat system.
The location of the wells is depicted in the attached figure. The permanent monitoring wells will be linstalled using a truck mounted drill rig and will be installed flush to .the ground surface, and will lnot obstruct grass mowing, traffic, etc. The depth of the well should be no greater than 80 feet. The !only visible sign of the well will be an eight-inch bolting manhole and concrete pad, which will lprotect the well head so the well can be used for monitoring in the future. All wells will be locked Ito prevent access from those not authorized to do so. All applicable North Carolina well
!construction regulations will be followed during the installation of the well.
Attached are a Right-of-Way Encroachment Agreement and an Application to Construct a Monitoring Well System. Submittal of the application lo the NCDENR-DWM is required before I iinstallation of the monitoring well can proceed. The application needs to be signed by both parties
1jnvolved before it can be approved. Please sign the enclosed agreement and application in the ]appropriate places and return one completed copy to me in the enclosed ·self0addressed envelope so_ [we can forward it to the NCDENR-DWM for approval. Also, please forward one original
:/;t1(J\t 5825 Triangle Drive / Raleigh. NC 27617 /Tel [phone] / Fox 919.786.1418 I Web Site -http://www.mma1.com • E-mail [e-mail]
Branch Offlc~s In Bluefield, VA/ Richmond, VA/ Charleston, WV/ Madisonville. KY/ Lexington, KY/ Horrlsburgh, PA/ Kingsport, TN/ Kansas City, KS/ Shreveport ,lA
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
B
I
I
completed agreement and the monitoring well construction application lo NCSU, Facilities
Planning & Design Office, Attn: Thomas Hunter, Jr., Campus Box 7216, Raleigh, NC 27695-7216,
for their records.
Receipt of the signed agreement and well application form will be considered as your autho1ization
to install the proposed monitoring wells on your prope1ty. I will provide you with a final approved
copy for your files. MM&A will notify you at least three (3) days prior to the installation of the
borings and monitoring well. Nmth Carolina State University will need access to the property to
maintain and sample the monitoring wells until such time as the wells are no longer necessary for
environmental studies required by the state or federal government.
Please call me at [phone] in order to discuss the enclosed information should you have
fu1ther questions.
Respectfully,
MARSHALL MILLER & ASSOCIATES, INC.
/j, ,---~ u/'¼.,..,,i.,,-r ~-
Aaron Freeman
Project Scientist
Attachments
-lllllaJMiE3);.\ff
I
I
I
I
I
I
I
I
I
'I
I
I
I
I
I
I
I
I
I
ATTACHMENT C
Flood Plain Map
51:.-tf J * mma andria a's Bud ... , ~ ~eel Items -OU •.. 1 @) North Carolila Floo. '' 1 l@:'.l http://149.168.1~~ =-w ~ -Pait =1 J ~ "I ~ ti j Adcress Ge O v~ 10:55 AM Legend DFIRMGRID OFIU.4A~ ! • EJevaoon D.:11.a Grid ~·· • Annotation Points j'/ DFIRM Label Leadet Lines I ✓ Bc1se Rood EleVcltion {Symbol) # NHS Interstates # NC SeoOndary Roads ~ Raill'oads Roads j'/ Rivers and Straams Flood Hclzard 100,PT flacxfuJ • No BFE:s (At 100,, fkul. v~ z.cm CV a VEt 100)" ~ Flmcf1'! 4AO a At! I ~ Flocxfng ◄Xa ~X► ·-10'.lyr Fiocmta • ttas BFE's 4AEI ,. 10'.lyr Fla:diV:q 4.oE.FW> --Municipal Boundary Coast.al Sounds W:tes , .. County Boundaries Aerial PhOtography
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ATTACHMENT D
System Curve Calculation and Well Pump Catalog Data
-IIIIIIIIU M:E3l ~if
--- - - - - ---
North Carolina State University -
Extraction header system curve
Input Values:
130 -1000 (maximum)
-inch Area= 0.349066 sf
2 inch Area= 0.021817 sf
380 Estimated pumping well water surface elevation
460 Estimated maximum water surface in equalization tank
80
1
2
4
6
8
10
12
14
16
18
20
22
24
2
3.51
1 0.00
2 0.00
4 0.00
6 0.00
8 0.00
10 0.00
12 0.00
14 0.00
16 0.00
18 0.00
20 0.00
22 0.00
24 0.00
0.04
0.16
0.57
1.21
2.07
3.12
4.37
5.82
7.45
9.26
11.25
13.42
15.77
0.006
0.013
0.026
0.038
0.051
0.064
0.077
0.089
0.102
0.115
0.128
0.140
0.153
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.102
0.204
0.409
0.613
0.817
1.021
1.226
1.430
1.634
1.838
2.043
2.247
2.451
-
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
---- -
Proposed Pump Information
Grudfos Redi-Flo3, 1ORedi-Flo-3-100 ·
Discharge Pump Head
(gpm) (feet)
0
2
4
6
8
10
12
14
0.000
0.001
0.003
0.006
0.010
0.016
0.023
0.032
0.041
0.052
0.065
0.078
0.093
123
126
126
123
118
100
79
45
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.001
0.001
0.001
0.001
0.002
0.009
0.020
0.036
0.057
0.082
0.111
0.146
0.184
0.227
0.275
0.327
80.000
80.000
80.000
80.000
80.000
80.000
80.000
80.000
80.000
80.000
80.000
80.000
80.000
-
80.0
80.2
80.6
81.2
82.1
83.2
84.5
85.9
87.6
89.4
91.5
93.7
96.1
- -
- - - - - - ---- -------- -
Minor Losses
Suction Piping Discharge Piping (1)
Fitting Size Number K factor Total K Fitting Size Number K factor Total K
1/4 Bend 0 0.9 0 Plug Valve 1 0.89 0.89
1/8 Bend 0 0 Check Valve 1 1.5 1.5
Tee -run to branch 0 0 Tee -run to branch 0 0
Tee -branch to run 0 0 1/4 Bends 4 0.28 1.12
Plug Valve 0 0.83 0 Enlarger 0 0.47 0
Tee -thru fiow 0 0 Tee -thru flow 0 0
6" x 4" Reducer 0 0
Orifice Loss 0 2.0 2.0 K1d1 3.51
Ke 2
- - - - - - - - - ----- -·-- - -
~ .,
ni
140.0
120.0
100.0
~ 80.0 -0
!!:.
1J " " :i:: 60.0 -
]i
0 I-
40.0
20.0
0.0
0 5
NCSU Groundwater Extraction Pumping System
10 15
Flow (gpm)
20 25
-System Curve
-10Redi-Flo3-100
30
I
I
I
1:
I
I
,' I:,
I:
I'
I
I,,·· ' .
'' -·.
I': --
1
I
I
I>
"'
i .
· l: i
Redi-Flo3™ and CU 300
Environmental Pumps
60Hz
I
I
I
I,
I
I
I
I
IC_';
: \"~',.'..' ·., ..
. ,· ...
1'
I
I
1---
1, (;
1:
I
I
I.
1
Table of Contents
Features and Benefits ..................................... pages 4-5
Applications ............................................. pages 6-7
Communications ........................................ pages 8-12
Performance and Technical Data .......................... pages 13-17
Accessories .............................................. page 18
-----------------------------------------
CRUNDFos·~ 3
I
I
I
I
I
I
I
I
I-
I
I
I
I_
I 4
Features and Benefits
Redi-Flo3 Submersible Pumps
Redi-Flo3 pumps are suitable for both continuous and
intermittent operation for a variety of environmental
applications including:
Remediation
Pollution Recovery
Leachate Recovery
Dewatering
Tank Applications
Redi-Flo3 pumps offer the following features:
Dry-Run Protection
High Efficiency Pump End and Motor
High Starting Torque
Protection Against Up-Thrust
Soft-Start
Over-and Under-Voltage Protection
Overload Protection
Over-temperature Protection
Variable Speed
Electronic Control and Communication
Redi-Flo3 pumps incorporate a totally new motor
design. With the use of permanent-magnet technology
within the motor, Redi-Flo3 pumps deliver unmatched
performance. The combination of permanent-magnet
motors and Grundfos' own micro frequency converter,
we are now able to communicate with the pump in ways
never before possible. Just a few of the features that
come out of this combination are constant level control,
s0ft-start and integrated dry-run protection. These are
just a few of the many features that Redi-Flo3 pumps
can offer.
Redi-Flo3 pumps use the Grundfos "Smart Motor".
This permanent-magnet motor is single phase input
and with a 2-wire design makes installation easy. The
combination of integrated microelectronics in the pump
with the optional CU300 status box and R100 at the
surface allows communication with the pump through
standard electrical motor power leads. No additional
wires are required. This feature allows the direct use of
multiple sensors, digital input and relays without adding
extra control electronics and costs.
The surface CU300 status box allows communication
with the "Smart Motor" through the R 100 infrared
remote control unit or via the CU300 PC Software
Tool. This gives you the ability to monitor and setup
or change your pumping system to meet the specific
needs of your application.
CRUNDFOS'~
The Redi-Flo3 can operate without the status control
box much like a traditional submersible electric pump.
Some communication and program functions will not
be available in this configuration, but the internal motor
protection features are still active.
Pump and Motor Range
Product Description
Redi-Flo3 10, 22, GPM
Pump End
MSE3NE Single Phase
Motor 113-1.5 Hp
Dry-Run Protection
The Redi-Flo3 incorporates integrated Dry-Run protection.
When the fluid level falls below the inlet of the pump,
the pump automatically shuts off. After a programmable
period of time, the pump automatically starts up again.
High Motor Efficiency
Redi-Flo3 motors are based on a permanent magnet
rotor, which produce high efficiency within a wide
load range. The high and flat efficiency curve of the
Permanent-Magnet (PM) motor allows for coverage of
a wide power range with the same motor as compared
to conventional submersible AC motors. For Redi-Flo3
pumps, this means only three motors to cover the
horsepower range from 1 /3 to 1.SHp.
(%)
70
65
60
55
50
45
I
···· IMS3-
200 250 300 350 400 450 500 550 600 (W)
High Pump Efficiency
The pump end components are made from Polyvinylidene
Fluoride (PVDF). The pumps are designed to deliver at
peak efficiency levels. Because of high pump efficiencies,
overall power consumption will be reduced.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Wear Resistance
Redi-Flo3 pump design uses "floating" impellers. Each
impeller has its own tungsten carbide/ceramic bearing.
This design and the environmental quality of materials
make this pump an excellent choice for environmental
application projects.
Protection Against Up-Thrust
During start-up many pumps start in an up-thrust
condition. To prevent damage caused by up-thrust, a top
bearing has been placed in the motor to protect both
the pump and the motor against up-thrust.
Soft-Start
Redi-Flo3 have a soft-start feature possible because
of the integrated electronics. Soft-start reduces the
starting current and gives the pump a smooth and
steady acceleration.
High Starting Torque
Because of the permanent-magnet motor, the Redi-
Flo3 pumps have excellent starting capabilities. The
high locked rotor torque produced by the PM motor
provides a starting torque that is 1.5 times greater than
conventional submersible pump motors. Even if the
voltage is low, the PM motor will still maintain a high
siarting torque.
Amps
DOL
Solt start
sec.
2
Features and Benefits
Overvoltage and Undervoltage Protection
Overvoltage and undervoltage may occur at any time,
especially if you have an unstable voltage supply. The
integrated protection in the Redi-Flo3 motor protects itself
when voltage falls outside of permissible voltage range.
The 230V pump motor will cut out if voltage falls below
150V or above 280V. The motor will automatically start
when the voltage is within the permissible range. lt is not
necessary to have additional voltage protection.
Overload Protection
When the pump load rises above the maximum amp level,
the motor will autorflatically compensate and reduce the
speed to maintain its maximum amp level. If the speed
drops to 65% of the nominal speed, the motor will shut
off.
Overtemperature Protection
Permanent-magnet motors emit very little heat because of
their high efficiency. Redi-Flo3 motors are designed with
an internal circulation system to effectively cool all the
internal components.
As extra protection, the electronic unit also has a built-
in temperature sensor. When the temperature rises too
high, the motor will automatically shut-off; when the
temperature drops the motor will automatically restart.
Variable Speed
The Redi-Flo3 "Smart" motor enables continuous variable
speed control within 30%-100% (3,000-10,700 rpm). The
pump can be set to operate at any duty point in the range
between 30% and 100% of the pumps pertormance cu Ne.
The pump can be adapted to any specific requirement.
The variable speed control requires the status box and A100
or potentiometer.
Installation
Redi-Flo3 pumps can be installed vertically or horizontally
(Note: the pump must not fall below the horizontal level in
relation to the motor). For horizontal installations, a flow
sleeve is recommended to ensure sufficient flow past the
motor to provide proper cooling and prevent the unit from
being buried in sand or silt.
GRUNDFOS"~ 5
1·
I
:1
.-
I
I
I
I
I
I
I
1--·
1-:
I
I
I
I
I
I 6
Applications
Remediation/Pollution Recovery/Dewatering
Connection of a sensor such as a submersible pressure sensor enables the pump via the status control box to
maintain a constant level by starting and stopping the pump based on a desired water level.
Maintaining a Constant Water Table
Introduction
By monitoring the water table and controlling the pump,
the water table can be maintained at a constant level.
EXAMPLES OF APPLICATION:
For example maintaining a constant water table is
useful in the following situations:
• When the groundwater should be kept out of a
building site.
• When the salt water should be kept from penetrating
a borehole with potable water.
■
Description
Pas. Description
1 CU300
2 Level sensor
CRUNDFOS'~
Remedial Pumping with Water
Quality Monitoring
Introduction
By means of sensor signals it is possible to carry
out remedial pumping where the water contains
contamination e.g. chemicals, oils, etc.
"'f °'"'· . . ••rn
Warning
0
2
Description
Pos. Description
1 CU300
2 pH sensor
Detects the water quality
3 Level sensor
I
I
I
I
I
I
I
•••••
I
I
I
I
I
I
I
I
I
I
Applications
Pumping from One Tank to Another
Where there is a need to move water from one tank to another, the Redi-Flo3 is ideal.
Description
Pos.
1
2
3
Max. (stop)
Min. (start)
2
Description
CU300
Level sensor
Water tank
NOTE: When the Redi-Flo3 pump is installed
horizontally, it is recommended that a flow sleeve be
fitted. The motor must be fully submerged in the water.
3
ill ;:;
I
Sensor 1 (tank at top)
Level Description
Max. (stop) When the water has reached this level,
the pump stops. Green indicator light in
on/off-button flashes.
Min. (start) When the water has dropped to this level,
the pump starts. Green indicator light in
on/off-button is constantly lit.
Sensor 2 (bottom tank)
Level Description
Min. (stop) When water has dropped to this level,
tank is empty, stop pump.
GRUNDFOS"~ 7
••
I
I
I
••••••
I
I .....
I
1---·
I
I
I-
I
I
I
1:
I __
I 8
Status Control Box Communication
Redi-Flo3 CU300 Status Box
The CU300 status box is a control and communication
unit especially developed for the Redi-Flo3 submersible
pumps.
The CU300 status box provides:
Easy adjustment to a specific well
Full control of Redi-Flo3 pumps
Two-way communication with the Redi-Flo3 pumps
Indicator lights on the front to indicate alarms
The ability to start and stop the pump with the push
of a button.
The CU300 communicates with the pump using the
power leads. It is not necessary to run any extra cables
between the pump and the CU300 status box .
The following alarms can be indicated by the CU300:_.
No Contact
Overvoltage
Undervoltage
Dry-run
Speed Reduction
Overtemperature
Overload
Sensor Alarm
The CU300 incorporates:
External signal input for three sensors
relay output for external alarm control
Control according to the signals received, e.g. flow,
pressure, water level and conductivity
The CU300 can communicate with the R100 infrared
remote control or R100 PC software tool.
R100 Remote Control or PC Software Tool
The R 100 allows you to monitor the installation by
reading current operating parameters, such as:
Power Consumption
Energy Consumption
Number of Operating Hours
It allows you to change factory settings. A number of
settings can be made, such as:
Speed (Pertormance)
Constant Pressure Control Mode
De•watering Function
Automatic Restart Time
GRUNDFos·~
LED alarm
indication
•
Power supply en1ry
Drop cable entry
•
(Inches)
9.1
·= g~ s ·= g~o •= ·=
•
On/o!f-butlon with
read and g1een
indicator light
IR communication
Extra cable entries
\.... Prepared lor !uture
t1eldtJus connection
Sensor connection
4.5
•
I
I
I
I
I
I
I
1-
I
I
I
I
I
I
I
I
Multiple CU300 Installation Requirements
The CU300 Redi-Flo3 control panel communicates with
the Redi-Flo3 motors via the pump power cable to turn
the pumps on and off, set motor speed and monitor
pump status. The technique used for performing this
communication impresses a high frequency data signal
on the pump power cable that is picked off by internal
pump electronics and then decoded into command
instructions. This is the reason for assigning unique
numbers to each CU300 in a multiple unit installation.
The unique number serves as a communication address
between each CU panel/motor pair.
In situations where multiple CU300 pump power cables
are run parallel in wiring trays or conduit and less
than 10-12 inches apart, the possibility for undesired
communication between units exists. When this occurs,
intermittent or continuous NO CONTACT is typically seen.
Other unexpected errors may also be seen.
There are two approaches available to eliminating the
possibility of this occurring:
1. Physical separation of cables -maintain a
minimum distance of 10-12 inches between
pump power cables, and never place more than
one cable in a conduit.
2. Use shielded cable -The use of shielded cable
prevents cross communication between parallel
cables and allows sharing of conduit and cable
trays. Tie the cable shield to earth only at the CU
control panel.
Suitable cables:
Manf. Part# Gage
Anixter 2A-1403S 14
Anixter 2A-1203S 12
Anixter 2A-1003S 10
Anixter (1-800-321-1486)
In addition, Grundfos recommends applying power to
only one CU panel/motor at a time while programming
the CU number with the R 100. This will prevent the
possibility of two pumps receiving the same number
assignment command.
SHIELDED CABLE WIRING DIAGRAM
0
l 0 0 l 0 0 l r!-+¼r-~,l,0~' 1£
POWER I PUMP 10 ~ 0 I
PE lz oz l
,
DRA~IN_W_l-,-RE-++-t-1, ' I ,
I I
I I
! RELAY!
1o5o 1
lz oz I I I
I AUX I ! RELAY!
H
CRUNDFOS•~ 9
I
I RlOO Menu Structure
I
I O. General 2. Status
I
I
I
1······
F❖lltfM
I I 2.4
O"•I ,r,pul
ll!ililllll '°""" consurr,p110n
I flM ~
1 2.5
Jperallr.g hour, -I ~urr,b.r of scans
tlM
2.6
I I 27
1--
I
I 2.s
I 2.9
I
I
I
I 10 GRUNDFOS'~
3. Limits
I 3.1
::.<op.u-nsor 1 ~·=i:·
I 3_2
,rn,r,.i. •~nsor 1 ~:: =i:·
I 3.3
top, sensoi 2 i r
!::=[
I 3.6
\ol••nir,si. ur,sor ~
~:=1··
I 3.7
1.0.u,,m, 1•ns~• l
~: !!!![ ·
I 3.8
I 3.9
I 3.10
I 3.11 ~:~: l
3.12
4. Installation
I 4.1
I 4.2
1Automa1tc re,ian
1;::..-:1[
4.3
[~:::.[
j":4
s,,,
1~.=.[
I 4.5
□,,-nmrjr,g -· I 4.6
Or~-,unrmg
O<OltCl>C<l
1 ....... 1~
I 4.7
lmim:IISIII:
I 4.8
~•on on cu '300 n
I 1: ~
I 4.9
4.10
1:
I
I
I
I
I
I
I
I
I
I
I
I
I
I
R100 Menu Structure for the CU300
(ref. CU300 /&OJ
O. General
1. Operation
1.1 Set-point setting
1.2 Selection of operating mode
1.3 Alarm indication
2. Status
The indication of:
2.1 Actual operating mode
2.2 Actual and external set point
2.3 Actual motor temperature
2.4 Actual motor speed
2.5 Actual power input and accumulated motor
power consumption.
2.6 Accumulated number of operating hours and
accumulated number if starts.
2. 7 Actual values of sensors 1 and 2 respectively
2.8 Actual values of the digital input
2.9 Accumulated flow, and the power used to
pump 1 gal.
R100 allows you to make a number of settings:
3. Limits
The setting of:
3.1 Sensor 1
3.2 Min. and max. stop limit of sensor 1
3.3 Min. and max. warning limit of sensor 1
3.4 Min. and max. alarm limit of sensor 1
3.5 Sensor 2
3.6 Min. and max. stop limit of sensor 2
3.7 Min. and max. warning limit of sensor 2
3.8 Min. and max. alarm limit of sensor 2
3.9 Filling or emptying
3.1 0 Setting of the function of the digital sensor
connected to the digital input
3.11 The setting of the water quantity stop limit
and the setting of the sensor to detect water
quantity
3.12 The setting of the temperature warning limits of
the motor electronics
RlOO Menu Structure
4. Installation
4.1 Selection of controller
4.2 Setting of external set-point
4.3 Setting of automatic restart time
4.4 Allocation of individual start delays
4.5 Setting of the stop and run times for the
de-watering function
4.6 Setting of the value of the Dry-Run shutdown
4.7 Activating or deactivating the Dry-Run protection
4.8 Setting of the maximum motor speed
4.9 Activating or deactivating the on/off-button on the
cu 300
4.1 0 Allocation of number where more than one
CU300 is installed
C.RUNDFos·~ 11
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I 12
RlOO
Examples of R100 displays
Menu OPERATION
Se-tpaint ~ 0-
[@u\,j,j,,WI: ~ ~
n-iiili•ll®l-v
, .1
Set-point Setting
From the factory, the pump
is set to maximum speed,
10,700 rpm. R100 allows
you to reduce the pump
speed by changing the
setpoint. The speed can be
set from 3,000-10,700 rpm,
at 100 rpm intervals.
The unit of the set-point is automatically changed
according to the unit of the sensor connection to sensor
input no. 1 if closed loop.
EXAMPLE: Sensor input no. 1 is connected to a
pressure sensor using the unit feet (ft.) and the range 0
-200 (dependent on the actual sensor characteristics).
Therefore, the set-point of display 1.1 can be set to
between 0 -200 ft.
Menu STATUS
Example
2.4
The displays appearing
in this menu are status
displays only. You cannot
change settings in this
menu.
In display 2.4, the actual speed of the pump is shown.
GRUNDFOS"~
Accumulated Number of Operating Hours and
Number of Starts
Ope-ratinQ houis <>~ if ◄ Numbe1 of starts
0 0
The value of operating
hours and the number
of starts are values
accumulated from the
2.s time of installation and
they cannot be reset.
Both values are stored in the motor electronics, and
are kept even if the CU300 is replaced.
The number of operating hours is measured every
two minutes of continuous operation, but the display
value is updated every two hours.
Menu LIMITS
0 0
3.1
The Setting of Sensor 1
Depending on the type
of sensor, the following
settings can be made:
Sensor outputs:
(not active), 0-1 0V, 2-10V,
0-20mA, 4-20mA.
Setting range unit: M3/h,
m, %, gpm, ft.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Technical Data Redi-Flo3 10gpm
Model# HP Size Disch. Dimensions in Inches Approx.
Size
10Redi-Flo3-100 1/3A 3" 1 1/4" NPT
10Redi-Flo3-140 1/2A 3" 1 1/4" NPT
10Redi-Flo3-180 1/2B 3" 1 1/4" NPT
10Redi-Flo3-220 3/4B 3" 1 1/4" NPT
10Redi-Flo3-260 1C 3" 1 1/4" NPT
10Redi-Flo3-300 1C 3" 1 1/4" NPT
10Redi-Flo3-340 1 1/2C 3" 1 1/4" NPT
Note: Weights include pump ends with motors
;:::-w w ~
Cl "' w :c
500
400
I
I
L ' I
' i
llllliJ
A B
30.4 19.8
30.4 19.8
31.5 19.8
33.6 19.8
35.0 21.3
36.1 21.3
38.2 21.3
o~----------------~-~--'
0 2 4 6 8 10 12 14
CAPACITY (GPM)
Ship Wt.
C D E (pounds)
10.6 2.6 2.9 12
10.6 2.6 2.9 12
11.6 2.6 2.9 13
13.7 2.6 2.9 13
13.7 2.6 2.9 16
14.8 2.6 2.9 16
16.9 2.6 2.9 16
1 1/4" NP
C
A
◄-D-►
B
CRUNDFOS"~ 13
I
1-
I
I
I ---
I
I
I --
I
I
I
I
•-···
I
I
II
0
I
I 14
Technical Data Redi-Flo3
Model# HP Size Disch. Dimensions in Inches
Size
A 8 C D
22Redi-Flo3-40 1/3A 3" 1 1/2" NPT 30.4 19.8 10.6 2.6
22Redi-Flo3-80 1/2A 3" 1 1/2" NPT 30.4 19.8 10.6 2.6
22Redi-Flo3-110 1/28 3" 1 1/2" NPT 31.5 19.8 11.6 2.6
22Redi-Flo3-140 3/48 3" 1 1/2" NPT 33.6 19.8 13.7 2.6
22Redi-Flo3-180 1C 3" 1 1/2" NPT 38.2 21.3 16.9 2.6
22Redi-Flo3-210 1 1/2C 3" 1 1/2" NPT 38.2 21.3 16.9 2.6
Note: Weights include pump ends with motors
1 1/2" NPT
300 -L--__ ; _____ _L_ ----.----!----
, I
250
' i
_j ____ l_-----1---_ _,____________\-..-------"---1
C
j_
~ w ~
0 i5
200
I 150
IDl!I
100 ·-... Gill
0
0 4 8
GRUNDFOS'~
i
I
I ----,-
i
B
12 16 20 24 28 32
CAPACITY (GPM)
22gpm
Approx.
Ship Wt.
E (pounds)
2.9 12
2.9 12
2.9 13
2.9 13
2.9 16
2.9 16
A
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Redi-Flo3 Technical Specifications
MATERIAL SPECIFICATION -REDI-FL03 PUMP END
Pos. Component
1 Valve Casing
la Discharge Chamber
1d O-Ring
2 Valve Cone
3 Valve Seat
9b Top Chamber
4a Empty Chamber
6 Top Bearing
7 Neck Ring
7a Lock Ring
32 Guide Vanes
9c Bottom Chamber
13 Impeller w/ tungsten
carbide bearing
14 Suction lnterconnector
14a Ring
16 Shafi w/
coupling
18 Cable Guard
18a-b Cable Guard Screws
30 Pressure Equalization Cone
39 Valve Spring
55 Pump Sleeve
70 Valve Guide
64 Priming Screw
86 Lip Seal Ring
Material DINW.
Nr.
PVDF
Stainless Steel 1.4401
FPM Rubber
PVDF
FPM Rubber
PVDF
PVDF
FPM Rubber
PVDF
Stainless Steel 1.4401
PVDF
PVDF
PVDF
PVDF
Stainless Steel 1.4401
Stainless Steel 1.4401
Sintered Steel
Stainless Steel 1.4401
Stainless Steel 1.4401
PVDF
Stainless Steel 1.4406
Stainless Steel 1.4401
PVDF
PVDF
FPM Rubber
AISI
316
316
316
316
316
316
316LN
316
"~
,,_M
':~~" ,_
'
"-9 '·-0
I
I
I
I
I q-~ ..
I 0-~}.,
I «?-M
:~ I 1-•
-~//
CRUNDFOS"~ 15
I
I Redi-Flo3 Technical Specifications
I MATERIAL SPECIFICATION -REDI-FLO3 PUMP MOTOR
Pos. Component Material DINW. AISI
I Nr.
1 Stator Stainless Steel 1.4401 316
2 Rotor Stainless Steel 1.4401 316
I 2a Stop Ring pp
2b Filter Polyester
3 Thrust Bearing Carbon
I 5 Radial Bearing Ceramic/
tungsten carbide
I 20 Motor Cable Tefzel
w/ plug PVDF
22a Filling Plug FPM Rubber .-24 0-Ring FPM Rubber
24a 0-Ring FPM Rubber
25 Top Cover PPS
I 27 Filter Polyester
32 Shaft Seal FPM Rubber
Motor Liquid SML-2
I
I
I
1---
I
,J
1-..
I
I
I 16 GRUNDFOS"~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Supply Voltage:
Operation via Generator:
Starting Current:
Startin :
Run-u Time:
Motor Protection:
Power Factor:
Service Factor:
Motor Cable:
Motor Liquid:
H Values:
Liquid Temperature:
Redi-Flo3 Technical Data
· ELECTRIC
1 x200•240V +6%/· 10%, 50/60 Hz, PE
1x100·115V
As a minimum, the generator output
must bee ual to the motor P1 KW +10%
The motor starting current is equal to the
highest value stated on the motor nameplate
Soft•start
Maximum: 2 seconds
The motor is protected against:
Dry running, overvoltage, undervoltage,
overload, overtemperature
PF=1
0.33-0.50A[Hp]· 1.75 at 115V/230V
0.50·0.75B[Hp]•1.4 at 230V
1.0· 1.5C[Hp]· 1.15 at 230V
3 Wire,· Tefzel Cable Kit
Type SML 2
2·13
The temperature of the pumped liquid should
not exceed 1042F.
Note: If liquids with a viscosity higher than that of water are to be pumped,
please contact GRUNDFOS
Minimum Ambient Temperature:
Maximum Ambient Tern erature:
Frost Protection:
Motor Dimensions (MSE • NE 3):
0.33·0.50A[Hpj
0.50·0.75B[Hp)
1.0· 1.SC[Hp)
Pum Diameter, incl. cable uard:
Motor Weights (MSE • NE 3):
0.33·0.SOA[Hp]
0.50·0.75B[Hp]
1.0·1.SC H
Pump End Dimensions:
Pump Diameter:
Pump Diameter, incl. cable guard:
Pump End Dimensions (min. and max.):
10 Redi-Flo3
22 Redi-Flo3
Pump End Weights (min. and max.):
All
Well Diameter (minimum):
Installation Depth (maximum):
-4° F
+140°F
If the pump is to be stored after use, it must be stored
in a frost-free location or it must be ensured that the
motor liquid is frost-proof. Otherwise motor must be
stored without being filled with motor liquid.
20.9" length x 2.68" diameter
20.9" length x 2.68" diameter
22.3" length x 2.68~ diameter
2.91"
6.0 lbs
7.1 lbs
8.2 lb
2.68"
2.91"
10.6" to 16.9"
10.6" to 16.9"
2.2 lbs to 3.5 lbs
3"
500 feet, below static water level
GRUNDFOS"~ 17
I
••
I
I
I
I
1--·-
I
I
I
I
I
I-
I
I
I
I
I
I 18
Redi-Flo3 Accessories
CU300 Status Box ~
Description I Product no.
CU300 Status Box I 96422776
@ 0 ""'°""'' '"~ @
0 °''"""''' 0 0 ""'""''"'i' 0 "'''""""' 0 Ire•''""""'" □. 0 ,:,.,,,t<m•"''""
0 "'"'"'' 0 Smm,l"m
CUOUNUF0 ... 1/,
0 .
00 l'g ~
~~
R100 Remote Control
Description Product no.
The R100 is used for wireless infrared 625333
communication with the CU300
Potentiometer
Description n
External potentiometer with cabinet t~·r wall mounting.
Screened cables, 4~wire cable, max. length of cable: 1 00m
Redi-Flo3 -Flow Sleeve
I Description I Product no.
I Flow Sleeve Complete I 96037505
GRUNDFOS'~
CU 300 PC Tool Software cf-
Description
CU 300 PC Tool Software
Version
Grundfos potentiometer, SPP1
Enclosure class: IP 55
21.&"
Product no.
96432875
Product no.
655468
I
I
I
I
I
I
I
I
I ATTACHMENT E
Equalization Tank Sizing Calculations
-IIIIIIIEM:i!:3l~if
I
I
I
I
I
I
I
I
I
I
I
I
I
I
••
I
I
I
0 \:SJ Ec(Jl VJ:',
-~-.Sc-lr,1.,.__ ___ , --';,
I/ 0 L V M, I'::
/ov
500
/ODO
/!:JOO
L-000
5000
/ o o
1000
/50V
5'000
2_0CXJG,~l -l6'1
1, ,d'!'J•'/cr .
i/OLUl1f
FILL= ~.c
C ;V/1,v)
L/50
/0
/00
200
2 ooo 61~ L T/Jtv I() use
'fl ',C ~ 1! (8"~ .= so rr:"
'{
/SOO "¥11-L
'-YGI--C-T/M.E,
/
Vdl tJA1 E
za -6 -:::
37-
3 7-0
I 0
!; 0
/0 f)
IS-b
?.oo
3~CJ
SOtJ
,4.:-TJ 1/ E_ VOl,
1otv1L
Pl/"" f'
CYG<-E
Tll'.11.E
I
I
I
I
I
I
I
I
I A TTACIIMENT F
Secondary Containment Volume Calculation
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
£V4f_.U4TE CoA.JTl4-f--VMFYT ,tJOl-UA1E OF .t:,U li,. VIN6, :St.413
Atv'D cvRB.
,3,1-SE:D O!J +)'i'El\rvtrM!f-QY V.£51G,A/ PRf/WWlr~ /J;S oF 6/z.q/ef
Bv,L-r;>W?, FooT/lf<1JJ, /~ 2s'>.,:t.to 1 ;j,AJP t.4/:?(,f;:$~,
zOoO G,l/-lLOJJ5
?
''-·1 n----n
¢eC---~c, ----,-~ I
Pl fV'I
2 5' X 4 0 ~ } 0() C? .SP
IF Cv,ZB tS G1' 1/1411: /OOOSF >< 0,SF = S0OCF
E S, TT ,Nl .4 Tfc-p I -s/J LJ'tC-~ 11 £ ,if, 3 ii E q, u :
OF FlOOf2. :,S: L( {!IRVTtetil!r v,v17SJ
131 Fl()D/) 2'8',9 ,, /I
g;t, sF -< o,S-F "" '{/?'8' cF --CJ)(
I
I
I
I
I
I
I
I
I ATTACHMENT G
Process Pump Calculations and Catalog Data
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
;Vesu ~Client:
~Project: lllllllllj~~-f ---------------------
Project Number:. _______ _
Sheet No. _____ of ___ _
Environmental
Science &
Engineering
Energy &
Mineral Resources
•
I··
Calculated by~: _ ___,f<_P_4 ________ _ Date: __________ _
Checked by:. _______________ _ Date: ___________ _
Subject:~---=--f,_,'R.CJC..£.::....::.=--s_S' __ P._V_M_•f'._'.S _____ _ Scale: __________ _
• •
: ... , ... :,., -
•
• .·_!·.·.·,I , ., ... , ... , .......... , ...... , ... , .. ··+·-1--+
: .. .: .. :/: ·-··'---i.. . : .. : .. :. : .. I ••••• ; ••••••• : -~~ .16:6: ... 1--•.. ,: ... , .. , .. , ,. : ..... , .. , .. : •.. , ., •. , •• , .... , •.• , ... , .. ,
., -; '
....... ... I••··· ---••···•··•••I--···-··•·-··············
···---j··· ... ·-r·· ~.--~ 0h/~:--t~~,L~ ~+:1" .............. , .... , ... ,, ., .... ..
··· , ....•. ;-:•····· '~f,·· >'J!'.'t'JS~?[}}'i~JYt:"-:I;,~,-:,; .. • ·:.·• ~·••·· ... ·.·.·. i ···s: ·• ·· ···•·······
. : t >'' . H, . ! ' J'r ,;,.,,.,. ~ ; , ,. "' .,;, , ":" ..,,.,; .; ;,,~;.;
Bluefield, VA
276.322.5467
: J'} 1;,,,,;MuM pv ,tp, ffgl;r:, • ... ; , ; > , ,;; ·Lii[ i
. , ... .... . =-· 0;'/z ·' ('PW. :;z:)'
. ,--··· ... '
.. • .:<1 ~y • pu)./: Hf" v -· 4-ssv:!ci 1c : ~4'.~ Plt..TER W/l(.. 6£ • 8/. c'i<w1Aj//E°p_ • ,:7; t?.£4. 4dj;_,J, '
. fJ. J/, t> ;(£1!,i,+JN.. Pl!, ,/Jo/ /0 f'S< .. !
Ashland,VA
804.798.6525
,o :-t: ''Pf i,?)"". 3b)s,' ' 6% '.F,;' . , :
Lexington, KY
859.263.2855
Raleigh,NC
919.786.1414
Charleston, WJ
304.744.4835
Kingsport, TN
423.279.9775
www.mma1.com
Harrisburg, PA
717.730.7810
Kansas City, KS
919.648.4424
Morgantown, WJ
304.598.0880
I
I
I
I
I
I
}'
.. ;":t~
, ') J
.;:, .·,:<' 1¥
'" "
/
; l " ..
__ , ,tvii:::i\~,{ii\1:f'!f
\{,}
,. ,.,, . ·:1~iit;
., . .. ,,,_
C, ·'
I
I
I
I
I
I
I
I
I
I
I
}\/1'
F.};~
:••i~t
rff:t
iii~ "F:N~:. iJ-'.',[I;);
The. Perteet Pump for:
• Corrosives
• 1 Abrasives '''f:v: ' tt1.t: .. :· ~ ·;9'.hear sensitive fluids
~JJ~;: :" f e 1.High viscosity fluids -:-~r:~·i-: · ... _i, . tf.~(. 0 1;~igh density fluids ,,,,,,\);,,:· ,. ' -:\•':.:h'i·/..!' .;Large solids \~:,-,·-~/ .. _,_ i;,. _f~\'{{!,r,fr t_(ong-stringy material
The positive displacement pump of
choice
Watson-Marlow Bredel is the world's largest manufacturer
of hose pumps with the widest range of pumps and hose
element materials. Today over 75,000 Watson-Marlow
Bredel positive displacement hose pumps are working
non-stop all around the globe. With operating pressures to
232 psi and flow rates to 350 gpm Watson-Marlow Bredel
pumps save time and money by successfully handling the
toughest applications, in a broad range of industries
including:
• Chemical -corrosive acids, bases, and hydrocarbons
• Water and wastewater treatment -lime, sodium
hypochlorite, ferric chloride and sludges
• Paint and pigments -dispersion mill feed, pigment and
latex transfer
• Pulp and Paper -dyes, sizing agents, retention aids
and titanium dioxide
• Mining and mineral separation -tailing slurries, sludges
and reagents
• Ceramics and glass -fine china, brick cind roof tiles
• Construction -cement, coatings, spray concrete,
colorants and aggregate
• Printing and packaging -varnishes, inks, coatings
and adhesives
• Food and beverage -CIP applications, wine, brewery,
dairy, bakery, flavorings and additives
• Agriculture -seed coatings, animal vaccines and waste
• Automotive -flock adhesives, lapping compounds and
inks
• Textiles -fibers, dyes and acids
• OEM -versions available for system suppliers
I
I
I The fastest growing pump type
High maintenance diaphragm, rotary lobe, or progressive
cavity pumps can't match the rugged, reliable 24/7
dependability of the SPX which:
ac Doesn't require expensive ancillary equipment. No
check valves, sealing water flush systems, or run dry
protection. It's simple to own and operate
• Pumps abrasive slurries, corrosive acids, gaseous
liquids, as easily as water -no vapor locking
• ls ideal for high viscosity or shear sensitive product
" Can run dry indefinitely without damage
4 Has one wetted component -the hose element. No
seals, ball-checks, diaphragms, glands, immersed
rotors, stators or pistons to leak, clog, corrode and
replace
o Is fully reversible to blow out clogged suction and
drain lines safely
ll' Has a suction lift capability up to 30 feet and is self-
priming
~ Does not slip, giving true positive displacement for
accurate and repeatable metering
Downtime is money
Save both with the SPX by reducing your maintenance.
To completely rebuild an SPX all you need is a wrench, a
hose, and a few minutes. Drain the lubricant, unbolt the
flanges, replace the old hose and you're back up and
running. No complex parts lists, no special tools, and no
need to bring the pump to a maintenance shop.
SPX -The apex of pump evolution
With over 50 years experience, Watson-Marlow Bredel
leads the way in hose pump technology, engineering the
new standard for hose pumping with its unique SPX
direct-coupled design. The SPX combines the small
footprint of close-coupled pumps with the reliability and
ease of maintenance of long-coupled designs.
While close-coupled pumps are extremely compact, this
out-of-date technology still used by other hose pump
manufacturers relies on the gearbox to seal the pump
housing and support the heavy overhung load of the
pump rotor. While close-coupled pump competitors offer
optional long-coupled pumps to improve gearbox and
bearing life this comes at the cost of substantially
increased footprint and the added complexity of coupling
alignment and maintenance.
The SPX direct-coupled design contains heavy duty rotor
bearings· within the pump rotor, eliminating any overhung
load. Ultra compact SPX high-torque planetary gearing
then aligns directly to the pump housing and is fully
protected by an innovative buffer zone. No other pump
achieves the reliability, simplicity, and compactness of the
SPX hose pump.
I
I
I
I
I
I
I
I
I
Th~ machined hose element is the single most vital
co"mponent for the performance, durability, and efficiency
· · of the hose pump. To ensure perfect compression and
conSiStent, reliable performance, Watson-Marlow Bredel
manufactures hose elements from high quality
compounded rubbers, reinforced with four individual
layers of braided nylon and finished by high precision
machining. Perfect compression eliminates slip which, in
other pumps, can destroy shear sensitive product, reduce
metering accuracy, or allow abrasive slurries to wreak
haVo~ on wetted parts. Watson-Marlow Bredel engineers
hOse elements to meet the flow, pressure and temperature
charact~ristics of your toughest applications.
w~· a"~e the only hose pump manufacturer to machine our
Own hose elements. No other competitors take this care.
·• \.''.:.)tl
: .. ,,-,., ',·-·-
I
I
I
I
I
I
I
I
I
I
I
I
1:
I
I
ii(
(.':·
Designed to perfection
Watson-Marlow Bredel is on the cutting edge of technology
to engineer, manufacture and test our pumps.
Innovation: As the global leader in hose pumps, we pride
ourselves on new ideas and innovative products tha·t .brin9
the benefits of hose pumps to our customers in an ever
expanding range of applications. For example, retractable
pressing shoes bring ultimate clean-in-place capability. And
new hose materials have now made our pumps impervious
to tough hydrocarbons -once off limits to hose plJmps.
Design: Using tools like finite element analysis {FEA), we
•design our hose elements to perfection -right down to the
position of the reinforcing layers, angles and thickness of the
cord reinforcement, and the thickness of the rubber.
Everything from the geometry of the pressing shoe to the
pump housing is engineered to optimize the performance of
the hose element. .
Production: Unique in the world, Watson-Marlow Bredel's
state-of-the-art automated hose grinding facility machines
every hose within fine tolerances -guaranteeing proper
compression for efficiency and longevity. At our
ISO9001.2000 factory, each pump and hose element is
constructed to the most rigorous quality controls standards.
At our research and design lab, pumps are running non-stop
every day to enhance the performance of the best hose pumps
on the market today, and develop new innovations for the future.
Precision hose elements ensure
• Tight tolerances for low stress on bearings
• Perfect compression for long life
• Excellent suction performance -30 ft. Suction lift
• High pressure capability -232 psi
• Repeatable volumetric accuracy to+/-1 %
• Consistent capacity independent of varying suction
and discharge conditions
• Exceptional performance when handling high
viscosity products
I
'.f,:::· ... • .. ,·.,.
SPX10
• Max flow: 0.6 gpm
-. Capacity: 0.0058 gal/rev
• ·Max discharge pressure: 110 psi
!! Max temperature: 175°F
SPX15
• · Max flow: 2.3 gpm
• Capacity: 0.022 gal/rev
• · ·Max· discharge pressure: 110 psi
~ Max temperature: 175°F
0.20
Intermittent duty
0.175
0,15
Continuous duty
0.125 NET
hp 0.10 ---/ 3 ~,-, 0.075 ,, 0.05
0.025 ~ ~ 1
5 4
' :,
revlrrin. 15 30 45 60 75 90 105 120
gal/rrin. o 0.1 0.2 0.3 OA 05 0.6 0.7
Intermittent duty
0.40
NET 0.30 Continuou~ duty
hp 0.25
0.20
3
0.10
1.' 6
revlrrin. 15 30 45 60 75 90 105 120
gallnin. L_0.L25--0L.5--0'-.7:-5 -1J..0:---:1~.,:-5-~1.5;--;1~.7;;5-~2.;;0~,~.2;;,~;,.7s~
PnidLci
Terrpera!UB
·c 1·FJ
40 (104)
50 (122)
60 (140)
70 (158)
80 (176)
P,odc.ci
Terrperatcre
•c l"F)
40 (104)
50 (122)
60 (140)
70 (158)
80 (176)
I
11;)/;'·
1f;}\{
It};!,
.~}"
2.0
1.75
1.5
1.25 NET
hp
1.0
0.75
. 0.5
0.25
re1Urrin.
g;:il.tnin. o
. 3.0
2.5
NET 2.0
hp
1.5
revlrrin.
galJilin. o
Intermittent duty
20 40
Intermittent duty
20 40
6
4
60 100 120 160
8 10 11 12
4
60 80 100 120 140
8 10 12 14 16 18 20 22
Prod""'
Terrpera1""
·c l"FJ
40 {104)
50 {122)
60 (140)
70 (158)
80 (176)
Product
T~ture
oc (OF)
40 (104)
50 (122)
60 (140)
70 (15B)
80 (176)
SPX25
• Max flow: 11 gpm
• Capacity: 0.079 gal/rev
0 Max discharge pressure: 232 psi
• Max temperature: 175°F
• Hose diameter: 25 mm
• Port size: 1" 150# flange
• Hose lube required: 0.53 gallons
• Starting torque: 1600 in lbs
SPX32
• Max flow: 20 gpm
• Capacity: 0.165 gal/rev
• Max discharge pressure: 232 psi
• Max temperature: 175°F
• Hose diameter: 32 mm
• Port size: 1 ½" 150# flange
• Hose lube required: 0.8 gallons
• Starting torque: 3000 in lbs
I
I
I
I
SPX40 ~<::..--
ci Max flow: 39 gpm
• Capacity: 0.351 gal/rev
' . -Max discharge pressure: 232 psi
~ Max temperature: 175°F
Hose diameter: 40 mm
" ,Port size: 1½" 150# flange
. 1:Hose lube required: 1.3 gallons
#;I • Starting torque: 4000 in lbs
o: _CIP version available for easy clean-in-place
SPX50
Max flow: 69 gpm
• Capacity: 0. 766 gal/rev
• Max discharge pressure: 232 psi
/i • 0 Max temperature: 175 °F
·• Hose diameter: 50 mm
" Port size: 2" 150# flange
lfa{_;;\ : :::::bt::::ir::.□:-: i~~~:ns
1f(}\· • · GIP version available for easy clean-in-place
,.o ,
/ I
Intermittent duty Prod"" ;, ;, " ':J~~' Terrperat"" 3.0 ,,,• .,. ,~0:,<:? <v' ,./' ,.,_.
·c l"FJ
NET 40(104)
hp Continuous duty
2.0 5 / 50 (122) Y· ·0/ 60 (140)
3 70 (158) ,.o ;fY: 80 (176)
' I
6
revJrrin. 10 20 30 40 50 60 70 80 90 100 110 120
gal./rrin. o ,0
9.0
8.0
7 0
60
NET ,.., 50
,.o
30
2.0
,o V '
1 I 6
revJmin. ,0 20 30 '°
gallnin. o ,0 20 30
20 25 30
50 60 70
'° 50
35
60 90
60 70
,oo
Product
Temperature
·c l"FJ
40 (104)
50 {122)
60 (140)
70 (158)
80 (176)
I
I
1::,) ..
l)!t
:i,•,L,\>:
15,0
12.5
10.0
NET·
. hp .
7.5
revJrrin.
gallrnin. o
·NET·
'hp
gal./min. o
Intermittent duly
,0 20 30 60
20 40 60 80 ,oo
20 40 60 ,oo '60
4
80
'40
4
60
'"
SPX65
• Max flow: 124 gpm
Product
Temperaturo • Capacity: 1. 77 gal/rev
'C (°F)
40 (104)
50 (122)
60 (140)
70 (158)
80 (176)
Product
Temperature
•c rFJ
40(104)
50 (122)
60 (140)
70 (158)
80 (176)
• Max discharge pressure: 232 psi
.o Max temperature: 175°F
• Hose diameter: 65 mm
• Port size: 2½" 150# flange
0 Hose lube required: 5.3 gallons
• Starting torque: 12,000 in lbs
SPX80
• Max flow: 155 gpm
• Capacity: 3.09 gal/rev
• Max discharge pressure: 232 psi
• Max temperature: 175°F
• Hose diameter; 80 mm
• Port size: 3" 150# flange
• Hose lube required: 10.6 gallons
• Starting torque: 20,000 in lbs
I
I
I
I
I
I
I
I
I
I
I
I
SPX100
' Max flow: 232 gpm
• Capacity: 5.28 gal/rev
" Max discharge pressure: 232 psi
• Max temperature: 175°F
• Hose diameter: 100 mm
· • : Port size: 4" 150# flange
,. ; H,ose lube required: 15.8 gallons
:starting torque: 40,000 in lbs ·:.
Duplex SPX100
• Max flow: 400 gpm
• Capacity: 10.56 gal/rev
• Max discharge pressure: 232 psi
• ,Max temperature: 175°F
• Hose diame.teir: 100 mm
" Port·size: 6" 150# flanged manifold
0 ~ Hose lube required: 31.6 gallons
• . ·starting torque: 80,000 in lbs
'
22.5
? ~,~~ Intermittent duty
20.0 r9-' .... ~ ...
17.5
15.0 ,-·--i· ;_/ NET
hp ,s 12.5
10.0 ~ 7.5
5.0
' 2.5 ' :,
revlrrin. 5 " 15 20 25 30
galJnin. o 50 100 150
" Intermittent duly
40
35
NET 30 Continuous duty
hp 25
3
20
15
10
5
1 I : 6
mv/nin. 5 10 15 20 25 30
gal/rrin. o 100 200 300
;,,
~9 s'l-·
4
35 40 " 50
I
200 250
35 40 45 50
500
Product
Temperature
•c <"Fl
40 (104)
50 (122)
60 (140)
70 (158)
80 (176)
Product
Terrperatuu
•c l'F)
40 (104)
50 (122)
60 (140)
70 (158)
80 (176)
I
~\ I i • ·: .. ,,, ~ •. Y•:. -•.. •·
Approx.
Model D C ,. [: F G· H Wt. (lbs)
I SPX10 13.50 6.73 4.56 2.44 3.07 9.45 24.79 4.72 8.86 75 SPX10 -SPX15
SPX15 17.09 9.06 7.68 2.48 3.23 9.84 25.97 6.30 11.97 105
I
I
I
I ..• ·,a.,\"
Approx. SPX25 -SPX32
I Model A ll C I) ' F o· H Wt. (Ills)
-SPX25 10.98 11.97 20.51 0.1 10.39 17.31 28.62 8.72 18.11 3.86 165
SPX32 12.76 14.79 24.84 0.1 12.99 20.08 30.6 10.24 21. 18 3.86 290
I 0 0
I 00 0 ' I
I 0 0
I; Appro~.
Model 8 ,:; D E r c· H J S Wt. (lbs)
1if:(j
SPX40 19.3 16.2 27.7 0.1 16.9 17.7 31.12 12.8 24.2 4.3 2.9 400 SPX40 -SPX100
SPXSO 24.4 18.7 33.0 0.1 21.8 22.7 35.4 16.5 31.8 5.6 3.3 700
SPX65 26.8 22.8 41.7 0.1 29.4 25.6 35.8 20.7 40.8 6.0 4., 1123
SPXBO 35.4 27.6 49.4 0.2 34.5 33.5 49.56 24.4 47.9 7.2 4.9 1875
SPX100 41.3 32.1 57.9 0.2 41.0 35.5 52.36 28.3 55.7 7.8 5.9 2900
1:' "This dimension will vary depending on drive selection.
I
I
I
United States of America
:. ''elephonc 800 282 8823
-·:;:ax: 978 658 0041
;, :.:.':.ailsup"[e-mail]
-Srazil
·ie1ephone -1-55 11 46 I 6 0404
. -~.SY.: [phone] Q4Q3
· . t:ma1I [e-mail]
.>-: ;-;;elgium
·. :relephone [phone]
·. 1°ax: [phone]
Email [e-mail]
China
felephone [phone]
·,;:ax: [phone]
France
Telephone , 33 (OJ 2 37 38 92 03
Fax: [phone] Q,!
Email [e-mail]
Germany
Telephone ➔49 (0) 2183 420<10
Fa)(: 1-49 (0) 2183 82592
Emwl [e-mail]
Italy
T8lupl1one +39 030 687118,1
Fa,.: 1-39 030 6871352
Email into@wa1son-marlow.11
Korea
Telephone ~a2 (0) 2 525 5755
Fax: [phone]
Email suppor14k@watson-mar/m1,.co.uk
Malaysia
Netherlands
Telephone +31 (0) 10 4G2 1G88
Fax: [phone]
Email info@watson-marlow nl
South Africa
Telephone [phone]
Fax: [phone]
EmBil [e-mail]
Sweden
Telephone +4G 8 556 556 00
Fax: [phone]
Email [e-mail]
United Kingdom
Telepl1one ,44 (0) 132G 370370
Fax: +44 (0) 132G 376009
Email [e-mail]
www.watson-marlow.com
The inlormaton contained .-i this document is bohoved
to IJO correct hul Walsurl-MJdow Gmdul uccepl5 no
l1ab11Ltv lor any e1rors ,1 contains. and reserves the right
to aller SPc-"'C11,ca110ns w,thou1 notice
I fi/,',•,:a•/ suppo~:::::n~@walson-madow.co.uk
?E''f\\~! , •;"·, .
Telepllone +GO (3) 5G35 3323
Fa>..: -60 (3) 5635 7717
Email [e-mail] Members of the Spira~-Sarco Engineering Group
••
I
(..•,,• ·-:, i'..
\;:;ft::: . :}i • ::: . )11t1icr?::ii~
.:"~~!-:;. :H , .·;,'.~.:,:!.~:~ .. }. gJ~.-. ,,,, . . ,..1-.-, " .
~-1 ·/.•.:_(,:: ) .••. ~ , _ .'-\:,.~1iils:'it~ra<
·~~'."-;'~-· . _,,,-: ·_n ;:l;i~.,·-··~ . ~~:':, ~"• -'./1•}1\ :.·,,.~-
,1~t;~-;~;?:f:'_,:_ ;: . . F\. ,, .
··-
•; ·. . ; ~ .. ?. ,p';·. .·., .. •.,·.:-,f '. ,i·
1
.• r .. ~: .. ~.:,i_.:t_f .. ~.' .. •~.~ ... •.·!,f_.,: .. ~ .. ·.~.".• .. ~_:.··; .. _~:.i.,.;_;.;::_,_i_.·.·:;.;~; ·, ~ :):i ,?J: \_a~l: ~,r:~~½ ~--. ~ .,, · :: : .t, · ·-:~~·:.:f,;:-:\ '·~.::~I· · . ..:i,· r -.-r: • .,-.,r,~-~,.,:~,'i}¼~,, I
;... . ' :~-J~i~:.t· ,i:il~1,
•">!~~--, -~, :· ...
-·~•;;,.:~,i} •'",.r,=•
. -.... ,7 .. ,
•''' ·-~ " '; ,'.'_:c.,, •• :~·;. ,1! ~) ... ;_ .;
...
·Lr~
:, .~!
· .. ·.·,,.·.·.'··.···'···"····· ~-~-/i.' .,.•-'.:~.•. ~•·: I
: ', :/\\if;;(~):]:::?;}¾.
,:·:t'<~.·;.:·•.·:.-.::· ',.,,
:.,,, -'S ·_..~,; .. . ,~. ~,,.-.:.d
Watson-Marlow Brede! Pumps Telephone: [phone]
Fax: [phone]
. -
. (fc;\ ' ,,'.;/,:·. {; ;:f;t, ':0'. :,,,.,,'-,
37 Upton Technology Park
Bo.ston, MA 01887
Email: [e-mail]
Web: www.watson-marlow.com
I
I
CZ ki-R7
MARLOW Engineering and Technical Data
...,.,...,_,.,, _ _,,...,.._.,.===----=-=-=--i:a::m;:a--m:i:cmmm::::1-.mm::m:am::::::au:mmmam::11.m::::1ra:;s;:msm
: • .1 ' •
•:J.. ·,.~I••.~"', ..
SPX40
High-Pressure Hose Pumps
Features and Benefits
High-strength, twin-bearing hub integrated
into the pumphcad
Rotor always fully and centrally supported by
its own bearings
Fail-safe shaft design
New flat shim and improved epoxy shoe design
Faster hose changing and improved sealing
Easy access to shims and shoes
Unique buffer zone provides protective barrier
between pumphcad and gearing
Patented direct-coupled design
Ultra compact planetary grwring
No drive alignment for faster set-up
No coupling or baseplate for compact footprint
Adapter available for Otting hydraulic or
pneumatic motors
Improved frame design
Increased corrosion resistance
Compact design, low maintenance,
Two year warranty
➔
Performance Chart
232 psi 145 psi 109 psi
4.0 r------,~. --'------7----'-/~ ''"~'"'"''"' 1/
NET
hp
• 4,000
in lbs.
minimum
3.0
·2.0
>Wting 1.0
torque
required.
D
' . ., ·A, , F
tevJmh>. 10 20 JO 40 50 60 70 80 90 100 110
11al.lmln. 0 10 15 20 25 t
How to calculate speed/t1orsepower
A Flow required, indicates pump speed
B Calculated discharge pressure
C Horsepower required
D Fluid temperature
E Calculnted discharge pressure
JO
F Maximum recommended pump speed ..
35
·• For maximum hose life, speed point (A) should be lower
than temperature adjusted speed point (F). Sec example
points (A) tt1ru (F).
40
120
72.5 psi
PRODUCT
TEMPERATURE
"C (°F)
40 (104)
50 (122)
60 (140)
70 (156)
60 (176)
I
I Engineering and TechnicalData
, •,.::•.,1.,·~!if•~~J.:sa-111rn.ii:r.r~,,.,,,..,,m..,=,..=-==--""""'=-==--=--..,""'""'""""""""=----=-=--=-=_,..,.,,..,.,,.,,,.,,.,
I
I
I
I
I
I
I;, . ..
I·.
' .
1:.
3.6
NOTES,
dr-f''
0.7..-ti::
21.3
18.9
L ALL DIMENSl □NS ARE FOR RErERENCE □NL Y.
2. \JH(N INSTALLING, ALLO\J 45-58' LINEAR CLEARANCE
TD FLANGE r□R HOSE CHANGING.
SPX40
0.1
4.3
"M -REDUCER rRAME
GRl2111i'.I "' 1401(
1BIJC 21m
GRTJO!O "' 1mc
1am
2!11C
SPX40 Pu,ioho,o.d
1.5' 15011
ANSI FLANGE
(A+E)+6,5
"· • m Kll(ll PIN
'"' .. ,iiG,t51
'"' .. Pl◄Xl◄~
"' ~ PIUJCS4
"' ~ P1mm
"' " PJ4H,J6
'" " Pl4Jl6ll
me " P!m!Z8
ll!Z " P14m58
"' Pl◄Xl◄87
No'\,, lnrmons shoo,,, onr ~,ul "" P1mrn
Pl◄G133~ \he <tord>rd >"J•P Ind ""t<r ':r~~•~•= i:,:;l Plm511
,.,t,r ~fCtb-1. Pl◄JW&
PHl9!21
PIIGJm
P!SGU:2
P18G3888
P18GIJZ3 mrn,,
PIIGZm
PIBGlHJ
PISGll33
Pl8Gllfl
P19GIJ2◄
Pl8Gl8'4
PIBGIIISl
" • HAH[ ~ m1.0S1.RC "' •• "'" " ll:n:-o " ., 1◄5TC " l(FC•X[ " ., l◄SlC " 10-C·UT " ll.9 l◄51C " lEFC-m " •• J45TC " IN(Z•[M• " '" "'" " '"" " "' l'l5TC " FCXl'-01 " '" 16TC " """ " '" l◄5TC " lEft-X[ .,
u., '"" " rrrc-nr " '" '"" " lEft-X(l "" ., "'" " rcu-o, " ,. ""' " "" " " l45TC " ""'"' »
14,5 ""'' " lEfC·U '" "' """ " lEF'C-~[ ,.
!4.5 '"'" " n:rc-n1 '" 14.5 '"'" " nrc-m '5 •• '"" " rcu-t~• " '" lBZTC " '"" " l◄.5 "'" ,, Trrt-H ,.
"' l~TC " 11:FC-X[ "" '" l84!C " TETC-EMI ,.
l◄.5 "'" " lETC·xtx "" •• "'" ,, rca-n, "' "' "'" ,, = '5
High-Pressure Hose Pumps
Technical Specifications
Displacement: 0.351 gal/rev
Supply: 115/230 single pliasc or
230/460 or 575 three phase
Oper;-1t:ing Speeds: Up t.o 7 5 rpm continuous
Up to 110 rpm intcrm ittent
Fluid Temperature Range: -4° to 175°F
Hose Lubricant Required: 1.3 gallons
Flow l<ange: Up to 39 gpm
Disct1arge Pressure: Up to 232 psi
Suction pressure: 28 ft lift to 45 psi
Available Hose Materials: Natural Rubber.
BUNA N, BUNA K, EPDM, Hypalon
Available Insert Materials: Polypropylene,
31 6 SS, PVDF, PVC
Fittings: 1.5" 150# Flange
029!).02
Materials of Construction
Pumphead: Cast iron
Rotor: Cast iron
Cover: Mild steel
Hub: Cast iron
Shoes: Epoxy
Flanges and Flange Brackets:
Galvanized steel or 304 SS
Frame: Galvnnizcd steel
or 304 SS
Harclware: Zinc plated
steel or 304 SS
Shaft: Alloy steel
Sl1ims: 316 SS
Seals: NBR
the m!ormauon con1ainf>d in 1h15 document i5 b,iheved to b" crnrect. but Watron,M;irlow/_Brndrl Pump~
accepts no l1Jbrl1ly ror any errors ,t wntams, and H•servr.s the 11\ihl lu alle1 sp,:c1l1catm11\ without nolic,•.
m ~Ztilt•J:1
MARLOW
Watson-Marlow, Inc.
37 UPION TECHNOLOGY PARK, WILMINGTON. MA 01887-1018
TEL: [phone] / FAX: [phone]
http://www.wa1son-marlow.com
I'
I
I
I
I
I:
I
I
Engineering and Technical Data
:.~,:,;, ·==""""'""""""'""'"""""==---=-===-=--=--a:mm.mmmlm:ll.llca=i::i:zm:ra:::z:nc:s=m::=:aum::tlSDl::llll3:IIC:la:ml
Tubing Selection Guide
Watson-Marlow Brede! offers a wide range of tubing choices to
accommodate the wide range of applications which employ
Watson-Marlow Brede! pumps. Choice of tubing is as important as
the choice of pump. Watson-Marlow Bredel pumps are designed
around Watson-Marlow Bredel tubing, and utilization of other tub-
ing could result in sub-standard performance.
There are a number of characteristics which relate the tube's com-
position to the performance of the pump. The tube's restitution
draws in the fluid and creates suction 11ft. The tube's strength resists
pressure, its flex resistance determines pumping life, its bore decides
the flow rate, and its wall thickness controls pumping efficiency.
Watson-Marlow Bredel tubing has been designed to maximize the
performance related to each of these features.
Watson-Marlow Bredel offers seven different tubing materials,
including proprietary Marprene® and Bioprenee, which have been
developed to provide the longest life possible from peristaltic pump
tubing. In addition to Marprene and Bioprene Watson-Marlow Bredel
offers Silicone, Neoprene, Butyl, Tygon1, and Fluorel2 tube materials.
Marprene is Marprene is Watson-Marlow Bredel's exclusive thermo-
plastic elastomer which has proven superior in applications where it
is chemically compatible. Marprene is Watson-Marlow Bredel's most
often recommended tubing material. Marprene has a wide chemi-
cal compatibility and is higt1ly resistant to oxidizing agents such as
ozone, peroxides, and hypochlorite. Marprene is also opaque to
both visible and ultra-violet light, and maintains low permeability to
gases such as oxygen, carbon dioxide, and nitrogen.
Bioprene offers the same benefits as Marprene with the added
feature of compliance with USP Class VI, FDA requirements 21 CFR
177.2600, and USDA standards for food handling. Bioprene has
also been developed for long life and wide chemical compatibility,
Temperature
The chart shows the temperature range of each tubing type when
suction and delivery pressures are negligible. Operating tempera-
ture of Bioprene, Marprene and Silicone tubing are limited to BOC,
but all three may be autoclaved up to 135C.
· · Silicone
Neoprene
Butyl
Tygon
Fluorel
-20'C
Pressure
o·c
Bioprene I Marprene
2o·c 40"C 60"C
Choose the smallest bore size of tubing which will give the
required now rate.
Bioprene I Marprene
Silicone
Neoprene
Butyl
Tygon
Fluorel
Low Pressure capability
so·c
High
with the ability to handle fluid temperatures to 176° F. Both
Bioprene and Marprene can be sterilized by autoclave, and repeated
autoclaving wi!/ not affect overall life. Additionally Bioprene can be
sterilized by ethylene oxide or gamma radiation.
Silicone is the standard laboratory tubing most used for smaller
bore sizes to 3/8". This food and medical quality material meets
USP Class VI standards and is autoclavable. Watson-Marlow Bredel
also offers a specially-developed platinum-cured silicone tubing
which provides users with additional security in protecting their
fluids from contamination during the pumping process. Platlnum-
cured tubing produces a "tighter" state of cure, providing a
smoother surface which results in less protein binding. This silicone
grade is ideal for medical device, chemical analysis, bulk active drug,
and pharmaceutical production applications, particularly where
there is long-term contact with the process fluid.
Neoprene offers excellent performance in abrasive slurry and
sustained pressure applications. This food quality tubing is most
often utllized in bore sizes greater than 1/2". For most applications,
Watson-Marlow Bredel will recommend Marprene tubing instead
of Neoprene.
Butyl offers a wide range of chemical resistance and is often
employed in applications which are not compatible with Neoprene.
Tygon is a polyvinylchloride thermoplastic which offers excellent
pressure performance.
Fluorel has been developed for chemical resistance to solvents, oils
and strong acids, providing long life and chemical resistance in
applications unsuitable to other tubing materials.
1 Tygon is a registered trademark of tl1e Norton Company
2 Fluorcl is a registered trademark for the fluoroelastomer from Oyneon. LLC
Suction
As with pressure, choose the smallest bore of the tube which will
produce the required flow rate. Equa11y important, however, is the
restitutional power of the tubing material:
Bioprene / Marprene
Silicone
Neoprene
Butyl
Tygon
Fluorel
Low
Permeability
Bioprene I Marprene
Silicone
Neoprene
Butyl
Tygon
Fluorel
High
Restitutional power High
Permeability Low
Tubing Compatibility
I
I
~,ti# ~## t
. ('Jc,.._,(-,;:, :,.. ('J.c,.._,<:-c, f':,.. • suitable f:!'e; 0<:' ~l :,.. 0.::-~c, ~c. 0o<:' o'l :\' 0<:-O~e
0 not suitable ,;,J'° c}:-'0 ~.._,o 'ov'"1 '\--\~ ~.--,P 'o'o~ c:,:::-.~ ~c, <ov' '\-\~ ...,_,v
;!,;4:,a,=.<.1~-.....--=---=--"""~"'!~~""!~',';'~~='!,'w;"':';--=-=-==-='"'!!"'""'""'""'~~ ... o"'""""""=---......... ,.._~--':"""""""'"" Acetaldehyde • • 0 • 0 0 "Butyl 0ioxitol" • 0D~ip~h_e_cLy_l --------~~---0~--•~
Acetcimide e e e e e Butyl acetate O O O e O O ,□ccip~h~e~cLy~I e_t~h~",--,-,-----~0~~0c-ccc-0~--·;;-
Acetic acid, cold • • • • • O Butyl acetyl ricinoleato e • • "Dowtherm" fluids • 0 0 •
Acetic 11cid, hot • O O O Butyl alcot10I e e • e • Essential oils
· Acetic anhydride O O • • 0 0 Butraldehyde e O O • 0 Esters • • 0 0 0 e
Acetone O • e1 • 0 0 Butyric acid e O e Ethanolamine •••• 0
Acetophenone O • 0 Calcium bisulphide • • 0 • Ethers • • 0 0 0
Acetyl bromide O • Calcium chloride • • • • • Ethyl acetate 0 e O e O 0
Acetyl chloride, 0 • Calcium disulphide • 0 O • Ethyl acetoacetate 0 e O e 0
Acetylene • • • • O • Calcium fluophosphate • • Ethyl alcohol • • • • 0 •
1\r.etylene tetrachloride • Calcium hydroxide • • • • • • Ethyl benzene 0 0 e
Acrylonitrile O O O O O Calcium hypochlorite • • O • • • Ethyl bromide
"Alamask" e2 • Calcium nitrate • • • • • Ethyl cellulose
Aldehycfos • 0 • 0 Calcium salts • • • • • • Ethyl chloride I 0 •
0 • • 0
0 0 e • 0 •
Aliphatic hydrocarbon solvents • 0 Caliche liquors • • Ethyl mercaptan 0 • Alum • • • • • Cane sugar liquors • • • • • Etl1yl oxnlate
Aluminium chloride • • • • • • Carbitol • • • • Ethyl pentachlorobenzene
Aluminium nitrate • • • Carbolic acid O O • • Ethyl silicate
Aluminiur11 snits • • • • • • Carbon bisulpl1ide O O O • Ethylamine I 0 • • 0 0 0 • • • • 0 0
•t\luminium sulphate • • • Carbon dioxide • • • • • • Ethylene
An'lmo11ia gas, cold • • • • • 0 Carbon disulphide O O O O • Ethylene chlorohydrin
Ammonia gas, hot • • • • 0 Carbon monoxide • • • • • Ethylene diamine
Ammonium acetate • Carbon tetrachloride O O O O O • Ethylene dichloride I
• • 0 0 e • 0 • • • • 0
0 0 0 0 0 e
Ammonium carllonate • • • Carbonic acid • • • • • Ethylene glycol
· Ammonium chloride • • • • • Castor oil O • • • • Ethylene oxide
Ammonium hydroxide • • • • • • Caustic soda up to 50% e6 • • • • • Ethylene trichloride
Ammonium nitrate • • • • "Cel!osolves" • • O Fatty acids
Ammonium phosphate • • • Chlorinated lime • • Ferric chloride I
•••••• e O O O 0
0 0 0 e
0 0 0 e e • • • • • • Ammonium salts • • • • • • Chlorinated solvents O O O O O • Ferric sails • • • • • • Ammonium sulphate • • • • • Chlorine, dry O O O • • • Ferric sulphate
Amyl acetate O O O • 0 0 Chlorine, wet O O O O • • Ferrous cl1loride
. Amyl alcohol • 0 • • • • Chloroacetic acid O • • O Ferrous salts
· .. Amyl borate O • O Chlorobenzene O O O O O • Ferrous sulphate
·0.,~m~y~l~c~hl~o~ci~de"-~~--------,;O,-~~-·-'-----·=-~G~h~lo~c~o~bc~o~m~o~m~e~t~h~ac~e~---~Oc.._caOc-0oc-_eoc-~-·=-Fluoborates
Amyl chloronaphthalene O O O • (chloroform] 0 O O O O • Fluoboric acid
cA~m~y~l~c~,p~h~t~h~,,~cc~,==-'--------~0'----0oc--Ooc---•=-Chloronapthalene O O O • Fluorobenzene
Aniline, cold • • 0 • 0 • Chlorosu!phonic acid O O O O O O Fluositicic acid
Aniline, hot • 0 O O Chlorotuluene O O O O • Formaldehyde
Aniline dyes • • • Chrome plating solutions • • O O • • Formamide
Aniline hydrochloride O O O • Chromic acid • O O O • • Formic acid
Antimony Sillts • • Chromium salts • • Fuel oils
Aqua regia O O O O Citric acid • • • • • • Fumanc acid
'.'Araldite", • • Coal tar haptha O O Furan
:·Ark.lone P" • Coconut oil O • • • • Furfural
,"Arklone W' • Cod liver oil O • • • • Gallic acid
Aromatic hydrocarbons • 0 0 • Coffee • • Gasoline
Arsenic salts • • • Copper salts • • • • • • Gelatine
Asphalt O O O • Corn oit O • • • • Glucose
"Bardol B" 0 0 Creosote O O O • Glycerine
Barium chloride • • • • • • Creosote oil O O O • Glycols
Barium hydroxide • • • • • • Crosols O O O O O • Gofd plating solution
Barium nitrate • • Cyclohexane O O O O • Green sulphate liquor
Barium salts • • • • • • Cyclohexanol • O • Gum arabic
• Battery acid to 1.300 sg O • Cymene O O • Halowax oil
Beer • • • • • • Detergent solutions • • • • • Hexaldehyde
Beer wort • • • Dextrose • • Hexamethane diamine
Beet sugar liquors • • • • • Diacetone alcohol • • • Hexane
Benzaldehyde • 0 0 • 0 0 Diatomaceous slurry • • • • • • Hexyl acetate
Benzene O O O O O • Dibenzyl ether • • • Hydraulic oil
Benzenesulphonic acid • • • "Dibutyl Carbitol" O O O O • Hydrazine
Benzoic·acid O • • • 0ibutyl phthalate O • O • • Hydriotric acid
Benzophenone • Oichlorobenzene O O O O • Hydrobromic acid
Benzoyl chloride O • Cycyclohexylamine O • Hydrochloric acid, cold
Benzyl alcohol • • • • • Diesel fuel • Hydrochloric acid, hot
Bitumen • • Diethyl ether O O O O O O Hydrocyanic acid
81ack sulphate liquor O • • 0iethylamine • O • O Hydrofluoric acid, cold
Bleaching liquors • • • O • • 0icthylene glycol • • • • • Hydrofluoric acid, hot
• Blood • • • Diisopropyl ether O O O O O O Hydrof!uorosilicic acid
Borax • • • • • Diisopropyl ketone O O • O Hydrogen gas
Boric acid • • • • • • Dimethyl aniline O Q O Hydrogen peroxide
Brake fluid • Dimethyl formamide O • 0 • O O Hydrogen sulphide, dry
Brightners, electroplating • 0 0 0 • • 0ioctyl phthalate O Q O • • Hydrogen sulphide, wet
Bromine O O O O O • Dioxane • • 0 Hydroquinone
Bromobenzene O O O O • Dioxolane O Hypochlorous acid
Butane O O • 0 O • Dipentene O • Iodine
I
I
• • • • • • • • • • • • • • • • • • • •• 0 0 0 e • • • •••••• • • • • • • 0
0 0 e O e
•• 0 •
I 0 0
• • • 0 •• • 0 0 e 0 0 • • • • • • •
I • • • • • • • • • • • • • • • • • • • •
I • • • • • 0 0 0 • • • • • 0 0 e 0 • 0
e O e 0 • 0 • • 0 • • I • 0 • • • • •••••• e O O 0 • ••••••
I e O e e O e
0 0 0 0 0 e
• 0 • • •
• 0 • • • e O O e
I • 0 e e e 0 e O e e e 0
0 0 • • • •
I • • •
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
',:!( ;,•·-(~~-,'f'&l/a.i•S!,S';..•'fl,Ut~
lsobutyl alcohol
lsooctanc
lsophorone
lsopropyl acetate
lsopropyl alcot1ol
lsopropyl chloride
lsopropyl nitrate
Kaolin
Ketones
lactic acid. cold
lactic acid, hot
Lard
Lauryl alcohol
Lead acetate
Lead nitrate
linseed oil
lithium grease
Lithium hydroxide 5%
Lubricating oils
Lye solution (KOH & NaOH)
"Magnanoc·
• • • • • 0 0 • 0 • • 0
0 • 0 •••• • • 0 • 0 • • 0 0 0 0 0 •
0 0 0 •••••• 0 ••
• • 0 0 • e •
8 0 • • 0 •••• o••••• • 0 •
0 0 e O e •••••• • Magnesium ammonium sulphate • •
Magnesium chloride e • • • • • Magnesium hydroxide • e • • • Magnesium nitrate
Magnesium oxide
Magnesium salts
Magnesium sulphate
Mahe acid
Maleic anhydride
Manganese salts
Mascara
Melamine
Mercuric chloride
Mercuric sulphate
Mercury
Mesityl oxide
Methane gas
Methyl alcohol (methanol)
Methyl bromide
Methyl chloride
Methyl chlorobromate
Methyl diphenyldiisocyanate
Methyl ethyl ketone
Methyl formate
Methyl isobutyl ketone
Methyl methacrylate
Methyl salicylate
Methylated spirits
Methylene chloride
Milk
Mineral oils
Molasses
Monochlorobenzene
Mustard
Naptha
Napthalene
Natural gas
Nickel acotale
Nickel ammonium sulphate
Nickel chloride
Nickel salts
Nitric acid
Nitrobenzene
Nitroethane
Nitrogen
Nitrogen oxides
Nitropropane
Nitrous acid
Oils, animal
Oils, lubricating
Oils. mineral
Olis, vegetable
Oleic acid
• • • • •••••• • • • • • • • • 0 ••
0 • • • • • • • • • • • • • • • • •••• • • 0 0 e 0
0 e 0 • •••• • 0
• 0 0 •
0 0 0 0 •
0 0 e 0
•• 0 • • • • • • 0 0 0 0 0
e e O 0
0 • • • 0 0 0 0 0 0 • • • • • • 0 e e 0 • • • • 0 0 0 e • • • 00000•
0 0 0 0 e •••o•• ••• 0 • • • • • • • • • • • • • • 0 •
0 0 0 0 0 •
0 0 0 e • •••• • • 0 0 0 • • • • • ••• 3. • • 0 0 e e • 0 0 • • • • • • • • • • 0 0 0 e 0 •
'1'!11!?1'4:t~
Oleurn spirits
Oxalic acid
Oxdiphenol phosphate
Oxygen, cold
Ozone
Palmitic acid
Pmafin
"Parcalene·
Perchloric acid
Perchloroetllyleno
Petrol
Petroleum wt,ite spirit
Phenol
Phenyl ethyl ether
Phenyl hydrazine
Phenylbenzene
Ptmrone
Pt1osphonate
Phospt1or1c acid
Phthalic acid
Picric acid
Pine oil
Pinene
Piperidine
Polyethylene glycol
Potassium bicarbonate
Potassium bisulphate
Potassium carbonate
Potassium d1lorate
Potassium cyanide
Potassium dichromate
Potassium hydroxide
Potassium iodide
Potassium nitrate
Potassium nitrite
Potassium permanganate
Potassium phosphate
Potassium salts
Producer gas
Propane
Propionic acid
Propyl alcohol
"Pyrene Bondente"
Pyridine
Pyroligneous acid
Pyrrole
Rubber tatex
Salicylic acid
Sea water
Sewage
"Shellsol"
Silicon tetrachloride
Silicone oil
Silver nilrale
"Skellysove B,C,E"
Skydrol 50084
Soap solutions
Soda ash
Sodium aluminate
Sodium bicarbonate
Sodium bisu!phate
Sodium bisulphite
Sodium borate
Sodium carbonate
Sodium chlorate
Sodium chloride
Sodium cyanide
Sodium dichromate
Sodium hydrosulphite
Sodium hydroxide
Sodium hypochlorite
Sodium metaphosphate
Sodium nitrate
Sodium nitrite
Sodium perborate
0 0 0 e •••••• • • • • • • • • • • • • • • • • 0 0 0 0 0 e • •o••o• 0 e O O O e
ooeooe
• 0
0 0 0 e O e
0 0
0 0 •
0 0 e • • • • 0 • • • • • • • • • 0 • • • 0 0 • 0 e 0 • 0 0 0 • • • • • • • • • • • • • • • • • • • • • • • •o•••• • •• • • • • • • • •••• • • • • • • • • • • 0 • 0 • 0 • 0 • 0 • • • • • • 0 0 0 e 0 0 • • e O 0 • • • • • • •••• • • •••• • • • • 0 0 • • • • • • • • • 0 • • • • • • • • • • • • • • •••• • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • e6 • • • • • •••• • • • 0 • • • 0 • • • • • • • • • • • • •
Sodium peroxide
Sodium phosphates
Sodium polyacrylate
Sodium silicate
Sodium sulptiate
Sodium sulphide
Sodium sulphite
Sodium thiosulphate
Soyabean oil
Stannic chloride
Steam
Stearic acid
Stoddards solvent
Styrene
Sucr05e solutions
Sulphur
Sulphur chloride
Sulphur dioxide
Sulphur hexanuoride
Sulphur dioxide, dry
Sulphur trioxide, dry
Sulp!1ur acid 10% cold
Sulphur acid 10% hot
Sulphur acid 10-75% cold
Sulphur acid 10-75% hot
Sulphur acid 75-95% cold
Sulphur acid 75-95% hot
Sulphurous acid
Tannie acid
Tanning extracts
Tartaric acid
Terpineol
Tertiary butyl catechol
Tertiary butyl mercaptan
Tetrachloroethane
Tetraethyl·lead
Tetrahydroruran
Tetralin
Thionyl chloride
Tin chlorides
Titanium dioxide
Toluene
Toluene diisocyanate
"Trisotan·
Triacetin
Tributoxy ethyl phosphate
Tributyl phosphate
Trichlorethane
Trichloroacetic acid
Trichloroethylene
Tricrnsyl phosphate
Trielhanolamine
Trinitrotoluene
Tung oil
Turpentine
Urea
Uric acid
Vegetable oils
Vinegar
Water, fresh
Water, sea
Water, steam
Whiskey
White spirit (petroleum)
Wine
Wood alcohol
Wort
Xy!ene
Xylol
Yeast
Zeolites
Zinc salts
0 • • • • 0 • • • • •••••• • • • • 0 • • • • • • • • • • • • • • • • 0 • 0 • 0 • • • • • • • 0 0 0 0 • • • • • 0 0 0 0 • 0 0 0 0 • • • • 0 • • • •
0 0 0 0 0 e
• 0 ••• • • • • e • 0 0 • •
•o•••• •o•••• e 0 0 e O e
e 0 0 e O e
0 0 0 0 0 e
0 0 0 0 0 e
• 0 • • • • •••••• • e 0 0 • • • • • • 0 0 • • • • 0 0 • 0 • 0 0 0 e
0 •• 0
0 0 •
0 0 0 0 e • • • • • • • 0 0 04 0 0 e
0 • • • •• 0
0 • • 0. 0
0 0 0 0 • •• 0
0 0 0 0 0 •
0 0. • •• 0
• 0 • 0 e 0 • e O O 0 • • • • • • • • • • • 0 • •••••• • • • • • • • • • • • • • • • • 0 • 0 • • •
• • 0 0 0 0
0 0 0 0 • • • • • • •
• • • • • • •
• • 0
0 •
0 • • • • • • •
1-Short periods only. 2-Swells. 3-Up to 20C only.
4-Up to 30C only. 5-Up to 100C only.
6-Up to medium concentration.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
. Tubing Ordering Information
Tube# Tube bore Bioprene Marprene Silicone Silicone Neoprene Butyl Tygon Fluorel
Peroxide Cured Platinum Cured
1.6mm (1/16") wall
112 0.5mm 1/50" 903.0005.016 902.0005.016 910.0005.016 913.0005.016
13 0.8mm 1/32" 903.0008.016 902.0008.016 910.0008.016 913.0008.016 920.0008.016
1.6mm 1/16" 903.0016.016 902.0016.016 910.0016.016 913.0016.016 920.0016.016 930.0016.016 950.0016.016 970.0016.016
16 3.2mm 7/8" 903.0032.016 902.0032.016 910.0032.016 913.0032.016 920.0032.016 930.0032m 6 950.0032.016 910.0032.016
25 4.8mm 3/16" 903.0048.016 902.0048.016 910.0048.016 913.0048.016 920.0048.016 930.0048.016 950.0048.016 970.0048.016
17 6.4mm 1/4" 903.0064.016 902.0064.016 910.0064.016 913.0064.016 920.0064.016 930.0064.016 950.0064.016 970.0064.016
18 8.0mm 5/16" 903.0080.016 902.0080.016 910.0080.016 913.0080.016 920.0080.016 930.0080.016 950.0080.016 970.0080.016
2.4mm (3/32") wall
119 1.6mm 1/16" 903.0016.024 902.0016.024 910.0016.024 913.0016.024
120 3.2mm 1/8" 903.0032.024 902.0032.024 910.0032.024 913.0032.024
15 4.8mm 3/16" 903.0048.024 902.0048.024 910.0048.024 913.0048.024
24 6.4mm 1/4" 903.0064.024 902.0064.024 910.0064.024 913.0064.024
121 8.0mm 5/16" 903.0080.024 902.0080.024 910.0080.024 913.0080.024
122 9.6mm 3/8'' 903.0096.024 902.0096.024 910.0096.024 913.0096.024
3.2mm (1 /8") wall
125 3.2mm 1/8" 930.0032.032
123 4.8mm 3/16" 910.0048.032 913.0048.032
26 6.4mm 1/4" 903.0064.032 902.0064.032 910.0064.032 913.0064.032 920.0064.032 930.0064.032 950.0064.032 970.0064.032
73 9.6mm 3/8'' 903.0096.032 902.0096.032 910.0096.032 913.0096.032 920.0096.032 930.0096.032 950.0096.032 970.0096.032
82 '12.7mm 1/2" 903.0127 .032 902.0127 .032 910.0127.032 913.0127.032 920.0127.032 930.0127.032 950.0127.032 970.0127 .032
184 15.9mm 5/8" 903.0159.032 902.0159.032 910.0159.032 913.0159.032 920.0159.032 930.0159.032 950.0159.032 970.0159.032
4:0mm .(5/32") wall
185 8.0mm 5/16" 903.0080.040 902.0080.040 910.0080.040 913.0080.040 920.0080.040
186 12.0mm 15/32" 903.0120.040 902.0120.040 910.0120.040 913.0120.040 920.0120.040
187 16.0mm 5/8" 903.0160.040 902.0160.040 910.0160.040 913.0160.040 920.0160.040
4.8mm (3/16") wall
193 9.6mm 3/8'' 903.0096.048 902.0096.048 910.0096.048 913.0096.048 920.0096.048
88 12.7mml/2" 903.0127.048 902.0127.048 910.0127.048 913.0127.048 920.0127.048
189 15.9mm 5/8" 903.0159.048 902.0159.048 910.0159.048 913.0159.048 920.0159.048
191 19.0mm 3/4" 903.0190.048 902.0190.048 910.0190.048 913.0190.048 920.0190.048 930.0190.048 970.0190.048
·. 92 25.4mm 1" 903.0254.048 902.0254.048 910.0254.048 913.0254.048 920.0254.048 930.0254.048
Tube
25mm Bioprene tube element 2 bar 088.0250.EOM 3.5 bar 088.0250.EOH
25mm Bioprene tube 2.7 meter length 2 bar 088.0250.00M 3.5 bar 088.0250.00H
40mni Bioprene tube element 2 bar 088.0400.EOM 3.5 bar 088.0400.EOH
40mm Bioprene tube 2.7 meter length 2 bar 088.0400.00M 3.5 bar 088.0400.00H
.Tube selection should initially be based on the chemical compatibility of
the material. Watson-Marlow Bredel has samples available for use in an
immersion test, which should be performed prior to making a tubing
decision if chemical compatibility information is not available. Normally
tubing is selected for the longest life, which will usually be Bioprene or
Marprene. Tube selection is also governed by the type of pumphead
utilized in the application.
• Tube bores from 0.5 to 8 mm with a wall thickness of 1.6 mm is
acceptable for use with Watson-Marlow Bredel's 300 Series and 501RL
pumpheads. These sizes in the silicone material are also acceptable for
the 102R pumphead up to 4.8 mm bore.
• Tube bores from 1.6 to 8 mm with a wall thickness of 2.4 mm can be
utilized with Watson-Marlow Bredel's S0SL and 501RL2 pumpheads.
• Tube bores from 3.2 to 15.9 mm with a wall thickness of 3.2 mm can
be utilized with Watson-Marlow Bredel's 603R pumphead.
• Tube bores from 8 to 16 mm with a wall thickness of 4 mm can be
utilized with Watson-Marlow Bredel's 605L pumphead.
WMB2431
• Tube bores from 9.6 to 25.4 mm with a wall thickness of 4.8 mm
can be utilized with Watson-Marlow Bredel's 701 R pumphead.
• The 25 mm bore Bioprene tubing is designed for use with the
Watson-Marlow Bredel's 825 Series pump assemblies.
• The 40 mm bore Bioprene tubing is designed for use with the
Watson-Marlow Bredel's 840 Series pump assemblies.
Watson.Marlow Bredel
37 UPTON TECHNOLOGY PARK, WILMINGTON. MA 01887
TEL: [phone] / FAX: [phone]
http://www.watson-marlow.com
http://www.bredel.com 02100