NC0023442_Renewal (Application)_20151110

P.O.Box 129 1903 North Harrison Avenue
Morrisville,NC 27560 ' Suite 102
Cary,NC 27513
919-467-1239
Fax [phone]
MACCONNELL
&ASSOCIATES, P.C.
November 9, 2015
Mr. Jon Risgaard
NCDEQ - Division of Water Resources
Water Quality Permitting Section
Wastewater Branch ►-
_!V h�UVVtC'
NPDES Wastewater
1617 Mail Service Center Nov 1 0 ZU15
Raleigh,North Carolina 27699-1617
Water quality
RE: Boise Cascade Moncure Facility perm�n9Sec�fOn
Onsite Wastewater Treatment System
MacConnell & Associates Project Number: A54801.00
Dear Mr. Risgaard:
Please find enclosed one original and two copies of the Application for Authorization to
Construct Permit for the above referenced project, which includes the following:
• Cover Letter (This letter),
• NPDES PERMIT APPLICATION—SHORT FORM C—Minor Industrial,
• Engineering Plans,
• Engineering Specifications,
• Construction Sequence Plan (Plan Sheet D-101), and
• Engineering Calculations
• Other Supporting Documentations.
With this application, we are requesting an Authorization to Construct modifications to the
existing discharge permit NC0023442. The existing lagoon system will be modified to provide
the following for treatment: two septic tanks in series, two (2) E-Z Treat recirculation tanks in
series, eight (8) E-Z Treat treatment pods, ultraviolet disinfection unit, a pump tank, and the
necessary appurtenances. The system is designed to treat and discharge up to 8,000 GPD of
domestic wastewater from workers.

The project will be constructed in two phases. Tankage and UV unit will be sized for 8,000 GPD
and installed initially. E-Z Treat pods and associated piping will be installed in two phases of
4,000 GPD each. The existing lagoon will remain in service area as a back-up system.
If you have any questions or require additional information, please contact me or Ciera Northern
at [phone].
Sincerely,
Gary S. MacConnell, PE
President
enclosures
cc: Bill Kopp, Boise Cascade
Brian Van Gelder, Boise Cascade
Ciera Northern, MacConnell & Associates, P.C.

Boise Cascade
Moncure Facility
Onsite Wastewater Treatment System
Moncure, North Carolina
Application Package
Project No.: A54801.00
Date: October 30, 2015
Q SEAL
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Prepared By:
MacConnell & Associates, P.C.
1903 N. Harrison Ave., Ste 101 P.O. Box 129
Cary, NC 27513 Morrisville, NC 27560
Phone: [phone] Fax: [phone]

r
Table of Information
• Project Narrative
• NPDES Application
• Calculations
• Project Specifications
• Manufacturers Literature FtECEIVEDIDENRIDWR
QV 10 2015
• Operation and Maintenance Water Quall
Permitting Sedw

I
Boise Cascade
Moncure Facility
Onsite Wastewater Treatment System
Project Narrative
MacConnell & Associates, P.C.
1903 N. Harrison Ave., Ste 101
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Project Narrative
General
Boise Cascade Wood Products, LLC owns and operates a wood processing facility located at 306
Corinth Road in Moncure, North Carolina. All domestic wastewater from the facility flows to a
permitted wastewater lagoon system, except for a small portion of flow from the modular office
building which goes to a septic system. The system is operating at less than one half(<4,000
GPD) of its permitted capacity of 8,000 GPD. The system has had trouble meeting its discharge
limits for BODS, TSS, and pH during the warmer months when there have been algae blooms at
the lagoon.
The owners propose to construct a discharge system utilizing two septic tanks in series, two (2)
E-Z Treat recirculation tanks (in series), eight (8) E-Z Treat treatment pods, ultraviolet
disinfection twit, a pump tank, and the necessary appurtenances. The system is designed to treat
and discharge up to 8,000 GPD of domestic wastewater from workers.
The project will be constructed in two phases. Tankage and UV unit will be sized for 8,000 GPD
and installed initially. E-Z Treat pods and associated piping will be installed in two phases of
4,000 GPD each.
Septic and Recirculation/Discharge Tanks
The proposed wastewater treatment system will provide both anaerobic treatment and solids
removal in two (2) 4,000 gallon septic tanks (in series) which will be provided by Dellinger
Precast or approved equal. Septic tank effluent will drain into two (2) E-Z Treat recirculation
tanks in series. The septic tank will contain a Polylok PL-525 or approved equal effluent filter to
prevent solids from reaching the recirculation tanks.
Two (2) 4,000 gallon E-Z Treat recirculation tanks will be provided by Dellinger Precast or
approved equal by engineer. The E-Z Treat recirculation tanks will serve as a holding tank for
both the septic tank effluent and E-Z Treat treatment unit effluent. An effluent bypass valve
located in the E-Z Treat recirculation tanks will separate the flow once the E-Z Treat treatment
unit is dosed. The effluent will be returned to the second E-Z Treat recirculation tank until the
bypass valve is closed, the remaining effluent will then flow through the ultraviolet (UV)
disinfection unit into the 2,000 discharge pump tank. Effluent will be recirculated through the E-
Z Treat treatment unit until additional septic tank effluent enters the E-Z Treat recirculation
chamber causing the bypass valve to close.
The discharge pump tank is located after the UV disinfection unit. Effluent from the ultraviolet
disinfection unit will flow into the pump tank. One of the two (2) alternating effluent pumps will
deliver the treated and disinfected effluent to an existing outfall located at the corner of the
existing lagoon.
Boise Cascade—Moncure Facility
Onsite Wastewater Treatinent System
MacConnell&Associates,P.C. Project No.: A54801.00 1

Boise Cascade Moncure Facility
E-Z Treat Treatment Unit
The E-Z Treat treatment unit will be used to provide additional treatment to the septic tank
effluent as well as removing any suspended solids not removed by the septic tank. The E-Z Treat
treatment unit includes housing, piped distribution system, sprinkler heads, and styrene media.
The underclrain system will transport the E-Z Treat treatment unit effluent back through an
effluent bypass valve into the recirculation chamber or to the ultraviolet disinfection unit.
Ultraviolet Disinfection
The effluent from the E-Z Treat treatment unit will be disinfected by ultraviolet light prior to
being discharged near a creek just outside the property line. The ultraviolet disinfection unit
shall be by E-Z Set Company (E-Z UV 30 GPM - 4 Bulb Unit) or approved equal by engineer.
Two of the bulbs in the lamps are on at all times. When a sensor identifies that the lamp is not
emitting light at the proper dose, the back up lamp will energize. An alarm light will let the
operator know to replace the lamp.
Lagoon Emergency Treatment System
The existing lagoon will remain in service as an emergency treatment system
Project Contacts
Names, addresses, phone and fax numbers of the owner and engineer are as follows:
Owner
Bill Kopp, Plant Manager
Moncure Plywood
306 Corinth Rd
Moncure,North Carolina 27559
Phone: [phone]
Fax: [phone]
Engineer
Mr. Gary S. MacConnell, PE
MacConnell & Associates, P.C.
1903 North Harrison Avenue, Suite 101
Cary,North Carolina 27513
P.O. Box 129
Morrisville,North Carolina 27560
Boise Cascade--Moncure Facility
Onsite Wastewater Treatment Systcm
MacConnell&Associates,P.C.Project No.; A54801.00 2

Boise Cascade Moncure Facility
Phone: [phone]
Fax: [phone]
Boise Cascade—Moncure Facility
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.: A54801.00 3

Boise Cascade
Moncure Facility
Onsite Wastewater Treatment System
NPDES Application
MacConnell & Associates, P.C.
1903 N. Harrison Ave., Ste 101
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number INCO023442
Please print or type.
1. Contact Information:
Owner Name Boise Cascade Wood Products, LLC
Facility Name Moncure Plywood
Mailing Address 306 Corinth Rd
City Moncure RECEIVED/DENROR
State / Zip Code NC, 27559 W(jV 1 0 7015
Telephone Number [phone]
a.
Fax Number [phone] ftrMhting Section
e-mail Address [e-mail]
2. Location of facility producing discharge:
Check here if same as above
Street Address or State Road
City
State / Zip Code
County
3. Operator Information:
Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Facility Name Moncure Plywood
Mailing Address 306 Corinth Rd
City Moncure
State / Zip Code NC/27559
Telephone Number 919-542-2311
Fax Number 866-333-1915
4. Ownership Status:
Federal ❑ State ❑ Private ® Public ❑
Page 1 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
5. Standard Industrial Classification (SIC) code(s): 2436
6. Number of employees: 190
7. Describe the treatment system List all installed waste treatment components with capacities,
describe the processes that generate wastewaters. If the space provided is not sufficient attach a
separate sheet of paper with the system description.
In reviewing the various options and methods for mitigating the algae problem in the domestic
wastewater lagoon at the Moncure Facility, the preferred technical option would be to replace
the lagoon system with a total permitted (8,000 GPD) system: the septic tank, E-Z Treat, and
UV disinfection system. The existing lagoon will remain in place as a backup system in
emergency situations. Construction will be in two phases with the first phase for 4,000 GPD
and the second phase for an additional 4,000 GPD for a total of 8,000 GPD.
8. Is facility covered under federal effluent limitation guidelines? No ® Yes ❑
If yes, specify the category?
9. Principal product(s) produced: Wood products, plywood, veneer
Principal raw material(s) consumed: Wood
Briefly describe the manufacturing process(es):
The manufacturing of softwood or hardwood plywood consists of nine main processes: log storage, log
debarking and bucking, heating the logs, peeling the logs into veneers, drying the veneers, gluing the
veneers together, pressing the veneers in a hot press, plywood cutting, and other finishing processes
such as sanding.
Page 2 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
10. Amount of principal product produced or raw material consumed
List specific amounts consumed and/or units of roduction over the last three ears
Product Produced or Raw Material Product Produced or Raw Material
Consumed Consumed
AVERAGE PEAK
per Day N/A N/A
per Month N/A N/A
per Year N/A N/A
11. Frequency of discharge: Continuous ® Intermittent ❑
If intermittent:
Days per week discharge occurs: 7 Duration: 24 hours
12. Types of wastewater discharged to surface waters only
Discharge Flow
GALLONS PER DAY
Sanitary - monthly average < 4,000 GPD current, <8,000 GPD future
Utility water, etc. - monthly average 0
Process water - monthly average 0
Stormwater- monthly average >8,000 GPD when raining
Other-monthly average
Explain: 0
Monthly Average < 4,000 GPD current, <8,000 GPD future, greater
total discharge (all types) when raining.
13. Number of separate discharge points: 7 Outfall Identification number(s) 1-6, 1
14. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including
latitude and longitude):
See Attached
Page 3 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
15. Effluent Data [for new or proposed discharges]
Provide data for the parameters listed. Temperature and pH shall be grab samples, for all other
parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily
maximum and monthly average. If only one analysis is reported, report as daily maximum.
NOTE:Permittees requesting renewal should complete the table ONLY for the parameters
currently monitored. Summarize the ast 3 years of effluent data.
Parameter Daily Monthly Units of
Maximum Average Measurement
Biochemical Oxygen Demand (BODS) !05 s30 mg/1
Chemical Oxygen Demand (COD) N/A N/A N/A
Total Organic Carbon N/A N/A N/A
Total Suspended Solids _<135 <_90 mg/1
Ammonia as N N/A s22 mg/1
Temperature (Summer) 90 of
Temperature (Winter) 30 of
pH > 6.0and < 9.0 > 6.0and < 9.0 N/A
Fecal Coliform (If sanitary waste is G.M. 400/100 G.M. 200/100 ml
present)
,otalResidual Chlorine (if chlorine is N/A 28 µg/l
ed)
16. List all permits, construction approvals and/or applications (check all that apply and provide
permit numbers or check none if not applicable):
Type Permit Number Type Permit Number
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA) Ocean Dumping (MPRSA)
NPDES NCO023442 Dredge or fill (Section 404 or CWA)
PSD (CAA) Other
Non-attainment program (CAA)
17. List any chemicals that may be discharged (Please list and explain source and potential
amounts.)
N/A
Page 4 of 5 C-MI 10/08

NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Minor industrial, manufacturing and commercial facilities.
18. Is this facility located on Indian country? (check one)
Yes ❑ No
19. Applicant Certification
I certify that I am familiar with the information contained is the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Bill Kopp Plant Manager
Printed nam Person Signing Title
�
11/9/2015
gnature of Applicant Date
North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any
false statement representation, or certification in any application, record, report, plan, or other
document files or required to be maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or
maintained under Article 21 or regulations of the Environmental Management Commission
implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed
$25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a
punishment by a fine of not more than $25,000 or imprisonment not more than 5 years, or both, for a
similar offense.)
Page 5 of 5 C-MI 10108

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Boise Cascade
Moncure Facility
Onsite Wastewater Treatment System
RECEIVEDIDENR/DWR
NOV 1 0 2015
Water Quatity
Permitting Section
Calculations
MacConnell & Associates, P.C.
1903 N. Harrison Ave., Ste 101
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

MacConne118z Associates, P.C.
Client: Boise Cascade-Moncure Facility
Project: Onsite Wastewater Treatment System
Project No.: A54801.00
Location: Chatham County,North Carolina
Subject: Dosing Calculations
Date: October 30,2015
Installed System Components Capacity Units
Septic Tanks 8,000 (2 @ 4,000) Gallons
E-Z Treat Filter Dosing Tank 8,000 (2 @ 4,000) Gallons
E-Z Treat Treatment Pods 8 Pods(4 Pods Each Phase)
Submersible Simplex Turbine Pumps 2 Sets @ 25 Gallons/Minute per pump
Discharge Tank
Ultraviolet Disinfection Unit E-Z UV 30 GPM-4 Bulb Unit

MacConnell & Associates, P.C.
Client: Boise Cascade-Moncure Facility
Project: Onsite Wastewater Treatment System
Project No.: A54801.00
Location: Chatham County, North Carolina
Subject: E-Z Treat System For Present Conditions (4,000 GPD)(Phase 1)
Date: October 30, 2015
Design Flow:
Current Design Flow: 4,000 Gallons/Day
Future Addition: 4,000 Gallons/Day
Future Total: 8,000 Gallons
Current Septic Tank Detention: 2.00 Days
E-Z Treat Pods Required: 4 Pods
E-Z Treat Pods Required (Groups of 4): 1 Groups
E-Z Treat Re-Circulation Ratio: 8.5 Times ADF
Total E-Z Treat Flow per Day: 34,000 Gallons
Total E-Z Treat Flow per Day per Pod Group: 34,000 Gallons
E-Z Treat Re-Circulation Cycles per Day per Group: 354 Cycles
E-Z Treat Volume per Dose (1 pods): 96 Gallons
Re-Circulation Timer On: 2 Minutes
Re-Circulation Timer Off: 2 Minutes
Time Between Doses 16 Minutes
Minimum Re-Circulation Tanks Volume: 8,000 Gallons
Septic Tank Gallons Returned per Pod Group: 2,833 Gallons/Day
Septic Tank Return Setting: 4 GPM
E-Z Treat Surface Area: 256 Square Feet
E-Z Treat Loading Rate: 15.6 GPD/Sq Ft
Pump Selection: Sta-Rite 30DOM05221

MacConnell&Associates,P.C.
Client: Boise Cascade-Moncure Facility
Project: Onsite Wastewater Treatment System
Project No.: A54801.00
Location: Chatham County,North Carolina
Subject: Process Calculations For Present Conditions(4,000 GPD)
Date: October 30,2015 y
Assumptions And Calculations: Notes:
Dcsi?n Flow:
Average Daily Design Flow(ADF): 4,000 Gallons/Day Draft Permit
Influent Characteristics:
BOD(5-Day): 300 mg/I From EPA Design Manual
TSS: 300 mg/1 From EPA Design Manual
Ammonia: 22 mg/I From EPA Design Manual
Fecal Coliforms: 1010 Number From EPA Design Manual
Turbidity: N/A Not applicable due to solids content.
Effluent Characteristics:
/Monthly Avg.BOD(5-Day): <30 mg/I Proposed Effluent Limit
Daily Max.BOD(5-Day): <45 mg/I Proposed Effluent Limit
Monthly Avg.TSS: <30 mg/I Proposed Effluent Limit
Daily Max.TSS: <45 mg/I Proposed Effluent Limit
Monthly Avg.Ammonia: <22 mg/l Proposed Effluent Limit
Monthly Avg.Fecal Coliform: G.M.200/100 ml Proposed Effluent Limit
Daily Max.Fecal Coliform: G.NI.4001100 ml Proposed Effluent Limit
Sentic Tank:
Minimum Septic Tank Volume(future capacity) 8,000 Gallons Per 15A NCAC 18 A.1952(b)(2)(D),V=Q
Septic Tank Detention: 2.00 Days V/Q
BOD Removal: 40 Percent Given
TSS Removal: 40 Percent Given
Ammonia Removal: 0 Percent Given
Fecal Coliform Removal: NIA Given
Septic Tank Effluent BOD(5-bay): 180 mg/I Concentration-Percent Removed
Septic Tank Effluent TSS: 180 mg/i Concentration-Percent Removed
Septic Tank Effluent Ammonia: 22 mg/l Concentration-Percent Removed
Septic Tank Effluent Fecal Coliforms: 1010/100 ml Assumed no removal.
Media Filters(E-Z Treat Pod):
Pod Dimension-Length 7.75 Feet Given
Pod Dimension-Width 7.75 Feet Given
Pod Dimension-Height 3 Feet Given
Pod Surface Area 60 Feet L x W
Rated Loading Rate per Pod 1,200 Gallons/Day Given
E-7,,Treat Pods Required: 3.33 Pods ADF/Pod Loading Rate
E-Z Treat Pods Used: 4 Pods Pods Required Rounded
E-Z Treat Re-Circulation Ratio: 8.5 Times ADF Given
Total E-Z Treat Flow per Day: 34,000 Gallons ADF*EZ Treat Recirculation Ratio
E-Z Treat Dose per Pod: 96 Gallons Given

Pods Dosed per Cycle: 1 Pods Given
E-Z Treat Volume per Dose(1 pods): 96 Gallons Dose her Pod x Pods Dosed
Pump Set#1 4 Pods
Flow per Day: 34,000 Gallons Total Flow*0 of Pods in Set/Total#of Pods
Re-Circulation Cycles per Day: 354 Cycles Flow!Volume per Dose
Re-Circulation Timer On: 2 Minutes Given
Re-Circulation Timer Off: 2 Minutes Given
Time Between Doses 16 Minutes Given
E-Z Treat Re-Circulation Cycles per Day: 354 Cycles E-Z'1'reat Flow/Volume per Dose
Re-Circulation Timer On: 2 Minutes Given
Re-Circulation Timer Off: 2 Minutes Given
Minimum Re-Circulation Tanks Volume: 7,000 Gallons Given
Septic Tank Return Flow: 4 GPM Given
Septic Tank Gallons Returned: 2,833 Gallons/Day Denitrification Return Flow x Cycles x Timer On
E-Z Treat Surface Area: 240 Square Feet Number of Pods x Surface Area
E-Z'1'reat Loading Rate: 16.6 GPD/Sq Ft ADF/Surface Area
Pump Selection: Sta-Rite 30DOM05221 Given
130D Removal: 90 Percent Given
TSS Removal: 90 Percent Given
Ammonia Removal: 90 Percent Given
Fecal Coliform Removal: 0 Percent Given
Media Filter Effluent BOD(5-Day): 18 mg/l Concentration-Percent Removed
Media Filter Effluent TSS: 18 mg/l Concentration-Percent Removed
Media Filter Effluent Ammonia: 2.2 mg/l Concentration-Percent Removed
Media Filter Effluent Fecal Coliforms: 10,1100 ml Assumed no removal.
Media Filter Effluent Turbidity: N/A Assumed no removal.
UV Disinfection:
UV Unit Dosing Rate: 25.0 gpm Flow Rate
Number of Units: 1 Units Pump Flow/Dosing Rate
BOA Removal: 0 Percent Given
TSS Removal: 0 Percent Given
Ammonia Removal: 0 Percent Given
Fecal Coliform Removal: 99.999999200 Percent Given
Turbidity Removal: 0 Percent Given
UV Effluent BOD(5-Day): 18.0 mg/l Concentration-Percent Removed
UV Effluent TSS: 18.0 mg/l Concentration-Percent Removed
UV Effluent Ammonia: 2.2 mg/l Concentration-Percent Removed
UV Effluent Fecal Coliforms: G.M.100/100 ml Concentration-Percent Removed

MacConnell & Associates, P.C.
Client: Boise Cascade -Moncure Facility
Project: Onsite Wastewater Treatment System
Project No.: A54801.00
Location: Chatham County,North Carolina
Subject: E-Z Treat System For Future Conditions (8,000 GP.D)(Phase 2)
Date: October 30, 2015
Design Flow:
Future Total Design Flow (Phase 2): 8,000 Gallons/Day
Future Septic Tank Detention: 1.00 Days
E-Z Treat Pods Required: 8 Pods
E-Z Treat Pods Required (Groups of 4): 2 Groups
E-Z Treat Re-Circulation Ratio: 8.5 Times ADF
Total E-Z Treat Flow per Day: 68,000 Gallons
Total E-Z Treat Flow per Day per Pod Group: 34,000 Gallons
E-Z Treat Re-Circulation Cycles per Day per Group: 354 Cycles
E-Z Treat Volume per Dose (1 pods): 96 Gallons
Re-Circulation Timer On: 2 Minutes
Re-Circulation Timer Off: 2 Minutes
Time Between Doses 16 Minutes
Minimum Re-Circulation Tanks Volume: 8,000 Gallons
Septic Tank Gallons Returned per Pod Group: 5,667 Gallons/Day
Septic Tank Return Setting: 4 GPM
E-Z Treat Surface Area: 512 Square Feet
E-Z Treat Loading Rate: 15.6 GPD/Sq Ft
Pump Selection: Sta-Rite 30DOM05221

MacConnell & Associates, P.C.
Client: Boise Cascade-Moncure Facility
Project: Onsite Wastewater Treatment System
Project No.: A54801.00
Location: Chatham County,North Carolina
Subject: Process Calculations For Future Conditions(8,000 GPD)
Date: October 30,2015
Assumptions And Calculations: Notes:
Design Flow:
Average Daily Design Flow(ADF): 8,000 Gallons/Day Draft Permit
Influent Characteristics:
BOD(5-Day): 300 mg/l From EPA Design Manual
TSS: 300 mg/l From EPA Design Manual
Ammonia: 22 mg/l From EPA Design Manual
Fecal Coliforms: 1010 Number From EPA Design Manual
Turbidity: N/A Not applicable due to solids content.
Effluent Characteristics:
Monthly Avg.BOD(5-Day): <30 mg/l Proposed Effluent Limit
Daily Max.BOD(5-Day): <45 mg/l Proposed Effluent Limit
Monthly Avg.TSS: <30 mg/l Proposed Effluent Limit
Daily Max.TSS: <45 mg/l Proposed Effluent Limit
Monthly Avg.Ammonia: <22 mg/l Proposed Effluent Limit
Monthly Avg.Fecal Coliform: G.M.200/100 ml Proposed Effluent Limit
Daily Max.Fecal Coliform: G.M.400/100 in] Proposed Effluent Limit
Septic Tank:
Minimum Septic Tank Volume(future capacit, 8,000 Gallons Per 15A NCAC 18 A.1952(b)(2)(D),V=Q
Septic Tank Detention: 1.00 Days V/Q
BOD Removal: 40 Percent Given
TSS Removal: 40 Percent Given
Ammonia Removal: 0 Percent Given
Fecal Coliform Removal: N/A Given
Septic Tank Effluent BOD(5-Day): 180 mg/l Concentration-Percent Removed
Septic Tank Effluent TSS: 180 mg/l Concentration-Percent Removed
Septic Tank Effluent Ammonia: 22 mg/l Concentration-Percent Removed
Septic Tank Effluent Fecal Coliforms: 1010 /100 m] Assumed no removal.
Media Filters(E-Z Treat Pod):
Pod Dimension-Length 7.75 Feet Given
Pod Dimension-Width 7.75 Feet Given
Pod Dimension-height 3 Feet Given
Pod Surface Area 60 Feet L x W

Rated Loading Rate per Pod 1,200 Gallons/Day Given
E-Z Treat Pods Required: 6.67 Pods ADF/Pod Loading Rate
E-Z Treat Pods Used: 8 Pods Pods Required Rounded
E-Z Treat Re-Circulation Ratio: 8.5 'Times ADF Given
Total E-Z Treat Flow per Day: 63,000 Gallons ADF*EZ Treat Recirculation Ratio
E-Z Treat Dose per Pod: 96 Gallons Given
Pods Dosed per Cycle: I Pods Given
E-Z Treat Volume per Dose(1 pods): 96 Gallons Dose per Pod x Pods Dosed
Each Pump Set(2 Total) 4 Pods (8 Total Pods,2 Duplex Pump Stations)
Flow per Day: 34,000 Gallons Total Flow*#of Pods in Set/Total 4 of Pods
Re-Circulation Cycles per Day: 354 Cycles Flow/Volume per Dose
Re-Circulation Timer On: 2 Minutes Given
Re-Circulation Timer Off: 2 Minutes Given
Time Between Doses 16 Minutes Given
E-Z Treat Re-Circulation Cycles per Day: 708 Cycles E-Z Treat Flow/Volume per Dose
Re-Circulation Timer On: 2 Minutes Given
Re-Circulation Timer Off: 2 Minutes Given
Minimum Re-Circulation Tanks Volume: 7,000 Gallons Given
Septic Tank Return Flow: 4 GPM Given
Septic Tank Gallons Returned: 5,667 Gallons/Day Denitrifleation Return Flow x Cycles x Timer On
E-Z Treat Surface Area: 480 Square Feet Number of Pods x Surface Area
E-Z Treat Loading Rate: 16.7 GPD/Sq Ft ADF/Surface Area
Pump Selection: Sta-Rite 30DOM05221 Given
BOD Removal: 90 Percent Given
TSS Removal: 90 Percent Given
Ammonia Removal: 90 Percent Given
Fecal Coliform Removal: 0 Percent Given
Media Filter Effluent BOD(5-Day): 18 mg/l Concentration-Percent Removed
Media Filter Effluent TSS: 18 mg/l Concentration-Percent Removed
Media Filter Effluent Ammonia: 2.2 mg/l Concentration-Percent Removed
Media Filter Effluent Fecal Coliforms: 1010 /100 ml Assumed no removal.
Media Filter Effluent Turbidity: N/A Assumed no removal.
UV Disinfection:
UV Unit Dosing Rate: 25.0 gpm Flow Rate
Number of Units: I Units Pump Flow/Dosing Rate
BOD Removal: 0 Percent Given
TSS Removal: 0 Percent Given
Ammonia Removal: 0 Percent Given
Fecal Coliform Removal: 99.999999200 Percent Given
Turbidity Removal: 0 Percent Given
UV Effluent BOD(5-Day): 18.0 mg/1 Concentration-Percent Removed
UV Effluent TSS: 18.0 mg/1 Concentration-Percent Removed
UV Effluent Ammonia: 2.2 mg/l Concentration-Percent Removed

UV Effluent Fecal Coliforms: G.M.100 /100►nl Concentration-Percent Removed

Client: Boise Cascade-Moncure Facility MacConnell&Associates,P.C.
Subject: Onsite Wastewater Treatment System 1903 North Harrison Avenue,Suite 101
Date: October 30,2015 Cary,NC 27513
Buoyancy Calculations 4,000 Gallon Septic Tank
Weight of Tank: Assume the followinq densities&Weights:
O.D.Riser Diameter= 4.00 Feet Concrete= 150 Pounds per Cubic Foot
I.D. Riser Diameter= 3.00 Feet Water= 62.4 Pounds per Cubic Foot
Riser Height= 1.75 Feet Soil= 100 Pounds per Cubic Foot
Number of Risers= 1
Total Riser Volume= 21.99 Cubic Feet 24-Inch Manhole Frame&Cover= 255 Pounds
O.D.Riser Diameter= 3 Feet
I.D. Riser Diameter= 2 Feet Additional Ballast.
Riser Height= 1.75 Feet
Number of Risers= 1 Deadman Height= 1.50 Feet
Total Riser Volume= 12.37 Feet Deadman Width= 1.50 Feet
Deadman Length= 12.00 Feet
Tank Top Length= 13.92 Feet Number of Deadmen= 2
Tank Top Width= 6.50 Feet
Tank Top Thickness= 0.58 Feet
Tank Top Volume= 18.40 Cubic Feet Concrete Ballast= 2.00 Cubic Yard
Top Surface Area of Ballast= 36 Square Foot
Tank Bottom Length= 13.92 Feet
Tank Bottom Width= 6.50 Feet
Tank Bottom Thickness= 0.58 Feet Extra Volume of Concrete= 54.00 Cubic Feet
Tank Bottom Volume= 52.77 Cubic Feet
��Extra Weight of Concrete= 8,100 Pounds
Tank Side Length= 13.92 Feet
Tank Side Height= 8.58 Feet Volume of Soll over Ballast= 351.00 Cubic Feet
Tank Side Thickness= 0.63 Feet
Total Tank Sides Volume= 149.31 Cubic Feet lWelght of Soil over Ballast= 35,100 Pounds
Tank End Width= 5.50 Feet Volume of Concrete in Tank= 293.26 Cubic Feet
Tank End Height= 8.58 Feet
Tank End Thickness= 0.63 Feet Weight of Tank= 43,990 Pounds
Total Tank Ends Volume= 59.01 Cubic Feet
Volume of Concrete in Risers= 14.14 Cubic Feet
Baffle Wall Width= 5.50 Feet
Baffle Wall Height= 8.58 Feet �Weight of Risers= 2,121 Pounds
Baffle Wall Thickness= 0,29 Feet
Baffle Wall Volume= 13.77 Cubic Feel Soil Volume over Tank= 47.32 Cubic Feet
Total Tank Side Height= 9.75 Feet �Welght of Soil over Tank= 4,732 Pounds
Minimum Soil Depth= 1.50 Feet Number of MH Frame&Covers- 2.00 Each
Minimum Water Weight: Weight of Manhole Frame&Covers= 510 Pounds
Depth of Water In Tank= 0.00 Feet
Inside Wet Length of Tank= 12.63 Feet Inside Water Volume of Tank= 0.00 Cubic Feet
Inside Width of Tank= 5.50 Feet
Inside Height of Tank= 8.58 Feet
Weight of Water in Tank= 0 Pounds
Total Downward Forces 94,552 Pounds Buoyant Force of Tank= 55,035 Pounds
Buo ant Force of Riser= 1,838 Pounds
Total Tank Volume= 881.97 Cubic Feet
Buo ant Force of Soil over Tank= 2,953 Pounds
Total Riser Volume= 29.45 Cubic Feet
EE ant Force of Concrete= 3,370 Pounds
Volume of Soil over Tank= 47.32 Cubic Feet
Buo ant Force of Soil over Ballast= 21,902Pounds
Extra Concrete Volume= 54.00 Cubic Feet
Volume of Soil over Ballast= 351.00 Cubic Feet
Total Upward Forces= 85,098 Pounds
Factor of safety= Total Downward= 1.11
Total Upward

Client: Boise Cascade-Moncure Facility MacConneii&Associates,P.C.
Subject: Onsite Wastewater Treatment System 1903 North Harrison Avenue,Suite 101
Date: October 30,2015 Cary,NC 27513
Buoyancy Calculations 2,000 Gallon Pump Tank
Weight of Tank: Assume the following densities&Weights:
0,D.Riser Diameter= 4.00 Feet Concrete= 150 Pounds per Cubic Foot
I.D.Riser Diameter= 3.00 Feet Water= 62.4 Pounds per Cubic Foot
Riser Height= 1.75 Feet Soil= 100 Pounds per Cubic Foot
Number of Risers= 1
Total Riser Volume= 21.99 Cubic Feel 24-Inch Manhole Frame&Cover= 255 Pounds
O.D.Riser Diameter= 3 Feet
1.D.Riser Diameter= 2 Feet Additional Ballast:
Riser Height= 1.75 Feet
Number of Risers= 1 Deadman Height= 1,50 Feet
Total Riser Volume= 12.37 Feet Deadman Width= 1,50 Feet
Deadman Length= 12.00 Feet
Tank Top Length= 13.92 Feet Number of Deadmen= 1
Tank Top Width= 6.50 Feet
Tank Top Thickness= 0.58 Feet
Tank Top Volume= 18.40 Cubic Feet Concrete Ballast= 1.00 Cubic Yard
Top Surface Area of Ballast= 18 Square Foot
Tank Bottom Length= 13.92 Feet
Tank Bottom Width= 6.50 Feet
Tank Bottom Thickness= 0.58 Feet Extra Volume of Concrete= 27.00 Cubic Feet
Tank Bottom Volume= 52.77 Cubic Feet
Extra Weight of Concrete= 4,050 Pounds
Tank Side Length= 13.92 Feet
Tank Side Height= 4.83 Feet Volume of Soil over Ballast= 108.00 Cubic Feet
Tank Side Thickness= 0.63 Feet
Total Tank Sides Volume= 84.08 Cubic Feet Weight of Soil over Ballast= 10,800 Pounds
Tank End Width= 5.50 Feet Volume of Concrete In Tank= 196.23 Cubic Feet
Tank End Height= 4.83 Feet
Tank End Thickness= 063 Feet Weight of Tank= 29,435 Pounds
Total Tank Ends Volume= 3323 Cubic Feet
�=Weiqhtof
crete in Risers= 14.14 Cubic Feet
Baffle Wall Width= 5.50 Feet
Baffle Wail Height= 4.83 Feet s= 2,121 Pounds
Baffle Wall Thickness= 0.29 Feet
Baffle Wall Volume= 7.75 Cubic Feet Soil Volume over Tank= 47.32 Cubic Feet
Total Tank Side Height= 6.00 Feet Weight of Soil over Tank= 4,732 Pounds
Minimum Sell Depth= 1.50 Feet =Weightof
Frame&Covers: 2.00 Each
Minimum Water Weight; ole Frame&Covers= 510 Pounds
Depth of Water In Tank= 0.00 Feet
Inside Wet Length of Tank= 12.63 Feet Leight
side Water Volume of Tank= 0.00 Cubic Feet
Inside Width of Tank= 5.50 Feet
Inside Height of Tank= 4.83 Feet of Water in Tank= 0 Pounds
Total Downward Forces= 51,648 Pounds Buoyant Force of Tank= 33,868 Pounds
Buo ant Force of Riser= 1,838 Pounds
Total Tank Volume= 542,75 Cubic Feet
Buo ant Force of Soil over Tank= 2,953 Pounds
Total Riser Volume= 29.45 Cubic Feet
Buo ant Force of Concrete= 1,685 Pounds
Volume of Soil over Tank= 47.32 Cubic Feet
Buo ant Force of Soil over Ballast= 6,739 Pounds
Extra Concrete Volume= 27.00 Cubic Feet
Volume of Sol]over Ballast= 108.00 Cubic Feet
Total Upward Forces= 47,082 Pounds
Factor of safety= Total Downward= 1.10
Total Upward

Boise Cascade-Moncure Facility
Onsite Wastewater Treatment System Designed by:CMN
Chatham County,North Carolina Checked by: GSM
Date: October 30,2015
Total Dynamic Head:
Hazen Williams"C"Factor
Determine Static Head C= 140
Forcemain Pressure 000 feet
High Pt. In FM= 97,40 feet Puma Station Design Flow
Pump Off Elev= 92.70 feet
Pressure @ Pod 46.13 feet Flow set by design.
50.83 feet Q= 25 GPM
Total Static Head= 50.83 feet
Force Main Diameter
d= 2 inches
Determine Losses in the Force Main(HI+Hf)
Determine Equivalent Length of Force Main Size in. Size in. Size in.
1.5"SCH 80 1 1.5"SCH 40 2"SCH 40
Eq.Len. 1.5" Eq. Len. 1.5" Eq.Len 2"
Size in Length Ft. Number Eq. Length Sch 80 Sch 40 Sch 40
System Piping 1.5"SCH 80 86 1 86 86 0 0
Check Valve 1.5"SCH 80 2 14 28 0 0
Gate/Ball Valve 1.5"SCH 80 1 1 1 0 0
Coupling 1.5"SCH 80 1 1.5 1.5 0 0
90 Degree Elbow 1.5"SCH 80 11 5 55 0 0
Tee 1.5"SCH 80 1 8 8 0 0
Tee 1.5"SCH 80 1 2.7 2.7 0 0
1.5"x.75"Reducer 1.5"SCH 80 1 1.5 1.5 0 0
Forcemain 2"SCH 40 812.8 1 812.8 0 0 813
45 Deciree Bend 2"SCH 40 6 3 0 0 18
Note:Above includes existing County Installed service connection.
Total Eq.Length(feet)= 183.70 0.00 830.80
HI+Hf=0.2083'(100/c)^1.85'(Q^1.85/d^4.87)"(Eq. Length/100)= 10.99 0.00 0.00
Total Head Loss(HI+ Hf)= 10.99 Feet
KRain Total Head 6.92 Feet
Total Dynamic Head=Static+HI+ Hf= 68.74 feet Pump Curve Data
Develop System Curve Pump: Sta-Rite 30DOM05121
Use flow rates above and below for the design flow rate. The flow rates will Flow Rate Q TDH feet
be used to calculate the total dynamic head at each flow rate. These 0 98.00
combinations of flow vs. head will be used to plot a curve against a 10 94.00
known pump curve. 20 80.00
30 60.00
40 20.00
50 0.00
System Curve Data 60 0.00
70 0.00
1.5"Sch 80 2"Sch 40
Static Head Pipe Velocity 1.5"Sch 40 Pipe Pipe Velocity
Flow Rate Q TDH feet Feet HI+Hf Feet f s Velocity f s
0 50.83 50.83 0.00 0.00 000 000
10 52.85 50.83 2.02 1.82 1.58 0.96
20 56.10 50.83 7.27 3.63 3,15 1.91
30 66.23 50.83 15.40 5.45 4.73 2.87
40 77.05 50.83 26.22 7.26 6.30 3.82
50 90.46 50.83 39.63 9.08 7.88 4.78
60 106.35 50.83 55.52 10.89 9.46 5.74

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1 1 1 1 �1 1 •1 1

TABLE OF CONTENTS
Description Pau Number
TECHNICAL SPECIFICATIONS
DIVISION 1 GENERAL REQUIREMENTS
Section 01000 Summary of Work 01000-1
Section 01025 Measurement& Payment 01025-1
Section 01060 Standards &Materials 01060-1
Section 01205 Procedures & Quality Control 01205-1
Section 01340 Submittals 01340-1
Section 01500 Temporary Facilities 01500-1
Section 01705 Project Close-Out 01705-1-
DIVISION 2 SITE WORK
Section 02100 Site Preparation&Earthwork 02100-1
Section 02400 Erosion Control 02400-1
Section 02420 Fertilizing, Seeding, & Mulching 02420-1
DIVISION 3 CONCRETE WORK
Section 03314 Pre-Cast Concrete Structures 03314-1
DIVISION 4 MASONRY
This Division is not used.
DIVISION 5 METALS
This Division is not used.
DIVISION 6 WOOD AND PLASTICS
This Division is not used.
DIVISION 7 THERMAL AND MOISTURE PROTECTION
This Division is not used.
DIVISION S DOORS AND WINDOWS
This Division is not used.
DIVISION 9 FINISHES
This Division is not used.
DIVISION 10 SPECIALTIES
This Division is not used.
Boise Cascade-Moncure Facility Table of Contents
Onsitc Wastewater Treatment System
MacConnell&Associates,P.C.Project No.: A54801.00 TOC-1

Description (continued) Page Number
DIVISION 11 EQUIPMENT
Section 11307 Ultraviolet Disinfection Units 11307-1
Section 11401 Effluent Filter Assembly 11401-1
Section 11905 Autodialer 11905-1
Section 11908 Submersible Turbine Pumps 11908-1
Section 11989 Recirculating Media Filter 11989-1
DIVISION 12 FURNISHINGS
This Division is not used.
DIVISION 13 SPECIAL CONSTRUCTION
Section 13300 Instrumentation and Controls 13300-1
DIVISION 14 CONVEYING SYSTEMS
This Division is not used.
DIVISION 15 MECHANICAL
Section 15060 Pipe and Pipe Fittings 15060-1
Section 15079 Pipe Accessories 15079-1
Section 15100 Valves and Related Appurtenances 15100-1
DIVISION 16 ELECTRICAL
Section 16010 Electrical Requirements 16010-1
Section 16020 Codes and Standards 16020-1
Section 16051 Nameplates 16051-1
Section 16052 Touch Up and Finish 16052-1
Section 16110 Raceways and Fittings 16110-1
Section 16123 Wire and Cable - 600 Volts and Below 16123-1
Section 16130 Outlet Boxes, Junctions and Pull Boxes, and Wireways 16130-1
Section 16140 Wiring Devices 16140-1
Section 16160 Circuit Breakers 16160-1
Section 16450 Grounding and Bonding 16450-1
Section 16512 Outdoor Lighting 16512-1
CONSTRUCTION EXECUTION DOCUMENTS
CONSTRUCTION CONTRACT CC-1
PERFORMANCE BOND PEB-1
PAYMENT BOND PAB-1
POWER OF ATTORNEY PA-1
INSURANCE CERTIFICATES IC-1
APPROVAL OF THE ATTORNEY GENERAL AG-1
Boise Cascade-Moncure Facility Table of Contents
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.ProjectNo.: A54801,00 TOC-2

END OF TABLE OF CONTENTS
Boise Cascade-Moncure Facility Table of Contents
Onsite Wastewater Treatment System
MacConnell&Associates,Y.C.Project No.; A54801.00 TOC-3

Boise Cascade
Moncure Facility
Onsite wastewater Treatment System
0
Project Specifications
MacConnell & Associates, P.C.
1903 N. Harrison Ave., Ste 101
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

SECTION 01000
SUMMARY OF WORK
PART 1 - GENERAL
1.01 Description of Work
A. Work shall involve the treatment facility upgrade described below.
B. The project work associated with the Contract is to be completed in 90 calendar days
(i.e., 60 calendar days for substantial completion plus 30 calendar days for project
close-out). This project will install a new wastewater treatment facility for Boise
Cascade Moncure Facility.
1.02 Principal Items of Work
A. Included, but not limited thereto, as principal items of work under the Wastewater
Contract, are:
1. Procurement of the required permits, mobilization to the project site, and
establishment of any required temporary facilities.
2. Clearing and grubbing of areas where construction of the wastewater treatment
facility components is to take place.
3. Installation of required erosion and sedimentation control facilities.
4. Installation of precast concrete structures including: two (2) septic tanks, two (2)
recirculation tanks (one used for dosing), one (1) discharge pump tank, one (1)
UV disinfection unit, one (1) main electrical panel with disconnect, control
panels, two (2) GFI receptacles, four (4) dosing pumps (2 future) , two (2)
discharge pumps, one (1) autodialer, four (4) EZ Treat pods for Phase One and
four (4)EZ Treat pods for Phase Two, area light as well as their related equipment
and appurtenances.
5. Performance of any excavation, filling, and grading work associated with the
wastewater treatment facility.
6. Fertilization, seeding, and mulching of all areas disturbed by this construction.
7. Completion of electrical work as outlined in "Division 16 - Electrical" of these
Contract Specifications.
Boise Cascade-Moncure Facility Summary of Work
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.,Project No.. A54801.00 01000-1

8. All other items required for a complete and operating wastewater treatment
facility, as directed by the Contract Documents and the permit granted by the
North Carolina Department of Environment&Natural Resources.
B. Technical specifications for the Contract are contained herein in Divisions t through
t 6. All work shown on the Contract Drawings is covered by the Contract.
1.03 Construction Sequence
A. Contractor's Schedule: Requirements for scheduling of work are stated in the
Supplemental General Conditions,
PART 2-PRODUCTS
This part is not used.
PART 3-EXECUTION
This part is not used.
END OF SECTION 01000
Boise Cascade-Moncure Facility Summary of Work
Onsite Wastewater Treatment System
MacConncll&Associates,P.C.,Project No.:A54801.00 01000-2

SECTION 01025
MEASUREMENT & PAYMENT
PART 1 - GENERAL
1.01 General
A. Payment for all work accomplished under the Contract shall be on the basis of the
Iump sum prices, as stated in the Proposal and established by the schedule of values.
PART 2 - PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 01025
Boise Cascade-Moncure Facility Measurement&Payment
Onsite Wastewater'1'reatment System
MacConnell&Associates,P.C.,Project No A54801.00 01025-1

SECTION 01060
STANDARDS & MATERIALS
PART1 - GENERAL
1.01 Standards and Regulations
A. Industry Standards: Referenced standards of the construction industry shall have the
same force and effect on performance of the work as if copied directly into Contract
Documents or bound and published therewith.
1. Standards referenced in Contract Dociurtents or in governing regulations have
precedence over non-referenced standards, insofar as different standards may
contain overlapping or conflicting requirements.
2. Comply with standards in effect as of date of Contract Documents, unless
otherwise indicated.
B. The wastewater treatment facility shall be installed in accordance with the
requirements of the permit granted by the appropriate regulatory agency.
PART 2 -PRODUCTS
2.01 Products, Materials,and Equipment
A. General:
1. Where possible, provide the entire required quantity of each generic product,
material, or equipment from a single source and, where not possible to do so,
match separate procurements as closely as possible.
2. To the extent that the selection process is under the Contractor's control, provide
compatible products, materials, and equipment.
3. Where available and complying with the requirements of the Contract Documents,
provide standard products which have been used previously and successfully in
similar applications and which are recommended by the manufacturer for the
applications indicated.
Boise Cascade-Moncure Facility Standards&Materials
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 01060-1

B. Product Selections: Comply with the following for selection of products, materials,
and equipment as specified in the Contract Specifications:
1. Two or More Products Named: Selection from the named products is the
Contractor's option, provided his selection complies with the requirements.
2. "Or Equal" Clause: Provide named product which complies with the
requirements or, to select and use an unnamed product, complies with the
requirements for gaining approval as an acceptable substitute.
3. Substitutions: Requests by the Contractor for product substitutions will be
considered when reasonable, timely, fully-documented, and qualifying under one
(1) or more of following circumstances:
a. The substitute is related to an "or equal" or similar provision in Contract
Documents.
b. The required product cannot be supplied in time for compliance with contract
time requirements.
c. A substantial advantage is offered to the Owner after deducting offsetting
disadvantages including delays, additional compensation to the Engineer for
redesign, investigation, evaluation and other necessary services, and similar
considerations.
C. Nameplates: Provide and locate in conspicuous places permanent nameplates on
equipment containing suitable information and operational data. Provide nameplates
on all exposed pipework. Provide valve tags for all exposed valves.
PART 3 -EXECUTION
3.01 Submittals
A. When requesting acceptance for product and/or equipment substitutions, the
Contractor shall submit to the Engineer for review full documentation of the
substitution including: product data, samples where appropriate, detailed performance
comparisons and evaluations, testing, laboratory reports where applicable,
coordination information for effect on other work and time schedule, cost information
for proposed change order, Contractor's general certification of recommended
substitution, and similar information germane to the project circumstances.
Boise Cascade-Moncure Facility Standards&Mateiials
Onsite Wastewater Treatment System
MacConnell&Associates,P,C.Project No,A54801.00 01060-2

3.02 Installation
A. Comply with manufacturer's instructions and recommendations. Anchor all
equipment securely in place, accurately-located and aligned with other work. Clean
and protect to ensure that products, materials, and equipment will be free from
damage and deterioration until the time of final project acceptance.
END OF SECTION 01060
Boise Cascade-Moncure Facility Standards&Materials
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 01060-3

SECTION 01205
PROCEDURES & QUALITY CONTROL
PART 1 - GENERAL
1.01 Quality Control
A. Testing Wastewater Systems:
1. Testing of all tanks, cleanouts, as well as the gravity and forcemain piping
associated with the new wastewater treatment facility shall be performed by the
Contractor in the presence of the Engineer, as set forth in Division 15.
B. Testing Electrical and Instrumentation/Control Equipment:
1. Testing of electric motor and motor starters shall be performed by the Contractor
in the presence of the Engineer, as set forth in Division 16.
2. Testing and operational verification of all electrical equipment and
instrumentation/control loops shall be performed by the Contractor in the presence
of the Engineer, as set forth in Division 16.
C. Testing Laboratory Services:
1. Testing of concrete (if pre-cast concrete items are not used) and soil compaction
shall be conducted by a testing laboratory as set forth in Divisions 2 and 3.
Locations and quantities of soil compaction tests shall be decided by the Engineer
in cooperation with the Contractor and the technician from the testing laboratory.
a. The testing laboratory shall be paid by the Contractor, whom will be
reimbursed by the Owner from the established testing allowance.
b. Additional testing required due to failing tests will be paid for by the
Contractor and will not be deducted from the established testing allowance.
2. The testing laboratory shall submit results of the field tests immediately to the
Contractor. The Contractor shall be responsible for delivering six (6) copies of all
invoices and copies of the test results to the Engineer as soon as possible after
their receipt.
Boise Cascade-Moncure Facility Procedures&Quality Control
Onsite Wastewater Treatment system
MacConnell&Associates,P.C.ProjectNo.A54801.00 01205-1

PART2 -PRODUCTS
This Part is not used.
PART 3 -EXECUTION
This Part is not used.
END OF SECTION 01205
Boise Cascade-Moncure Facility Procedures&Quality Control
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 01205-2

SECTION 01340
SUBMITTALS
PART1 - GENERAL
1.01 Submittals
A. Refer to the General and Supplemental General Conditions of these Contract
Specifications about submittal guidelines specific for all Construction Contracts
awarded for this project.
B. As a minimum, the following items shall be submitted to the Engineer for review at
the times indicated:
1. List of Sub-Contractors: Fifteen (15) calendar days after the bid opening.
Submittal shall be by apparent low bidder.
2. Construction Schedule: Before the date of the pre-construction conference.
3. Schedule of Values: Before submission of the first estimate.
4. Shop Drawings: Before work on indicated item is begun.
5. Certification of Materials: Before delivery of indicated item.
C. The following items shall be submitted to the Engineer as required:
1. Estimates for Partial Payment: Monthly, if work performed.
2. Sales Tax Reports: Submit with each estimate.
3. Insurance Renewal Certificates: As original certificate expires.
4. Written Progress Summary of Project Work: Daily.
D. The following shall be submitted to the Engineer before project close-out:
1. Product Warranties: Two (2) executed copies.
2. Operation and Maintenance Manuals: See applicable sections of these Contract
Specifications for specific requirements.
Boise Cascade-Moncure Facility Submittals
Onsite Wastewater Treatment System
MacConnell&Associates,P C.Project No.A54801.00 01340-1

3. Equipment Spare Parts: See applicable sections of these Contract Specifications
for specific requirements.
4. Record Drawings: New full-sized mark-up prints plus original marls-up prints.
5. Estimate for Final Payment: Submit with release of liens, consent of surety, hold
harmless statements, warranty statements, final sales tax reports, and any
additional close-out documents required by the Owner and Engineer.
PART 2 -PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 01340
Boise Cascade-Moncure Facility Submittals
Onsite Wastewater Treatment System
MacConnell&Associates,P.0 ProjectNo.A54801.00 01340-2

SECTION 01500
TEMPORARY FACILITIES
PART 1 - GENERAL
1.01 Description of Requirements
A. The Contractor shall provide temporary services and facilities for his and his sub-
contractors' use as herein specified. Do not remove temporary facilities until the
permanent facilities are authorized for use. Note that the Wastewater Contractor may
negotiate the use of the General Contractor's temporary facilities (i.e., the field office
and sanitary facilities).
1.02 Use Charges
A. Usage charges for temporary services or facilities shall be paid by the Contractor.
1.03 Water for Testing
A. As an exception to the above, necessary amounts of water for initial flushing and
testing piping systems will be furnished by the Owner at no cost to the Contractor,
subjeetto requirements which the Owner may impose. Contractor shall supply and
install necessary backflow prevention devices for temporary service, as required by
the Owner.
1.04 Regulations
A. Comply with requirements of local laws and regulations governing construction and
local industry standards, in the installation and maintenance of temporary services and
facilities.
1.05 Temporary Utility
A. Water Service: Provide temporary potable water supply at the construction site for
construction purposes. Use of Owner's water supply is allowed, subject to
requirements which the Owner may impose.
B. Electrical Power Service: Use of Owner's power supply is allowed, subject to
requirements which the Owner may impose. Provide weather-tight, grounded
temporary electrical service distribution system, with ground-fault circuit interrupters
and ground-fault interrupter features of proper types, sizes, electrical ratings, and
characteristics to fulfill ' all project requirements. Comply with applicable
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requirements of the National Electrical Manufacturers' Association (NEMA), the
National Electric Code (NFPA-70), Underwriters' Laboratories, Inc. (UL) standards,
and governing regulations. Install temporary lighting of adequate illumination levels
to perform the work specified. Temporary electric service for construction purposes
shall be for use by all contractors and sub-contractors.
C. Temporary Heat: Provide temporary heat where needed for performance of work, for
curing or drying of recently-installed work, or for protection of in-place work from
adverse effects of low temperatures or high humidity. Provide UL-tested and labeled
heating units known to be safe and without adverse effect upon work in place or being
installed. Maintain a minimum temperature of 45 degrees Fahrenheit (seven (7)
degrees Celsius) in permanently-enclosed portions of buildings and areas where
finished work has been installed.
1.06 Field Office (Optional)
A. Contractor's Field Office: Provide standard pre-fabricated or mobile unit to
accommodate the Contractor's personnel at the site. As a minimum, the Contractor's
office shall be equipped with the following services throughout the entire period of
construction.
1. Telephone and facsimile service,heat, lights, and air conditioning.
2. Copies of as-built Contract Drawings, Contract Specifications, addenda, change
orders, and shop drawings.
1.07 Sanitary Facilities
A. Sanitary facilities include temporary toilets for construction personnel of all
contractors and sub-contractors.
1. Supply toilet tissue, paper towels, paper cups, and similar disposable materials as
appropriate for each facility. Provide appropriately-covered waste containers for
used material.
2. Toilets: Install single-occupant self-contained toilet units of the chemical, aerated-
recirculation or combustion type. Toilet units shall be properly vented and fully
enclosed with glass fiber reinforced polyester shell. Use of pit-type privies will
not be permitted.
3. Provide separate toilet facilities for male and female construction personnel. Use
of Owner's facilities or those of local establishments is prohibited.
B. Drinking Water: Provide tap-dispenser bottled drinking water units for use by
personnel of all contractors and subcontractors. Paper cups shall also be provided.
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1.08 Security and Protection Facilities installation
A. Maintain site in a safe, lawful, clean, and publicly-acceptable manner. Each prime
contractor shall be responsible for security of their own office and storage facilities.
1.09 Barricades,Warning Signs, and Lights
A. Comply with recognized standards and code requirements for erection of substantial
barricades where needed to prevent accidents. Paint barricades with appropriate
colors, graphics, and warning signs to inform personnel and the public of the hazard
at the construction site. Provide lighting where needed, including flashing red lights
where appropriate.
1.10 Maintenance
A. Operate and maintain temporary services and facilities in clean and good operating
condition as well as in a safe and efficient manner until their removal. Do not
overload services or facilities. Protect temporary facilities from damage by freezing
temperatures and other weather events. Do not allow unsanitary conditions, public
nuisances, or hazardous conditions to develop or persist on the construction site.
1.11 Termination and Removal
A. Remove each temporary service and facility promptly when its need has ended, or
when replaced by use of a permanent facility. This work shall be complete no later
than the date of substantial completion. Complete or, if necessary, restore permanent
work delayed because of interference with the temporary service or facility. Repair
damaged work, clean exposed surfaces, and replace work which cannot be repaired.
B. At substantial completion, clean and renovate permanent services and facilities that
have been used to provide temporary services and facilities during any portion of the
construction period.
1.12 Safety Measures
A. In addition to complying with safety requirements set forth in the General Conditions,
the Contractor shall:
1. Inform himself of and fully comply with all applicable requirements of the
Williams-Steiger Occupational Safety and Health Act of 1970 (Public Law 91-
596) in the performance of work required under this Construction Contract.
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2. The Contractor shall adhere to the rules, regulations, and interpretations of the
Secretary of the United States Department of Labor (29 Code of Federal
Regulations (CFR) Part 1518) relating to safety and health for construction. The
applicable occupational health and safety standards are hereby incorporated into
these Contract Specifications.
3. Contractor shall follow all rules set out in the regulations and recommendations
published by the Associated General Contractors (AGC) and the North Carolina
Department of Labor. The Contractor shall use every effort to safeguard life and
property throughout the performance of his operations.
PART2 - PRODUCTS
This Part is not used.
PART 3 -EXECUTION
This Part is not used.
END OF SECTION 01500
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MacConnell&Associates,Y.C.Project No.A54801.00 01500-4

SECTION 01705
PROJECT CLOSE-OUT
PART 1 - GENERAL
1.01 General
A. Refer to the General and Supplemental General Conditions of these Contract
Specifications for more information with respect to close-out procedures for all
Construction Contracts awarded for this project.
1. Required submittals are discussed in "Section 01340 - Submittals" of these
Contract Specifications.
B. The provisions of this section apply primarily to close-out of actual physical work,not
to administrative matters such as final payment and transfer of insurance.
1.02 Record Documentation
A. Record Drawings: Maintain a complete set of blue/black-line prints of the Contract
Drawings and shop drawings for record mark-up purposes throughout the progress of
construction. Mark-up/red-line these copies of the drawings during the course of the
work to show changes and actual installation conditions. These mark-ups shall be
sufficient to form a complete record for the Owner's and Engineer's purposes. Give
particular attention to work which will be concealed, difficult to measure and record
at a later date, and work which may require servicing or replacement during the life of
the project work. Bind prints into manageable sets, with durable paper covers, and
appropriately labeled, and submit them to the Engineer when construction is
complete.
B. Maintenance Manuals: Provide three (3)-ring vinyl-covered binders, properly
identified and indexed, containing required maintenance manuals. These manuals
shall include operating and maintenance instructions from the particular
manufacturer, as well as be extended to cover emergencies, spare parts, warranties,
inspection procedures, diagrams, safety, security, and similar appropriate data for all
equipment.
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C. Inspection Procedures: Upon receipt of Contractor's written request, Engineer will
either proceed with inspection or advise the Contractor of prerequisites not fulfilled.
Following an initial inspection, the Engineer will either prepare a Certificate of
Substantial Completion or advise the Contractor of work which must be performed
prior to issuance of the certificate. The inspection shall then be repeated by the
Engineer when requested and assured that work has been substantially completed.
Results of the completed inspection will form an initial "punch list" for final
acceptance. Except for extenuating circumstances, the Contractor shall have a
maximum of 30 calendar days during which to complete all "punch list" work,per the
Supplemental General Conditions of these Contract Specifications.
1.03 Procedures at Final Acceptance
A. Inspection Procedures: Upon receipt of Contractor's written notice that work, except
incomplete items delayed because of acceptable circumstances, has been completed
the Engineer will inspect work. Upon completion of the inspection,the Engineer will
either recommend final acceptance and final payment or advise the Contractor of
work not completed and/or obligations not fulfilled as required for final acceptance.
If necessary, this procedure will be repeated.
B. Reinspection Procedures: Upon receipt of Contractor's written notice that work has
been completed, including punch list items resulting from earlier inspections and
except incomplete items delayed because of acceptable circumstances, the Engineer
will reinspect work. Upon completion of the reinspection, the Engineer will either
recommend final acceptance and final payment or advise the Contractor of work not
completed and/or obligations not fulfilled as required for final acceptance. If
necessary, this procedure will be repeated.
PART 2 - PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 01705
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MacConnell&Associates,Y.C.Project No.A54801.00 01705-2

SECTION 02100
SITE PREPARATION & EARTHWORK
PART 1 - GENERAL
1.01 Scope
A. Work Included: Work under this section consists of the provision of all plant, labor,
and material to perform all site preparation as indicated herein and/or shown on the
Contract Drawings. The work shall include, but is not limited to, the following:
1. Clearing and grubbing.
2. Topsoil.
3. Excavation.
4. Dewatering for structures.
S. Use of explosives.
6. Protection of existing utilities.
7. Filling and backfilling.
S. Borrow material.
9. Soil testing.
10. Maintenance and stability.
11. Grading.
12. Disposal of surplus material.
B. Site Inspection: The Contractor shall examine the site to determine the extent of
removals, grubbing, excavating, rough grading, and related items necessary to
complete work shown in the Contract Drawings and/or specified herein.
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1. The Contractor shall notify the Engineer prior to initiating any clearing and/or
grubbing work in the areas proposed for the drip fields.
a. These areas shall be inspected by both the Engineer and the Soil Scientist,
following the clearing and grubbing activities, before further construction
work associated with the Contract occurs.
PART 2 -MATERIALS
This Part is not used.
PART 3 -EXECUTION
3.01 Clearing and Grubbing
A. General Areas;
1. The entire area within the construction limit, unless otherwise noted or where
property line permits, shall be cleared and grubbed of all trees, stumps, shrubs,
debris, and brush.
2. Roots, matted roots, stumps, and other vegetable matter shall be removed to 12
inches below existing ground.
3. In foundation sub-grade areas, the grubbed material shall be removed to 12 inches
below the sub-grade.
4. The cleared and grubbed material shall be removed from the construction site and
disposed of by the Contractor at his expense.
3.02 Top Soil
A. Materials from excavations and other disturbed areas suitable for top soil shall be
removed to an average depth of six (6) inches and deposited in piles separate from
other excavated material. Piles of top soil shall be located so that the material can be
used readily for the finished surface grading and shall be protected and maintained
until needed.
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B. After completion of filling, backfilling, and grading, top soil shall be spread
uniformly to a depth of not less than four (4) inches over the entire disturbed area.
Top soil shall be compacted lightly in an approved manner. The finished surface shall
be in conformity with the lines, grades, and cross-sections shown on the Contract
Drawings, as well as free from dips,bumps, and irregularities in alignment.
C. The Contractor shall maintain finished surfaces by preserving, protecting, and
replacing top soil as necessary to maintain it in satisfactory condition until work
described under "Section 02420 - Fertilizing, Seeding, and Mulching" of the Contract
Specifications is begun or the area is otherwise accepted under the Construction
Contract.
3.03 Excavations
A. General:
1. All excavation shall be made as close to the actual finished lines as possible.
Excavation shall be suitably shored, braced, or side-sloped in order to prevent
danger to persons or structures, injurious slides or cave-ins, or erosion. Shoring,
bracing, and sheeting, except as otherwise noted, shall be removed as the
excavations are backfilled in a manner so as to prevent injurious caving.
2. Excavations shall be kept free of water while construction therein is in progress.
3. Furnish, erect, and maintain the required guards and railing at all exposed
boundaries of all excavation.
B. For Structures:
1. The sub-grade at the foundation construction level of the new facilities shall be
rolled using a partially-loaded dump truck or similar piece of equipment. Any
soft, uncompactible or unacceptable soils encountered in the sub-grade shall be
replaced with structural fill placed and compacted to 95 percent of the maximum
density, in accordance with American Society for Testing and Materials (ASTM)
D 2167.
2. Excavation carried below the depths indicated, without specific directions, shall
be refilled to the proper grade with thoroughly compacted structural fill as
described in Paragraph A. An exception is made for footing excavations, where
the concrete shall be extended to the bottom of the excavations; however, all
additional work of this nature shall be performed at the Contractor's expense.
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C. For Pipe Trenches:
1. Excavate trenches to true line and grade as shown on the Contract Drawings,
except where field adjustments are necessary to avoid other underground utilities.
All alignment changes shall be subject to the Engineer's approval.
2. Accomplish trench excavation with equipment suitable for this type of service. If
backhoes or drag lines are used, the size of bucket must be such that the width of
trench excavated is compatible with the diameter of pipe to be installed.
3. Construct sides of the trench as near to vertical as possible, taking into
consideration the type of soil encountered, applicable safety requirements, and the
width of area in which the lines are installed. Operations resulting in wide top
dimensions sloping directly to the pipe shall not be permitted. Trench width from
a point one (1) foot above the crown of the pipe to the bed of the trench shall not
exceed the diameter of the pipe bell plus 12.inches on each side of the bell unless
special permission of the Engineer is secured.
4. Excavate the bottom of the trench to assure a firm bearing support uniformly
throughout the length of the pipe. Excavate a space under and around each bell to
relieve it of any load. Blocking under the barrel or bell will not be permitted.
Where ground water conditions are encountered, the Engineer may require
dewatering equipment to be provided.
5. Remove rock or boulders encountered in the bottom of the trench to a depth six
(6) inches below the grade of the pipe. Place a suitable tamped foundation of
earth material to bring the bottom of the trench to proper sub-grade over rock or
boulders.
6. When unstable conditions are encountered at the invert elevation of the pipe and
dewatering or similar measures will not prevent or cure this condition, suitable
stabilization material shall be placed in the trench.
7. When pipe laying is not in progress, plug the open end of the pipe to prevent entry
of water, dirt, tools, or other foreign matter into the pipeline. Do not use the pipe
as a means of carrying groundwater away from the work area.
3.04 Dewatering For Structures
A. Prior to excavation beneath the ground water table for structures, which have
foundations below the water table, a well point system or other means of effective
dewatering shall be installed to depress and maintain the water table approximately
two (2) feet below the bottom of the lowest excavation level. Dewatering shall be
maintained until backfilling above the natural ground water level has proceeded and
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MacConnell&Associates,P.C,Project No,A54801.00 02100-4

until the structural weight of the system is sufficient to prevent "floating out" of the
structure.
B. The Contractor shall have a man experienced in dewatering work on the job during
performance of the work, and the dewatering system shall be adequate in every
respect. When a well point system is to be used, the system as well as the well point
foreman or superintendent shall be approved by the Engineer prior to excavation
below the ground water table.
C. Water from dewatering operations must be disposed of in accordance with the North
Carolina Sedimentation Pollution Control Act.
3.05 Use of Explosives
A. The use of explosives shall not be permitted. In the event that undiggable rock is
encountered, the Contractor shall notify the Engineer and submit a proposal to remove
the rock. All such work shall be included in the Bid Price.
3.06 Protection of Existing Utilities
A. The Contractor shall exercise extreme care to avoid damage to existing utilities during
the conduct of the new construction. A thorough investigation of the site should be
conducted prior to commencing work.
B. All damage to existing utilities shall be repaired immediately at no additional cost to
the Owner.
3.07 Filling and Backfilling
A. General: All fill and backfill shall be free from roots, wood scrap material, and other
vegetable matter and refuse. Fill and backfill shall be placed in layers not more than
eight (8) inches thick, loose except as specified otherwise herein, and each layer shall
be compacted thoroughly and evenly.
B. Structures and Embankments: Backfill shall be placed about structures, as far as
practicable, as construction progresses. Compacted backfilling against concrete shall
be completed only when directed compaction shall be not less than 95 percent of the
maximum density as determined by ASTM D 2167 (Modified Proctor Method).
C. Concrete Slabs and Pavements: Except where otherwise indicated, fill and/or backfill
under pavement and concrete floor slabs shall be compacted to not less than 95
percent of the maximum density at optimum moisture content, as determined by
ASTM D 2167 (Modified Proctor Method).
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MacConnell&Associates,P.C.Project No.A54801 00 02100-5

D. For Pipe Trenches: Fill and backfill,unless otherwise noted, shall be compacted to at
least 90 percent of the maximum density at optimum moisture content, as determined
by ASTM D 21.67 (Modified Proctor Method).
3.08 Borrow Material
A. Borrow or fill shall be used, if needed, at no extra cost to the Owner.
3.09 Soil Testing
A. Soil shall be tested by a certified testing laboratory, at the direction of the Engineer.
3.10 Maintenance and Stability
A. The Contractor shall be responsible for the stability and maintenance of all
embankments made under the Construction Contract until final acceptance of the
entire project. Embankments shall be maintained to the grade and cross-section
indicated on the Contract Drawings. Any portions requiring replacement due to
displacement and/or damage shall be replaced at the Contractor's expense.
3.1.1. Grading
A. The Contractor shall perform all grading in areas so indicated. Fill shall be brought to
finished grades indicated on the Contract Drawings and shall be graded so as to drain
water away from structures. Areas directly and indirectly affected by the construction
work shall be graded to provide proper drainage and surfaces suitable for the use of
mowing machines.
3.12 Disposal of Surplus Material
A. Surplus material not required for completion of the construction work or unsuitable
for filling, backfilling, and/or grading shall be disposed of at the Contractor's expense
in an approved spoil area and in accordance with local ordinances.
END OF SECTION 02100
Boise Cascade-Moncure Facility Site Preparation&Earthwork
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No A54801.00 02100-6

SECTION 02400
EROSION CONTROL
PART 1 - GENERAL
1.01 Description of Work
A. The disturbed area is less than one acre and an erosion and sedimentation permit is
not required. The work shown on the Contract Drawings and specified herein shall
constitute the erosion and sedimentation control plan for this project in conformance
with the North Carolina Sedimentation Pollution Control Act of 1973. The erosion
and sedimentation control plan shown is based on the anticipated construction
methods and sequence; however, the Contractor shall act in good faith to comply with
the provisions of the North Carolina Sedimentation Pollution Control Act of 1973.
The Contractor shall provide, at no additional cost to the Owner, any other measures
as may be required to prevent erosion as a result of construction activity at the site.
B. Temporary erosion control measures shall include, but are not be limited to, sediment
traps, check darns, diversion ditches, silt fences, rip rap, grass, mulches, mats, fabric,
netting, construction entrances, or any other methods or devices that are necessary to
control or restrict erosion. Temporary erosion control measures may include work
outside the right-of-way or construction limits, such as borrow pit operations, haul
roads, plant sites, equipment storage sites, and disposal of waste or debris. The
Contractor shall be liable for all damages to public or private property caused by
silting or slides originating in areas used or impacted by the Contractor.
1.02 Contractor's Responsibility
A. The Contractor shall be responsible for installing and maintaining erosion control
devices as required to function properly.
B. To insure that the project is in compliance with the regulations, the Contractor shall
perform a complete site inspection of the erosion control measures every week and
when rainfall occurs on site. Required corrective/maintenance measures shall be
noted and implemented within three working days.
C. Any time delays experienced due to a shut-dawn by the North Carolina Land Quality
Section or due to unanticipated corrective work will not receive any time extensions
of the Construction Contract.
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1.03 Quality Assurance
A. Codes and Standards:
1. All construction activities required by this project shall comply with the North
Carolina Sedimentation Pollution Control Act of 1973 and the rules and
regulations promulgated pursuant to the provisions of that law.
B. The following general specifications also apply to work.in this section:
1. North Carolina Department of Transportation(NCDOT)
a. "Standard Specifications for Roads and Structures." 2002 Edition.
C. In the event of conflict between the regulations listed above and the requirements of
these Contract Specifications,the more restrictive requirements shall apply.
1.04 Submittals
A. Materials and facilities for temporary erosion control measures shall be approved by
the Engineer before being used. Any facilities or materials different from those
shown on the Contract Drawings or specified herein shall also be submitted to the
Engineer for approval.
B. Product Data: Submit manufacturer's technical data and material samples for silt
fence fabrics, ditch liner, filter cloth, matting for silt fence fabrics, and other
manufactured materials as requested.
1.05 Construction Schedule
A. Install erosion control devices and measures throughout the project site as shown on
the Contract Drawings and as directed by the Engineer.
B. Clear, grub, and strip top soil to limits required for construction, in accordance with
"Section 02100 - Site Preparation and Earthwork" of the Contract Specifications.
Stockpile top soil and suitable fill material in areas designated for stockpiles and
dispose of waste materials.
C. Begin excavation and grading activities after all required erosion control measures
have been installed and constructed.
D. Establish finished grades on the site perimeter slopes at earliest possible date.
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E. Areas to be left dormant for longer than 30 days must be temporarily stabilized within
seven (7) calendar days.
F. All erosion and sedimentation control measures shall be inspected weekly and after
each heavy runoff-producing rainfall. Needed repairs shall be made immediately.
PART 2 -PRODUCTS
2.01 Permanent Seeding and Mulching
A. Comply with NCDOT Standard Specifications "Section 1660 - Seeding and
Mulching."
2.02 Temporary Seeding
A. Comply with NCDOT Standard Specifications "Section 1620- Temporary Seeding."
2.03 Matting
A. Comply with NCDOT Standard Specifications "Section 1631 - Ditch Liner and
Erosion Control Blankets."
2.04 Temporary Mulching
A. Comply with NCDOT Standard Specifications "Section 1615 - Temporary
Mulching."
2.05 Silt Fence
A. Comply with NCDOT Standard Specifications "Section 1605 - Temporary Silt
Fence."
2.06 Erosion Control Stone
A. Comply with NCDOT Standard Specifications "Section 1610 - Stone for Erosion
Control."
2.07 Drainage Stone
A. Drainage stone, washed and uniformly-graded mixture of crushed stone, or crushed or
uncrushed gravel conforming to Coarse Aggregate No. 57 or American Society for
Testing and Materials (ASTM) C 33 are to be used as specified.
Boise Cascade-Moncure Facility Erosion Control
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MacConnell&Associates,P.C.Project No A54801.00 02400-3

PART 3 - EXECUTION
3.01 General
A. Construct temporary and permanent erosion control measures as shown on the
Contract Drawings or as directed by the Engineer.
B. Install temporary and permanent erosion control measures in accordance with the
Contract Specifications and with the NCDOT "Standard Specifications for Roads and
Structures," 2002 Edition.
C. Roadways and parking areas shall be graveled immediately upon completion of
grading.
D. Permanent or temporary soil stabilization, which includes seeding, mulching, and/or
ground cover sufficient to restrain erosion, must be applied to portions of the
disturbed area within seven (7) days after final grade is reached anywhere on the site.
This includes disturbed areas which are not at final grade, but will remain dormant for
longer than 30 days.
E. Clean any sediment transported onto public roads at the end of each working day.
3.02 Temporary Erosion Control Measures
A. Silt Fence:
1. Filter fabric to be of polypropylene,nylon, polyester, or polyethylene yard with a
minimum standard strength of 30 pounds per linear inch, a minimum 85 percent
filtering efficiency, and a minimum slurry flow rate of 0.3 gallons per square foot
per minute. Fabric should contain ultraviolet ray inhibitors and stabilizers to
provide a minimum construction life of six (6) months.
2. Posts shall be of four (4)-inch diameter pine, two (2)-inch diameter oak, or 1.33-
pound per linear foot steel. Wood shall be a minimum six (6) feet in length, and
steel posts shall be at least five (5) feet in length.
3. Install silt fence on low side of stockpiles and undeveloped right-of-ways,parallel
to surface waters, and in locations shown on the Contract Drawings. Extend fence
around approximately 90 percent of the perimeter of the stockpile.
4. Construct silt fence as shown on the Contract Drawings.
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B. Temporary Seeding and Mulching: See "Section 02420 - Fertilizing, Seeding, and
Mulching" of the Contract Specifications.
3.03 Permanent Erosion Control Measures
A. Grass: See "Section 02420 - Fertilizing, Seeding, and Mulching" of the Contract
Specifications.
END OF SECTION 02400
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Onsite Wastewater Treatment System
MacConnell&Associates,P C.Project No A54801.00 02400-5

SECTION 02420
FERTILIZING, SEEDING, & MULCHING
PART 1 - GENERAL
1.01 Summary of Work
A. Permanent Seedinl?: Permanent seeding is required for all areas disturbed by
construction, except for areas covered by structures,pavements, etc.
B. Temporary Seeding: Temporary seeding is required for those areas disturbed by
construction and left exposed for periods of 30 days or more before being brought to
final grade and permanently seeded.
1.02 Quality Assurance
A. The general provisions of the Contract, including the General and Supplementary
Conditions and General Requirements (if any) apply to the work specified in this
section.
B. Codes and Standards: In general, follow procedures and guidelines published by the
Soil Conservation Service of the United States Department of Agriculture.
C. Soil Tests: Secure a minimum of one (1) standard soil sample per acre. Submit
samples to the North Carolina Department of Agriculture for analysis and a
recommendation for the addition of lime and other amendments. Submit
recommendations to Engineer for review.
PART2 -PRODUCTS
2.01 Materials
A. Fertilizer: Provide 10-10-10 commercial fertilizer conforming to statutory
requirements and all rules and regulations adopted by the North Carolina Department
of Agriculture.
B. Limestone: Provide limestone conforming to all statutory requirements and all rules
and regulations adopted by the North Carolina Department of Agriculture.
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C. Seed: Provide seed conforming to all statutory requirements and all rules and
regulations adopted by the North Carolina Department of Agriculture. Provide seed
mixtures as tabulated below. Deliver seed to the site in original containers bearing
the appropriate guaranteed mixtures. Seed shall show a purity of not less than 90
percent and germination quality of not less than 85 percent.
1. Temporary Mixture:
a. Late Winter and Early Spring: The temporary seed mixture for general areas
shall consist of 120 pounds per acre of Rye (grain) and 50 pounds per acre of
Annual Lespedeza (Kobe in Piedmont and Coastal Plain, Korean in
Mountains).
b. Summer: The temporary seed mixture for general areas shall consist of 40
pounds per acre of German millet. In the Piedmont and Mountains a small-
stemmed Sudangrass may be substituted at a rate of 50 pounds per acre.
c. Fall: The temporary seed mixture for general areas shall consist of 120
pounds per acre of Rye (grain).
2. The permanent seed mixture for general areas shall consist of 100 pounds per acre
of Tall fescue, 30 pounds per acre of Sericea lespedeza, and 10 pounds per acre of
Kobe lespedeza. If permanent seeding is to occur after August 15th, use
unscarified Sericea seed. The best seeding dates for this mixture include the
periods between August 25th though September 15th and February 15th through
March 21st. Possible seeding dates include the periods between August 20th
through October 25th and February 1st through April 15th.
3. Other Mixtures: Other mixtures, as approved or recommended by the Soil
Conservation Service or the North Carolina Agricultural Extension Office,may be
used with Engineer's approval.
D. Mulch: Mulch all seeded areas, except where jute mesh is required. Use undamaged,
air-dried, threshed small grain straw free of undesirable weed seed. Anchor straw by
tacking with asphalt, netting, or a mulch anchoring tool.
E. Jute Mesh: Use jute mesh on seeded areas where slope is steeper than two (2)
horizontal to one (1) vertical (two (2) to one (1) slope). Use woven jute yarn
weighing approximately 90 pounds per 100 square yards and having 0.75-inch
openings.
Boise Cascade-Moncure Facility Fertilizing,Secding and Mulching
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 02420-2

PART 3 -EXECUTION
3.01 General
A. Follow procedures set forth in the publication "Guide for Sediment Control on
Construction Sites in North Carolina" by the Soil Conservation Service of the United
States Department of Agriculture, and as specified herein.
1. Spread a minimum of four (4) inches of top soil over all disturbed areas to the
finished grade as shown on the Contract Drawings.
2. Remove all grass and weeds and shape the overall area to even out high and low
spots.
3. Scarify soil to a depth of three (3) inches and work into a satisfactory seed bed by
discing or through the use of cultipackers, harrows, drags, or other approved
means.
4. The preparation outlined above shall not be done when the soil is frozen, wet, or
otherwise in an unfavorable condition.
5. Begin and complete seeding operations, as outlined below, as soon as possible
after final or intermediate grading is completed.
6. Distribute lime and fertilizer, as required, uniformly over the seed bed. Harrow
rake or otherwise work these additions into the seed bed.
7. Distribute seed uniformly over the established seed bed. Lightly rake the surface
of the seed bed in order to cover seed to a maximum depth of 0.25 inch.
8. Compact the seed bed with an approved roller or drag, after covering the seed.
9. No lime, fertilizer, or seed shall be applied during a strong wind, when the soil is
wet, or when the soil is otherwise unworkable. Should rain follow seeding before
rolling is initiated, the seed bed shall not be rolled.
10. No rip-rap is to be placed along the banks of new fill. Maintain the area and
repair any erosion damage until a permanent ground cover is established. Use
mulch or mesh as required.
Boise Cascade-Moncure Facility Fertilizing,Seeding and Mulching
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 02420-3

3.02 Application
A. Temporary Seeding:
1. Application of Lime, Fertilizer, Seed, and Mulch:
a. For Late Winter and Early Spring:
i. Apply lime according to the soil'tests or at a rate of 2,000 pounds per acre
before seeding.
ii. Apply fertilizer according to the soil tests or at a rate of 750 pounds per
acre.
iii. Seed the seed bed with the specified seed mixture at the specified rate for
the recommended planting season.
iv. Apply grain straw at a rate of 4,000 pounds per acre, or provide equivalent
cover of another suitable cover. Mulch shall be suitably anchored. Where
jute mesh is required, apply the product according to the manufacturer's
recommendations and anchor it with steel hairpin-shaped wire staples.
v. Refertilize seed bed if growth is not fully adequate, as determined by the
Engineer. Re-seed, fertilize, and mulch all damaged, bare, and eroded
areas iminediately and until a suitable cover is established.
b. For Summer:
i. Apply lime according to the soil tests or at a rate of 2,000 pounds per acre
before seeding.
ii. Apply fertilizer according to the soil tests or at a rate of 750 pounds per
acre.
iii. Seed the seed bed with the specified seed mixture at the specified rate for
the recommended planting season.
iv. Apply grain straw at a rate of 4,000 pounds per acre, or provide equivalent
cover of another suitable cover. Mulch shall be suitably anchored. Where
jute mesh is required, apply the product according to the manufacturer's
recommendations and anchor it with steel hairpin-shaped wire staples.
v. Refertilize seed bed if growth is not fully adequate, as determined by the
Engineer. Re-seed, fertilize, and mulch all damaged, bare, and eroded
areas immediately and until a suitable cover is established.
Boise Cascade-Moncure Facility Fertilizing,Seeding and Mulching
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801,00 02420-4

c. For Fall:
i. Apply lime according to the soil tests or at a rate of 2,000 pounds per acre
before seeding.
ii. Apply fertilizer according to the soil tests or at a rate of 1,000 pounds per
acre.
iii. Seed the seed bed with the specified seed mixture at the specified rate for
the recommended planting season.
iv. Apply grain straw at a rate of 4,000 pounds per acre, or provide equivalent
cover of another suitable cover. Mulch shall be suitably anchored. Where
jute mesh is required, apply the product according to the manufacturer's
recommendations and anchor it with steel hairpin-shaped wire staples.
v. Refertilize seed bed if growth is not fully adequate, as determined by the
Engineer. Re-seed, fertilize, and mulch all damaged, bare, and eroded
areas immediately and until a suitable cover is established.
B. Permanent Seeding:
1. Application of Lime, Fertilizer, Seed, and Mulch;
a. Apply lime according to the soil tests or at a rate of 4,000 pounds per acre
before seeding.
b. Apply fertilizer according to the soil tests or at a rate of 1,000 pounds per acre.
c. Seed the seed bed with the specified seed mixture at the specified rate during
recommended planting seasons. If grading is completed at times other than
the recommended season, provide temporary seeding or other erosion and
sedimentation protection approved by the Engineer until the appropriate
planting season begins.
d. Apply grain straw at a rate of 4,000 pounds per acre, or provide equivalent
cover of another suitable cover. Mulch shall be suitably anchored. Where jute
mesh is required, apply the product according to the manufacturer's
recommendations and anchor it with steel hairpin-shaped wire staples.
e. Refertilize seed bed in the second year, unless growth is fully adequate, as
determined by the Engineer. Re-seed, fertilize, and mulch all damaged, bare,
and eroded areas immediately and until a suitable permanent cover is
established.
END OF SECTION 02420
Boise Cascade-Moncure Facility Fertilizing,Seeding and Mulching
Onsite Wastewater Treatment System
MacConnell&Associates,P C.Project No.A54801.00 02420-5

SECTION 03314
PRE-CAST CONCRETE STRUCTURES
PART 1 -GENERAL
1.01 Related Documents
A. The general provisions of the Construction Contract, including the General and
Supplemental General Conditions and the General Requirements (if any), apply to the
work,specified in this section.
B. Related work specified elsewhere in these Contract Specifications include:
1. "Section 02100 - Site Preparation and Earthwork."
2. "Section 15060 -Pipe and Pipe Fittings."
1.02 Description of Work
A. The number, size, and type of pre-cast concrete structures to be installed are shown on
the Contract Drawings.
B. Installation of pre-cast concrete structures, manholes, and vaults involves, but is not
limited to,the following.
1. Preparation of the sub-grade.
2. Installation.
3. Pipe connection and sealing.
4. Waterproofing.
5. Frames, covers, and steps/ladders.
6. Backfilling.
C. Excavation and backfilling, as it relates to the installation of pre-cast concrete
structures, are specified in Section 02100 of these Contract Specifications.
Boise Cascade-Moncure Facility Pre-cast Concrete Structures
Onsite Wastewater Treatment System
MacConnell&Associates,Y.C.ProjectNo.A54301.00 03314-1

1.03 Submittals
A. Shop Drawings: Submit shop drawings for all pre-cast concrete structures for
approval by the Engineer. Details of the underground structures, metal accessories,
fittings, and connections shall be included in the submittals.
B. If dimensions proposed for underground structures differ from those shown on the
Contract Drawings, Contractor shall also submit flotation calculations for Engineer's
review.
1.04 Quality Assurance
A. All pre-cast concrete structures used in the work shall be manufactured by a supplier
approved by the Engineer and septic and pump tanks shall bear the seal of approval
from the Division of Environmental Health of the North Carolina Department of
Enviromnent&Natural Resources (NCDENR-DEH).
PART 2 - PRODUCTS
2.01 Pre-cast Concrete Structures
A. Concrete Base: Pre-cast with extended footing where shown on the Contract
Drawings.
B. Pre-Cast Concrete Structures: Pre-cast underground structures shall conform to
American Society of Testing and Materials (ASTM) C 913-89 with respect to design,
materials, and manufacture as well as being capable of withstanding, at a minimum,
HS-20 loads.
1. Size shall be as shown on the Contract Drawings. Tanks shall be cast with a
positive seal gasket system at all pipe penetrations. For pipe penetrations, use
flexible connectors with dual stainless steel pipe clamps meeting ASTM C 923 for
all pipe diameters. Rubber gaskets shall conform to ASTM C 433.
2. Minimum acceptable wall thickness of pre-cast concrete structures shall be six (6)
inches.
3. All pre-cast concrete structures shall be certified by the manufacturer as sufficient
for the service conditions, and as having been fitted at the plant site to assure
proper joining and fitting of mating sections for a successful installation at the job
site.
Boise Cascade-Moncure Facility Pre-cast Concrete Structures
Onsite Wastewater'1'reatment System
MacConnell&Associates,P.C.Project No.A54801.00 033111-2

2.02 Accessories
A. Cast-in vault hatches shall be aluminum and of the size shown on the Contract
Drawings. For submersible pump tanks and tanks with effluent filter installations,
Contractor shall coordinate between the pre-caster and the respective equipment
manufacturers to ensure the proper location and size of the access hatch frames.
B. Manholes shall be provided with either cast-in manhole-type steps or a permanent
aluminum ladder for operator access to the interior of the structure.
1. Manhole steps shall be of steel-reinforced, molded polypropylene plastic,
designed for a 400-pound maximum vertical load and a 1,000-pound horizontal
pull-out load. Steps shall be set 16 inches on center from the top of the cone to
the invert shelf, integrally cast into sidewalls, and shall not penetrate through the
wall. Unless otherwise indicated, steps shall have at least a 10-inch clear width
and shall project at least four (4) inches from the wall into which they are
embedded. Do not locate steps over influent or effluent pipe.
C. All aluminum accessories associated with pre-cast concrete structures shall be coated
with bituminous mastic where in contact with concrete.
PART 3 -EXECUTION
3.01 Delivery, Storage, and Handling
A. Upon delivery, the Contractor shall inspect all pre-cast concrete structures and
components and arrange, with the manufacturer, for the replacement of any found to
be damaged and/or deformed.
B. The structures shall be stored in a manner to prevent damage as a result of
construction activities, weather, or lack of ventilation.
C. Extreme care shall be exercised in handling all materials. The Contractor shall use
manufacturer-supplied steel lift rings when moving the structures.
3.02 Installation
A. All pre-cast concrete structures shall be installed in the positions and orientations and
to the depths and elevations indicated on the Contract Drawings, in accordance with
manufacturer's instructions, and in conformance with the requirements of ASTM C
891-90.
1. Each structure shall be installed upon a 6-inch minimum layer of No. 57 washed
stone aggregate.
Boise Cascade-Moncure Facility Pre-cast Concrete structures
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 03314-3

1. Each structure shall be installed upon a 6-inch minimum layer of No. 57 washed
stone aggregate.
2. Place bell ends of pre-cast sections or the groove end of the concrete facing down.
In preparation for making joints, all surfaces of the portion of the section to be
jointed and the factory-made jointing materials shall be clean and dry. Each joint,
seam, and pipe penetration inside and outside of joints shall receive liberal
applications of non-shrink grout as well as liberal applications of bitumastic
waterproof sealant. This will be in addition to the positive seal gasket system of
flexible connectors specified in section 03314-2.01(B).
3. Lifting holes and other penetrations of the pre-cast structure wall shall be sealed
with non-shrinking grout. Pipe connections shall be made so that the pipe does
not project beyond the inside wall of the structure. Grout connections as
necessary to make smooth and uniform surfaces on the inside of the structure.
4. Before placing any tank or vault system into operation, remove any dropped grout,
sand, or other imperfections and obstructions from the interior of the structure.
Specifically, the inside walls of the installed structure shall be smooth and
uniform. Smooth-finish inverts, so that wastewater flow is confined and directed
through inlet and outlet pipes with easy transition.
5. Tanks shall be backfilled in accordance with the applicable specifications herein
before prescribed.
6. A 24-hour static water test, in accordance with ASTM standards, shall be
performed on all pre-cast concrete tanks in order to ensure their water-tightness.
a. The testing shall be performed in the presence of the Engineer or his
representative.
b. Each tank shall be filled with water, and the initial water level shall be
accurately measured.
c. At the end of a 24-hour test period, the level of the water remaining in the tank
shall be measured again.
d. The Engineer shall pass the tank, if the difference between the initial and final
water levels is less than 0.5 inch or if the total volume of water displaced is
less than one (1) percent of the total effective liquid capacity of the tank being
tested.
e. Each failed tank shall be tested again. In the event that the tank does not pass
the second static water test, the Contractor shall remove and replace the tank
installation at no additional cost to the Owner.
Boise Cascade-Moncure Facility Pre-cast Concrete Structures
Onsite Wastewater Treatment System
MaeConnell&Associates,P.C.Project No.A54801,00 03314-4

7. Vacuum testing may be required by the engineer in addition to the 24 hour static
water test.
END OF SECTION 03314
Boise Cascade-Moncure Facility Pre-cast Concrete Structures
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 03314-5

SECTION 11307
ULTRAVIOLET DISINFECTION UNITS
PART 1 - GENERAL
1.01 Description of Work
A. The contractor shall furnish all materials, equipment, tools, and labor necessary to
provide one (1) ultraviolet (UV) disinfection systems, as shown in the Contract
Documents and specified herein.
1. The UV disinfection units shall be provided to disinfect effluent from the new
wastewater treatment plant.
2. The UV disinfection units shall be installed after the recirculating media filter in
the process flow of the new wastewater treatment plant. The UV disinfection
units shall operate in series and provide effective disinfection treatment of the
effluent.
B. Related work specified elsewhere in these Contract Specifications includes:
1. "Section 13300 -Instrumentation and Control."
2. "Division 16 - Electrical."
1.02 Submittals
A. Comply with all pertinent provisions of "Section 01340 - Submittals" of these
Contract Specifications.
B. Shop Drawings: The Contractor shall submit the following information to the
Engineer for shop drawings review:
1. A list of materials and equipment proposed to be provided.
2. Manufacturer's specifications, recommended design, and other data required to
ensure compliance with the specified requirements.
3. Manufacturer's recommended installation procedures.
Boise Cascade-Moncure Facility Ultraviolet Disinfection Units
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.,Project No.:A54801.00 11307-1

1.02 Quality Assurance
A. Codes and Standards: The UV disinfection units must meet or exceed the most recent
editions of the following requirements for water and wastewater disinfection:
1. Applicable local and state regulatory agencies.
2. "Recommended Standards for Wastewater Facilities (Great little Tennessee river
Board of State Public Health and Environmental Managers)."
3. "Policy Statement on the Use of Ultraviolet Process for the Disinfection of Water
(Public Health Service of the United States Department of Health, Education, and
Welfare - Division of Environmental Engineering and Food Protection)."
4. All applicable standards of the American Water Works Association (AWWA).
S. All applicable standards of the Water Environment Federation (WEF).
PART 2 -PRODUCTS
2.01 UV Disinfection Units
A. The contractor shall provide and make operational one (1) UV disinfection units with
the following characteristics:
1. Units shall be rated, as reported by the manufacturer, for a minimum of 30 gallons
per minute of disinfection treatment each. The head loss across the unit shall be
minimal (on the order of one(1)pound per square inch at the rated flow).
2. Unit chambers shall be constructed of PVC and be of the enclosed, tubular-type.
The chamber shall be designed to facilitate replacement of UV lamp tubes without
loss of pressure, drainage of chamber, or the need for special tools.
3. Unit chambers shall be designed to permit frequent mechanical cleaning of the
water contact surface of the UV lamp tube without disassembly or drainage. A
manual wiper with lock mechanism is acceptable.
4. All electrical components shall all be listed by Underwriters' Laboratories, Inc.
(UL) and be rated for continuous duty as shown in the Contract Drawings.
Boise Cascade-Moncure Facility Ultraviolet Disinfection Units
Onsite Wastewatet Treatment System
MacConnell&Associates,P.C.,Project No.: A54801.00 11307-2

2.02 UV Lamp Tubes
A. In addition to providing the lamp tubes for the installed UV disinfection units, the
manufacturer shall provide two (2) spare lamp tubes per unit. UV lamp tubes shall
have the following characteristics:
1. Lamp tubes shall be capable of providing UV radiation at a level of 2,537
Angstroms (approximately 254 nanometers) at a minim-um dosage of 50,000
microwatts per second per square centimeter at all points throughout the unit
chamber.
2. Lamp tubes shall be jacketed so that a proper operating tube temperature of
approximately 105 degrees Fahrenheit is maintained. The jacket shall be of a
quartz glass, high silica glass, or a glass with similar optical characteristics.
3. Lamp tubes shall be capable of a minimum of 10,000 hours of continuous
operation before replacement is required.
2.03 Control Panel
A. Provide manufacturer's standard control panel in NEMA 4X Enclosure. Panel shall
have an on/off switch and alarm light.
B. Unit shall have two lamps on with back-up lamps. Back-up lamps shall come on with
low intensity and signal alarm.
2.04 Acceptable Manufacturers
A. The following manufacturer and model is acceptable for the specified work:
1. E-Z UV by E-Z Set Company.
PART 3 - EXECUTION
3.01 General
A. The contractor shall install the UV disinfection units as shown on the Contract
Drawings and per the manufacturer's instructions.
END OF SECTION 11307
Boise Cascade-Moncure Facility Ultraviolet Disinfection Units
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.,Project No.:A54801.00 11307-3

SECTION 11401
EFFLUENT FILTER ASSEMBLY
PART1 - GENERAL
1.01 Description of Work
A. This section provides specification requirements for an effluent filter assembly to be
installed into two (2) septic tanks (one used for dosing) and two (2) 4,000 gallon
septic/recirculation tanks as proposed for construction as part of the Contract.
1. The effluent filter system in the existing primary septic tank shall be capable of
treating at least 8,000 gallons per day of wastewater flow. One (1) effluent filter
shall be installed on each exiting outlet as shown on the contract drawings.
2. The effluent filter system in the septic/recirculation tank(s) shall be in accordance
with manufactures recommendations and as shown on the plans.
3. The effluent filter(s) shall be one of the pre-approved types:
a. Polylok P11525
b. Or equal as approved by engineer.
4. Filtration and retention of solids larger than 1/16" is required.
1.02 Submittals
A. The following equipment data shall be submitted to the Engineer for shop drawing
review:
1. A list of materials proposed to be provided.
2. Manufacturer's specifications, fully-dimensioned and detailed drawings, and other
data to ensure compliance with the specified requirements.
3. Manufacturer's recommended installation, operation, and maintenance procedures.
4. Manufacturer's standard equipment warranty.
Boise Cascade-Moncure Facility Effluent Filter Assembly
Onsite Wastewater Treatment System
MacConnell&Associates,P,C.Pioject No.A54801.00 11401-1

PART 2 -PRODUCTS
2.01 Effluent Filter Assembly
A. The effluent filter assembly shall consist of the following components:
1. The effluent filters shall be as approved by the Engineer and suitable for
installation in septic tanks. In addition to the filter cartridge, housing, and
extension for floor support, the contractor shall provide other such fittings,
fasteners, brackets, extension handles, etc. to assure a completed, structurally
sound installation.
2. The effluent filters must not allow bypassing of the filter element should
surcharging occur over the filter housing. Guide ways on the cartridge and
housing shall be provided with the effluent filter assembly to allow for easy
removal and re-insertion of the effluent filters.
PART 3 - EXECUTION
3.01 General
A. Verify that the location is ready to receive work and the dimensions are as indicated
on the Contract Drawings.
B. Installation shall be in compliance with manufacturer's instructions, drawings and
recommendations.
C. Contractor shall be responsible for verifying that system is operational and fully
functional in its intended use.
END OF SECTION 11401.
Boise Cascade-Moncurc Facility Effluent Filter Assembly
Onsite Wastewater Treatment System
MacConneil&Associates,P.0 Project No.A54801.00 11401-2

SECTION 11905
AUTODIALER
PART 1 - GENERAL
1.01 Description of Work
A. This section provides specification requirements for an autodialing system for the
purpose of monitoring the operational status of the four (4)pumps associated with the
recirculating media filter components of the wastewater treatment facility.
1.02 Submittals
A. The following equipment data shall be submitted to the Engineer for shop drawing
review:
1. A list of materials proposed to be provided.
2. Manufacturer's specifications, fully-dimensioned and detailed drawings, and other
data to ensure compliance with the specified requirements.
3. Manufacturer's recommended installation, operation, and maintenance procedures.
4. Manufacturer's standard equipment warranty.
PART 2 -PRODUCTS
2.01 Manufacturers
A. Acceptable manufacturers of the autodialing equipment shall be:
1. Control Microsystems (Slidell, LA).
2. Omega Engineering, Inc. (Stamford, CT).
3. RACO Manufacturing & Engineering Company (Emeryville, CA).
4. Zetron, Inc. (Redmond, WA).
5. Or equal, as approved by the Engineer.
Boise Cascade-Moncure Facility Autodialer
Onsite Wastewater Treatment System
MaCCOnnell&Associates,P.C.Project No.A54801.00 11905-1

2,02 Autodialer
A. The autodialer shall be a solid-state component, capable of dialing up to eight (8)
telephone numbers, each up to 16 digits in length. Phone numbers shall be user-
programmable via a operator-friendly interface that does not require special training
for successful operation. The equipment shall be compatible with both standard pulse
dialing and touch tone dialing systems. The equipment shall also be compatible with
a wide-area paging system.
B. The autodialer shall have the following qualitative capabilities:
I. Automatically select tone versus pulse dialing.
2. Upon alarm condition, the autodialer shall call the telephone numbers in
sequential order until the alarm is acknowledged by a call recipient directly
through touch tone key or through call-back.
3. Alarm condition shall be transmitted to call recipient through a specific voice or
alphanumeric text message.
4. The autodialing system shall monitor call progress by detecting busy and ringing
signals, abandoning the call if the signal is busy, and waiting until the phone is
answered to annunciate voice reports or display text message.
S. The autodialer shall detect any telephone line faults and indicate operational
conditions with a front panel LED indicating lights.
6. The autodialer shall have a battery backup power supply to maintain operation
during power failures.
C. Autodialer System Components:
1. Inputs: Unit shall monitor at least four (4) input channels (digital or analog) plus
internal AC power.
2. Outputs: Unit comes with either standard programmed "alarm/normal" speech
messages, or custom messages (up to 10 seconds in length) may be programmed
through operator interface.
3. Telephone: Connection shall be digital pulse or tone dialing with telephone
numbers being keyboard-selectable. Up to eight (8) different telephone nlunbers,
up to 16 digits each, shall be programmable. System shall utilize a FCC-approved
phone line. Alarm aclaiowledgment is by touch tone key or call back.
Boise Cascade-Moncure Facility Autodialer
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 11905-2

4. Power and Battery Back-Up: Normal operational power shall be 105-135 VAC,
50/60 Hertz, and 15 watts. The equipment is to contain its own gel cell
rechargeable battery, which is automatically kept charged when AC power is
present. The system shall operate on battery power for a minimum of six (6)
continuous hours in the event of power failure.
5. Integral Surge Protection: All power, telephone lines, and signal inputs shall be
protected from power surges at the circuit board through integral gas tube and
solid state protectors.
6. Memo : User-entered programming shall be kept intact for ten (10) years, even
when power is removed from the unit.
7. Enclosure: The autodialer shall be of solid-state design, comprised of quality
components, and contained within a heavy-duty metal enclosure suitable for
mounting within an instrumentation and control panel. All mounting hardware
shall be provided with the equipment. All keyboard and front panel switches shall
be sealed to prevent contamination by dust and/or moisture.
8. Additional Features:
a. Front panel LED lights shall indicate the operational status of the autodialing
equipment. Examples include: "Normal Operation," "Program Mode," "Call
in Progress," "Channel Status," "Power Present," "Power Failure," and "Low
Battery."
b. A built-in microphone shall allow anyone at a remote site to listen to local
sounds as well as to have a two (2)-way conversation with personnel present at
the autodialer's location.
PART 3 -EXECUTION
3.01 General
A. Verify that the location is ready to receive work and the dimensions are as indicated
on the Contract Drawings.
B. Installation shall be in compliance with manufacturer's instructions, drawings and
recommendations.
C. Contractor shall be responsible for verifying that system is operational and fully
functional in its intended use.
D. Mount in NEMA 4X enclosure by electrical panel.
Boise Cascade-Moncure Facility Autodialer
Onsite Wastewater Treatment System
MacConnell&Associates,Y.C.Project No.A54801.00 11905-3

END OF SECTION 11,905
Boise Cascade-Moncure Facility Autodialer
Onsite Wastewater Treatment System
MacConncll&Associates,P.C.Project No.A54801.00 11905-4

SECTION 11908
SUBMERSIBLE TURBINE PUMPS
PART 1 - GENERAL
1.01 Summary of Work
A. The Contractor shall install and put into satisfactory service four new, submersible
pumps, for the recirculating media filter as stated in "Section 11989 - Recirculating
Media Filter."
1. Four (4)pumps shall be the same model by the same manufacturer.
1.02 Submittals
A. Shop drawings shall include, at a minimum:
1. A complete description of the equipment, system, and process/function, including
a list of system components and features, drawings, catalogue information and
cuts, and manufacturer's specifications.
2. Performance data and curves as well as horsepower requirements.
3. Functional description of any integral instrumentation and controls supplies,
including a list of parameters monitored, controlled, and alarmed.
4. Addresses and phone numbers of service centers nearest to the Owner as well as a
listing of the manufacturer's or manufacturer's representative's services available
at these locations. Also include addresses and phone numbers of the nearest parts
warehouses capable of providing full parts replacement and/or repair service for
the pumps.
PART2 -PRODUCTS
2.01 General
A. Each pump shall be capable of pumping wastewater effluent from a septic tank.
1. Each pump shall be equipped with a submersible electric motor, rated for a 230-
volt, single (1)-phase, 60-hertz service.
Boise Cascade-Moncure Facility Submersible Turbine Pumps
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No A54801.00 11908-1

a. The pump shall be provided with an adequate length of jacketed-type SO
power cord suitable for submersible pump applications to reach the above
grade disconnect panel without splicing. The power cable shall also be sized
according to NEC and ICEA standards and also meet with P-MSHA approval.
b. Starting box shall be provided with the pump.
2. All pumps shall be designed for continuous operation at the design point and at
any head condition within 20 percent of the design total dynamic head(TDH).
3. Each pump shall be retrievable and replaceable without entering the filter bed
dosing tank and without requiring that the tank be drained.
a. The retrieval system for each pump shall consist of a 1/2" diameter nylon
braid lifting rope or stainless steel chain. The manufacturer shall furnish
special mounting accessories, if required, to accommodate the discharges as
shown on the Contract Drawings.
4. Type 316 stainless steel anchor bolts shall be provided for mounting of all items
within the pump tank.
5. Contractor may choose to use a pump station control system, as packaged by the
pump manufacturer or supplier, in lieu of integrating a control panel. The control
system must conform to all requirements shown on the Contract Drawings and as
specified in "Section 13300 -Instrumentation and Controls."
6. Pump shall be corrosion resistant and include the following:
a. Heavy wall stainless steel pump shell.
b. Stainless steel hex drive pump shaft.
c. Stainless steel discharge and mounting ring.
2.02 Pump Performance
A. Each of the four (4) Sta-Rite Turbine Pumps shall conform to the following
requirements:
1. Pump Operating Conditions:
a. 29 gpm @ 65 feet TDH
2. Discharge Diameter: 1-1/4" inches.
Boise Cascade-Moncure Facility Submersible Turbine Pumps
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No A54801 00 11908-2

3. Minimum Horsepower: Half(1/2)horsepower.
4. Acceptable Manufacturers and Models:
a. Sta-Rite (Delavan, WI).
b. Or equal, as approved by the Engincer.
B. The pump manufacturer shall perform the following inspections and tests on each
pump before shipment from factory:
1. Motor rating, and electrical connections shall first be checked for compliance with
the purchase order.
2. A motor and cable insulation test for moisture content or insulation defects shall
be made.
3. Prior to submergence, the pump shall be run dry to establish correct rotation and
mechanical integrity.
4. The pump shall be run for 30 minutes submerged a minimum of six (6) feet under
water.
5. The insulation test is to be performed again.
6. A written report stating the foregoing steps have been done shall be supplied with
each pump at the time of shipment.
2.03 Submersible Pump Design and Construction
A. The pump(s) shall be equal in all respects to Sta-Rite Turbine Pump Model No.
30DOM05221.
2.04 Submersible Pump Lubricants
A. The pump manufacturer shall furnish, with each pumping unit, all lubricants (oils and
greases)necessary for the initial lubrication of the pump and the drive motor.
1. The lubricants furnished shall be appropriately identified by viscosity and/or class
number.
2. Each lubricant Rirnished shall be identified by the name of the producer of the
lubricant and by the trade name given to the lubricant by the producer.
Boise Cascade-Moncure facility Submersible Turbine Pumps
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 11908-3

2.05 Submersible Pump Warranty
A. The pump manufacturer shall warrant the units being supplied to the Owner against
defects in workmanship and material under normal use, operation, and service for a
minimum of one (1) calendar year from the date of final acceptance of the project, at
no additional cost. The warranty shall be in printed form and apply to all similar
units.
PART 3 -EXECUTION
3.01 GENERAL
A. Install all equipment and accessories as shown on the Contract Drawings and
according to the manufacturer's instructions and recommendations.
B. Start-up services are detailed in "Section 13300 - Instrumentation and Controls." A
trained representative of the submersible pump supplier or manufacturer shall certify
the installation and verify that all control and instrumentation loops operate as
intended by the Contract Documents.
C. The warranty period for all pumps furnished under this section shall not begin until
the date on which the Contractor's Certificate of Completion is issued.
END OF SECTION 11908
Boise Cascade-Moncure Facility Submersible Turbine Pumps
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 11908-4

SECTION 11989
RECIRCULATING MEDIA FILTER
PART 1 - GENERAL
1.01 Scope of Work
A. The contractor shall be responsible for installing all aspects of the recirculating media
filter according to the conditions and requirements listed below. It is the contractor's
responsibility to notify the engineer and appropriate regulatory agency a minima n of
72 hours before installation.
1.02 Quality Assurance
A. In accordance with state guidelines the system shall be installed by a contractor
authorized in writing by the manufacturer, who shall coordinate the installation with
the designer and manufacturer's field representative. The manufacturer's field
representative and designer shall provide written confirination of their acceptance of
the system installation prior to operation permit issuance.
1.03 Acceptable Manufacturer's
A. E-Z Treat Treatment Center by E-Z Set Company
PART 2—PRODUCTS
2.01 Filter Media and Vessel
A. The filter vessel shall be made of a minimum of thick fiberglass with a smooth gel
coat on the interior surfaces.
B. The under drains and distribution network shall be per manufacturer's
recommendations and as shown on the Contract Drawings.
C. The filter media shall be plastic spheres contained in a polypropylene mattress for
easy removal.
D. E-Z Treat Model 1200 will be used to filter media.
Boise Cascade-Moncure Facility Recirculating Media Filter
Onsite Wastewater Treatment System
MacCotmell&Associates,P.0 Project No.A54801.00 11989-1

2.02 Pumps
A. The filter dosing pumps shall be four (4) Sta-Rite Turbine pumps model No.
30DOM05221, (1/2) horsepower, 230 volt for operation on a single phase service.
2.03 Controls
A. The control panel(s) shall be supplied by E-Z Set Company. It should be a duplex
panel with alternator, load sensor/alarm, two on/off timers, discharge pump alarm,
high/low water alarm, and low water level/run dry pump protection.
B. The control panel(s) shall be in a NEMA 4X enclosure, installed in accordance with
the manufacturer's recommendations, and within 10 feet of the E-Z Treat unit.
C. No splices may be placed in the filter bed dosing tank or riser. All splices shall be
made above ground in a NEMA 4X junction box.
D. Control and alarm circuits shall be on separate circuits.
E. Auto dialer shall be connected to a phone line. System operator must be able to
access the panel directly on site and shall be available with a 24 hour notice to the
county in the event a direct connection is necessary.
F. The audible/visual alarms shall be external to any structure.
2.04 Switching Valve
A. The switching valve shall be a I-lydrotek Model 6000 by K-Rain or hydro indexing
valve by FIMCO.
2.05 Effluent Bypass Valve
A. The effluent bypass valve shall be provided by E-Z Set Company.
2.06 Recirculation Assembly
A. The spin filter shall be by Dellinger or engineer's approved equal and of the size and
mesh shown on the Contract Drawings.
2.07 Effluent Filters
A. Effluent filters shall be in accordance with "Section 11401 - Effluent Filter
Assembly."
Boisc Cascade-Moncure Facility Recirculating Medin Filter
Onsite WastewaterTreatlnent System
MacConnell&Associates,P.C.Project No.A54801 00 11989-2

PART 3 —EXECUTION
3.01 Installation
A. The Contractor shall furnish and install the recirculating media filter components and
accessories per the manufacturer's instructions and engineering plans.
3.02 Guarantee
A. The Contractor shall guarantee all the work and materials furnished under this
contract against any defects in workmanship and materials for a period of one(1) year
following the date of final acceptance of the work by the Owner. Under this
guarantee, the Contractor hereby agrees to make good without delay, at their own
expense, any failure of any part of the work due to faulty materials, construction or
installation, or failure of any equipment furnished by the Contractor.
3.03 Warranty
A. The system manufacturer shall warrant all equipment supplied for a period of one (1)
year from the date of start-up.
END OF SECTION 11989
Boise Cascade-Moncure Facility Recirculating Media Filter
Onsite WastewaterTreatrount System
MacConnelI&Associates,P.C.Project No.A54801.00 11989-3

SECTION 13300
INSTRUMENTATION & CONTROLS
PART 1 - GENERAL
1.01 Summary of Work
A. Provision of Instrumentation Equipment and Wiring:
1. The extent of the instrumentation and control system is indicated on the Contract
Drawings and described in these Contract Specifications.
1.02 Related Work
A. Instrumentation and controls not included in this specification include:
1. "Section 11307 -Ultraviolet Disinfection Units."
2. "Section 11905 -Autodialer."
3. "Section 11908 - Submersible Turbine Pumps."
4. "Section 11989 - Recirculating Media Filter."
5. "Division 16 -Electrical."
1.03 Quality Assurance
A. Instrumentation items to comply with recommended practices of Instrumentation
Society of America (ISA) for performance and Underwriters' Laboratories, Inc. (UL)
standards for specific atmospheric applications. Enclosures to comply with National
Electrical Manufacturers' Association (NEMA) standards for the specific application.
B. Accuracy: The system includes primary elements, transmitters, signal circuits,
receivers, and shall meet the following criteria over an ambient temperature range of
between 0 and 120 degrees Fahrenheit.
1. Level: 1.0 percent of full scale.
C. Product Uniformity: Contractor shall certify and ensure the immediate selection of
components to meet the Contract Specifications and assure Owner that, once Engineer
and Owner approval is secured, said components and equipment are used uniformly
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MacConnell&Associates,P.C.Project No.A54801 00 13300-1

and solely throughout the Contract Work unless specific locations or applications of
service dictate otherwise.
1.04 Submittals
A. Submit the following information to the Engineer for approval prior to commencing
Contract Work:
1. Panel layouts with panel wiring and/or piping diagrams with Bill of Materials
indicating the manufacturer and catalog numbers of the components used in the
wiring diagram.
2. Elementary, ladder type wiring diagrams for control wiring involving relays,
control switches, motor starters, and pilot lights (no duplicate wire numbers shall
be used in wiring diagrams).
3. Specifications, drawings, cut sheets, and other applicable information for all
instruments to be provided.
PART 2 -PRODUCTS
2.01 General
A. The Contractor shall furnish all labor, materials, tools, equipment, and perform all
work and services necessary for or incidental to the furnishing and installation of all
operational instrumentation and controls for all the pumps associated with the
wastewater treatment and disposal system for the project, as shown on Contract
Drawings, and as specified herein.
B. The required work consists of,but is not necessarily limited to:
1. Furnishing, installing, and coordinating all instrumentation and controls for the
wastewater treatment facility upgrade at Boise Cascade Moncure Facility, as
shown on the Contract Drawings and specified herein.
C. Although such work is not specifically shown or specified, all supplementary or
miscellaneous items, appurtenances, and devices incidental to or necessary for a
sound, secure, complete, and compatible installation shall be furnished and installed
as part of the Contract Work.
D. Coordinate instrumentation equipment with other applicable sections to complete the
instrumentation and control system, complete with interconnecting wiring diagrams
(point-to-point) for connecting other equipment. Instrumentation and control includes
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Onsite Wastewater Treatment System
MacConnell&Associates,P,C.Project No.A54801.00 13300-2

metering, sensing, status indication, alarm, interlocking, switching, and miscellaneous
components required for control of process and operation variables.
E. Start-Up Services: Employ and pay for the services of manufacturer's or supplier's
certified field service representative to:
1. Inspect equipment covered by these Contract Specifications.
2. Adjust, calibrate, check, and commission the instrumentation/control system.
3. Conduct the initial start-up of equipment, perform basic operational checks, as
well as verify system operation in accordance with quality standards of this
specification section.
4. Provide Owner with a written statement that manufacturer's equipment has been
installed, commissioned, and calibrated properly and is ready for operation by the
Owner. Secure the manufacturer's certification that each control loop.functions as
required.
5. Provide operation and maintenance manuals and review the manuals orally with
the Owner's personnel to the extent needed to assure warranty compliance and
complete familiarization with correct operating and maintenance requirements of
the equipment. Instruction of operators is incidental to start-up and warranty
compliance. Multiple formal training sessions or significant time over and above
normal start-up will not be required.
F. All new control panels shall be NEMA 4X.
2.42 Electronic Equipment Environmental Protection
A. Provide all printed circuit boards with "Humiseal" conformal coating, covering all
components on both sides of board except adjustable components. Gold plate edge
connectors on circuit board and socket contacts. Install thermostatically-controlled
condensation protection heaters in all enclosures housing electronic equipment. All
control panels shall be Type NEMA 4X.
2.03 Installation
A. Furnish and install instrumentation in accordance with the highest standards
recognized in the industry, in full accordance with ISA standards, and in accordance
with all manufacturer's recommendations and instructions.
B. Ensure that installation, calibration, and commissioning of instrumentation elements
are fully recognized and authorized by manufacturers. Pleas of ignorance on the part
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MaeConnell&Associates,P C Project No.A54801.00 13300-3

of the Contractor will not be permitted relative to installer qualifications and factory
authorization.
C. In addition to installation of equipment,provide the following:
1. Equipment Calibration and Commission: Calibrate and commission control loops
from primary element to final control element or other device.
a. Calibration includes simulating the control signal at the input terminals of
various control loop elements proportional to the range of process variables
being measured.
b. Commissioning includes written verification that elements of control loops
function throughout the specified range. Provide all commission documents.
2. Test Equipment: Provide equipment for calibration of control loops which is
certified by NBS. Equipment certification will be provided upon request.
3. Equipment Start-Up: Tune control loops to provide straight line control under
dynamic conditions, Control loops must meet Owner's approval before Contract
Work will be considered complete. Verify in writing that control loops are
operating as specified.
2.04 Control Components
A. Control components (e.g., pushbutton switches, selector switches, and indicating
lights) shall be NEMA-rated, heavy duty, oil tight except, and be uniform for new
equipment.
B. Control Relays and Latching Relays: Relays shall be the machine tool-type with 120-
Volt, 60-Hertz coil- and field-convertible 10-ampere, 600-VAC contacts.
C. Timing Relays: Timing relays shall be pneumatic-type with 120-VAC coils.
D. General Purpose Relays: General purpose relays shall be plug-in type, five (5)-pin
socket, 120-VAC coil, DPDT contacts, rated for 10 amperes at 120 VAC.
E. Power Relays: Power relays shall have DPDT contacts rated for 30 amperes at 240
VAC and 120 VAC coils. Contacts shall be rated for 1 horsepower at 240 VAC.
2.05 Instrumentation Wire and Cable
A. The Contractor shall furnish and install all instrumentation cable and control wire
required for the indicated and specified instrumentation and control systems. Unless
indicated otherwise, install all cable and wire in rigid galvanized steel conduit.
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Onsite Wastewater Treatment System
MacConnell&Associates,Y.C.Project No.A54801.00 13300-4

1. Provide American Wire Gauge (AWG) No. 18 stranded copper, twisted, shielded
pairs similar to Belden No. 8760 for 4 to 20-milliampere signal wiring. Signal
wiring shall not be pulled into conduits with power or AC control wiring.
2. Provide stranded copper Type THHN/THWN for control wiring involving relays
and switches. Use AWG No. 14 minimum and larger as required to limit voltage
drop to five (5)percent when control circuits operate.
3. Provide special instrumentation wire and cable as required for instruments with
signals other than 4 to 20 milliamperes.
4. Ground cable shields, as recommended by the instrument manufacturer.
B. Signal cable and signal cable conduits are to be installed by the Contractor.
Terminations for all instrumentation wiring will be made by the Contractor.
2.06 Control Panels
A. Recirculating Media Filter:
1. See "Section 11989 -Recirculating Media Filter."
2. The control panel(s) shall be from EZ Treat.
B. Control panels shall be able to function in the hand mode when the PLC (if
applicable) is inoperable.
C. Lightning protection shall be provided.
D. Provide mercury float switches.
E. Control and alarm circuits shall be separate circuits.
2.07 Instrument Loop Descriptions
A. Instrumentation systems shall operate as described below. Provide all equipment,
wire and cable, and installation required for the operation described.
B. Wastewater Pumps:
1. All wastewater pumps shall be controlled locally from an above-grade control
panel and be operated by Hand/Off/Auto switches.
Boise Cascade-Moncurc Facility Instrumentation&Controls
Onsite wastewnter Treatment system
MacConnell&Associates,P.C.Project No.A54801.00 13300-5

a. Normal operation in the Auto mode shall be based on the wastewater levels in
the pump tank as indicated by the float level switches as well as timers and
cycle counters. As wastewater enters the pump tank, the water level will rise
until the "DOSE ENABLE" float switch level is reached. The system will not
dose until this water level is attained, and the dose event timer is satisfied.
i. Recirculating Media Filter: Dose one filter at a time with 48 gallons of
wastewater. Pumps should dose at 48 gallons per minute. Doses will last
two minutes, with a two minute rest between doses for a total of 708
cycles per day for both duplex pumps. Pump set #1 (4 pods) will dose for
two minutes, with a two minute rest between doses for a total of 354
cycles per day. Pump set #2 (4 pods) will dose for two minutes, with a
two minute rest between doses for a total of 354 cycles per day.
b. If the "HIGH WATER" float switch is contacted, the external alarm horn and
light shall be activated. The alarm condition shall be deactivated if an
operator comes out to the control system or the water level drops below the
"HIGH WATER" float switch level, whichever occurs first.
c. If the "ALARM float switch is contacted, the next pump/field shall begin a
dosing event, regardless of the time of day (i.e., the dosing schedule will be
ignored). The external alarm horn and light shall be activated until an
operator manually silences the alarm or if the water level falls below the
"HIGH WATER" float switch, whichever occurs first.
d. An Elapsed Time Meter shall cumulatively record how long each pump runs.
e. Any failure of a pump to initiate pumping when activated shall be indicated by
an alarm light on the face of the control panel and activate the external alarm
horn and signal light.
C. Autodialing System:
1. The autodialing system shall initiate remote notification when any alarm condition
is not acknowledged within a pre-set length of time.
PART 3 - EXECUTION
3.01 General
A. The Contractor shall furnish and install all conduit, power cable, and instrumentation
cable in accordance with all manufacturers' instructions and recommendations.
END OF SECTION 13300
Boise Cascade-Moncure Facility Instrumentation&Controls
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 13300-6

SECTION 15060
PIPE & PIPE FITTINGS
PART 1 - GENERAL
1.01 Description of Work
A. The extent of work under this item includes providing, installing, and testing all pipe
and pipe fittings as shown on the Contract Drawings and described herein necessary
to make complete and serviceable all piping systems.
B. Related work specified elsewhere in these Contract Specifications include:
1. "Section 02100- Site Preparation & Earthwork."
2. "Division 15 - Mechanical."
1.02 Quality Assurance
A. General: Class numbers or pressure rating and cover conditions shall be clearly
marked on the pipe and fittings at the factory. The proposed marking system shall be
submitted to the Engineer for approval prior to shipment of any pipe to the job.
B. Codes and Standards: Comply with the provisions of the following codes and
standards except as otherwise shown or specified.
1. American Water Works Association (AWWA): All applicable standards.
2. North Carolina Department of Environment and Natural Resource: All rules and
regulations.
1.03 Submittals
A. Material Certificates: Provide material certificates signed by both the manufacturer
and the Contractor. Certify that each material item complies with the specified
requirements.
B. Shop Drawings: Submit shop drawings on all piping systems.
C. Pipe Material: All piping to be used in this project is to be as indicated on the
Contract Drawings, or if not indicated, as specified below:
Boise Cascade-Moncure Facility Pipe&Pipe Fittings
Onsite Wastewater Treatment system
MacConnell&Associates,P C.Project No.A54801.00 15060-1

1. All gravity collection piping shall be Schedule 40 polyvinyl chloride (PVC) pipe,
conforming to American Society for Testing and Materials (ASTM) D 1785, with
socket and spigot-type ends for the forming of solvent-cemented joints. PVC
SDR-35 pipe shall be used in locations where minimum separations distances
between potable water lines and stormwater drainage pipe, as stipulated by the
North Carolina Department of Environment and Natural Resources, cannot be
maintained. Specifically, the gravity collection piping may cross a potable water
line or a stormwater drainage pipe, if at least 18 or 12 inches clear separation,
respectively, is maintained. Otherwise, the gravity collection piping shall be PVC
SDR-35 pipe for a distance of five (5) feet before and after the crossing. All PVC
SDR-35 pipe shall be manufactured in accordance with AWWA C150.
2. All other wastewater piping two (2) inches in diameter and smaller shall be
Schedule 80 PVC unless otherwise noted. Pipes larger than two (2) inches in
diameter shall be Schedule 40 PVC unless other wise noted.
PART2- PRODUCTS
2.01 Small Diameter Pipe (Six (6)Inches In Diameter and Smaller)
A. PVC Pipe and Fittings:
1. PVC pipe and fittings shall be manufactured from Type 1, Grade 1 PVC, in
conformance with ASTM D 1785. Compound from which pipe is produced shall
have a design stress rating of 2,000 pounds per square inch at 73 degrees
Fahrenheit, as listed by the Plastics Pipe Institute (PPI). Materials from which
pipe and fittings are manufactured shall have been tested and approved for
conveying potable water by the National Sanitation Foundation(NSF).
2. Pipe shall conform to the requirements of ASTM D 1785, size as shown on
Contract Drawings.
3. Fittings for pressure service and/or chemical applications shall conform to the
requirements of ASTM D 2466 for Schedule 40 and ASTM D 2467 for Schedule
80. For drainage and waste piping, fittings shall be drainage pattern ASTM D
2165. Socket diameter shall be such that they are compatible with the pipe for
solvent welding.
4. Solvent Cement for PVC Piping: All socket-type connections shall be joined with
PVC solvent cement complying with ASTM D 2564. Cement shall have a
minimum viscosity of 2,000 cps and be recommended by the pipe manufacturer.
Boise Cascade-Moncure Facility Pipe&Pipe Pittings
Onsite Wastewater Treatment System
MacConnell&Associates,P C.Project No A54801 00 15060-2

PART 3 - EXECUTION
3.01 General
A. Adherence to Standards and Instructions: All pipe, of whatever material, shall be
transported, handled, stored, and installed in conformance with the applicable
AWWA standards and manufacturer's instructions for the particular pipe material
involved.
B. Responsibility for Materials: During loading, transportation, unloading, and storage,
every precaution shall be taken to prevent injury to pipe, fittings, and accessories and
to prevent damage to pipe and fitting linings and coatings. Pipe shall be protected
during handling against impact, shocks, and free fall. Pipe shall be kept clean at all
times, and no pipe shall be used in the work that does not conform to the appropriate
specifications.
C. PVC Pipe: Install in accordance with Chemtrol's "Plastic Piping Handbook."
D. Shut-off valves and unions shall be provided where shown to each item of equipment
such as pumps, tanks, and coils to isolate each unit or section of piping for
maintenance and/or removal of all equipment and apparatus.
E. Provide drain piping from pump glands, relief valves, etc. to spill per pen sight drains,
floor drains, or other acceptable discharge points terminating drain line with plain end
(unthreaded)pipe.
F. Provide drain valves at low points of identified systems for complete drainage.
G. Provide caps or plugs for all open ends of pipe lines and equipment during installation
to keep dirt and other foreign matter out of pipe and equipment.
H. Provide necessary temporary cross-connections, valves, over-size flushing
connections,pumps, etc. as required to thoroughly flush systems.
3.02 Exterior Piping Systems
A. General Pipe Lang: All pipe, special castings, valves, fittings, and the bells and/or
spigots of same shall be thoroughly cleaned of all earth or other foreign matter before
being fitted together. The spigot end shall be adjusted in the bell of the pipe, using a
special casting or valve to allow for uniform gasket space, and the pipe shall be
completely forced home and held there.
Boise Cascade-Moncure Facility Pipe&Pipe Fittings
Onsite Wastewater Treatment System
MacConuell&Associates,P.C.Project No.A54801.00 15060-3

B. No pipe shall be laid except in the presence of the Engineer or his representative,
without special permission from the Engineer. Prior to being lowered into the trench,
each joint of pipe shall be carefully given a final inspection by the Contractor to see
that each is clean, sound, and free of defects. Damaged sections shall be repaired to
the satisfaction of the Engineer or removed from the site.
C. Pipe shall be laid accurately to the line and grade as designated on the Contract
Drawings. Unless otherwise noted, all pipes are to be installed at a uniform grade,
continuous from points of connection to vaults, tanks, or other control points. Where
spot elevations of a pipe line are given, such elevations shall serve as intermediate
control points for changes in grade. Required variations in the elevation or grade
shown due to existing or revised conditions, plus or minus two (2) feet, shall not be
cause for claim for additional payment by the Contractor. The Contractor is to locate
and uncover existing pipes along the path of new pipes prior to beginning new pipe
installation. The Contractor will verify existing pipe elevations and determine if any
clearance problems exist. In the event of any alignment conflicts, the Contractor shall
promptly notify the Engineer. The Engineer shall approve any changes in grade prior
to beginning pipe laying. Bell holes shall be excavated for each joint to assure that
the bedding supports the barrel of the pipe and to facilitate making a perfect joint.
Preparatory to making pipe joints, all surfaces of the portion of the pipe to be jointed
or of the factory-made jointing materials shall be clean and dry. Gaskets, whether for
the mechanical joint type or push-on joint type, shall be clean, flexible, and, where
lubrication is required, be lubricated with a lubricant recommended by the
manufacturer.
D. Pipe shall be laid in perfect alignment between turns. No abrupt changes, either in
grade or alignment, will be acceptable. At such locations where alignment changes
are indicated on the plans, fittings and adjacent pipe shall be self-restrained by
harnesses or special fittings or external blocking.
E. Cross above or below existing pipe a minimum of six (6) inches, unless otherwise
stipulated or directed by the Engineer.
F. During construction of the line, the Contractor shall provide a follower swab of a
diameter which will fit snugly to the pipe being installed, and it shall be dragged
through after each joint has been made. It is imperative that the lines be kept free
from debris during construction. For cleaning of small pipe, a suitable swab or drag
shall be kept in the pipe and pulled forward past each joint immediately alter the
joining has been completed. Trenches shall be kept free from water. When work is
not in progress, all open ends of pipe and fittings shall be securely closed so that no
trench water, earth, or other substances will enter the pipe or fittings. At the end of
each day's work, the pipe shall be inspected to insure that dirt, water, and other
materials have not entered the pipe.
Boise Cascade-Moncure Facility Pipe&Pipe Fittings
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MacComicll&Associates,P C Project No.A54801.00 15060-4

G. For gravity systems, pipe laying shall proceed up-grade with the spigot ends pointing
in the direction of flow. The line and invert grade of each pipe shall be checked from
top line carried on batter boards not over 24 feet apart or other acceptable method.
H. A metallic tape shall be placed six (6) inches above all underground plastic piping for
future location.
3.03 Piping Joints and Connections
A Screw thread joints shall be made up with sectional pipe dope applied to male threads
only. Threads exposed after joints are made up shall be mopped with the pipe dope to
prevent rust.
B. Solder Joints: Copper pipe and fittings to be sealed shall be cleaned bright with steel
wool. The joints shall be properly fluxed and made with 95 percent to five (5)percent
tin-antimony solder. Excess solder shall be wiped off before joint cools. Burnt and
annealed joints shall not be acceptable.
1. In lieu of solder joints,joints may be made using two (2)-piece ferrule connectors
equal to Swagelok tube fittings manufactured by the Crawford Fitting Company,
P&H tube fittings by Parker, or equal.
C. Solvent-Weld Joints: Use solvent-weld joints on below-ground PVC piping systems
or as indicated on the Contract Drawings.
D. Threaded Joints: Use threaded joints on above-ground PVC piping systems or as
indicated on the Contract Drawings. Only use a strap wrench when putting together
threaded PVC pipe and fittings. In no case shall a Stillson wrench be applied. Make
up joints until tight but do not stretch or distort plastic pipe. Use teflon thread
lubricant or other material as a joint compound.
E. Push-On Joints: Install below-grade PVC piping with push-on joints in a manner
where the joints are tight, but do not stretch or distort the pipe. Allowances shall be
made during construction for expansion and contraction of PVC pipe based on
manufacturer's recommendations.
3.04 Insulation of Piping
A. All outdoor pressure piping four (4) inches in diameter and smaller and all gravity
piping which is not buried shall be insulated, except where specifically stated
otherwise on the Contract Drawings or hereinafter in these Contract Specifications.
This requirement shall also apply to piping in vaults. The piping shall be insulated
with fiberglass or one (1)-inch thick Termazip Type 275 polyurethane foam with the
insulation laminated to an outside jacket of aluminum or PVC with a finished color of
Boise Cascade-Moncure Facility Pipe&Pipe Fittings
Onsite Wastewater Treatment System
MacConnetl&Associates,P.C.ProjectNo,A54801.00 15060-5

white. The material shall be furnished in standard 25-foot rolls with Insta-Grip
closure. Fittings and valves shall be insulated with TMZ pre-formed white insulated
fitting covers with one (1)-inch thick polyurethane foam insert. Thermazip pipe
insulation shall be wrapped around pipe and frac locked down in position. Insulation
shall be held in place by sealing trac with Fastener-Weld. All butt joints and :Fitting
covers shall be sealed with silicone sealant and then taped in place to provide a vapor
barrier. Installation procedures and accessory materials shall all be in accordance
with the pipe insulation manufacturer's written instructions.
B. The Contractor shall carefully examine the requirements for heat tracing as shown on
the Contract Drawings and as called for in the Contract Specifications. Do not install
insulation over heat tracing until the Engineer has inspected and verified that heat
tracing is proper and complete.
3.05 Openings
A. All openings around ductwork and piping shall be caulked with glass wool and butyl
rubber caulking compound.
3.06 Inserts and Sleeves
A. Lay out work in accordance with approved shop drawings. Furnish and set in place in
advance of pouring of slabs or construction of walls, all inserts and sleeves necessary
to complete the work.
B. Floor Sleeves: Standard weight galvanized steel pipe with bottom end flush with
surface, top and extended one (1) inch above the finished floor or slab shall be
caulked with glass wool and sealed at top and bottom with butyl mastic unless
otherwise stated hereinafter or shown on the Contract Drawings.
3.07 Thrust Restraint for Pressure Piping Systems
A. All plugs, caps and tees, and bends deflecting 11-1/4 degrees or more shall be
provided with reaction backing of 3,000-pound per square inch concrete or suitable
metal harness to prevent movement. Backing shall be placed between solid earth and
the fitting to be anchored. The backing shall be placed such that pipe and fitting
joints are accessible for repair and/or future connections. Where space limitations
will not permit installation of concrete backing, where necessary to insure
accessibility, where shown on the Contract Drawings, or if the Contractor so elects,
pipe and fittings may be self-restrained in addition to or in lieu of concrete backing.
Pipe shall be designed to carry additional stresses of thrust restraint. Details pertinent
to such self-restraining harnesses, tie rods, special pipe, etc., including design criteria
and computations, must be submitted to the Engineer for evaluation prior to
incorporating such devices into the work. Systems based on metal to metal friction,
such as retainer glands, will be considered.
Boise Cascade-Moncure Facility Pipe&Pipe Fittings
Onsite Wastewater'I'reatmentSystem
MacComiell&Associates,P.C,Project No.A54801.00 15060-6

B. Thrust restraint with an anchor ring shall be used where shown on the Contract
Drawings and at terminal pipes. In cases where terminal pipes are preceded by a
reducer, additional methods of restraint must be used for the reducer.
C. Reaction Backing: The area of bearing of the concrete backing on the earth in each
instance shall be at least equal to that shown in the table below. Minimum bearing
areas shall be measured against an undisturbed trench wall. Details of placement are
shown in the Contract Drawings,
D. Areas shown are for 150-pound per square inch test pressure. If test pressure is other
than 150 pounds per square inch, adjust area of reaction backing in direct proportion.
Required Bearing Areas (UF for Reactions Backing (SandSoil - 1 SO psi,
Pipe Tees I-Iydrant 90 Wyes 45 Wyes 22-1/2 Wyes 11-114
Size Plugs Degree Els Degree Els Degree Els Degree Els
<or equal 4" 1 2 1 1 1
6" 3 3 2 1 1
S" 4 6 3 2 1
10" 7 9 5 3 2
12" 9 11 6 3 2
Other Soil Conditions: Cemented Sand or Hardpan- Multiply above by 0.5
Gravel -Multiply above by 0.7
Hard Dry Clay-Multiply above by 0.7
Soft Clay -Multiply above by 2.0
Muck - Secure all fittings with approved harness or tie rod
clamps, with concrete reaction backing the same as
listed for sand conditions.
E. Reaction backing, tie rod clamps, or other suitable harness shall be considered as
incidental to water main construction. Their cost must be included under the
appropriate pipe and/or fitting items in the Proposal.
3.03 Testing Piping Systems
A. All testing of piping systems shall occur in the presence of the Engineer or his
representative. The Contractor is required to furnish all pumps, gauges, instruments,
test equipment, and personnel required for the tests, and make provisions for removal
of test equipment and draining of pipes after tests have been made.
Boise Cascade-Moncure Facility Pipe&Pipe Fittings
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 15060-7

1. Tests may be made of isolated portions of such piping as will facilitate general
progress of the installation. Any revisions made in the piping systems will
subsequently necessitate retesting of such affected portions of the piping systems.
2. Where water service is available, reasonable amounts of water for flushing and
testing will be furnished by the Owner at no cost to the Contractor subject to
requirements which the Owner may impose. All piping systems shall be
thoroughly flushed, prior to their testing, by providing a velocity of 2.5 feet per
second in the line being flushed.
3. Any defective material or defects in workmanship that develop during the tests
shall be remedied and the subject piping shall be retested.
B. Each section of gravity collection piping shall be tested using the low pressure air test
in accordance with the procedures established by ASTM C 828.
1. Install and properly brace plugs, capable of withstanding the applied test
pressures,in all clean-outs.
2. Pressurize the line to at least four (4) pounds per square inch and allow the
applied pressure to stabilize.
3. After stabilization of the pressure to approximately 3.5 pounds per square inch,
record the pressure and determine how long it takes for the line pressure to drop to
2.5 pounds per square inch. Allowable leakage times are as follows;
Nominal Pipe Size Time
(inches) (minutes per .100 feet)
< or equal to 4 0.3
6 0.7
8 1.2
10 1.5
12 1.8
15 2.1
18 2.4
4. If the pressure stays between 3.5 and 2.5 pounds per square inch for the entire
required test time length, the pipe section is acceptable. If not, the section is not
properly installed, and the Contractor shall correct the installation and retest at not
additional expense to the Owner.
C. Each section of pressure piping shall be tested to a hydrostatic pressure of 100 pound
per square inch.
Bosse Cascade-Moncure Facility Pipe&Pipe Fittings
Onsite Wastewnter'1'reatment System
MacConnell&Associates,P.C.Project No.A54801.00 15060-8

1. Prior to pressure testing of buried piping, backfill shall have been partially placed
and tamped to provide adequate side support for all pipe and fittings, and reaction
backing shall have been in place at least five (5) days. At joints, trenches shall be
sufficiently open for joint inspection.
2. Before applying the specified test pressure, all air shall be expelled from the pipe.
If outlets are not available at high places, the Contractor shall make the necessary
taps at points of highest elevations before the test is made. After the test has been
completed, corporation cocks shall be installed at these points and marked by the
installation of a valve box.
3. Do not test against closed valves at pressures higher than the allowable seating
pressures for individual valves. Contractor may test open valves at pressures up
to that specified for the valve bodies. In sections of the line where the test
pressures are greater than the allowable seating pressures for the valves, the
Contractor shall provide temporary plugs to test against.
4. The pressure tests shall be sustained for not less than one (1) hour and as much
longer as the Engineer may require to assure that:
a. No air pockets are in the line.
b. No broken pipe or defective materials are in the line.
c. No leaking joints have been made.
5. Leakage tests, which may be performed at the same time as the pressure tests,
shall be sustained for not less than two (2) hours. The leakage shall be defined as
the quantity of water that must be supplied into the newly laid pipe or any valved
section thereof to maintain the specified leakage test pressure after the air in the
pipe line has been expelled and the pipe has been filled with water.
a. No pipe line installation will be accepted if the leakage is greater than that
determined by the following formula: L=NDP0-5/7,400
L = allowable leakage in gallons per hour
N=number of joints in length of pipe line tested
D =nominal diameter of pipe in inches
P =average test pressure during leakage test in pounds per square inch
Boise Cascade-Moncure Facility Pipe&Pipe Fittings
Onsite Wastewater 1'reatment System
MacConnell&Associates,P.C.Project No.A54301.00 15060-9

Permitted Leakage (I gallon = 128 fluid ounces):
Pipe Diameter Permissible Leakage/10 Joints
<than or equal to 4" 0.07 gallons
6" 0.10 gallons
8" 0.13 gallons
10" 0.17 gallons
END OF SECTION 15060
Boise Cascade-Moncure Facility Pipe&Pipe Fittings
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801,00 15060-10

SECTION 15079
PIPE ACCESSORIES
PART 1 - GENERAL
1.01 Description of Work
A. The extent of this section is to furnish and install all items necessary to install the
piping and valves specified successfully.
13 Related work specified elsewhere in these Contract Specifications:
1. "Division 15 -Mechanical."
1.02 Submittals
A. Shop Drawings: Submit shop drawings on all pipe hangers, supports, and other
accessories proposed for installation of the piping and valve installed as part of the
Construction Contract.
PART 2 - PRODUCTS
2.01 Pipe Hangers and Supports
A. General: Provide adjustable hangers, supports, saddles, inserts, brackets, rolls,
clamps, supplementary steel, etc. as required for proper support of all piping. Unless
otherwise noted on the Contract Drawings, all hangers and supports shall either be
steel painted or have a hot-dip galvanized finish.
1. Hangers and supports shall be designed to allow for expansion and contraction of
pipe lines and shall be of adequate size to permit pipe protective coverings to run
continuously through hangers.
2. Piping at pumps, tanks, etc, shall be supported independently so that no weight
will be supported by the equipment.
Boise Cascade-Moncure Facility Pipe Accessories
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No A54801.00 15079.1

3. The following are acceptable manufacturers for piping hanging and support
systems:
a. Grinnell Corporation.
b. B-Line Systems, Inc.
c. Carpenter&Paterson,Inc.
d. Unistrut Corporation.
e. Or equal, as approved by the Engineer.
B. Single Hangers: Where single pipe runs are supported with clevis-type hangers, use
as Grinnell (Figure 590), Fee & Mason (Figure 239), Elcen (Figure 12), or equal.
Where splitting-type hangers are used to support single pipe runs, use Grinnell
(Figure 108), Fee & Mason(Figure 212), Elcen (Figure IOA), or equal.
C. Riser Clamps: Risers in pipe shafts shall be supported by extension pipe clamps, such
as Grinnell(Figure 261), Fee& Mason (Figure 241), Elcen (Figure 39), or equal.
D. Socket Clamps: Aeration basin drop pipes shall be secured to the trough or walls by
means of the brackets listed in Paragraph F and a socket clamp equal to Grinnell
(Figure 599).
E. Brackets: Piping supported from walls or columns shall utilize a welded steel
bracket, such as Grinnell (Figure 195), Fee & Mason (Figure 151), Elcen (Figure 57),
and an adjustable pipe roll and base, such as Fee & Mason (Figure 169), Elcen
(Figure 17), or equal.
F. Saddle Supports: Piping supported from floors or pedestals shall utilize an adjustable
cast-iron saddle, such as Grinnell (Figures 259 or 264), Fee & Mason (Figures 291 or
295, or equal.
G. Expansion Anchors: Concrete expansion anchors, where required on the Contract
Drawings, shall be of the size indicated and as manufactured by Red-Head Phillips
Anchors, Grinnell Corporation, or approved equal.
H. Supplementary Steel: Provide all necessary supplementary steel for the proper
support or attachment of hangers.
I. Schedules: Pipe support spacing and sizes for pipe hanging suspension rods shall
conform to the following schedules:
Boise Cascade-Moncure Facility Pipe Accessories
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 15079-2

Minimum Pipe
1. Pipe Diameter Support Spacine
PIPE OF POLYVINYL CHLORIDE (PVC) MATERIALS,
Between 0.25 and 0.375 inches Not over 3.5 feet
Between 0.5 and one (1) inch Not over four (4) feet
Between 1.25 and two (2) inches Not over five (5) feet
Between 2.5 and three (3) inches Not over six (6) feet
Between four(4) and five (5) inches Not over 6.5 feet
Between six (6) and eight (8) inches Not over 7.5 feet, or as shown
on the Contract Drawings
2. Pipe Diameter Minimum Rod Diameter
FOR PIPE OF ALL MATERIALS:
Two (2) inches and smaller 0.375 inches
Between 2.5 and 3.5 inches 0.5 inches
Between four(4) and five (5) inches 0.625 inches
Six (6) inches 0.75 inches
Between eight(8) and 12 inches 0.875 inches
14 inches and greater One (1) inch
PART 3 - EXECUTION
3.01 General
A. Install all piping accessories as shown on the Contract Drawings, in compliance with
all applicable portions of Section 15060 of these Contract Specifications, adhering to
the manufacturers' instructions, and as directed by the Engineer. If not otherwise
shown, provide accessories of sufficient size and ratings to complete and make ready
for service all piping systems.
3.02 Painting
A. Unless hot-dip galvanized or stainless steel, all saddles, supports, hangers, clamps,
brackets, and supplementary steel shall be shop - or field-painted with one (1) coat of
rust inhibitive primer in compliance with Section 09900 (Not Used) of these Contract
Specifications.
B. Touch-up paint all surfaces where the primer paint has been damaged or scarred
during installation.
Boise Cascade-Moncure Facility Pipe Accessories
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54901.00 15079-3

C. Surfaces of all ferrous-metal accessories intended for underground installation shall
be coated with a bitumastic paint.
END OF SECTION 15079
Boise Cascade-Moncure Facility Pipe Accessories
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.ProjectNo.A54801.00 15079-4

SECTION 15100
VALVES & RELATED APPURTENANCES
PART 1 - GENERAL
1.01 Description of Work
A. The extent of work covering valves includes furnishing, installing, and malting
operational all valves and related appurtenances as indicated on the Contract
Drawings and specified herein.
B. Related work specified elsewhere in these Contract Specifications includes:
1. "Section 15060 - Pipe &Pipe Fittings."
2. "Section 15079 - Pipe Accessories."
1.02 Quality Assurance
A. Codes and Standards: Comply with the provisions of the following codes and
standards except as otherwise shown or specified:
1. All applicable standards of the American Water Works Association (AWWA).
1.03 Submittals
A. Shop Drawings: Submit shop drawings for all valves, operators, gates, and special
items including torque tubes, supports, and brackets.
PART 2 - PRODUCTS
2.01 General
A. All above-ground valves shall be non-rising stem, handwheel-operated type, unless
otherwise shown on the Contract Drawings. Buried valves shall be wrench-operated
type, unless otherwise shown on the Contract Drawings. Where not otherwise
designated, the valves shall have a pressure rating not less than the adjacent piping,
and all valves over four (4) inches in diameter shall be provided with valve supports
of design shown in the Contract Drawings or approved by the Engineer.
Boise Cascade-Moncure Facility Valves&Related Appurtenances
Onsite Wastewater Treatment system
MacConnell&Associates,P.C.Project No,A54801.00 15100-1

B. Valve assemblies shall be furnished complete with galvanized anchor and flange
mounting hardware. All valve assemblies, including valves, operators, and
accessories shall be complete and adequate for the intended purpose and shall include
all essential components of equipment together with all mounting and other
appurtenances normal and necessary for proper installation, whether shown on the
Contract Drawings or not.
2.02 Ball Valves
A. Polyvinyl Chloride (PVC)Ball Valves: All ball valves on plastic piping systems shall
be of Type 1, Grade 1 PVC conforming to American Society of Testing and Materials
(ASTM)D 1784.
1. PVC ball valves shall be designed for a 235-pound per square inch working
pressure and rated for a maximum temperature of 75 degrees Fahrenheit. Valve
shall be double-sealed and bubble-tight when closed at the pressure rating
specified.
2. The valve body, ball, stem, gland ring, handle nut, travel stop pin, and adapter
shall be solid PVC.
3. Ball valves shall be true union valves, as shown on the Contract Drawings, with
teflon seats and Viton or EPDM O-rings. Valves shall be as manufactured by
Chemtrol, Cabot, or equal.
2.03 Check Valves
A. Ball check valves shall be PVC ball checks suitable for horizontal or vertical
mounting and of the size and in the locations shown on the Contract Drawings.
1. The valve shall consist of three (3) components: body, cover, and ball (one
moving part). All components shall be manufactured from Type 1, Grade 1 PVC,
conforming to American Society of Testing and Materials (ASTM) D 1784.
2. In the operating mode, the ball shall not impede flow through the valve. The
operating flow area shall be equal to the nominal size of the valve. The ball shall
clear the water way providing "full flow" equal to the nominal size. It shall be
non-clog.
3. The design of the valve shall be such that it keeps solids, stringy material, grit,
rags, etc. moving without the need for back-flushing
4. No outside levers, weights, springs, dash pots, or other accessories shall be
required.
Boise Cascade-Moncure Facility Valves&Related Appurtenances
Onsite Wastewater Treatment System
MacConnell&Associates,Y C.Project No A54801 00 15100-2

5. Valves shall have true union connections and berated for pressures of 235 pounds
per square inch.
6. Valves shall be manufactured by Hayward Industrial Products, Inc., George
Fischer Signet,Inc., or equal.
2.04 Knife Gate
A. Provide knife gate in location and number as shown on the Contract Drawings.
1. Knife gate shall be manufactured by Valterra Products, LLC, or equal.
2.05 Yard Hydrants
A. Provide frost-proof yard hydrants, as shown on the Contract Drawings, capable of
providing approximately 27 gallons per minute through a dual by-pass valve at a 30-
pound per square inch water pressure.
1. Yard hydrants shall be of cast-iron construction with corrosion-resistant brass
hardware. Bury depth of hydrant shall be two (2) feet.
a. Handle shall be pistol-type and capable of being padlocked to the hydrant
head. A handwheel near the handle shall be capable of locking the water flow
at the desired rate.
b. The nozzle shall be 0.75-inch diameter national pipe thread (NPT), capable of
accepting standard hose connectors.
c. The one (1)-piece molded Buna N plunger shall be designed to be easily
replaceable without removing the hydrant from the ground.
2. Yard hydrants shall be manufactured by Simmons, Woodford, or equal.
2.06 Backflow Prevention Devices
A. Backflow prevention devices shall be of the size and installed in locations shown on
the Contract Drawings. In general, backflow prevention devices shall be installed on
all potable water services where cross connection, backsiphonage, and/or back-
pressure backflow of hazardous materials into the water supply is a concern.
1. Backflow preventers shall be of the reduced pressure type, of bronze body
construction, and approved by the Foundation for Cross Connection Control and
Hydraulic Research at the University of Southern California (USC). Assemblies
shall consist of the following components:
Boise Cascade-Moncure Facility Valves&Related Appurtenances
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 15100-3

a. Two (2) independent, spring-loaded check valve assemblies.
b. One (1) diaphragm-actuated, spring-loaded, double-seat pressure differential
relief valve assembly located in a zone between the check valves.
c. Two (2) ball-type shut-off valves to allow for easy removal of the device from
the service line.
2. The principle of operation for the specified backflow prevention assembly shall be
as follows:
a. In flow/water demand condition, the check valves are open with the pressure
in the zone being maintained at a slightly lower pressure than that at the inlet.
This pressure differential holds the relief valve closed.
b. In the event backpressure occurs, causing a reversal in the direction of flow,
both check valves are closed to prevent backflow. If the second check valve is
prevented from closing tightly, leakage into the reduced pressure zone
increases the zone pressure to within a few pounds of the supply pressure.
This causes the relief valve to open, and backflow is discharged.
c. If the supply pressure drops to atmospheric or lower than the reduced pressure
zone, the relief valve will open, creating an internal air gap. This air gap is
maintained between the first check valve and the second check valve as all the
water in the reduced pressure zone is released to the atmosphere.
3. Backflow prevention devices shall be capable of operating at working pressures
up to 150 pounds per square inch and temperatures up to 140 degrees Fahrenheit
(60 degrees Celsius).
4. Reduced pressure principle backflow preventers shall be Series 909 by Watts
Regulator Company (North Andover, MA) or equal model by FEBCO Backflow
Prevention (Fresno, CA), Hersey Products (Decatur, IL), or other as approved by
the Engineer.
2.07 Accessories
A. Valve Stem Extensions: Provide valve stem extensions, as required. Extensions shall
be compatible with the type and manufacturer of the valve with which it is to be
installed and operated.
B. Tapping Saddles: Tapping saddles shall be manufactured of ductile iron and provide
a 2.5-safety factor at a 250-pound per square inch working pressure. Tapping saddles
shall be equipped with a standard AWWA C-110-77 flange connection. Sealing
gaskets shall be of the O-ring type and manufactured of high quality molded rubber,
Boise Cascade-Moncure Facility Valves&Related Appurtenances
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 15100.4

placed into a groove on the curved surface of the tapping saddle. Straps shall be of
alloy steel. Saddles shall be used for taps one-half the size of the main or less, unless
otherwise shown on the Contract Drawings or directed by the Engineer. Tapping
saddles shall be by American Flow Control, U.S. Pipe, or approved equal.
C. Cleanouts: See the Contract Drawings for clean-out details and materials.
D. Above-Grade Enclosures: Enclosures, suitable for above-grade installation of valves,
meters, backflow preventers, etc., shall be equal to Hot Box by NFE, Inc.
(Jacksonville, FL), WattsBox Insulated Enclosure by Watts Regulator Company
(North Andover, MA), or other as approved by the Engineer.
1. Enclosures shall be of reinforced aluminum or fiberglass construction and provide
for access through lockable doors and/or a lockable hinged lid. Enclosures shall be
structurally lined with insulation and contain a thermostatically-controlled heat
source, protected with a ground fault circuit interrupting receptacle. The
enclosure wall and insulation thickness shall be a minimum of one(1) inch.
E. Pressure Gauges: Pressure gauges shall be 2-1/2" stainless steel gauges on PVC seals
with mineral oil fill and glycerine-filled gauge.
1. Gauges shall be installed as shown on the Contract Drawings.
PART 3 -EXECUTION
3.01 General
A. Install valves in the locations as shown on the Contract Drawings. Installation shall
be plumb, centered, and in absolutely true alignment.
1. When buried, support valves against settlement and misalignment with a suitable,
lasting material as approved by the Engineer.
2. Above-ground and in-vault valves shall be mounted as shown on the Contract
Drawings. Such valves shall be rigidly held in place using supports and hangers
as specified in the Contract Documents. The stem orientation of valves shall be as
approved by the Engineer for accessibility, but no valve shall have a stem in the
downward position.
3. For buried service valves, install and secure extension stem. Install valve boxes
for gate valves as indicated on the Contract Drawings. Adjust the length of the
valve box to bring the cover to the finished grade elevation. Center valve box
over the valve operating nut, so that it fits around the stuffing box and rests on the
valve bonnet. Align valve box so that it is plumb. Place and compact soil
Boise Cascade-Moncure Facility Valves&Related Appurtenances
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 15100-5

material in layers around the valve box so as to prevent misalignment or shifting.
Pour a concrete pad around the cover as shown on the Contract Drawings.
Furnish three (3)tee-handle valve wrenches to the Owner.
4. Install backflow prevention devices per manufacturer's instructions and
recommendations, as well as in accordance with local plumbing codes.
a. All backflow prevention assemblies shall be installed in an appropriate
enclosure and in a location away from normal traffic patterns.
b. Backflow prevention assemblies may be installed in the same enclosure as the
meter for the protected water service, with the approval of the Engineer.
5. Above-grade hot box-type enclosures shall be installed according to
manufacturer's instructions and recommendations. Contractor shall locate above-
grade enclosures in areas where damage due to traffic or other daily activities will
not occur.
a. All above-grade enclosures shall be anchored to a four (4)-inch thick full
concrete slab. Contractor shall provide for drain openings for water discharge.
b. Power service to the enclosure shall be installed in accordance with the
National Electric Code and local ordinances.
B. Clean valve interior of all foreign matter before and after installation. Tighten
stuffing boxes and inspect valve in open and closed position to assure that all parts are
working properly.
3.02 Testing
A. The Contractor shall test all valves and appurtenances for operation and is responsible
for making any adjustments of settings so that the valve assemblies are free from
vibration, binding, scraping, and other defects. Correction of defects shall be
provided by the Contractor at no cost to the Owner.
3.03 Cleaning
A. All valves and appurtenances shall be flushed clean of all foreign matter together with
the piping, as specified in "Section 15060 - Pipe & Pipe Fittings" of these Contract
Specifications.
END OF SECTION 15100
Boise Cascade-Moncure Facility Valves&Related Appuitenances
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 15100-6

SECTION 16010
ELECTRICAL REQUIREMENTS
PARTI - GENERAL
1.01 Description of Work
A. This section covers the furnishing and installing of all electrical work to make
operational the wastewater treatment facility for Boise Cascade Moncure Facility.
The work includes items and systems listed below, as shown on the Contract
Drawings or required in connection with the project, but not otherwise specified. The
applicable parts of the General and Supplemental General Conditions as well as the
General Requirements, if any shall be included in and made part of this section of the
Contract Specifications. Examine all Contract Drawings and all other sections of the
Contract Specifications for requirements therein affecting the work of this trade.
B. The major components included in the work are:
1. Electrical Alteration:
a. Electrical power shall be brought from supply sources existing nearby to the
proposed location of the wastewater treatment facility.
2. Equipment Installation, Site Wiring, and Start-Up:
a. New submersible pumps and float system shall be installed as shown on the
Contract Drawings.
b. A new autodialing system(s) shall be installed.
c. Contractor shall be responsible for verifying that all installed equipment
operates as intended by the project design.
3. Instrumentation/Control Wiring and Start-Up:
a. The dosing system(s) shall be operated both automatically through a
timer/float system, and manually through operator interface at a control panel.
b. Contractor shall be responsible for verifying that all dosing system controls
operate as intended by the project design.
Boise Cascade-Moncure Facility Electrical Requirements
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 16010-1

1..02 Contract Drawings
A. Locations of equipment, outlets, etc. as given on the Contract Drawings are
approximately correct, but are subject to minor modifications as found necessary at
the time installation in order to meet job conditions. Such changes shall be made by
the Contractor at no additional cost to the Owner.
B. The Contractor shall be held responsible for verifying all equipment, locating stub-up
dimensions, electrical characteristics, etc. prior to routing cable runs. The Contractor
shall make connections per manufacturer's wiring diagrams.
1.03 Submittals
A. Submittals to the Engineer for review shall include, but not be limited to, the
following items:
1. Shop Drawings:
a. Motor control equipment.
b. Wiring terminal boxes and field control panels.
c. Power circuit breakers, including coordination data.
2. Catalog Cuts:
a. Electrical and instruunentation/control panels.
b. Wire and cable.
c. Switches.
d. Motor starters.
e. Multi-outlet assembly.
f. Conduit.
g. Wireway.
h. Wiring devices.
i. Specialty boxes and devices.
Boise Cascade-Moncure Facility Electrical Requirements
Onsitc Wastewater Treatment System
IvlacConnell&Associates,P.C,Project No,A54801.00 16010-2

j. Special systems equipment.
1. Control stations.
in. Splicing materials.
n. Terminal blocks.
o. Cable terminations.
1.04 Connection to the Work of Others
A. This project will require connection to control panels, instruments, and equipment
provided by others. Such connections will be made in strict accordance with
manufacturer's instructions.
B. The Contractor is solely responsible for coordination of all trades, sub-contractors,
etc. All electrical work shall be completed with consideration of all civil,
architectural, mechanical, and structural work completed or to be completed as a
result of this Construction Contract.
C. The Contractor shall consult with the Engineer before continuing with any work that
is in conflict with the Contract Documents.
1.05 Damage
A. The Contractor shall protect and leave in like-new condition all existing materials,
apparatus, fittings, fixtures and trim on the Owner's property. Should any items be
damaged or broken, the work must be corrected and damaged items replaced with
new items by the Contractor at no additional cost to the Owner. Any work which
requires correction because of damage shall be done by the skilled trade which
originally performed the work.
B. Any adjustments between Contractors and sub-contractors, relative to damage to work
or materials, shall not be the responsibility of the Owner, the Engineer, or their
representatives.
Boise Cascade-Moncure Facility Electrical Requircments
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MacConnell&Associates,P.C.Project No,A54801.00 16010-3

1.06 Clean Up
A. The Contractor shall keep the job site in an orderly and clean condition and shall
periodically, or when directed by the Engineer to do so, clean-up and remove
accumulated rubbish from the construction site.
B. After installation is complete, the Contractor shall thoroughly clean all fixtures,
machines, and apparati as well as touch-up any places or parts which have become
marred with paint matching the original.
1.07 Permits
A. The Contractor shall secure and pay for all licenses, permits, and inspection fees
required by federal, state, and local agencies having jurisdiction over the work. The
Contractor, by submitting his bid, agrees to furnish any additional labor or material
required for compliance to all federal, state, and local agencies at no additional cost to
the Owner. The Contractor shall obtain certificates of inspection and approval from
all authorities having jurisdiction and shall forward copies of same to the Engineer for
completion of his files.
PART 2 -PRODUCTS
2.01 Materials
A. All electrical products and materials installed under the Contract shall conform to the
technical specifications pertaining to the Electrical Contract.
1. All materials and equipment shall be new and shall be listed by Underwriters'
Laboratories, Inc. (UL) for the intended use, when a standard for such material
and use exists. Material and equipment shall display a UL label or marking as
part of the product.
2. All materials and equipment shall be compatible with each other and compatible
with other work which shall interface with work completed by the Contractor.
For exposed work, the Contractor shall coordinate the colors and finishes of
electrical materials and equipment with the Engineer.
3. Where several units of one (1) type of equipment or product are used, all units
shall be the product of the salve manufacturer.
Boise Cascadc-Moncure Facility Electrical Requirements
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MacConnell&Associates,P.C.Project No,A54801,00 16010-4

PART 3 -EXECUTION
3.01 General
A. All electrical work performed under the Contract shall conform to the requirements
set forth in the technical specifications governing the Electrical Contract.
1. The Contractor may and should advise the Engineer of changes necessitated by
job conditions or for explanations of functions of equipment, controls, operation,
etc.
2. The Contractor is to provide all piers, supports, shelving, foundations, anchor
bolts, strut, hardware, etc. necessary to support equipment installed by him, unless
specifically indicated otherwise. All concrete electrical equipment pads shall be
provided by the electrical contractor.
3. The Contractor shall perform all excavation required for his work. The
Contractor shall also backfill and grade all excavation. The Contractor shall
remove all water from excavations before installing any work.
4. The Contractor shall be responsible for all cutting, patching and fitting of his work
that may be required to make its several points come together properly. The
Contractor shall also be responsible for fitting his work to receive or be received
by work of other trades shown or reasonably implied by the Contract Drawings.
The Contractor shall complete his work as the Engineer directs.
a. The Contractor shall not endanger any work by cutting or patching and shall not
cut or alter installed work without the consent of the Engineer.
5. All materials, devices, appliances, and specialties, when in multiple use, shall be
of a single manufacturer to simplify spares and repairs.
6. Performance testing, if required for a particular item of equipment, will be
performed as described in the appropriate section of these Contract Specifications.
END OF SECTION 16010
Boise Cascade-Moncure Facility Electrical Requirements
Onsite Wastewatei Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 16010-5

SECTION 16020
CODES AND STANDARDS
PART 1 - GENERAL
1.01 Summary
A. All electrical work is to be performed in accordance with the most recent edition of
the National Electric Code (NFPA-70).
B. All "Division 16 - Electrical" sections of the Contract Specifications contain a
"References" paragraph in Part 1. These are codes and standards that are incorporated
into the Contract Specifications when referenced in the text. The latest edition of
these references shall apply.
PART 2 -PRODUCTS
This Part is not used.
PART 3 -EXECUTION
This Part is not used.
END OF SECTION 16020
Boise Cascade-Moncure Facility Codes&Standards
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MacConnell&Associates,P.C.Project No.A54801,00 16020-1

SECTION 16051
NAMEPLATES
PART I - GENERAL
1.01 Description of Work
A. Nameplates for all electrical equipment and devices shall be laminated with plastic
3/32 inches thick. Engraving shall be white on a black field and have approximately
0.125-inch high lettering. For large equipment such as the switchboards, lettering
shall be not less than 0.5 inches high.
1. Nameplates shall be engraved with the name and identifying number of the
equipment served, as well as the voltage, phase, and number of wires associated
with the piece of equipment (e.g. 277/480 volts, 3 phase, 4 wire).
2. The following items, as appropriate, shall be provided with nameplates:
a. Motor control centers.
b. Starters.
c. Disconnect switches.
3. Nameplates shall be permanently affixed with stainless steel screws to the front
trim of the equipment indicated.
PART 2 - PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 16051
Boise Cascade-Moncure Facility Nameplates
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MacConnell&Associates,P.C.Project No.A54801.00 16051-1

SECTION 16052
TOUCH-UP AND FINISH
PART 1 - GENERAL
1.01 Touch-Up
A. When grouting around light•switches, receptacles, and/or other devices, nameplates
shall be removed so no grout material is on the plate. The Contractor shall replace
any plate, wiring device, or any portion of the electrical equipment that becomes
coated with foreign material.
B. Wiring devices shall have foreign paint and grout removed before work acceptance
by the Owner and Engineer.
C. Electrical equipment such as switchgear, panel boards, junction boxes, switches, or
associated control equipment shall be cleaned, on both the interior and exterior,
before the equipment is put into service.
D. Lighting fixtures shall be thoroughly cleaned on the inside and outside after their
installation and before putting them into service.
E. Damage to the paint finish of any electrical equipment shall be touched-up with
matching paint provided by the equipment manufacturer.
PART 2 -PRODUCTS
This Part is not used.
PART 3 - EXECUTION
This Part is not used.
END OF SECTION 16052
Boise Cascade-Moncure Facility Touch Up acid Finish
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 16052-1

SECTION 16110
RACEWAYS AND FITTINGS
PART 1 - GENERAL
1.01 Description of Work
A. Existing Raceways: Existing spare conduits in concrete-encased ducts are to be used
only if shown on the Construction Drawings.
B. New Raceways: All other circuits associated with the electrical work are to be run in
new conduit. A 0,75-inch minimum size is allowed on all electrical conduit.
1. PVC conduit shall be used in poured concrete, in concrete-encased duct banks, or
direct burial.
2. Flexible water-tight metallic conduit shall be used at all equipment connections.
1.02 References
A. American National Standards Institute (ANSI):
1. "Rigid Steel Conduit- Zinc-Coated (ANSI C-80.1)."
2. "Electric Metallic Tubing -Zinc-Coated (ANSI C-80.3)."
B. National Electrical Manufacturers'Association(NEMA):
1, "Electrical Non-Metallic Tubing (NEMA TC-13),"
2, "PVC Externally-Coated Galvanized Rigid Steel Conduit and Intermediate Metal
Conduit(NEIVIA RN-1)."
C. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA 70)."
D. Underwriters' Laboratories, Inc. (UL):
1. "Flexible Metallic Conduit(UL-1)."
2. "Rigid Metal Conduit (UL-6)."
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3. "Liquid-Tight Flexible Metal Conduit (UL-360)."
4. "Schedule 40 and 80 Rigid PVC Conduit(UL-651)."
5. "Electrical Metallic Tubing (UL-797)."
PART 2 - PRODUCTS
2.01 Galvanized Rigid Steel Conduit
A. The galvanized conduit, fittings, and couplings, prior to manufacturer's placement of
zinc-steel coating, shall conform to both ANSI C80.1 and UL-6.
1. The conduit, fittings, and couplings shall be hot dip galvanized inside and out
with hot dip galvanized threads.
B. The interior as well as the male and female threads of all conduit, fittings, and
couplings shall be coated with a urethane product. The required thickness of the
urethane coating shall not be less then two (2)millimeters (mils).
1. The interior urethane coating shall afford sufficient flexibility to permit field
bending without cracking or flaking of the coating.
C. All coated conduit, fittings, and couplings shall conform to NEMA RN-1.
1. The nominal thickness of the exterior PVC coating shall be 40 mils except where
the part configuration or application of the part dictate otherwise.
2. The PVC coating shall be applied by the plastisol dip method except when the
part configuration dictates otherwise.
3. The conduit shall be bendable without damage to the exterior coating.
D. Acceptable products and manufacturers include:
1. "Plasti-Bond Red" by RobRoy Industries (Verona, PA).
2. "OCAL-BLUE" by Ocal, Inc. (Van Nuys, CA).
3. Or equal, as approved by the Engineer.
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2.02 Flexible Metal Conduit
A. Liquid-tight flexible steel conduit shall be used for connection to all motors,
transformers, and field-mounted electrical operators. The maximum length of
flexible connections shall be 18 inches.
1. Flexible conduit to lighting fixtures in concealed ceiling cavity may be un-coated
per UL-1. All other flexible conduit must be liquid-tight and listed under UL-
360.
2. Flexible metal conduit not exceeding six (6) feet in length shall be used to connect
lighting fixtures in suspended ceilings to the rigid conduit system. 17ie flexible
conduit shall be installed from a properly-supported outlet box to the light fixture.
3. Flexible metal conduit shall not be less than 0.5 inches for tap connections to light
fixtures and shall not run continuously from light fixture to light fixture.
B. Flexible conduit shall not be used in lieu of conduit bends and offsets.
C. Flexible conduit connectors shall be of the proper type with an insulated throat, as
manufactured by T &B or approved equal.
2.03 Rigid PVC Conduit
A. Conduit shall be Schedule 40 and listed raider UL 651.
B. Conduit fittings shall also be Schedule 40 PVC.
PART 3 - EXECUTION
3.01 Installation
A. All galvanized rigid steel conduit systems shall be installed in complete accordance
with the manufacturer's requirements and recommendations.
B. Conduit must be neatly-arranged,properly-aligned, and supported.
1. Conduit shall be kept at least six (6) inches from flues, steam pipes, or hot water
pipes where possible.
2. Concealed conduit shall be run in a direct line with long sweep bends and offsets.
Exposed conduit shall be run parallel to and at right angles to building lines.
a. Bends or offsets shall be made with standard conduit ells, field bends made
with an approved bender, or hickey or hub-type conduit fittings.
Boise Cascade-Moncure Facility Raceways&Fittings
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b. The number of bends in the conduit shall be kept at a minimum and conform
to the National Electric Code.
3. All conduit shall be square cut and reamed to remove any shoulders.
4. Exposed conduit runs shall be strapped, on maximum eight (8)-foot centers and a
maximum of one (1) foot from the termination at each outlet or panel, unless
otherwise indicated. Non-metallic conduit shall be supported at spacings
recommended by the manufacturer.
C. Conduit joints shall be wrench-tight, free from obstructions, clean, and dry before
pulling conductors. The Contractor shall exercise the necessary precautions to
prevent debris from entering conduit, fittings, and boxes during the course of
installation. Conduit ends shall be plugged with approved conduit seats as soon as
installed is complete. The conduit seals shall not be withdrawn until all concrete
work, masonry work, and plastering to be performed under the Construction Contract
is complete.
D. Erickson couplings may be used in conduit, but unions will not be permitted.
Running threads or split couplings shall not be permitted.
E. Where conduit runs through building expansion joints, an appropriate expansion
fitting shall be used. Conduit expansion fittings shall have copper bonding jumpers,
such as Crouse Hinds Type XJ Series or Appleton XJ Series.
F. Where conduit passes tluough masonry or concrete walls, foundations, floor
construction, or partitions, the Contractor shall provide sleeves for the conduit's
passage. The Contractor shall seal around the conduit to make water-tight and fire-
proof. All penetrations cut through smoke/fire walls and partitions shall also be
sealed. Sealant shall be grout for floors and 3-M brand fire-barrier system for walls.
Seals shall be installed according to the manufacturer's recommendations and be
equal to the material through which the conduit is passed.
G. Where conduit passes through partitions and/or dividing spaces having temperatures
that vary by 30 degrees Fahrenheit or more, a seal shall be installed to prevent
passage of moisture in conduits from one area to the other.
END OF SECTION 16110
Boise Cascade-Moncure Facility Raceways&Fittings
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No.A54801.00 16110-4

SECTION 16123
WIRE AND CABLE - 600 VOLTS AND BELOW
PART 1 - GENERAL
1.01 Description of Work
A. The Contractor shall provide and connect all cable and accessories required for the
circuits shown on the Contract Drawings or required by these Contract Specifications.
This includes connection to motors, control panels, instruments, and all other
equipment and accessories to,be provided by others.
1.02 Cable Routing
A. The cable runs on the Contract Drawings are schematic in depiction and do not show
exact routings. The endpoints of each run are identified in the wiring and panel
schedules. It is the responsibility of the Contractor to determine exact cable lengths.
B. All cable shall be run in conduit unless otherwise specified on the Contract Drawings.
1.03 References
A. Underwriters' Laboratories, Inc. (UL):
1. "Thermoplastic Insulated Wire and Cable (UL-83)."
B. American Society for Testing and Materials (ASTM):
1. "Cable Stranding (ASTM BB)."
C. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
D. Insulated Cable Engineers Association (ICER):
1. "Cable Insulation (ILEA S-66-524)."
2. "Electrical Properties of Materials (ICER S-68-516)."
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MacCoivtcll&Associates,PC.Project No A54801.00 16123-1

B. Grounding conductor sizes shall be at least as large as specified in Article 250 of
NFPA-70), but no smaller than that called for on the Contract Drawings.
2.03 Multi-Conductor Cable
A. Multi-conductor control cable shall be used from field instruments or junction panels
to master control cabinets. Cable shall have No. 14 AWG stranded copper
conductors per ASTM B 8, with T.HHN/THWN insulation on each conductor. The
entire assembly shall have an overall polyvinyl chloride (PVC) jacket and be listed
per UL-1277.
B. Each conductor shall be identified with a dual coding scheme:
1. ICEA Method 1: Solid color with a longitudinal stripe.
2. ICEA Method 4: Printed numbers.
2.04 Twisted, Shielded Parts
A. Twisted, shielded pair(TSP) cable shall be used for all analog signals. Cable shall be
300 volts and UL-listed as Type PLTG. Cables shall have stranded copper
conductors with PVC insulation, an overall aluminum/polyester tape shield, stranded
tinned copper drain wire, nylon rip cord, and an overall PVC jacket.
2.05 Communications Network Cable
A. Network cable shall be used to provide hard-wire communications between the
programmable logic controllers at the various control cabinets, and the main
computer. The cable shall be Belden 9463 "Twinax" or equal.
2.06 Thermocouple Extension Cable
A. Thermocouple extension wire shall be ASA/ISA Type KX, chromel/alumel, 16
gauge, such as Okonite Type 284-20-3401 or equal.
PART 3 -EXECUTION
3.01 New Circuit Runs
A. All circuits are to be run continuously and without splices where practical. If splices
must be made, they shall be made in boxes or manholes.
1. Make splices, taps, and terminations to carry full ampacity of conductors with no
perceptible temperature rise.
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MacConnell&Associates,P.C.Project No A54801,00 16123-3

2. Use high compression connectors for splices and taps No. 6 AWG and larger.
Tape un-insulated conductors and connectors with electrical tape to 150 percent
of insulation rating of conductor.
3. Use solderless pressure comleetors with insulating covers for splices and taps No.
8 AWG and smaller.
3.02 Connections
A. The connection of motor branch circuits to motor leads shall be made using Burndy
durium bolts of the proper diameter to match the hole in the spade .lug. The bolts
shall have a durium nut and internal shake-proof lockwasher. The bolts shall be
trimmed to proper length so as not to cause unnecessary irregularity in the
connection. The connection shall be completely taped with "Scotchfil" filler to fill
voids and pad irregular shapes. The Contractor shall then use two (2) complete
overall layers of electrical tape half-lapped to seal and protect the mechanical
connection.
B. Connections in control cabinets provided by others are to be made per the
manufacturer's/provider's written diagrams and instructions. Wire numbering and
terminal identification will be made per the manufacturer's documents.
1. All wiring in the control cabinets shall be neatly-formed, grouped, and taped to
present a neat and orderly appearance. All connections in this control cabinet
shall be made with compression hags. Under no circumstances shall strands be
cut from the conductors to fit the compression lugs.
END OF SECTION 16123
Boise Cascade-Moncure Facility Wires and Cables-600 Volts and Below
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No A54801.00 16123-4

SECTION 16130
OUTLET BOXES, JUNCTION AND PULL BOXES, AND WIREWAYS
PART 1 - GENERAL
1.01 Requirements
A. Boxes shall be provided at locations as specified in Article 300-15 of the National
Fire Protection Association (NFPA) 70.
B. Boxes shall be provided for the mounting and connection of instruments as shown on
the Contract Drawings.
1.02 References
A. National Electrical Manufacturers' Association(NEMA):
1. "Outlet Boxes and Covers (NEMA 051 and 052)."
B. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
C. Underwriters' Laboratories, Inc. (UL):
1. "Boxes, Fittings, and Covers (UL-514A, 514B, and 514C)."
PART 2 - PRODUCTS
2,01 Outlet Boxes
A. Concealed outlet boxes shall be galvanized iron or steel conforming to UL-514A,
either square or octagonal with knockouts and fitted with plaster rings where
necessary to set flush with the finished surface unless otherwise noted. For use in
hollow-core masonry walls, the switch boxes shall be of sufficient depth to permit
conduit to rise in the core with a minimum cutting of block. Finished boxes or plaster
covers shall be flush with finished walls.
B. Unless otherwise indicated, exposed outlet boxes and instrument mounting boxes
shall be of type NEMA 4X, such as Crouse Hinds FS or FD Cast Series, or
manufactured of Type 304 stainless steel.
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C. Outlet boxes shall be as manufactured by the Steel City Company, Appleton, Raco, or
equal.
2.02 Pull Boxes,Junction Boxes, and Wireways
A. Furnish and install pull boxes,junction boxes, and wireways in the raceway system to
facilitate conductor installation, where necessary and as shown on the Contract
Drawings.
1. In general, conduit runs of more than 200 feet or with more than three (3) right
angle bends shall have a pull box installed at a convenient intermediate location.
2. Unless otherwise indicated, exterior boxes shall be made of Type 304 stainless
steel, and interior boxes and Wireways shall be made of galvanized steel. The
metal gauge and physical size of all boxes and wireways shall be as required by
the NFPA-70 for the number and size of conduits and conductors involved.
3. Pull boxes, junction boxes, and wireways in wet locations shall be of
weatherproof type,manufactured by Hoffman or equal.
4. Contractor shall be responsible for providing pull boxes such that the maximum
pulling tension specified by cable manufacturers is not exceeded.
5. All boxes shall have removable screw covers.
B. Wireway systems shall be complete including straight sections, curved sections,
fittings, accessories, and supports for a complete and fully-operational system.
PART 3 -EXECUTION
3.01 Installation
A. Boxes for wall switch outlets shall be mounted as indicated on the Contract Drawings
or as described in "Section 16140 - Wiring Devices" of the Contract Specifications.
1. When located near doors, outlets shall be installed on the strike side of the door.
The Contractor will coordinate the placement of switch boxes with other trades so
that all switch boxes will be on the strike side of every door, unless conditions
dictate otherwise.
2. Surface-switch outlets shall be located in the center of a concrete block with
conduit serving the box running straight and at right angles.
Boise Cascade-Moncure Facility Outlet Boxes,Junction and Pull Boxes,and Wireways
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MacConnell&Associates,P.C.Project No.A54301.00 16130-2

3. Boxes for receptacle wall outlets shall be mounted as indicated on the Contract
Drawings or as described in "Section 16140 - Wiring Devices" of the Contract
Specifications. Plaster covers shall be located so that, after installation of wiring
devices,the cover plates will fit flush with wall without the necessity of shimming
the wiring device with the wiring device securely attached to the outlet box.
B. Pull and splice boxes shall be mounted to structures with supporting facilities
independent of the conduits entering or leaving the boxes. When several feeders pass
through a common pull box, they shall be tagged to indicate clearly their electrical
characteristics, circuit number, and panel designation. In no case shall the boxes or
wireways be installed in an inaccessible location.
C. Contractor shall coordinate cover plates of boxes so that the appropriate cover plate
will be used.
END OF SECTION 16130
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MacConnell&Associates,P.C.Project No.A54801.00 16130.3

SECTION 16140
WIRING DEVICES
PART 1 - GENERAL
1.01 Description of Work
A. This section includes the furnishing, installation, and connection of wiring devices.
1.02 References
A. National Electrical Manufacturers' Association (NEMA):
1. "Wiring Devices (NEMA WD-1)."
2. "Dimensional Wiring Devices (NEMA WD-6)."
B. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
C. Underwriters' Laboratories, Inc. (UL):
1. "Snap Switches (UL-20)."
2. "Plugs and Receptacles (UL-498)."
PART 2 -PRODUCTS
2.01 Receptacles
A. Standard duplex receptacles shall be listed per UL 498.
1. Receptacle face and back-body shall be constructed of a high impact-resistant
thermoplastic material. The receptacle shall provide a back and side-wired
termination. They shall be two (2)-pole, three (3)-wire with a green equipment
ground screw and an automatic grounding system attached to the strap.
2. All receptacles shall be ivory-colored.
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3. Receptacle manufacturers shall be as follows:
NEMA Configuration Pass &Seymour Hubbell 4rrowhart
5 - 15 R 5262-I 5262-I 5262-1
5 - 20R 5362-I 5362-1 5362-1
2.02 Switches
A. Standard flush tumbler switches shall be listed per UL-20.
1. Switches shall include a green ground screw attached to the mounting strap. The
device shall be rated for 20 amperes, 120/277 volt AC, and have side and back-
wire terminations. Switches shall be single-pole, double-pole, and either three
(3)-way or four (4)-way as indicated on the Contract Drawings.
2. All switches shall be ivory-colored.
3. Where more than one switch is shown at an outlet, switches shall be installed
Linder a gang plate.
4. Switch manufacturers shall be as follows:
Type Pass &Seymour Hubbell Arrowhart
SPST 20ACI-I 1221-1 1221-1
Three (3)-Way 20AC3-I 1222-I 1222-I
Four(4)-Way 20AC44 1224-I 1224-I
B. Switches controlling or disconnecting fractional horsepower motor loads shall be
horsepower-rated and approved for motor control service. Switches shall be Square
D Type F or equal, complete with a properly-rated overload device and pilot lamp, if
indicated.
2.03 Wiring Device Plates
A. Plates for flush-mounted devices shall be standard size and manufactured of Type 302
stainless steel with a brushed finish. Device plates shall be of the one-piece type and
of a suitable shape to cover the devices. The use of sectional device plates will not be
permitted. Blank plates shall be installed on all unused outlets.
2.04 GFCI Receptacles
A. GFCI receptacles shall be Class A UL-rated with a five (5)-milliamperage ground
fault trip level and a 20-ampere feed-through rating. The device shall have side wire
termination.
1. All GFCI receptacles shall be constructed of a high-impact resistant thermoplastic
material.
Boise Cascade-Moncure Facility Wiring Devices
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MRcConnell&Associates,P.C.Project No.A54301.00 16140-2

2. All GFCI receptacles shall be installed with the ground pin in the up position.
3. GFCI receptacle manufacturers shall be as follows:
NEMA Configuration Pass &Seymour Hubbell Arrowhart
5 - 15 R 1591 SI GF5252-I GF5242-I
5 - 20 R 2091 SI GF5350-I GF5342-I
PART 3 -EXECUTION
3.01 Wiring Devices
A. Wiring devices shall be as noted by the symbol schedule on the Contract Drawings.
Unless specifically noted otherwise, the mounting height from finished floor to the
center of the device shall be as follows:
1. Tumbler Switches: 48 inches.
2. Convenience Receptacles: 16 inches in finished spaces and 48 inches in shops
and other unfinished spaces.
B. During construction, all wiring devices and plates shall be taped or covered to prevent
paint from getting in devices.
C. Wall-mounted devices shall be flush-mounted in finished walls and surface-mounted
on unfinished interior walls or on existing masonry walls.
END OF SECTION 16140
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MacConnell&Associates,P.C.Project No.A54801.00 16140-3

4. Breakers shall conform to NEMA AB-1 and be listed under UL-489.
2.02 Manufacturers
A. Circuit breaker manufacturers shall be Cutler-Hammer (Eaton), Square D Company,
General Electric, Siemens (ITE), or equal.
PART 3 -EXECUTION
3.01 Installation
A. Provide circuit breakers in panel boards as indicated on the Contract Drawings and
according to manufacturer's recommendations.
END OF SECTION 16160
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MacConnell&Associates,P.C,Project No.A54801.00 16160-2

SECTION 16450
GROUNDING AND BONDING
PART 1 - GENERAL
1.01 Description of Work
A. Except where specifically indicated otherwise, exposed non-current carrying metallic
parts of electrical equipment and metallic raceway systems of the wiring system shall
be grounded.
B. The neutral connections of the main service transformers are to be grounded at the
transformer only. Grounds are to be established at the transformer secondary by
driving ground rods until a maximum of five (5)ohms of impedance is reached.
C. The neutral connection of each lighting transformer shall be connected to the ground
grid system and to building steel.
D. Ground grid shall be provided around each new structure with ground rods and bare
cable as shown on the Contract Drawings. Grounding connections to rods and to
building steel columns to be exothermic welded.
E. A separate grounding system consisting of driven rods of a five (5)-ohm maximum
impedance shall be provided for the surge protection systems at the service entrances.
The rod(s) shall be connected by insulated 4/0 copper cable to the surge protectors.
1.02 References
A. National Fire Protection Association (NFPA):
1. "National Electric Code (NFPA-70)."
B. Underwriter's Laboratories (UL):
1. Grounding and Bonding Equipment (UL-467)."
C. American Society for Testing and Materials (ASTM):
1, "Concentric Stranded Copper Conductor(ASTM A-8)."
Boise Cascade-Moncure Facility Grounding&Bonding
Ons itc Wastewater Treatment system
MacConnell&Associates,P.C.Project No.A54801 A0 16450-1

PART 2 -PRODUCTS
2.01 Grounding Conductor
A. Equipment Ground: Copper with TI1W or TWIN/TIIWN insulation, green
identifying color, and sized per NFPA-70 (Table 250-94).
B. Surge Protection Ground: Copper with THW or THHN/THWN insulation, green
identifying color,250 MCM.
C. Building Ground Grid: No. 4/0 soft-drawn, stranded, bare, copper, per ASTM B 8.
2.02 Ground Rods and Connectors
A. Rods: Copperclad steel, sectional 0.75-inch diameter by 10 feet long, and per UL-
467.
B. Rod Connections: Thermite weld by Cadweld or equal.
C. Water Pipe Connections: 0.2./Gedney "CO" Series connector or equal. Connector
design shall provide pipe clamping device separate from four (4)-lug ground wire
device.
PART 3 -EXECUTION
3.01 Installation General
A. Grounding Electrode System:
1. Ground service secondary neutrals at XFMR only.
2. Feeder neutrals, if used, are not to be grounded at load end.
3. Building feeder grounds to be bolted to building grounds per NFPA-70 (Article
250).
4. Grounding electrode conductors shall be connected to the service entrance panel
per NFPA-70 (Article 250).
B. Eq-uipment Grounding: Metallic structures, enclosures, raceways, junction boxes,
outlet boxes, cabinets, machine frames, and other conductive items in close proximity
with electrical circuits shall be grounded.
Boise Cascade-Moncure Facility Grounding&Bonding
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No A54801.00 16450-2

C. Conduit Systems:
1. Ground all metallic conduit systems.
a. Bond conduit containing only a grounding conductor at the entrance and exit
from the conduit.
D. Feeders and Branch Circuits: Install green grounding conductors with all feeders and
branch circuits.
E. Boxes, Cabinets, Enclosures, and Panel boards:
1. Bond the grounding wires to each pull box,junction box, outlet box, cabinet, and
other enclosures through which the ground wires pass.
2. Provide lugs in each box and enclosure for ground wire termination.
F. Receptacles: Ground with a ground wire from green ground terminal on the
receptacle to the outlet box ground screw.
G. Lighting Fixtures: Bond enclosure to the green grounding conductor of the wiring
system.
H. Fixed Electrical Appliances and Equipment: Terminate ground conductor on
equipment ground lug.
3.02 Ground Rod Installation
A. Drive each rod section vertically in the earth for the Rill length of the rod.
B. All ground cable connections to rods are to be by exothermic weld.
C. Where rock prevents the driving of vertical ground rods, install grounding electrodes
in horizontal trenches to achieve the specified resistance.
3.03 Ground Resistance
A. Grounding system ground resistance must not exceed five (5) ohms as measured by
the three (3)-point fall of potential method. Final tests readings shall be recorded and
delivered to the Engineer.
B. Services at power company interface points shall comply with the power company
ground resistance requirements.
Boise Cascade-Moncure Facility Grounding&Bonding
Onsite Wastewater Treatment System
MacConnell&Associates,P.C.Project No,A5480I.00 16450-3

C. Sectional rods are to be driven to a maximum of three (3)sections. 7f resistance is not
obtained using three (3) sections,multiple rods must be driven.
END OF SECTION 16450
Boise Cascade-Moncure Facility Grounding&Bonding
Onsite Wastewater Treatment system
MacConnell&Associates,P.C.Project No.A54801.00 16450-4

Boise Cascade
Moncure Facility
Onsite Wastewater Treatment System
Manufactures' Literature
MacConnell & Associates, P.C.
1903 N. Harrison Ave., Ste 101
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

STA-R ITE'
tl ' I I I I
..
APPLICATIONS
_ s
■ Clean and Gray Water... for T ����TM
residential, commercial, and
_ IASI
agricultural use. ® SERIES
_I ",I, SPECIFICATIONS
Motor-Available in 115 or 230 volt `
.; versions. Dry-wound, double ball- ST.E R Plus'"'DOMINATES with a...
bearing, double-seal and thermal over-
Patented Stage System-The
load protected, UL and CSA approved.
!k; proven SignaSealT"staging system
Shell -Stainless steel (300 grade) utilizes a patented ceramic wear
Discharge-- 1-1/4" Fiberglass-
surface.When incorporated with
reinforced thermoplastic STA-RITES1 "true"
independent
i:..
Discharge Bearing - NylatronO floating impellers, dominates with
g "J. i` Impellers-Acetel 1 st-in-class performance, superior
h
sand handling, and a thrust manage-
Diffusers-Polycarbonate
Suction Caps- Polycarbonate with ment staging system with industry
- " exclusive"dr run" abilities.
stainless steel wear ring "dry-run" p
Superior"draw-down"capability--
` Thrust Pads-Proprietary spec. The STEP. PIusT" Dominates in this
+r
OV. Shaft and Coupling-Stainless steel class with the lowest draw-down of
j' 300 grade 4-1/2"(a standard 4" NEMA sub-
Intake-Fiberglass-reinforced mersible only draws-down to 13-1/2").
thermoplastic Reduced amp draw-The
Intake Screen-Stainless steel ST.E,P, PIusT"Dominates in this class
SSW
SP Jacketed Cord -600 Volt"SJOW" with less energy consumption-
C® 1 over 25% less amp draw (9.5 amps
c us jacketed 10 leads, 2-wire with ground vs. 12.7 amps, 115 volt)than a
Agency Listing -CSA 4" NEMA submersible, reducing
The STEP Plus"'D Series 4" operating costs and extending the
submersible pump in 10, 20 and service life of float switch contacts.
30 GPM models dominate with Cooler and quieter operation-
superior"DRAWDOWN"capability. The ST.E.P. PIusT" Dominates by
The STEP Plus D Series 4" using the pumped liquid to cool
submersible pomp dominates with Nylatron® is a registered trademark of the motor as it passes over the
reduced AMP DRAW. Polymer corp. SignaSealT'and ST.E,P, motor.The water passing over the
PIusT"'are trademarks of Pentair Water. motor dampens the motor noise,
The STEP Plus D Series 4" In order to provide the best products eliminating expensive "flow-inducer
submersible pump dominates with possible, specifications are subject to sleeves" required when using a
COOLER and QUIETER operation. change. standard 4" NEMA submersible.
Impellers-Precision molded for
ORDERINGperfect balance... ultra smooth for
Catalog Max.Load Phase/ Cord Pallet Weight the highest performance and effi-
Number HP Ams Volts cycles Length Quantity (Lbs.) ciency.Allows for .080"solids.
10DOM05221 112 5.5 230 1/60 10' 80 16 Shaft—Positive drive, hexagonal
IGDOMOS121 1/2 11.0 115 1/60 10' 80 16 7/16"-300-grade stainless steel
20DOM05221 1/2 4,6 230 1/60 10' 80 16 shaft offers generous impeller drive
surfaces.
20DOM05121 1/2 9.5 115 1/60 10' 80 16 Shaft bearing — Exclusive self-
30DOM05221 1/2 4.6 230 160 10' 80 16 lubricating Nylatron® bearing
30DOM05121 1/2 9.5 1.15 1/60 10' 80 16 resists wear surface from sand and
20DOM05221+1 1/2 5.3 230 1/60 101 80 16 abrasives.
20DOM05121+1 1/2 10.6 115 1/60 10' 80 16 Shell -Heavy-walled, corrosionresistant 300-grade stainless steel.
Customer Service:[phone] ■ Fax Orders:[phone] ■ www.pumps.com ■ Pentair Water ■ Delavan,WI 53115 USA ■ S5835SES

STA-RITE'
. 4
rl ' I I PUIHP
PERFORMANCEPUMP
CAPACITY LITERS PER MINUTE
0 25 50 75 100 125 150 175
250 75
200
N
-- --- 50 H
LU
U. 150
a �00
"O'�i z
w
Q 100 =
� J
00 -- 'o- ---- 25 O
50 � �a 0�'ip�
a
0 10 20 30 40 50
CAPACITY GALLONS PER MINUTE
PERFORMANCEPUMP iir oer Minute)
Pump Flow Rate PSI
Model (GPM) 0 10 �0 30 40 50 60 70 80 90 100 110
10DOM05221 10 "` " 15.0 13.7 12.7 11.5 10.2 8.4 6.5 4.3 1.0
IODOM05121 10 15,0 13.7 12,7 11,5 10.2 8,4 6.5 4.3 1.0 r':'
20DOM05221 20 30,0 26.0 21.5 14.2 4.4
20DOM05121 20 30.0 26.0 21.5 14.2 4.4
30DOM05221 30 38.5 3,3 2 '`--
3 5.8 16 _ iy° ;1 ?i
30DOM05121 30 - 38.5 33.3 25.8 16
20DOM05221+1 20+1
_ 30 27.5 24 20 13.5 6
20DOM05121+1 20+ 1 30 27.5 24 20 13,5 6
PERFORMANCEPUMP (Cavacity in Liters per Minute)
Pump Flow Rate Bar
Model (LPM) 0 .69 1.38 2.07 2.76 3.45 4.13 4.82 5.51 6.20 6.89 7.58
IODOM05221 37.85 56.8 51.9 48.1 43.5 38.6 31.8 24.6 16.3 3.8 = ?;
10DOM05121 37.85 56.8 51.9 48.1 43.5 38.6 31.8 24.6 16.3 3.8
20DOM05221 75.7 w';_ 113.6 98.4 81.4 53.7 16.7 ";';r ' 1-7
4u''-
20DOM05121 75.7 s`' 113.6 98.4 81.4 53.7 16,7 - -`y`
:4', ri'-' ',,� �'i.•l•[ ' - _lam. iii
30DOM05221 113.55 145.7 126.0 97,7 60.6
30DOM05121 113.55 145.7 126.0 97.7 60.6
20DOM05221+1 75.7+1 113.4 103,9 90.7 75.6 51.0 22.6
20DOM05121+1 75.7+1 : r `? 113.4 103.9 90.7 75,6 51.0 22.6
Customer Service.[phone] ■ Fax Orders;[phone] ■ www.pumps.com ■ Pentair Water ■ t7elavan,WI 53115 USA ■ S5835SES
2

STA-RITE*
� tl ' I II !
.,
OUTLINE-DIMENSIONS
• . •
DIAMETER
1
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..........
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GPM Length Diameter 1
10 21.6"(549 mm) 3.86"(98 mm)
20 20.8"(529 mm) 3.86"(98 mm)
30 20.6"(523 mm) 3.86"(98 mm)
20+1 22.3"(567 mm) 3,86"(98 mm)
Dimensions are for estimating purposes only.
Customer Service:[phone] ■ Fax Orders;(800)4269446 o www,pumps.com ■ Pentair Water ■ Delavan,Wl 53115 USA s S5835SES
3

M
STA-RITE'
-su Mersin e pufflp�,.
INCREASED
, 'AIt REDUCED AMP-DRAW
J
Pump Down
Amperage Draw
yl=
13.511
12.7 amps
VM_
161 -11
;k
9.5 amps
ELIMINATES FLOW-INDUCER ADJUSTABLE DEPrn TH SETTING
Submersible
Pump
14
N:
-V
A
J
E "i
n:"
YK),
� Pump depth
?Z
can be adjusted
-Y with standard
3" PVC pipe fitted 3 pipe
to the bottom of
the intake.
Pentair Customer Service:[phone] r Fax Orders;[phone] m www.pumps.com a Pentair Water N Delavan,Wl 53115 USA r S5835SES(1 1108)
Water- 4

Once the E-Z Treat System is installed, a post-construction conference is recommended. This is a
final opportunity to familiarize the owner with the system. This onsite pretreatment system requires a
Certified Operator. This may be the homeowner, but E-Z Treat Company recommends a qualified
professional be contracted for this task.
Re-Circulation Pumps
Caution: Before installing the Re-Circulation Pumps check the voltage and amperage rating of the Re-
circulating pump. This information is clearly marked on the pump motor. Make sure the technician wiring the
pumps and control is aware of the correct voltage and amperage need for your individual application; remember
the control panel is dual rated for 120 or 230 Volts.Three Phase applications are available when specified by an
engineer or designer.
PUMP Check Valves
Re-Circulation pumps provided by E-Z Treat come With and Without built-in check valves. To determine if a
built-in check valve is present visually look in the discharge (outlet) of the pump, you will be able to see if a
check valve is present.
If a check valve is present Do Not Install an External Check Valve.
Simplex Re-Circulation Pump Systems: When installing an E-Z Treat system that is designed with a Simplex
Re-Circulation pump "Do Not" install a check valve. Drill a 1/8 'inch Hale in the supply pipe just above the
discharge of the pump take care to keep the 1/8 inch hole below the normal operating water level, this will
allow the spray manifold in the E-Z Treat Filter to drain and prevent freezing during cold weather conditions.
Duplex Re-Circulation Pump Systems: When installing an E-Z Treat system that is designed with Duplex Re-
Circulation pumps "Always" install a check valve on each pump. This will prevent by-passing through the idle
pump when one pump is activated. Drill a 1/8 inch Hole in the supply pipe just above the outlet side of the
check valve, this will allow the spray manifold in the E-Z Treat Filter to drain and prevent freezing during cold
weather conditions.
To insure long term trouble free operation of the system Never Use Plastic Check Valves.

Setting the Floats:
1. Bottom Float a Normally Open Weighted float which functions as the redundant "OFF" float which
provides run dry protection for the Re-circulation pump and activated the"Low Water Alarm".
2. Middle Float is a Wide Angle Normally Open Weighted float which activates the Re-Circulation
Pump "Timer". Note: The Middle(Wide Angle) Float is clearly marked with a tag.
3. Top Float is a Normally Open Weighted Float which activates the"High Water Alarm".

Inc, y�
InnovailansinPrecast Drafnap Nox
Zabel• i -525 Effluent Filter
&WastowaferProrkroh ADivision ofPolylok Inc.
PL-525 Filter
The PL-525 Filter is rated for 10,000 GPD(gallons per day)slaking it one of the largest filters in its class. It has
525 linear feet of 1/16"filtration slots.Like the Polylok PL-122,the Polylok PL-525 has an automatic shut-off ball
installed with every filter.When the filter is removed for cleaning,the ball will float up and temporarily shut off
the system so the efflu ent won't leave the tank.
I
features: 1/16" Filtration Slots
- AhumSwitch
• Rated for 10,000 GPD(gallons per day). ____ (Optional)
• 525 linear feet of 1 16"filtration.
� Accepts 1"
• Accepts 4" and 6"SCHD 40 pipe. Extension Handle
• Built in gas deflector.
• Automatic shut-off ball when filter is removed. 'l
Rated for
• Alarm accessibility. s 10,000 GPD
• Accepts PVC extension handle.
ff
PL-525 Installation: I
Ideal for residential and commercial waste flaws up to "
525 Linear Ft.
of 1/16"
10,000 gallons per day (GPD).
FiltratlonSlots
1.Locate the outlet of the septic tank. - t`'`'v`'
2.Remove the tank cover and pump tank if necessary. I s ',',':-;;'t;`?-"3 �'_`'
Acccpts 4"&G' .,.. ,..�.-,-;,� ,;_•:;�'��'�1�
E
3, Glue the filter housing to the 4" or 6"outlet pipe. If SCL-1D 40 pipe i� •,�,,,r��`f;^�:�:x'�,F
the filter is not centered,under the access opening use a +•.; ` ='_;„-:F ,;',r
PoIylok Extend &Lok or piece of pipe to center filter.
4.Insert the PL-525 filter into its housing.
� t`�4rti,•k t
i
th
d l
5. Re Certified to
Replace ansecure e septic ancover.
p p 19 i, NSFIANSI Standard 46
PL-525 Maintenance:
The PL-525 EffIuent'FiIters will operate efficiently for
several years under normal conditions before requiring
cleaning.It is recommended that the filter be cleaned � ��' � >:;; � _- ' 'tr,
every time the tank is pumped,or at least every three +
years.If the installed filter contains an optional alarm, `
the owner will be notified by an alarm when the filter
needs servicing.Servicing should be done by a certified ' u "a' Gas Deflector
septic tank pumper or installer. Automatic
.�,
Shut-Off I3al]
. .. .
1. Locate the outlet of the septic tank. J
2.Remove tank cover and pump tank if necessary. = '
l
3.Do not use plumbing when filter is removed.
4.Pull PL-525 cartridge out of the housing, { " ~
5. Hose off filter over the septic tank. Make sure all
solids fall back into septic tarik.
6.Insert the filter cartridge back into the housing making
Outdoor t tAlarm Extend 3boe
sure the filter is properly aligned and completely nlserted• ]'olyloc,Zabel&Best filters accept Easily installs
7.Replace and secure septic tank cover, the SniartFilter@ switch and alarm into existing tanks,
Polylok,Inc. 3 Fairfield Blvd. Wallingford,CT 06492 'Poll free:877.765.9565 fax:203,284.8514 www.polylok.com

INSTALLATION INSTRUCTIONS
Mlnc.
8&rnovProda7rta�a
Zabel,
WastwafarProAucts ADMsonofPoyblna PL-122/PL-525/PL-625
-1 22 P m525l L-625 FILTER ILT
INSTALLATION INSTRUCTIONS Isom EMEMEM
i i > t, j Center filter i
4�•" ' n i .t'.� with opening
Men—
w
CID
`; -Additi4nalspipe=or,-.'`:. < •'' -;.; -
- - -" - ';FotyfoK,Eztend�&;Lok`"''=• - ._ - - .Glue` _- ,
;.for`certtering:_
Step 1: Step 2: Step 3:
(A) Locate the outlet of the septic tank. (A)Before installation, place the (A) Glue the filter housing on the
(B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe.
if necessary. od to (B) Make sure that the housing (B) Insert the filter cartridge in the
N5PIANSI Standard Cert 46 positioned ositioned so the filter can be housing, making sure the filter
removed from the tank for cartridge is properly aligned and
maintenance and service. completely inserted in the housing.
MAINTENANCE INSTRUCTIONS EMS= NINESSIMEM
Yti ," „i h +' ��" •'�
• , - -; ' -- - - = a ` • -- • -- .
Step 1: Step 2: Step 3:
Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back
If necessary. Into the the housing making sure
(B)Pull the filter out of the housing. the filter is properly alighed
A , • (C)Hose off the filter over the septic tank,
and completely inserted.
(B) Replace septic tank cover
y;IJSE':R;Ut3BER;,GLO;V,ES;;r', Make sure all solids fall back Into the
F';;l+UttEN;CI: itttihlG'F�L1 ER`'`: septic tank,
Polylok, Inc. 3 Fairfield Blvd. Wallingford,CT 06492 Toll Free:877.765 9565 Fax: [phone] www.polylok.com

GENERAL NOTES:
1. Design specifications conform to latest ASTM C1227 specifications"Precast Concrete OUTLET o�� INLET
Water and Wastewater Structures" r WATER
2. Concrete compressive strength 4,000 psi minimum. Q LEVEL o
3. Steel reinforcing design to conform to the requirements of ASTM C890 specifications for e: c U
"Structural Design Loading for Water and Wastewater Structures"and shall utilize grade --oo rn FLOW o
60 re-bars conforming to the requirements of ASTM A615 or WWF conforming to the co
requirements of ASTM Al 85 or both. Place Additional reinforcing at all openings.
4. Cast Iron casting with 24"dia.access in top section per NCDOT standards or as otherwise ELEVATION
specified.Supplied by either Dellinger Precast or customer.To be field adjusted using
approved methods by contractor.
5. Pipe penetration locations as per job requirements. Pipe Inlet and outlet locations to
have PSX Direct Drive boots or equal. Pipe Inlet locaions(typical 3 sides)to be knock
out pannels. Effluent Filter supplied by Dellinger.Inlet Tee&Pipe supplied by contractor.
6, Joints to be sealed with ConSeal CS102, butyl rubber joint sealant or equal.Sealant tok 24" NOTES 3&4
meets or exceeds the requirements of latest federal specification SS-S-0021(210-A), DIA. 4"OR 6"
AASHTO M-1988, and ASTM C-990-91.
7, Lift Insert/Lift Eye Pin by M,A Industries or equal, - ; KO INLET
Cast-in by Dellinger Precast. Lifts meet or exceed r r'Imo`% ,� - TEE-SEE
OSHA requirements. Yle, = NOTES 3&5
8. Method of namufacture is Wet Cast, U ♦ 4 to too ' �' iti
9. Sections are monolithic.Weights: 0 NOTES .
24 DIANOTE 3
I— �'3 t 1 l
Top Section 19,287 t lbs. � TOP
F- ,� i
Riser Section 6,107 t lbs. 3&4
Base Section 19,837±lbs. 'f _ - �\ Y t SECTION
10. I.D.=Inside dimension
O.D.=Outside dimension n. IMPRINT: :�a` �� %;', (2)4"DIA
L=Length/W=Width O `r STB-509
u + , VENTS AT TOP
H=Height z 4,000 Gal. + ` , �� OF BAFFLE
11. Designed for AASHTO
HS 20-44 traffic loading
4"OR 6"OUTLET
EFFLUENT FILTER 7 112"THICK
NOTES 3&5 I WALL @
30%LIQUID DEPTH OVV THIS SEAM
FROM BOTTOM BOTH
SIDES. NOTE 1Cl RISER
SECTION
(5)6"DIA.
o w 04 r HOLES
6"THICK
WALL @
�r3 _ SEAMS
NOTE 6
+ 7 1/2"THICK
WALL @
BASE&TOP
NOTE 3 BASE
Y 5"THICK BAFFLE
co @BASE &TOP SECTION
4,000 Gallon (Multi Seam) Scale: Not To Scale
ti Revision Date:
SEPTIC TANK (HS 2044) February 2008
Detail#
4531 North Hwy 16 • Denver,N.C.28037 . Phone:[phone] ■ 704-483-2868 . Fax:[phone] ST-4,000-HS20

GENERAL NOTES:
1. Design specifications conform to latest ASTM C1227 specifications"Precast Concrete OUTLET X r�� INLET
Water and Wastewater Structures"
2. Concrete compressive strength 4,000 psi minimum. O p c N p O
3. Steel reinforcing design to conform to the requirements of ASTM C890 specifications for N
"Structural Design Loading for Water and Wastewater Structures"and shall utilize grade o M FLOWCD
in N
60 re-bars conforming to the requirements of ASTM A615 or WWF conforming to the °' m °'
requirements of ASTM A185 or both.Place Additional reinforcing at all openings.
4. Cast Iron casting with 24"dia.access in top section per NCDOT standards or as otherwise ELEVATION
specified.Supplied by either Dellinger Precast or customer.To be field adjusted using
approved methods by contractor.
5. Pipe penetration locations as per job requirements. Pipe inlet and outlet locations to
have PSX Direct Drive boots or equal.Pipe Inlet locaions(typical 3 sides)to be knock =
out pannels. Pipe supplied&Installed by contractor.
6. Joints to be seated with ConSeal CS102. butyl rubber joint sealant or equal. Sealant 24" NOTES 3 &4
meets or exceeds the requirements of latest federal specification SS-S-0021(210-A), DIA.
AASHTO M-1986, and ASTM C-990-91. 4'OR 6
7. Lift Insert/Lift Eye Pin by M.A Industries or equal, KO INLET
Cast-in by Dellinger Precast, Lifts meet or exceed i f SEE NOTES
OSHA requirements. 3&5
8. Method of namufacture is Wet Cast. U t 24" " " ��'� �,��+� �� NOTE 3
9. Sections are monolithic.Weights: cL 19,287 t lbs. O TOP
DIA. ►��' , ,�S <<; %'.i
Top Section NOTES r�
Riser Section 6,107 t lbs. 3&4 �r�. `�� ` r
Base Section 19,837 t lbs. f SECTION
10. I.D.=Inside dimension < '
O.D.=Outside dimension 0. IMPRINT: J `�\:J it�\ y�%'� (2)4"DIA
L=Length/W=Width O PT-470 :r VENTS AT TOP
H=Height ~ = 4 000 Gal. r'
9 ,"I•yws- _• OF BAFFLE
11. Designed for AASHTO
HS 20-44 traffic loading 4"OR 6"OUTLET
NOTES 3&5 7112"THICK
WALL @
0VV THIS SEAM
RISER
SECTION
:— +n" �c' = �' (5)6"DIA.
W
nr ,r fi!;
o r HOLES
u I r
It
x VV
o .�� • 5 {�p W fi)g„ �0
o
r
6"THICK
WALL @
1j3 T SEAMS
(2) 12"DIA. - r
HOLES r `�` NOTE 6
cWn 7112"-THICK
WALL @
BASE&TOP
Y
LIJ
NOTE 3 `� �;, 5"THICK BAFFLE BASE
m @BASE&TOP SECTION
4,000 Gallon (Multi Seam) Scale: Not To Scale
1 Revision Date:
PUMP TANK (HS 20-44) February 2008
Detail#
4531 N0rfh Hwy 16 • Denver,N.C.28037 ■ Phone:[phone] ■ 704-483-2868 ■ Fax:[phone] PT-4,000-HS20

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of high pressure applications.
Available in 4 and 6 Outlet Models-Can quickly and
easily change from two to six watering zones.
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serviced for long product life.
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■ Built-in Atmospheric Vacuum Breaker-Releases any
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DISTRIBUTtMG;ll/#LVE', ' 4 Outlet Models ■ Construction:
Th,e fi000`line of;disffibuting:valves offersi,;`, 6402 Caromed for 2 Valve Top/Housing:Die Cast Metal
exceptioral.reljabity and durebility-even i underZone Operation Valve Outlets:High Siren tt
ABS Polymer
th'eAirtiestwater;codditions: 6403 Cammed for 3 ■ Flow Range: 15-150 GPM
Zone Operation ■ Pressure Rating:25-150 PSI
-Wiih`a`metaf,die76st body,the 6000 valves 6404 Cammed for 4
•are capable of'high'•pressu?e applications and Zone Operation ■ Pressure Loss:
a, r,'e recommended;to Be used on'pump fed, ; ` 4 Outlet Valve
6 Outlet Models
.systems-br_lhigh4loW city,,skater systerrFlowGPM rs,`, , (GPM) 20 40 60 80 100
The'6g00•'1s also Ideal for onsite wastewater` 6605 Cammed for 5 PSI Loss 2.5 3.5 5.0 7.5 10.0
Zane Operation 6 Outlet Valve
• and effluent water''applications. 6606 Cammed for 6 Flow(GPM) 20 40 60 80 100
The G000 varve is'available in-4 br 6 outlet - :; Zone Operation PSI Loss 3.0 4.0 6.0 9.0 11,0
models that are cammed far 2 to 6 zone is Other Options:Add to Part Number ■ Inlet:Threaded 1-1/2"NPT Connection
operation,With only one Moving,part(the RCW Reclaimed Water Use
■ Outlets:Slip and Glue Connections
stem arta disc assembly};the valve-is easily to 1-1/2"PVC Pipe
serviced and maintained.
r.;iz ■ Built-in Atmospheric Vacuum Breaker
The valve requires 15 GPM to"•operate and ■ Dimensions: Height:7"
works;at pressures from 25 to 150 PSI: '- Width:8'
'The'distributing valve shall carry a two-year
"trade warranty against manufacturing defects:”
6402
Series LZones
Outlets
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IRRIGATION SOLUTIONS WORLDWIDE- I A
R-Ratn Manufacturing Corp,
1640 Australian Avenue
Riviera Beach,FL 33404 USA
PH:1-561-844-1002 FAX:[phone]
1-BOD-735.7246
EMAIL:[e-mail]
WEB:http://www.k-rain.com e

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Polylok Inc.
Innovations in Precast, 3 Fairfield Blvd
Wallingford,CT 06492
POLVK-.9% Drainage and Wastewater Call Toll Free
products Email:pglytak.corri,
_Search—- Submit Q
PL-525 Effluent Filter
Me PL-525 Effluent Filter Is rated for 10,000 GPO(gallons per day)making It one
Request a Catalog
i of the largest filters in its class,It has 626 linear foot of 1/16"filtration slots.Like
the Polylok PL-122,the Polylok PL-626 has an automatic shut-off bell Installed
with every filter.When the filter Is removed for cleaning,the ball will float up and Request a Quote
temporarily shut off the system so solids won't leave the lank.
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Features Specifications Downloads CAD Part Number
Features n Similar Products
Rated for 10,000 GPD(Uallons,per day)
• 526 linear foot of ill 611 filtration
• Accepts 4"and 6"SCHD 40 pipe --------
PL-122 Eftluent PL-625 Effluent
• Built In gas deflector Filter Filter
• Automatic shut-off ball when filter is removed The rL.122w-the Tho PL-125 hit—meal
• Alarm accossfbility Goes Wel(With
• Accepts PVC extension handle
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Indoor-Outdoor Filter Handw
Tank Alert,with N,A Pu ylk 2aL41 a
Control Block Usir-1W.,
http://www.polylok.com/catalog/product/PL-525%2OEffluent%2OFilter 10/18/2015

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0 Falrtleld Blvd Wallingford,CT 06492
About Polylok Now Products Resources Ordering Contact Us Call Toll Free
�.'-•; Email.oolvlok com
cD 2012 Polylok Inc.
oymrW by Ubercart
http://www.polylok.com/catalog/product/PL-525%20Effluent%20Filter 10/18/2015

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MATERIAL-PVC PART NO.30142-R
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0 NSF International
October 29,2015
Mr. Carl Perry
E-Z Treat Systems,LLC
1700 Davis St
Rocky Mount,NC 27803
Dear Carl,
1 am writing to provide E-Z Treat written permission to use the preliminary data for the E-Z Treat
model#600 Wastewater Treatment system currently under test for NSF/ANSI Standard 245 and
NSF/ANSI Standard 350-Wastewater.
Currently the unit is meeting the requirements of both NSF 245 and 350. The unit is producing an
average of 66%Nitrogen Reduction, and producing an average effluent Turbidity of 2 NTU,CBOD
of 2 mg/L,TSS of 2 mg/h, and E. Coli of 6 MPM/100 ml.
This test will be completed at the end of November 2015, and at that time, if the criteria still meet
the requirements of the Standards;we will Certify the E-Z Treat#600 treatment system to
NSF/ANSI Standard 245, and 350-Wastewater Official Listing.
PIease contact me with any questions you may have.
Sincerely,
c jtR-V w
Sharon Steiner 734-827-6846(Voice)
Business Unit Manager 734-827-7790 (Fax)
Wastewater Treatment Unit Program steiner .nsforg(E-mail)
cc: corporate correspondence(COO 173848)
P.U.Box 130140 Ann Arbor,MI 48113-0140 USA
734-769-8010 1-800-NSF-MARK Fax [phone]
E-Mail: [e-mail] nsforg Web:http://www.nsf.org

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Start Up of E-Z Treatment System:
1. Inspect the liquid level in the re-circulation tank; the liquid level must be high enough for the Middle
Float to activate the re-circulation pump timer.
2. Initial system Starting-Up remove the end caps from the spray manifold. Operate the re-circ pump
by turning the pump control to the "Hand- On" position. Let the pump run for 1 (one) minute the
turn the pump control to the "Off' position repeat this procedure three times to flush any
construction debris such as dirt or pipe shavings from the spray manifold. Replace the end caps
"Hand Tight" do not use wrenches or pliers.
3. Inspect the float by-pass valve. Manually start the re-circulation pump and observe the float ball
valve, the ball should drop as the liquid in the re-circulation tank drops the effluent returning from
the sand filter pod should flow back into the re-circulation tank and should not flow out the
discharge pipe.
Setting the Re-Circulation Timer:
1. Check re-circulation pump. Place the system in the manual mode by turning the re-circulation pump
switch to "ON". The re-circulation pump should begin to supply effluent to the spray nozzles in the
treatment pod.
2. Check the voltage and motor amp draw and record the readings. If the readings are beyond the limits of
the NEC recommendations, have an electrician check the main service line feeding the system control
panel.
3. Place the system in the normal operating mode by turning the re-circulation pump switch to"AUTO".
Verify the Time Clock ON/OFF settings are the same as set at system start-up.Record those timer
settings in the system log.
4. Verify the accuracy of the system ON/OFF Timer Clock. To accomplish this use a stop watch and verify
the length of time the re-circulation pump is OFF then verify the time the re-circulation pump is ON,
those times should match the ON/OFF Timer Clock settings in the control panel.

Re-Circulation Primp Time Clock
Window Will Display OFF Sec.,Min.or Hr.
Light Will Burn Green to Indicate Re- Rotate OFF Dial Until Min.Appears in Window
Circulation Pump is OFF
_ r _
Light Will Burn RED to Indicate OFF Dial Seconds,Minutes or Hours
Re-Circulation Pump is ON
ry
TSE -
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h Window Will Display ON Sec.,Min.of Hr.
Rotate ON Dial Until Min.Appears in Window
ON Dial Seconds,Minutes or Hours
Rotate Dial to Desired Minutes ON Rotate Dial to Desired Minutes OFF
Clock Face Dial Will Change the Clock Face
From a Maximum Time of 1.5 Units to a Maximum
of 30 Units.Always Set the Clock Face to 30.
4. Observe the system as it re-circulates. Visually verify all flows thru the system.
5. Re-Set the Re-Circulation Pump Control to the "AUTO"position and secure all access covers.

Project Specifications
Excavation and Backfilling
1 Excavated materials acceptable as backfill shall be stockpiled in a location approved by the
Owner. The materials shall be located away from the edge of any excavations. Excavated
materials shall not be stored within the driplines of existing trees.
2. All open excavations shall be barricaded when construction in the area has stopped. Night
barricading should include posted warning lights.
3. Protect existing structures, utilities, sidewalks, pavement, and other facilities from damage
caused by settlement, lateral movement, undermining, washout, and other hazards created by
earthwork operations. Protect root systems from damage or dry-out to the greatest extent
possible.
4. Soil materials shall be free of boulders, roots, sod,organic matter, and frozen material.
5. Bedding materials for pre-cast concrete structure installation shall be #57 washed stone to the
dimensions and depth shown on the construction drawings.
6. All excavation is unclassified and includes excavation to subgrade elevations indicated on the
construction drawings regardless of character of materials and obstruction encountered. In
the event that rock is encountered, the Contractor shall remove it at no additional cost to the
owner.
7. Stability of excavations shall be maintained by sloping of the sides and shall comply with
local codes, ordinances, and requirements of agencies having jurisdiction. Where space
restrictions prevent sloping of the sides, shoring and bracing of the walls shall be employed
in full compliance with OSHA requirements. In the case of pipe installations, sheeting shall
remain in place until backfilling progresses to a stage where no damage to the pipe will result
from removal.
8. The Contractor shall attempt to prevent surface and subsurface water from flowing into
excavations. The Contractor shall provide equipment, materials, and work necessary to
dewater any accumulation of water in the excavation to prevent softening of the soils,
undercutting of footings, and changes to the soils detrimental to the stability of the
improvements.
9. Excavations for structures shall conform to dimensions and elevations shown on the
construction drawings within a tolerance of plus or minus 0.10 feet and to the standards of
ASTM C891-90.
&Z Treat
3+Pods Specifications t

10. Backfill shall be installed to excavated spaces in 8-inch lifts and tamped by hand or
pneumatically around pipe or structures. Tamping shall be performed evenly on both sides of
pipe and around sides of structures to a depth such that damage to the pipe or structures is
avoided as a result of subsequent methods of compaction. Extreme care shall be exercised in
backfilling operations to avoid displacement of pipe and structures either horizontally or
vertically. Backfill consolidation by ponding water is not permitted. Compaction of each
layer of backfill and the top 6 inches of subgrade shall achieve a 90 percent maximum dry
density as measured by AASHTO method T-99.
11. Remove all waste materials including unacceptable excavated material, trash, and debris and
legally dispose of it off Owner's property. Where settling is measurable or observable at
excavated areas during project warranty period, the Contractor shall remove surface .finish,
add backfill material, compact, and replace surface treatment to a quality and appearance
matching adjacent areas of previous work.
Septic Tank and Recirculation Tank Installation and Testing
1. Septic tanks shall conform to criteria in T15A 18A .1952-.1954. The septic and recirculation
tank should be installed on a 6-inch minimtun layer of No. 57 washed stone aggregate.
2. Place bell ends of pre-cast sections or the groove end of the concrete facing down. In
preparation for making joints, all surfaces of the portion of the section to be jointed and the
factory-made jointing materials shall be clean and dry. Each joint, seam, and pipe penetration
inside and outside of joints shall receive liberal applications of non-shrink grout as well as
liberal amounts of bitumastic waterproof sealant.
3. Lifting holes and other penetrations of the pre-cast structure wall shall be sealed with
nonshrinking grout. Pipe connections shall be made so that the pipe does not project beyond
the inside wall of the structure. Grout connections as necessary to make smooth and uniform
surfaces on the inside of the structure.
4. Before placing any tank into operation, remove any dropped grout, sand or other
imperfections and obstructions from the interior of the structure. Specifically, the inside
walls of the tank shall be smooth and uniform. Smooth-finish inverts so that wastewater flow
is confined and directed through the inlet and outlet pipes with easy transition.
5. Tanks shall be backfilled in accordance with the applicable specifications herein before
described.
6. All pipe penetrations shall be through Press-Seal Cast-A-Seal402 or approved equal.
7. All joints (mid-seam, top-seam) shall be sealed using Concrete Sealants butyl sealant #CS-
102 meeting ASTM C-990.
E-"L"Treat
3+Pods specifications 2

8. All service access openings will be a minimum of 24 inches. Exceptions may be made on a
case by case basis with E-Z Set Company's and engineer's prior written approval. All access
openings shall be fitted with E-Z Set Company riser assemblies.
9 A 24-hour static water test, in accordance with ASTM standards, shall be performed on all
precast tanks in order to insure they are water tight.
a. The testing shall be performed in the presence of the engineer or his representative.
b. Each tank shall be filled with water and the initial water level shall be measured.
c. At the end of the 24-hour period, the level of the water shall be measured again.
d. The engineer shall pass the tank if the water level did not drop more than 0.5 inches or if
the total volume of the displaced water is less than 1 percent of the total effective liquid
capacity of the tank.
e. Tanks may also be leak-tested by applying a vacuum of 5-inches of Hg with riser
assemblies in place.
f. Each failed tank shall be tested again. In the event that the tank does not pass the second
test,the Contractor shall remove and replace the tank,at no additional cost to the owner.
10. Septic Tank and Recirculation Tank shall meet the following additional criteria:
a. Minimum liquid depth of 36 inches. -
b. Minimum airspace of 9 inches.
c. Length shall be at least twice as long as the width.
d. Septic tank shall be constructed with a baffle wall dividing the tank interior 2/3`d to 1/3 rd
The baffle wall shall be constructed to permit passage of effluent through a slot or holes
located between 45 and 55 percent of the interior depth.
e. Recirculation tank shall be a true, two compartment(s), with a baffle wall dividing the
tank interior 2/3 rd to 1/3`d. The baffle wall shall be constructed so liquid levels in either
compartment are independent and liquids will not by-pass between compartments except
as designated by the system's treatment flow path.
11. Septic tank shall be fitted with an effluent filter that extends down to 50 percent of the liquid
depth of the tank.
F,-Z Trent
3+.P6ds Specifications 3

Piping Installation and Testing
1. Piping shall be PVC and of type and size as shown on the construction drawings. Piping
shall be installed with a minimiun of three (3) feet of cover unless shown otherwise on the
construction drawings.
2. Piping shall be installed to be able to meet a pressure test whereby the pressure remains
constant for a minimum of two hours, and the allowable leakage is not more than 10 gpd/inch
of pipe diameter/mile.
3. Any line installed under the driveway shall be sleeved in Class 52 Ductile Iron Pipe and
extend a minimum of 5 feet on either side and as shown on the construction drawings.
E-Z Treat Dosing Pump and Control Panel
1. The E-Z Treat dosing pumps shall be Sta-Rite (Model Number 30DOM05121) 30 gallon per
minute pump for operation on a single phase, 115 Volt service.
2. The control panel shall be an E-Z Treat No. 2. The panel shall have a recirculation pump
load sensor/alarm, two on/off timers, discharge pump alarm, high/low water alarm, and low
water level/run dry pump protection.
3. The control panel shall be in a NEMA 4X enclosure, installed in accordance with the
manufacturer's recommendations, and within 10 feet of the E-Z Treat unit.
4. No splices may be placed in the pump tank or riser. All splices shall be made above ground
in aNEMA 4x junction box.
5. Control and alarm circuits shall be on separate circuits.
6. RMSYS telemetry control panel shall be connected to a phone line. If the local health
department does not have access to the RMSYS website, a direct interface must be provided.
System operator must be able to access the panel directly on site and shall be available with a
24 hour notice to the county in the event a direct connection is necessary.
7. The audible/visual alarms shall be external to any structure.
E-Z Treat Unit Installation
1. The E-Z Treat Unit shall be installed in accordance with the manufacturer's
recommendations and as shown on the contract drawings.
E-Z Treat
3+Pods Specifications 4

Effluent Bypass Valve
1. The effluent bypass valve shall be by D & T Services and shall be installed in accordance
with the manufacturer's recommendations and as shown on the contract drawings.
Switching Valve
1. The switching valve shall be a K-Rain Hydrotelc or manufacturer's approved equal, and shall
be installed in accordance with the manufacturer's recommendations and as shown on the
contract drawings.
E-Z Treat
3+Pods specifications S

Installation Guidelines
Installation of the E-Z Treat System is very simple and can be completed in a single day by a trained
and prepared professional contractor. The components provided by E-Z Treat Company are as
complete as possible, resulting in less field assembly.
Please review all components and make sure the parts match up with the assembly list. If any parts
are missing, please contact E-Z Treat Company at
1-866-753-4770 or your local distributor.
E-Z Treat Company Installation Requirements:
E-Z Treat recommends a pre-construction conference with the system Designer, E-Z Treat
Certified Installer, Property Owner Representative and if possible the local Health Department and
the Certified Service Company.
• The E-Z Treat System shall be located on the site in compliance with the applicable horizontal setbacks
and shall be located to prevent surface/subsurface water infiltration.
• Drainage from all structures, paved areas and surface natural drainage must be diverted by
grading or piping to prevent rain water from saturation the ground around the E-Z Treat system.
• The E-Z Treat System shall be installed as per E-Z Set Company Instructions, using components
approved and/or furnished by E-Z Set Company.
• All Certified E-Z Treat Installation Contractors shall be currently listed with E-Z Treat Company as
receiving required continuing education, and shall be certified to proceed with any portion of an
installation as local regulations require.
• All tanks required for the E-Z Treat- installation shall be supplied and tested by approved tank
manufacturers. All tanks shall be tested for water tightness. All tanks, within the system, shall have
access brought to grade over tank inlets, outlets and pumping compartments.
• Upon installation, the system shall be tested for piping integrity. Electrical components shall be
installed and tested as per local codes. Telemetry system when required shall be installed and tested.
• Prior to the final inspection and start up of the System, the Installer shall check tank structures, effluent
filters, float assemblies, Panel and Alarm service, Telemetry, and all other components. Check off lists
shall be signed and a copy forwarded to E-Z Treat Company.

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Installation Overview
The E-Z Treat System shall be used with properly sized and constructed septic tanks and recirculation tanks. All
tanks shall be installed in accordance with the tank manufacturer's specifications and shall be in accordance
with local codes. Piping into the inlet and outlet shall be thru a Press-Seal Cast-A-Seal. Septic tank outlet shall
be fitted with an approved effluent filter (See E-Z Treat Company list of approved filters.)
The septic tank effluent flows to a Recirculation Tank. The Recirculation Tank shall be properly sized and
constructed to specifications obtained from E-Z Treat Company. The Recirculation Tank shall be placed in an
excavated hole that has been prepared in the same manner as the Septic Tank.
The E-Z Treat filter pod is placed in an excavated hole with a minimum 4-inch bed of small gravel this area
must be free of debris and large rocks. The supply and return piping installed from the recirculation tank,to the
E-Z Treat Re-Circulation Synthetic Sand Filter, shall have a slight (<5%) fall back to the recirculation tank,
enabling complete drainage of the E-Z Treat Sand Filter.
The excavated hole must allow the body of the filter pod to extend to grade level this will allow for
proper access into the Filter. In low lying areas or situations where gravity flow back to the re-
circulation tank is not possible the filter may be placed above natural grade and backfill around the
Filter maintaining a gradual slope.
E-Z Treat Sand/Media Filter. Note Bed of Gravel and proper handling harness. Avoid chains or
cables that could damage fiberglass filter vessel.

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Boise Cascade
Moncure Facility
Onsite Wastewater Treatment System
Operation and Maintenance
MacConnell & Associates, P.C.
1903 N. Harrison Ave., Ste 101
Cary, North Carolina 27513
P.O. Box 129
Morrisville, North Carolina 27560
Phone: [phone]
Fax: [phone]

Operation and Maintenance E-Z Treat Sand/Media Filter
1-703-753-4770
E-Z Set Company requires regular inspection and maintenance of the E-Z Treat Re-
Circulating Sand/Media Filter, as a condition of purchase and ongoing operation
compliance. The mandatory service contract will include a performance based system
inspection. The service provider must be trained and certified by E-Z Set Company.
All inspection and maintenance reports must be forward, along with any additional
documentation, to E-Z Set Company, the local authorized E-Z Treat Dealer and all
required or designated regulatory agencies.
The following is a list of the routine maintenance and cleaning procedures that are
required by E-Z Set Company. Failure to perform the required system maintenance could
reduce the desired performance of the system and will void the warranty on the E-Z Treat
Sand Filter System.
Semi-annual inspections the first year of operations and annual inspections thereafter.
E-Z Treat Re-Circulating Sand/Media Filter Model# 0600
Capacity of Model #0600 -700 GPD Residential Strength Effluent
E-Z Treat Re-Circulating Sand/Media Filter Model# 1200
Capacity of Model #1200— 1400 GPD Residential Strength Effluent
Septic Tank
The septic and re-circulation tank shall be inspected annually to ensure they are operating
properly. Remove the access covers over the tank openings to perform the inspection.
1. Verify the lid and riser assemblies are watertight. Check for any damaged,
water weeping marks, holes or cracks. The system must remain watertight to
perform properly.
2. Remove, clean and replace the outlet effluent filter in accordance with the
instructions provided by the effluent filter manufacturer.
3. Inspect the liquid level in the septic tank, it should be level with the bottom of
the outlet pipe.
4. Inspect the effluent and scum layers in the septic tank. Look for oil or any
other contaminants that are not normal.
5. Verify the tank has received its scheduled pumping and cleaning. Check the
solids layer in each of the tanks. If the solids layer is excessive have the tank
pumped.
Re-Circulation Tank
The re-circulation tank shall be inspected annually to ensure it is operating properly.
Remove the access covers over the tank openings to perform the inspection.
Verify that the lid and riser assemblies are watertight. Check for any damaged, water
weeping marks, holes or cracks,the system must remain watertight to perform properly.
l

Operation and Maintenance E-Z Treat Sand/Media Filter
Re-Circulation Tank
1. Inspect the liquid level in the re-circulation tank, it should be level with the
bottom of the outlet pipe.
2. At initial Starting-Up of the system remove the end caps from the spray
manifold. Operate the re-circ pump by turning the pump control to the "Hand-
On" position. Let the pump run for 1 (one) minute the turn the pump control
to the "Off' position repeat this procedure three times to flush any
construction debris such as dirt or pipe shavings from the spray manifold.
Replace the end caps "Hand Tight" do not use wrenches or pliers. Re-set the
pump control selector switch to the"Auto"position.
3. Inspect the float by-pass valve. Manually start the re-circulation pump and
observe the float ball valve, the ball should drop as the liquid in the re-
circulation tank drops the effluent returning from the sand filter pod should
flow back into the re-circulation tank and should not flow out the discharge
pipe.
4. Verify that all the re-circulation pump floats are in good condition, properly
secured to the float bracket and are able to move freely within the re-
circulation tank.
5. Observe the system as it re-circulates. Visually verify all flows thru the
system.
Control Panel/Pumps/Alarms
1. Check the functions of the E-Z Treat Sand Filter control panel.
Control: Main Control "On/Off Switch"
Function: Turns Power ON or OFF
Control: System Setting Switch "Manual ON"and "Auto On"
Function: "Manual ON" overrides all Float Switches and Time Clock
Switches "Auto On" allows for normal operations dictated by the Time Clock
and Float Switches.
Control: Time Clock"Minutes On"and "Minutes Off'
Function: Controls run time of re-circulation pump i.e. GPD re-circulated thru
media
Control: High and Low Water Alarm "Alarm On", "Alarm Auto" and
"Alarm Silence".
Function: "Alarm On" will manually turn on the audio/visual alarms. "Alarm
Auto" is the normal operational setting and "Alarm Silence" turns off the
alarms.
2

Operation and Maintenance E-Z Treat Sand/Media Filter
1-703-75.3-47'70
Check re-circulation pump. Place the system in the manual mode by turning the re-
circulation pump switch to "ON". The re-circulation pump should begin to supply
effluent to the spray nozzles in the treatment pod.
2. Check the voltage and motor amp draw and record the readings.If the readings
are beyond the limits of the NEC recommendations,have an electrician check the
main service line feeding the system control panel.
3. Place the system in the normal operating mode by turning the re-circulation pump
switch to "AUTO". Verify the Time Clock.ON/OFF settings are the same as set at
system start-up. Record those timer settings in the system log.
4. Verify the accuracy of the system ON/OFF Timer Clock.To accomplish this use a
stop watch and verify the length of time the re-circulation purnp is OFF then
verify the time the re-circulation pump is ON, those times should match the
ON/OFF Timer Clock settings in the control panel.
Re-Circulation Pump Time Clock
Window Will Display OFF Sec.,Min.or Hr.
Light Will Burn Green to Indicate Re- Rotate OFF Dial Until Min.Appears in Window
Circulation Pump is OFF
Ir�' -
:;•;':'' 'r;i"'', „ „•,,c';-:':'` OF Dial Seconds,Minutes or Hours
Light Will Burn RED to Indicate
"( .m1.Ci✓.iT
Re-Circulation Pump is ON
' -;'• _;-,r-,,''Window Will Display ON Sec.,Min.or Hr.
Rotate ON Dial Until Min.Appears in Window
ON Dial Seconds,Minutes or Hours
r�%l`'•`"r...l
7.,,=:,,'9rZ•";1, ='.0..'..�...
Rotate Dial to Desired Minutes ON Rotate Dial to Desired Minutes OFF
Clock Face Dial Will Change the Clock Face
From a Maximum Time of 1.5 Units to a Maximum
of 30 Units.Always Set the Clock Face to 30.
3

5. Confirm the operation of the visual and audible"HIGH" and "LOW"water
alarms. The control has an alarm switch clearly marked Alarm "ON",Alarm
"Auto"and Alarm"Silence"Place the Alarm Switch in the"ON"position, you
will hear a loud buzzer and see a red flashing light. Move the switch to the
Alarm"Silence"position the red light and buzzer will go dormant.
6. Once the alarms have been triggered return all settings to their original position of
Alarm "AUTO"(If applicable, verify the operation of the telemetry unit by
checking the alarm notations on the website.)
7. Verify the floats are operational by manually raising and lowering the floats to
simulate the systems normal operation. Verify proper operation of "High Level
Float"by lifting the float while the system Timer Clock is in the "OFF"time
mode,the re-circulation pump should turn on over riding the "OFF"timer, the
Visual and Audible alarms should activate.Return the float to its normal position
the re-circulation pump will turn off.Reset the alarms and manually lower the
"Low Water Float"with Timer Clock in the"ON' mode, the re-circulation pump
will turn off and the visual/audible alarms will activate.Return the float to the
normal position and the re-circulation pump will run. Reset the Alarms.
8. Properly re-install and secure all tank accesses!
E-Z Treat Sand/Media Filter
The E-Z Treat Sand Filter should be inspected to ensure it is operating properly. Remove
the pod cover to perform this inspection.
1. Take a grab sample of the effluent check for:
a. Odor, the effluent may have an earthy or musty smell there should be
no strong or offensive odors present.
b. Color, the effluent should be clear and absent of any color.
c. Solids,there should be no visible suspended solids
d. Solids, let sample set for 15 minutes,there should be no visible settling
of solids.
e. Test the pH, it should measure 6.9 to 7.5
If there is odor, color or solids clean the media.
If the Ph is below 6.9 reduce the re-circulation rate by increasing to "Off'
time on the Time Clock Control. Recheck the Ph in 90 days.
2. Observe the spray distribution nozzles during operation. If a nozzle appears to
be clogged or if the spray pattern is not uniform, remove the nozzle and clean
the nozzle using a pipe stem cleaning brush.
4

Operation and Maintenance E-Z Treat Sand/Media Filter
1-703-753-4770
3. Record the pressure reading on the distribution manifold gauge. Compare that
pressure to the pressure recorded at the previous inspection. The pressure
should read 18 to 27 PSI.
a. Verify the pressure gauge on the spray distribution manifold is
performing properly.
b. Verify the flow rate at the spray nozzles (it should be 1.75 to 2 GPM).
c. Verify the re-circulation pump is the same make and model pump that
was specified for the original installation.
d. Verify the re-circulation pump is performing in accordance to the
pump manufacturers' specifications including amp draw and flows at
specific pressures.
e. If the pressure is above the prior recording or above the start up
setting, open the ends of the distribution manifold lines, manually start
the re-circulation pump and allow it to run for 5 minutes. This should
flush out the spray distribution lines. If the pressure remains too high,
after cleaning the spray nozzles and flushing the spray distribution
lines, adjust the pressure to the desired PSI using the ball valve on the
main spray distribution supply Iine.
f. If the pressure/flow is too low check for cracks, breaks or obstructions
in the main distribution supply line.
4. Verify the treatment pod is properly draining by looking down the pod side
wall vents, there should be no standing water,the bottom of the pod should be
visible.
5. Visually inspect the surface of the treatment media for:
a. Holes,tears, loose seams
b. Foreign material
c. Black color on media(media should have light brown tint)
d. Excessive bio mat growth
e. Ponding
f. Clumping of the media.
Note: If any of these conditions exist the media needs to be cleaned or replaced
6. Lift the corners of the media mattress and visually inspect the sides and
bottom of the treatment media for:
a. Holes, tears, loose seams
b. Black color on media (media should have light brown tint)
c. Excessive bio mat growth
d. Clumping of the media.
Note: If any of these conditions exist the media needs to be cleaned or replaced.
5

Operation and Maintenance E-Z Treat Sand/Media Filter
1-703-753-4770
Cleaniniz the Filter Media
Depending upon influent strength and influent volumes, excessive biological growth can
accumulate inside and on the surface of the media filter after 3 to S years of use. Cleaning
of the media is a very simple and easy 10 step process.
Step One: Turn off power to any discharge pump.
Step Two: Remove the treatment pod cover and remove the spray distribution
manifold.
Step Three: Connect wash down hose to the main spray distribution supply line.
Step Four: Manually turn on the re-circulation pump.
Step Five: Pressure wash the surface of the media mattress, the wash water will
drain into the re-circulation tank and will be re-used as wash water.
Step Six: Roll the media mattress and wash the sides and bottom of the media
mattress.
Step Seven: After the media is completely cleaned properly place the media
mattress in the treatment pod.
Step Eight: Re-Install the spray distribution manifold.
Step Nine: Pump out and clean the Re-Circulation Tank removing all the wash
down water.Pump out the Septic Tank.
Step Ten: Turn on power to discharge system and return the treatment system
from Manual mode to Automatic mode.
6

Operation and Maintenance E-Z Treat Sand/Media Filter
1-703-753-4770
Replacement of Media Mattress
If the Filter Media is exposed to excessive concentrations of petroleum products, paints,
glues, wales etc. it will become necessary to replace the media. The replacement process
it is a very fast and simple. Removing the media mattress should be performed by service
agents that are trained and certified by E-Z Set.
Step One: Turn off power to recirculation pump, discharge pump and controls.
Step Two: Pump the Septic tank and re-circulation tank to assure continued
service by residence during the replacement.
Step Three: Remove the spray distribution manifold.
Step Four: Lift the media mattress out of the filter pod.
Step Five: Place the mattress into the fiberglass Transport Container provided by
E-Z Set Company. The Transport container is easily hauled in a pickup truck or
on a light duty trailer.
Step Six: Install new Filter Media and replace distribution manifold.
Step Seven: Reset all system control settings to "AUTO" and turn the main
power switch to the ON position.
Once the mattress is returned to E-Z Set the material will be sent to the nearest re-cycler
to be reprocessed and sold on the open styrene market, disposal of this product is easy
and economical.
7

Attention System Owner and Users
Caution: Do Not Open or Enter Any System Components for Any Reason. If a
Problem Exists or You have Questions about Your System, Call Your Certified
Services Provider.
Once the E-Z Treat System is installed, a post-construction conference is
recommended. This is an opportunity to familiarize the owner with the system.
No attempt should be made to adjust any component of this system except by a
Certified Operator.
The E-Z Treat Sand/Media Filter System allows the homeowner to receive a high
quality, reliable and economical wastewater system that protects the environment.
As with any onsite wastewater treatment system, the homeowner should be familiar
with basic guidelines which help the system achieve repetitive, reliable performance.
Please do not hesitate to contact your certified operator or E-Z Set Company with
any questions, concerns or comments about your E-Z Treat Sand/Media Filter.
Users of the System.....Rememberl
To assure proper performance of your E-Z Treat Re-Circulating Sand/Media
Filter, you should avoid disposing of the following products into your septic tank:
• Oil & Grease (kitchen waste)
• Water Softener backwash
• Wax & resins
• Petroleum Products
• Paint & Paint Solvents
• Pesticides
• Condoms & sanitary napkins
• Toxic substances (Liquid Plumber, Drano, etc.)
• Non-Biodegradable products (cigarette butts, antibacterial wipes, etc.)
• Any kind of septic tank additive (Rid-X, etc.)
8

E-Z TREAT Sand/Media Fiber 703-753-4770
Owner's Guidelines
Attention System Owners and Users
Remember, As The Owner.....
• Keep heavy loads and traffic off of your onsite system components and
drainfield
• Never drive cars or trucks within 10 feet of any system access lids
• Landscaping or future building projects should be planned with the
drainfield and drainfield repair area in mind.
• Do not shovel or blow snow on top of your onsite wastewater system. This
will temporarily limit access to your system and could overload and
damage the system.
• Makes sure drainage from the house or around the property is carried
away from your onsite system.
• DO NOT OPEN OR ENTER ANY OF THE TREATMENT SYSTEM
TANKS,SEPTIC GASSES CAN BE TOXIC, CAUSING SERIOUS INJURY
OR DEATH!
9

OWNER'S MANUAL
S.T.E.R Plus D Series
Submersible Pump
293 Wright Street, Defavan, WI 53115
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- .�,:�s�: .vGS-;�:z_y'�`*,?',.�<r_.;?nw'�'-' t:.ii,i�%;'�i;'I' _o�'."•':''i:,��',�.aJ.:,<.r�:l:'�.;w:,
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r5"`: -,r;�,-\tie?,�,r.;%.i r;y,:F�;�==.t�1,y:��.�,:;�_: •'.3:��;✓'1~��°�r� -n:i;) - .�:a-.°l�;`:..
.e:' :i 4c _y'-F-;::µT,rr, .«G..;:us:�,,h:,(�:a4:,�'.: ;_:�E>•;•m:,.€.d.:�• ';�t•t�F;t'^L:'»'.i-`'`E?,4a•��7��'�'v.':-
-:..��' ,:�i`iA-Jc>',4e r<•P:.'77�=5- .tJ.�J'��' vS_�'-m}'titC,'r- '�A,•., :L:'.ir Jli}.,. y.-
Models: IODOM05121 , 1ODOM05221 ,
20DOMOS 121 , 20DOM0522 I , 20DOM05221 + 1
20DOMOS 121 + 1 p 30DOMOS 121 ; 30DOMOS221
Instal lation/Operation/Parts
For further operating, installation, or maintenance assistance:
Call 1 -262-728-5551
©2004,Sta-Rite Industries 253P4720(Rev.4/30/04)

2
READ AND FOLLOW AWARNING Hazardous voltage. Can shock, burn or cause
SAFETY INSTRUCTIONS! death.To avoid dangerous or fatal electric shock hazard,use
pump only in an effluent system. DO NOT install pump in an
® This is the safety alert symbol.When you see this symbol open body of water (a lake, swimming pool, etc.).
on your pump or in this manual, look for one of the fol- ® Install, ground and wire pump according to local and
lowing signal words and be alert to the potential for personal Canadian Electrical Code or National Electrical Code
injury. requirements that apply.
' 1 warns about hazards that will cause seriouser-
P A Disconnect electrical power supply before installing or
sonal injury, death or major property damage if ignored. servicing pump.
AWARNING warns about hazards that can cause serious per- ® Make sure pump nameplate voltage and frequency match
sonal injury, death or major property damage if ignored. line voltage and frequency of power supply.
A CAUTION1. Install pump according to all plumbing, pump and well
warns about hazards that will or can cause code requirements.
minor personal injury or property damage if ignored. 2. Install an all leg disconnect switch in the power supply
The label NOTICE indicates special instructions which are near the pump.
important but not related to hazards. 3. Two-wire motors are equipped with automatic thermal
Carefully read and follow all safety instructions in this manual overload protection which will open the circuit and stop
and on pump. the motor when a thermal overload (excessive heating)
exists. When motor cools, overload will rest and motor will
AWARNING Hazardous pressure. Under certain conditions, restart automatically. This can cause the pump to start
submersible pumps can develop extremely high pressure. unexpectedly and without warning.
Install a pressure relief valve capable of passing entire pump GENERAL
flow at 75 PSI.
Inspect pump for delivery damage. Report any damage to ship-
Do not allow pump,piping,or any other system compo- ping carrier or to Sta-Rite immediately.
A
Hent containing water to freeze. Freezing may damage Have any installation, repair, or service work done by your
system,leading to injury or flooding.Allowing pump or system Sta-Rite dealer.
components to freeze will void warranty.
Never run pump dry.
LIMITED WARRANTY
Sta-Rite warrants to the original consumer of the products listed below, that they will be free from defects in material and work-
manship for the Warranty Period from the date of original installation or manufacture as noted.
Product Warranty Period
Submersible Pump Products 1 year
Our warranty will not apply to any product that has been subject to negligence, misapplication, improper installation or main-
tenance.In the event a three phase submersible motor is operated with single phase power through a phase converter,or if three-
leg ambient compensated,extra-quick trip overload relays of recommended size are not used,our warranty is void.
Buyer's only remedy and Sta-Rite's only duty is to repair or replace defective products(at Sta-Rite's choice). Buyer agrees to pay
all labor and shipping charges associated with this warranty and to request warranty service through the installing dealer as soon
as a problem is discovered. If warranty service is requested more than 30 days after the Warranty Period has ended, it will not
be honored.
STA-RITE SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL, INCIDENTAL, OR CONTINGENT DAMAGES WHATSOEVER.
THE FOREGOING WARRANTIES ARE EXCLUSIVE AND IN LIEU OF ALL OTHER EXPRESS WARRANTIES. IMPLIED WAR-
RANTIES, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A
PARTICULAR PURPOSE, SHALL NOT EXTEND BEYOND THE WARRANTY PERIOD PROVIDED HEREIN.
Certain states do not permit the exclusion or limitation of incidental or consequential damages or the placing of limitations on
the duration of an implied warranty, therefore, the limitations or exclusions herein may not apply.This warranty sets forth spe-
cific legal rights and obligations, however, additional rights may exist, which may vary from state to state.
Supersedes all previous publications.
Sta-Rite Industries, 293 Wright St., Delavan, WI 53115

3
During system operation,pump must be submerged at all times. PUMP INSTALLATION
Pipe joint compound can cause cracking in plastics. Use only
teflon tape when sealing joints in plastic pipe or connecting AWARNING Risk of electrical shock. Do not remove or alter
pipe to thermoplastic pumps. cord. Do not connect conduit to pump,
Warranty is void in the following conditions: 'I. Only qualified personnel should install the pump and
• Water is highly corrosive. associated control equipment.
• If entrained gas or air present in water being pumped 2. Vent sewage tank according to local code.
reduce the flow and cause cavitation (which can damage 3. Do not install pump in any location classified as haz-
the pump), ardous by National Electrical Code,ANSI/NEPA 70-1984.
• Pump has been operated with discharge valve closed 4. 'these pumps are intended for permanent connection only.
(severe internal damage will result). Provide strain relief at control panel for power supply cord
ELECTRICAL connection to box. All control components must be UL
listed and suitable for end use application.
Wiring/Grounding 5. Do not pump flammable liquids, strong caustics, or strong
acids with this pump,
AWARNING Hazardous voltage. Can shock, burn, or cause 6. To prevent dropping pump, lower it by the drop pipe, not
death. Permanently ground pump, motor and control box by the cables.The electrical cables will not hold the pump
before connecting power supply to motor. weight.
Ground pump and motor in accordance with all codes and 7. Discharge outlet is 1-1/4" NPT threaded.
ordinances that apply.All wiring must meet National Electrical NOTICE: If installing external check valve, hold discharge
Code and Canadian Electrical Code (whichever applies). Use with pipe wrench to prevent loosening discharge in shell.
copper ground wire at least as large as wires carrying current 8. If pump is to be operated with an open discharge,a dis-
to pump. charge valve must be installed. Before startup, open this
Pump is supplied with copper ground wire. Use only copper valve about 1/3 open. Start pump. Slow/y open valve until
wire for connections to pump. the desired flow rate is reached. Final setting must be with-
Permanently ground pump before connecting power cable to in pump's recommended operating range.
power supply. Connect ground wire to approved ground first,
then connect to equipment being installed. OPERATION
Do not ground to a gas supply line. 1. The pump must be submerged at all times during normal
Float switches or any other approved motor control must operation. Do not run pump dry.
match motor input in full load amperes. 2. Make sure that the float switches are set so that the pump
For more information, contact your local code officials. stops before the pump runs dry or breaks suction. If neces-
sary, adjust float switches to achieve this.
Installation Wiring Instructions 3. The motor bearings are lubricated internally. No rnainte-
Pump has two power supply wires (Red/Black) and one ground nance is required or possible on the pump.
wire(Green).
Fasten power supply wire leads securely to control panel;
leave 4-5"of slack in leads at this point_ Securely fasten leads 250(76)
to plastic pipe within 6" of the pump discharge section. g
NOTICE:To avoid dropping pump or damaging wires or a 200(61)
splices, NEVER allow pump wires to support weight of pump. a)
.G 150(46) 20 GPM+1
V
20 GPM
100(30)
Submersible >
Pump —n30 GPM
0 50(15) 10 GPM
0(0) 0 10 20 30 40
(0) (38) (76) (114) (151)
Flow in USGPM (LPM)
Figure 2:Performance In Feet of Head at Gallons,per
Minute (M@LPM).
3" pipe
Figure l:insert a 3"PVC-pipe in the bottom of the
motor to raise the pump In the tank.

4
Table 1 : Recommended Fusing Data
60 Hz/1 Phase 2-Wire Cable
Max Locked Fuse Size
Voltz/Hz/ Load Rotor Standard/
Model HP Phase Ams Ams Dual Element
10DOM05121 1/2 115/60/1 11.0 30.0 15
20DOM05121 1/2 115/60/1 9.5 30.0 15
30DOM05121 1/2 115/60/1 9.5 30.0 15
10DOM05221 1/2 230/60/f 5.5 14.5 10
20DOM05221 1/2 230/60/1 4.6 14.5 10
30DOM05221 1/2 230/60/1 4.6 14.5 10
20DOM05121+1 1/2 115/60/1 10.6 30.0 15
20DOM05221+1 1/2 230/60/1 5.3 14.5 10
TROUBLESHOOTING GUIDE
PROBLEM CHECK CORRECTIVE ACTION
Pump will not start but fuses do not blow
No voltage. No voltage at control panel. Replace blown fuses or bad cable.
Electrical cable bad. Consult licensed electrician or serviceman.
Control panel incorrectly wired. Reconnect control panel correctly.
Fuses blow or overload protector trips when motor starts
Wrong size fuse or wrong Check fuse size against chart,above. Install correct fuse or time delay fuse.
size time delay fuse.
Low or high voltage. Check that•line voltage is within±10% of nameplate If voltage variation is greater than ±10%, call power
rated voltage while motor is running. company or local hydro authority to adjust voltage.
Power supply wire leads Check control panel wiring diagram against incoming Reconnect leads to match wiring diagram in control
not correctly connected power hookup.Check power supply wire color coding. panel cover. Reconnect power supply wires so wire
to control panel. color code matches motor lead color code.
Broken wire in Examine all connections and wiring in control panel. Disconnect power and repair or replace faulty wire.
control panel.
Pump stuck or binding. Check for locked shaft in pump. If necessary, pull pump(make all possible above
ground checks first), If pump is locked, replace it.
Clean tank of all sand or lime, or solids before
reinstalling pump.
Power supply wires or Consult licensed electrician or qualified serviceman. Have a qualified serviceman or electrician make
pump leads grounded, necessary cable repairs..
shorted,or open,
Fuses blow or overload protector trips when motor is running
Low or high voltage. Check that line voltage is within t10%of rated If voltage variation is more than±10%,call power
nameplate voltage while motor is running. company to adjust voltage.
High ambient(atmospheric) Check temperature of tank Protect tank from direct sunlight.
temperature.
Pump starts too frequently
Leaks in system. Check plumbing for leaks.
Level switch. Check for defective switch or switch out of adjustment. Re-adjust or replace level switch.
Check valves leaking. Make sure check valves are not leaking back. Replace check valves if necessary
Little or no water delivered
Check valve stuck Examine valve, If stuck,free valve;if installed backwards, reverse it.
or installed backwards
Low voltage. Check voltage at control panel with pump running. Install larger wire from meter to control panel.
If necessary, have power company raise supply voltage.
Plugged intake screen. Pull pump and check condition of screen. Clean or replace as necessary,
Check valve at pump Pull pump and examine check valve. Free check valve.
discharge stuck.
Pump doesn't develop Check pump curve against operating conditions. Replace pump with "higher head"pump,
enough pressure("head").

K-Rain-Hydrotek Valves Instructions Page 1 of 7
HYDROTEKO 6000
VALVE FUNCTIONS
a",
b {
1. Valve Top: A high strength metal die cast top which is secured to the valve body
by eight stainless steel screws.
2. Valve Body: A high strength metal die cast housing.
3. Inlet: Female 1 1/2" NPT inlet for connection to water source.
4. Vacuum Breaker Port: Used to prevent back-siphon of water to source.
5. Valve Bottom: High strength ABS plastic bottom which is secured to valve body
with 6 stainless steel screws.
6. Outlets: Allows for slip and glue connection to 1 1/2" PVC pipe.
CAM REPLACEMENT INSTRUCTIONS
Replacement cams are available to increase or decrease the number of outlets to be
used on the HYDROTEK® 6000 Series Valve
6400 Series four outlet valves have interchangeable cams for two, three or four
zone operation.
6600 series six outlet valves have interchangeable cams for five or six zone
operation.
To replace cam,first remove valve top by removing eight valve top retaining screws.
Remove two cam retaining screws which hold cam on the underside of the valve
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K-Rain -Hydrotek Valves Instructions Page 2 of 7
top.
Insert replacement cam into valve top, ensuring that the wide notch on cam is
aligned with notch on valve top, and secure with two cam retaining screws.
Replace top, ensuring body seal is in place.
VALVE APPLICATIONS
Pump Fed application
fT
1W �+ i
ly t n I
For direct pump - fed installations, the HYDROTEK® 6000 Series Valve Is directly
connected to the discharge side of the pump and is cycled from one zone to the
next by turning the pump off and on . Install the valve as close to the pump as
possible and ensure suction line to the pump has a proper check valve installed and
all joints are completely sealed.
In-line Valve Application
http://www.krain.com/oldsite/6000hydrovaIves.htin 1 8/4/2005

K-Rain -Hydrotek Valves Instructions Page 3 of 7
r-
tU
� 3 3 Afi}-
J�"
J,i
For high flow city water supplied installations using and In-line valve, ensure the
HYDROTEK® Valve is installed as close to the in-line valve as possible. The 6000
Series Valve may be mounted below ground in a valve box (do not direct bury).
Ensure backflow prevention is in compliance with local codes.
VALVE INSTALLATION
Prior to installation of HYDROTEK(D 6000 Series Valve,make sure that the system is
designed using adequate pipe sizes and control valves to ensure maximum
performance of the valve.
For installation with large terrain elevations, or applications with high lift
requirements such as overhead systems in greenhouses, the valve should be
Installed at the highest point in the system, or check-valves should be installed near
the valve in the elevated lines to prevent the back-flow of water from the higher
locations to the lower zones.
When connecting the lines to the valve outlets, ensure that the correct cam Is
Installed. See diagram for proper zone hookup of outlets.
Do NOT turn the valve upside down when gluing the lines into the valve outlets.
Glue may run down into the valve and Interfere with valve operation. Allow glue to
dry for at least two hours before operating or testing the valve. For best results, use
a multi-purpose glue which is compatible with ABS plastic.
To seal off any unused outlets, install a piece of PVC pipe at least six Inches In
length to the outlet and cap the pipe .This will allow additional zones to be added
easily at a later time.Make sure proper cam is installed for number of zones to be
used.
In regions of the country where winter temperatures may cause damage to exterior
pipes, the HYDROTEK® 6000 Series Valve should be winterized. To protect the
control valve and other irrigation components from damage, the entire system
should be drained or cleared using compressed air. Contact your K-Rain dealer for
Information on the winterization requirements in your area.
http://www.l<rain.com/oldsite/6000hydrovalves.htm] 8/4/2005

K-Rain-]-,Iydrotek Valves Instructions Page 4 of 7
Active Zone Dog am
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HYDROTEK@ 6000 VALVE PARTS
To
2
'•� k i r.Alii:d 1� ;I, �! ,
40
3
1�1 Nil
6
0
1 4 Outlet valve top 8002804
6 Outlet valve top 8002806
2 Valve body seal 8600000
3 Rubber flap disk 8003000
4 Stem with .032 spring 8004002
Stem with .028 spring 8004003
5 Stem/disk assy.with .032 spring 8003050
Stem/disk assy,with .028 spring 8003051
http://www.kraiii.r,om/oldsite/6000hydrovalves.html 8/4/2005

K-Rain-Hydrotek Valves instructions Page 5 of 7
6 4 Outlet valve bottom 8002704
6 Outlet valve bottom 8002706
7 Vacuum breaker assy. - 8005001
8 Two zone, 4 outlet cam 8002902
Three zone, 4 outlet cam 8002903
Four zone, 4 outlet cam 8002904
Five zone, 6 outlet cam 8002905
Six zone, 6 outlet cam 8002906
9 Valve bottom screws (6) (10-24 x3/4 Phil Pan SS) 8004410
10 Valve top screws (8) (10-24 x5/8 Slt.phst SS) 8004412
11 Cam retaining screws (2) (6 x1/2 Phil Pan SS) 8004414
F7Valve bottom S.S Pin (1/4" dia.) 8600001
TROUBLESHOOTING
1. Problem: Valve Does Not Change or Cycle to Next zone or Outlet
Cause: Debris or foreign objects preventing proper movement of stem and disk
assembly.
Solution: Remove valve top and check for foreign objects. Clean build-up from
walls of valve as necessary.
Solution: Check for freedom of movement of stem and disk assembly up and down
over the center pin in bottom of valve. Scale deposits may build up on the pin and
hold stem and disk assembly down. Clean pin and again check for freedom of
movement.
Cause: Disk may have expanded and is rubbing against Inside walls of body.
Solution: Replace disk and clean build-up from walls of valve as necessary.
Cause: Restriction of flow causing pressure in valve to build up, preventing valve
from cycling.
Solution: Be sure that all operating outlets are not capped and that the flow to
operating zones is not restricted in any manner.
Solution: The backflow of water from uphill lines may be preventing the valve from
cycling properly. This can happen when the valve is placed too far below an
elevated irrigation line. If the valve cannot be placed close to the high point of the
system, a check valve should be installed near the valve in the outlet line that runs
uphill from the valve.
2. Problem: Water Comes Out of all the Valve Outlets
Cause: Stern and disk assembly not seating properly on valve outlet.
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K-Rain -Hydrotek Valves Instructions Page 6 of 7
Solution: Check for sufficient water flow . A minimum of 15 GPM is required to
properly seat the disk.
Solution: Remove the valve top and clean the inside walls as necessary to ensure
that nothing is interfering with the up and down movement of the stem and disk
assembly inside the valve.
Solution: Make sure that the operating outlets are not capped and that the flow to
the operating zones is not restricted in any manner.
Solution: Replace disk if necessary.
Cause: Too many sprinkler heads on a zone will cause insufficient pressure for disk
to seat firmly over valve o4tlet.
Solution: Reduce the number of heads on the zone to obtain the proper sprinkler
operating pressure.
3. Problem: Valve Skips Outlets or Zones.
Cause: For a pump installation, the pump may be losing its prime, causing the
water flow to surge. This will cause the valve to cycle quickly several times, skipping
one or more zones. Verify that the flow to the valve is constant by turning ON after
having been OFF for at least 15 minutes. The flow should be steady and
uninterrupted.
Solution: Seal any pump suction line leaks.
Solution: Replace or install suction line check valve to prevent pump from losing its
prime.
Cause: The stem and disk assembly is being advanced past the desired outlet.
Solution: Ensure that the correct cam for the desired number of zones is installed
and that the outlet lines are installed to the correct outlet ports of the valve.
TECHNICAL INFORMATION
http://www.krain.com/oldsite/6000hydrovalves.html 8/4/2005

K-Rain -Hydrotck Valves Instructions Page 7 of 7
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http://www.ki-ain,com/oIdsite/6000hydrovaIves.hti-n1 8/4/2005

SERIES
INDEXING
VALVE
K
RAIN

INTRODUCTION
The 6000 Series Indexing Valve is a water flow operated valve which acts as a manifold. The
valve cycles from zone to zone in a clockwise fashion each time the water flow is stopped
and started.
With its metal die cast body, the 6000 Series Indexing Valve is capable of handling high
pressure applications. The 6000 Series Valves are recommended to be used on pump fed
systems and can also be used on higher flow pressurized city water systems.
TABLE OF CONTENTS
VALVEOPTIONS ........................... ........................................................................................................1
VALVEFUNCTIONS ........................................................................................................................2 - 3
CAM REPLACEMENT INSTRUCTIONS ..................................................................................................4
VALVEAPPLICATIONS ..........................................................................................................................5
VALVEINSTALLATION ......................................................................................................................6 - 7
VALVE PARTS DIAGRAM AND PARTS LIST ......................................................................................8 - 9
TROUBLESHOOTING ....................................................................................................................10 - 11
TECHNICALSPECIFICATIONS ............................................................................................................12
WARRANTY AND DEALER INFORMATION ........................................................................................13

VALVE OPTIONS
The 6000 Series Indexing Valve is available with the following outlet and cam combinations:
VALVE Description Check Your
Model No. Model
6402 Two zone valve with four outlet bottom ( )
6403 Three zone valve with four outlet bottom ( )
6404 Four zone valve with four outlet bottom ( )
6605 Five zone valve with six outlet bottom ( )
6606 Six zone valve with six outlet bottom ( )
6400 Series four outlet valves have interchangeable cams for two, three or four zone
operation.
6600 Series six outlet valves have interchangeable cams for five or six zone operation.
1

VALVE FUNCTIONS
2

VALVE FUNCTIONS
1. VALVE TOP: A high strength metal die cast top which is secured to the valve
body by eight stainless steel screws.
2. VALVE BODY: A high strength metal die cast housing.
3. INLET: Female 1 1/2" NPT inlet for connection to water source.
4. VACUUM BREAKER Used to prevent back-siphon of water to source.
PORT:
5. VALVE BOTTOM: High strength ABS plastic bottom which is secured to valve body
with 6 or 8 stainless steel screws.
6. OUTLETS: Allows for slip and glue connection to 1 1/2" PVC pipe.
3

CAM REPLACEMENT INSTRUCTIONS
Replacement cams are available to increase or decrease the number of outlets to be used
on the 6000 Series Indexing Valves.
6400 Series four outlet valves have interchangeable cams for two, three or four zone
operation.
6600 Series six outlet valves have interchangeable cams for five or six zone operation.
To replace cam,first remove valve top by removing eight valve top retaining screws. Remove
two cam retaining screws which hold cam on the underside of the valve top.
Insert replacement cam into valve top, ensuring that the wide notch on cam is aligned with
notch on valve top, and secure with two cam retaining screws.
Replace top, ensuring body seal is in place.
4

VALVE APPLICATIONS
Pump Fed Application
For direct pump-fed installations,the 6000
Series Indexing Valve is directly connected to
the discharge side of the pump and is cycled
from one zone to the next by turning the
pump off and on. Install the valve as close to
the pump as possible and ensure suction line
to the pump has a proper check valve
installed and all joints are completely sealed. °T•-
- In-Line Valve Application
--o - For high flow city water supplied installations
® - using an in-line valve, ensure the Indexing
— f Valve is installed as close to the in-line valve
ANA" as possible. The 6000 Series Valve may be
mounted below ground in a valve box (do
not direct bury). Ensure backflow prevention
is in compliance with local codes.
5

VALVE INSTALLATION
Prior to installation of 6000 Series Indexing Valve, make sure that the system is designed using
adequate pipe sizes and control valves to ensure maximum performance of the valve.
For installation with large terrain elevations, or applications with high lift requirements such as
overhead systems in greenhouses, the valve should be installed at the highest point in the
system, or check-valves should be installed near the valve in the elevated lines to prevent the
back-flow of water from the higher locations to the lower zones.
When connecting the lines to the valve outlets, ensure that the correct cam is installed. See
diagram for proper zone hookup of outlets.
Do NOT turn the valve upside down when gluing the lines into the valve outlets. Glue may run
down into the valve and interfere with valve operation. Allow glue to dry for at least two hours
before operating or testing the valve. For best results, use a multi-purpose glue which is
compatible with ABS plastic.
6

VALVE INSTALLATION (continued)
To seal off any unused outlets, install a piece of PVC pipe at least six inches in length to the
outlet and cap the pipe. This will allow additional zones to be added easily at a later time.
Make sure proper cam is installed for number of zones to be used.
In regions of the country where winter temperatures may cause damage to exterior pipes,the
6000 Series Indexing Valve should be winterized. To protect the control valve and other
irrigation components from damage, the entire system should be drained or cleared using
compressed air. Contact your K-Rain dealer for information on the winterization requirements
in your area.
Active Zone Diagram
Black dots indicate active outlets for cam being used
(View from above)
Inlet O Inlet O Inlet
0077
G 00
0 0 0
2 zone 3 zone 4 zone
Inlet ®rgeo
Inlet
04r?
5 zone 6 zone
7

10
� 1
� t t
0 7
1 f
14 f
3 5
I
I
12 I
a q
8

6000 SERIES INDEXING VALVE PARTS
1
1 4 Outlet valve top P8002804
6 Outlet valve top P8002806
2 Valve body seal P8600000
3 Rubber flap disk P8003000
4 Stem with .032 spring P8004002
Stem with .028 spring P8004003
5 Stem/disk assy.with ,032 spring P8003050
Stem/disk ossy.with ,028 spring P8003051
6 4 Outlet valve bottom P8002704
6 Outlet valve bottom P8002706
7 Vacuum breaker assy, P8005001
8 Two zone,4 outlet cam P8002902
Three zone,4 outlet cam P8002903
Four zone,4 outlet cam P8002904
Five zone,6 outlet cam P8002905
Six zone, 6 outlet cam P8002906
9 Valve bottom screws 6 10-24 x 3/4 Phil Pan SS P8004410
10 Valve top screws 8 10-24 x 5/8 Sit. phst.SS P8004412
111 Cam retaining screws 2 6 x 1/2 Phil Pan SS P8004414
121 Valve bottom S.S. Pin 1/4" dia, P8600001
9
I

i

TROUBLESHOOTING
1 . PROBLEM: Valve Does Not Change or Cycle to Next Zone or Outlet
CAUSE: Debris or foreign objects preventing proper movement of stem and disk
assembly.
SOLUTION: Remove valve top and check for foreign objects. Clean build-up from walls of
valve as necessary.
SOLUTION: Check for freedom of movement of stem and disk assembly up and down over
the center pin in bottom of valve. Scale deposits may build up on the pin and
hold stem and disk assembly down. Clean pin and again check for freedom of
movement.
CAUSE: Disk may have expanded and is rubbing against inside walls of body.
SOLUTION: Replace disk and clean build-up from walls of valve as necessary.
CAUSE: Restriction of flow causing pressure in valve to build up, preventing valve from
cycling.
SOLUTION: Be sure that all operating outlets are not capped and that the flow to operating
zones is not restricted in any manner.
SOLUTION: The backflow of water from uphill lines may be preventing the valve from
cycling properly. This can happen when the valve is placed too far below an
elevated irrigation line. If the valve cannot be placed close to the high point
of the system, a check valve should be installed near the valve in the outlet line
that runs uphill from the valve.
10

TROUBLESHOOTING (continued)
2. PROBLEM: Water Comes Out of all the Valve Outlets
CAUSE: Stem and disk assembly not seating properly on valve outlet.
SOLUTION: Check for sufficient water flow. A minimum of 15 GPM is required to properly seat
the disk.
SOLUTION: Remove the valve top and clean the inside walls as necessary to ensure that
nothing is interfering with the up and down movement of the stem and disk
assembly inside the valve.
SOLUTION: Make sure that the operating outlets are not capped and that the flow to the
operating zones is not restricted in any manner.
SOLUTION: Replace disk if necessary.
CAUSE: Too many sprinkler heads on a zone will cause insufficient pressure for disk to
seat firmly over valve outlet.
SOLUTION: Reduce the number of heads on the zone to obtain the proper sprinkler
operating pressure.
3. PROBLEM: Valve Skips Outlets or Zones.
CAUSE: For a pump installation,the pump may be losing its prime, causing the water
flow to surge. This will cause the valve to cycle quickly several times,skipping
one or more zones. Verify that the flow to the valve is constant by turning ON
after having been OFF for at least 15 minutes. The flow should be steady and
uninterrupted.
SOLUTION: Seal any pump suction line leaks.
SOLUTION: Replace or install suction line check valve to prevent pump from losing its prime.
CAUSE: The stem and disk assembly is being advanced past the desired outlet.
SOLUTION: Ensure that the correct cam for the desired number of zones is installed and that
the outlet lines are installed to the correct outlet ports of the valve.
11

TECHNICAL SPECIFICATIONS
Valve Top and Die Cast Metal
Body Construction:
Valve Bottom ABS High Strength Plastic
Construction;
Flow Range: 15-150 G.PM
Inlet: Threaded 1 1/2" NPT
Outlets: Allows for 1 1/2" PVC pipe slip and glue connection
FLOW AND PRESSURE LOSS CHARACTERISTICS
6400 Series 4 Outlet Valve
FLOW (GPM) 15 20 30 40 50 60 70 80 90 100 110 120 130 140 150
PSI LOSS 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.5 9.0 10.0 10.5 11.0 12.0 12.5 13.0
6600 Series 6 Outlet Valve
FLOW (GPM) 15 20 30 40 50 60 70 80 90100 110 120 130 140 150
PSI LOSS 2.0 3.0 3.5 4.0 5.0 6.0 7.5 9.0 10.0 11.0 11 .5 12.0 12.5 13.0 14.0
12

TWO YEAR LIMITED WARRANTY
K-Rain products carry a "LIMITED WARRANTY". For two years from the date of purchase,
K-Rain will repair or replace (at K-Rain's option)the product or any part if the product is found
to be defective as to workmanship or material. This warranty does not extend to damage to
a K-Rain product resulting from misuse, neglect or abuse, normal wear and tear,or accident,
to exterior appearance or color or due to improper installation.
This warranty extends only to an original user of a K-Rain product.
IN NO EVENT SHALL K-RAIN BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES. ALL
IMPLIED WARRANTIES ARE LIMITED IN DURATION TO TWO YEAR FOLLOWING DATE OF PUR-
CHASE. Some states do not permit the exclusion or limitation of incidental or consequential
damages or of implied warranties. Therefore, the above exclusions or limitations may not
apply to you.
If a defect arises in a K-Rain product within the two-year warranty period,you should promptly
contact your K-Rain installer, distributor or
K-RAIN MANUFACTURING CORP, 1640 Australian Avenue, Riviera Beach, Florida 33404
Please allow up to 4 weeks for completion of repairs or replacement and return of the
product. If a product is replaced,the replacement product is covered only for the remainer
of the original warranty period dating from the purchase of the original product.
This warranty gives you specific legal rights, and you may also have other rights which vary
from state to state. If you have any questions concerning the warranty or its application,
please write to K-Rain Manufacturing Corporation, 1640 Australian Avenue, Riviera Beach, FL
33404. Attn: Product Manager.
13

K-RAIN MANUFACTURING CORP.
1640 Australian Avenue
Riviera Beach, FL 33404 USA
PH: 1-561-844-1002/ 1-800-735-7246 60005103
IN
FAX: [phone] (07/08)
© K-RAIN Manufacturing Corp.
RAO WEB: http://www.krain.com Printed in the U.S.A.

North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
November 13, 2015
Bill Kopp, Plant Manager
Boise Cascade Wood Products, LLC
306 Corinth Road
Moncure,NC 27559
Subject: Acknowledgement of Permit Renewal
Application No. NCO023442
Boise Cascade Wood Products,LLC
Chatham County
Dear Permittee:
The Water Quality Pennitting Section has received your permit renewal application on November
12, 2015. A member of the NPDES Unit will review your application. They will contact you if
additional information is required to complete your permit renewal. Per G.S. 150B-3 your current permit
does not expire until permit decision on the application is made. Continuation of the current permit is
contingent on timely and sufficient application for renewal of the current permit. Please respond in a
timely manner to requests for additional information necessary to complete the pen-nit application.
If you have any additional questions concerning renewal of the-subject permit, please contact
Wren Thedford at 919-807-6304 or [e-mail].
Sincerely,
Wren Thedford
Wastewater Branch
cc: Central Files
IRaI ze gh Regional Office,Water Quality Regional Operations Section
`NPDES_Unit
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Location:512 N.Salisbury St.Raleigh,North Carolina 27604
Phone:[phone] Fax:[phone]/Customer Service:1-877-623-6748
Internet::www.ncwater.orq
An Equal OpportunityMrmative Action Employer