WQ0014565_Application_20240119

PlIgrimt-
January 5, 2023
Sent via USPS Tracking No. 7018 2290 0000 9453 5757 and via email to
(nathaniel.thornburg @ deq.nc.gov)
Nathaniel Thornburg
North Carolina Department of Environment Quality
Division of Water Resources
Water Quality Permitting Section
Non -Discharge Permitting Unit
512 N. Salisbury Street
Raleigh, North Carolina 27604
Re: Minor Modification Application
Permit No. WQ0014565
Pilgrim's Pride Processing Plant
Sanford, Lee County, North Carolina
Dear Mr. Thornburg:
Transmitted herewith is the minor modification application and engineering plans to modify the
chlorination system at the Pilgrim's Pride Sanford Facility as it pertains to the Non -Discharge
Permit No. WQ0014565. We would like to convert the wastewater treatment disinfection system
from chlorine gas to liquid bleach (i.e., sodium hypochlorite) due to safety concerns with the
current use of chlorine gas cylinders. This change will not impact the overall treatment system
capacity or impact the sprayfields.
Further, during the detailed review for this project, it was discovered that the existing chlorine
contact chamber is measured to be 3,200 gallons rather than 1,000 gallons as listed in the permit
and in the facility records. The existing chlorine contact chamber will remain in use as described
in the project plans.
Therefore, we request the following verbiage changes be made to the Permit:
• Page 1 - Change the wastewater treatment system description to read "liquid chlorination
system; a 3,200 gallon chlorine contact chamber ...." in lieu of the existing verbiage "a 10
pound per day gas chlorinator; a 1,000 gallon chlorine contact chamber ..."
This modification does not impact the Permit limits or monitoring requirements.

Mr. Nathanial Thornburg
January 5, 2023
Page 2
Please note that as this project has a limited impact on the existing overall treatment system and
there are no changes proposed to the sprayfields, several portions of the WWIS 06-16 checklist
are not applicable and are not included in this application.
If you have any questions, please
(tina.pedley @ pilgrims.com).
Sincerely,
Daniel Shaw, Complex Manager
Pilgrim's Pride Corporation — Sanford, NC
Cc: Ms. Tina Pedley (Pilgrim's)
contact Tina Pedley at [phone]

Original Copy

Minor Modification to Wastewater Irrigation System Permit: WQ0014565
Chlorination System Conversion
Pilgrim's Pride Corporation
Sanford, NC Wastewater Irrigation System
December 29, 2023
Application Package Contents:
• Wastewater Irrigation System Application (Form WWIS 06-16)
o North Carolina Secretary of State Registration for Pilgrim's Pride Corporation
• Property Ownership Documentation from Lee County GIS
• Chlorination System Conversion Engineering Plans (formatted for l lxl7)
• Specifications
• Engineering Report (includes Engineering Calculations and Operation & Maintenance
Plan)
• Site Map
• Existing Permit
• Wastewater Chemical Analysis
Application Package Exclusions:
• Application Fee — Not required for minor modifications
• Soil Evaluation — Not Applicable as no changes proposed to sprayfields or acreages
• Agronomist Evaluation — Not Applicable as no changes proposed to sprayfield loadings
• Hydrogeologic Report — Not Applicable as no changes proposed to sprayfields or
acreages
• Water Balance — Not Applicable as no changes proposed to loadings or flows
• Power Reliability Plan — Not Applicable as no changes proposed to loadings or flows.
Emergency storage via gravity flow is available.
• Residuals Management Plan — No changes proposed with impacts to residuals
management
• Certificate of Public Convenience and Necessity — Not Applicable
• Final Environmental Documentation — Not Applicable as not a public project
• Floodway Regulation Compliance — Not Applicable as project pertains to area that is not
located in a flood zone
• Operational Agreements — Not Applicable
• Threatened or Endangered Aquatic Species Documentation — Not Applicable as project is
not disturbing new areas

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with 15A NCAC 0211.0400 (if necessary), 15A
NCAC 02L .0100, 15A NCAC 02T .0100, 15A NCAC 02T .0700, Division Policies and eood engineering practices. Failure to
submit all required items will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting an application to the Water Quality Permitting Section's Non -Discharge Permitting Unit, please use the
following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking
the provided boxes will help produce a quicker review time and reduce the amount of requested additional information.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation.
A. Cover Letter (All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ). The appropriate fee amount for new and major modification applications may be found at: Standard Review
ProProjems.
C. Wastewater Irrigation Systems (FORM: WWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Wastewater Irrigation Systems (FORM: WWIS 06-16) application. Any
unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due
to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond to the
section and item to which they refer.
® If the Applicant Type in Item I.2. is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2. is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The facility name in Item II.1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's Certification on Page 12 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 12 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .010�.
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSRI application.
D. Property Ownership Documentation (All Application Packages):
➢ Per 15A NCAC 02T .0504ffl the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
® Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
❑ Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
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E. Soil Evaluation (All Application Packages that include new irrigation sites):
❑ Per 15A NCAC 02T .0504(b) and the Soil Scientist Evaluation Polic., submit a detailed soil evaluation that has been signed,
sealed and dated by a North Carolina Licensed Soil Scientist and includes at a minimum:
❑ The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
❑ Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policy.
❑ Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
❑ Provide all soil boring logs performed at the site.
❑ Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
❑ Acidity ❑ Exchangeable sodium percentage (by calculation) ❑ Phosphorus
❑ Base saturation (by calculation) ❑ Magnesium ❑ Potassium
❑ Calcium ❑ Manganese ❑ Sodium
❑ Cation exchange capacity ❑ Percent humic matter ❑ Zinc
❑ Copper ❑ pH
➢ Saturated hydraulic conductivity (KSAT) data that shall include at a minimum:
❑ A minimum of three KsAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
❑ All KSAT tests shall be conducted in areas representative of the site.
❑ All KSAT tests shall be run until steady-state equilibrium has been achieved.
❑ All collected KSAT data shall be submitted, including copies of field worksheets showing all collected readings.
❑ Submit a soil profile description for each KsAT data point that shall extend at least one foot below the tested horizon.
➢ Soil evaluation recommendations shall include at a minimum:
❑ A brief summary of each map unit and its composition and identification of minor contrasting soils.
❑ Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
❑ Seasonal irrigation restrictions, if appropriate.
❑ Identification of areas not suitable for wastewater irrigation.
❑ Recommended geometric mean KSAT rate to be used in the water balance for each soil/map unit based upon in -situ
measurement of the saturated hydraulic conductivity from the most restrictive horizon.
❑ Recommended drainage coefficient to be used in the water balance based upon comprehensive site evaluation, review
of collected onsite data, minor amounts of contrasting soils and the nature of the wastewater to be applied.
❑ Recommended annual hydraulic loading rate (in/yr) for each soil/map unit within the proposed irrigation areas based
upon in -situ KsAT measurements form the most restrictive soil horizon.
NOTE — If the soil evaluation was performed more than one year prior to the submittal of this application package, a statement shall
be included indicating that the site has not changed since the original investigation.
Agronomist Evaluation (All Application Packages that include new irrigation sites or new crops for existing irrigation sites):
❑ Per 15A NCAC 02T .0504(i), submit an agronomist evaluation that has been signed, sealed and dated by a qualified professional
and includes at a minimum:
❑ Proposed nutrient uptake values for each cover crop based upon each field's dominant soil series and percent slope.
❑ Plant available nitrogen calculations for each cover crop using the designed effluent concentrations in Application Item
V.1. and proposed mineralization and volatilization rates.
❑ Historical site consideration, soil binding and plant uptake of phosphorus.
❑ Seasonal irrigation restrictions, if appropriate.
❑ A clear and reproducible map showing all areas investigated and their relation to proposed fields and crops.
❑ Maintenance and management plan for all specified crops.
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G. Hydrogeologic Report (All Application Packages treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02T .0504� e i the Hydrogeologic Investil2ation and Reporting Policy. the Groundwater ModelingPolicy and
the Performance and Analysis of Aquifer Slug Tests and Pumping Tests Policy, submit a detailed hydrogeologic description
that has been signed, sealed and dated by a qualified professional and includes at a minimum:
❑ A hydrogeologic description to a depth of 20 feet below land surface or bedrock, whichever is less. A greater depth of
investigation is required if the respective depth is used in predictive calculations.
❑ Representative borings within the irrigation areas and all proposed earthen impoundments.
❑ A description of the regional and local geology and hydrogeology.
❑ A description, based on field observations of the site, of the site topographic setting, streams, springs and other groundwater
discharge features, drainage features, existing and abandoned wells, rock outcrops, and other features that may affect the
movement of the contaminant plume and treated wastewater.
❑ Changes in lithology underlying the site.
❑ Depth to bedrock and occurrence of any rock outcrops.
❑ The hydraulic conductivity and transmissivity of the affected aquifer(s).
❑ Depth to the seasonal high water table (SHWT).
❑ A discussion of the relationship between the affected aquifers of the site to local and regional geologic and hydrogeologic
features.
❑ A discussion of the groundwater flow regime of the site prior to operation of the proposed facility and post operation of
the proposed facility focusing on the relationship of the system to groundwater receptors, groundwater discharge features,
and groundwater flow media.
❑ If the SHWT is within six feet of the surface, a mounding analysis to predict the level of the SHWT after wastewater
application.
H. Water Balance (All Application Packages that include new or modified irrigation sites, changes in flow or changes in storage):
❑ Per 15A NCAC 02T .0504(k1 and the Water Balance Calculation Policy, submit a water balance that has been signed, sealed
and dated by a qualified professional and includes at a minimum:
❑ At least a two-year iteration of data computation that considers precipitation into and evaporation from all open atmosphere
storage impoundments, and uses a variable number of days per month.
❑ Precipitation based on the 80'h percentile and a minimum of 30 years of observed data.
❑ Potential Evapotranspiration (PET) using the Thomthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
❑ Soil drainage based on the geometric mean of the in -situ KsAT tests in the most restrictive horizon and a drainage coefficient
ranging from 4 to 10% (unless otherwise technically documented).
➢ Other factors that may restrict the hydraulic loading rate when determining a water balance include:
❑ Depth to the SHWT and groundwater lateral movement that may result in groundwater mounding.
❑ Nutrient limitations and seasonal application times to ensure wastewater irrigation does not exceed agronomic rates.
❑ Crop management activities resulting in cessation of irrigation for crop removal.
NOTE — Wastewater Irrigation Systems serving residential facilities shall have a minimum of 14 days of wet weather storage.
I. Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .0504(c)(1 ), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer, and shall include at a minimum:
® Table of contents with each sheet numbered.
® A general location map with at least two geographic references and a vicinity map.
® A process and instrumentation diagram showing all flow, recycle/return, aeration, chemical, electrical and wasting paths.
® Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations.
® Details of all piping, valves, pumps, blowers, mixers, diffusers, recording devices, fencing, auxiliary power, etc.
❑ A hydraulic profile from the treatment plant headworks to the highest irrigation point.
❑ The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
❑ Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
❑ Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
❑ For automated irrigation systems, provide the location and details of the precipitation/soil moisture sensor.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
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J. Specifications (All Application Packages):
® Per 15A NCAC 02T .0504(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer, and shall include at a minimum:
® Table of contents with each section/page numbered.
® Detailed specifications for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), nozzles/emitters, precipitation/soil moisture sensor (if applicable),
audible/visual high water alarms, liner material, etc.
® Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
® Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
❑ Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
® Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
K. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0504(c)(3 i, submit engineering calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer. and shall include at a minimum:
® Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item V.1. were determined.
® Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.).
® Total and effective storage calculations for each storage unit.
❑ Friction/total dynamic head calculations and system curve analysis for each pump used.
® Manufacturer's information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, irrigation system, etc.
❑ Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
❑ A demonstration that the designed maximum precipitation and annual loading rates do not exceed the recommended rates.
❑ A demonstration that the specified auxiliary power source is capable of powering all essential treatment units.
L. Site Map (All Application Packages):
® Per 15A NCAC 02T .0504(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and/or Professional Land Surveyor, and shall include at a minimum:
® A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and
showing all facility -related structures and fences within the wastewater treatment, storage and irrigation areas.
® Soil mapping units shown on all irrigation sites.
® The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
® Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108, and 15A NCAC 02T .0506(c)
if applicable.
® Setbacks as required by 15A NCAC 02T .0506.
® Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
® All habitable residences or places of public assembly within 500 feet of all treatment, storage and irrigation sites.
NOTE — For clarity, multiple site maps of the facility with cut sheet annotations may be submitted.
M. Power Reliability Plan (All Application Packages):
❑ Per 15A NCAC 02T .0505(1), submit documentation of power reliability that shall consist of at a minimum:
❑ An automatically activated standby power supply onsite that is capable of powering all essential treatment units under
design conditions, OR
➢ Approval from the Director that the facility:
❑ Serves a private water distribution system that has automatic shut-off during power failures and has no elevated water
storage tanks,
❑ Has sufficient storage capacity that no potential for overflow exists, and
❑ Can tolerate septic wastewater due to prolonged detention.
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N. Operation and Maintenance Plan (All Application Packages):
® Per 15A NCAC 02T .0507, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment, storage
and irrigation systems that shall include at a minimum a description of:
® Operation of the wastewater treatment, storage and irrigation systems in sufficient detail to show what operations are
necessary for the system to function and by whom the functions are to be conducted.
® Anticipated maintenance of the wastewater treatment, storage and irrigation systems.
® Safety measures, including restriction of access to the site and equipment.
® Spill prevention provisions such as response to upsets and bypasses, including how to control, contain and remediate.
❑ Contact information for plant personnel, emergency responders and regulatory agencies.
NOTE — A final O&M Plan shall be submitted with the partial and/or final Engineering Certification required under 15A NCAC
02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
O. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
❑ Per 15A NCAC 02T .0504(i) and .0508, submit a Residuals Management Plan that shall include at a minimum:
❑ A detailed explanation of how generated residuals (including trash, sediment and grit) will be collected, handled, processed,
stored, treated, and disposed.
❑ An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed.
NOTE — Per 15A NCAC 02T .0505(o). a minimum of 30 days of residual storage shall be provided.
NOTE — Per 15A NCAC 02T .0504(i), a written commitment to the Applicant from a Permittee of a Department approved residuals
disposal/utilization program is not required at the time of this application, however, it shall be provided prior to operation of any
permitted facilities herein.
NOTE — If an on -site restaurant or other business with food preparation is contributing wastewater to this system, an oil/grease
disposal plan shall be submitted.
P Additional Documentation:
➢ Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)t 1) and .0504 , provide the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be
served by the wastewater treatment and irrigation system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
➢ Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
® Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification
(i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
➢ Final Environmental Document (All Application Packages using public monies or lands subject to the North Carolina
Environmental Policy Act under 15A NCAC 0IC .0100 to .0400]:
❑ Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and three copies of the final
environmental document (i.e., Finding of No Significant Impact or Record of Decision).
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the wastewater treatment and irrigation system.
➢ Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
❑ Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with all local ordinances regarding construction or operation of wastewater treatment and/or disposal facilities
within the floodplain.
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P. Additional Documentation (continued):
Operational Agreements (All Application Packages for Home/Property Owners' Associations and Developers of lots to be
sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement FORM: HOA .
❑ Per 15A NCAC 02T .0115 c , submit the proposed or approved Articles of Incorporation, Declarations and By-laws.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115{b}, submit the properly executed D�erational Agreement (FORM: DEV).
Threatened or Endangered Aquatic Species Documentation (All Application Packages):
❑ Per 15A NCAC 02T .0105(c)(101, submit documentation from the Department's Natural Heritage Program demonstrating
the presence or absence of threatened or endangered aquatic species within the boundary of the wastewater treatment,
storage and irrigation facilities.
❑ If the facility directly impacts such species, this documentation shall provide information on the need for permit conditions
pursuant to 15A NCAC 02B .0110.
Wastewater Chemical Analysis (All Application Packages treating Industrial Waste):
® Per 15A NCAC 02T .0504(h), provide a complete Division certified laboratory chemical analysis of the effluent to be
irrigated for the following parameters (For new
facilities, an analysis from a similar
facility's effluent is acceptable):
® Ammonia Nitrogen (NH3-N)
® Nitrate Nitrogen (NOs-N)
® Total Organic Carbon
® Calcium
® pH
® Total Phosphorus
❑ Chemical Oxygen Demand (COD)
❑ Phenol
❑ Total Trihalomethanes
® Chloride
® Sodium
❑ Total Volatile Organic Compounds
® Fecal Coliform
® Sodium Adsorption Ratio (SAR)
❑ Toxicity Test Parameters
® 5-day Biochemical Oxygen Demand (BOD5)
® Total Dissolved Solids
® Magnesium
® Total Kjeldahl Nitrogen (TKN)
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]
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State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources FORM: WWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Pil ' 's Pride Co oration
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Daniel Shaw per 15A NCAC 02T .0106(t) Title: Complex Manager
4. Applicant's mailing address: 484 Zimmerman Road
City: Sanford State: NC Zip: 27330-
5. Applicant's contact information:
Phone number: [phone] Email Address:
II. FACILITY INFORMATION:
1. Facility name: Pil 's Pride Corporation - Sanford NC Plant
2. Facility status: Existing
3. Facility type: Major > 10.000 GPD or> 300 disposal acres)
4. Facility's physical address: 484 Zimmerman Road
City: Sanford State: NC Zip: 27330- County: Lee
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 35.558811 ° Longitude:-79.231286'
Datum: NAD83 Level of accuracy: Nearest second Method of measurement:
Aerial photography with ground control
6. USGS Map Name: US Toyo
III. CONSULTANT INFORMATION:
1.
Professional Engineer: Steven Woodruff License Number: 022771 Firm: Woodruff & Howe Environmental Engineering
Mailing address: 4405 Canton Hwy,
Suite 100
City: Cumming State: GA
Zip: 30040-
Phone number: [phone]
Email Address: swoodruff(&wheeinc.com
2.
Soil Scientist: N/A
License Number: Firm:
Mailing address:
City: State:
Zip: -_
Phone number: () _-
Email Address:
3.
Geologist: N/A
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) _-
Email Address:
4.
Agronomist: N/A
Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) =
Email Address:
FORM: WWIS 06-16 Page 1 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ❑ New ❑ Major Modification ® Minor Modification
If a modification, provide the existing permit number: WQ0014565 and most recent issuance date: August 16, 2019
2. Application fee: $0 - Standard - Minor Modification
3. Does this project utilize public monies or lands? ❑ Yes or ® No
If yes, was an Environmental Assessment required under 15A NCAC 01 C? ❑ Yes or ❑ No
If yes, which final environmental document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permits/certifications applicable to the subject facility?
Permit/Certification
Date
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System (O > 200,000 GPD)
N/A
Dam Safety
N/A
Erosion & Sedimentation Control Plan
N/A
Nationwide 12 / Section 404
N/A
N/A
Pretreatment
Sewer System
N/A
Stormwater Management Plan
7/1/21
NCG060174
Wetlands 401
N/A
Other: NPDES
3/31/21
NCO072575
5. What is the wastewater type? ® Domestic or Industrial (See 15A NCAC 02T .0103 20 1
Is there a Pretreatment Program in effect? ❑ Yes or ® No
— ) Has a wastewater chemical analysis been submitted? ® Yes or ❑ No
6. Wastewater flow: 400,000 GPD (No changes proposed to Flow Limit)
Limited by: ❑ Treatment, ❑ Storage, ❑ Field Hydraulics, ❑ Field Agronomics or ❑ Groundwater Mounding
7. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ❑ Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes or ® No
Establishment Type
Daily Design Flow a
No. of Units Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)2), for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
FORM: WWIS 06-16 Page 2 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? z229 feet mean sea level. Source: FEMA Map 3710962600K
Are any treatment, storage or irrigation facilities located within the 100-year flood plain? ® Yes or ❑ No
If yes, which facilities are affected and what measures are being taken to protect them against flooding? East
ield - No irrigation occurs during rain events or when surface nondina is evident
If yes, has the Applicant submitted written documentation of compliance with 4 143 Article 21 Part 6? ❑ Yes or ❑ No
9. Has the Applicant provided documentation of the presence or absence of threatened or endangered aquatic species utilizing
information provided by the Department's Natural Heritage Program? ❑ Yes or ❑ No (No land disturbance proposed)
10. Does the facility have a proposed or existing groundwater monitoring well network? ® Yes or ❑ No
If no, provide an explanation as to why a groundwater monitoring well network is not proposed:
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude °
Longitude'
Gradient
Location
MW-1
Active
35.55890
-79.2328490
Un Gradient
Outside Compliance Bo
MW-2
Active
35.5650
-79.231204'
Down Gradient
Inside Com liance Boun
MW-3
Active
35.56370
-79.220390
Down Gradient
Inside Compliance Boun
MW-4
Active
35.561'
-79.226149'
Down Gradient
Inside Compliance Boun
MW-6
Active
35.55790
-79.2302260
Up Gradient
Outside Compliance Bou
Select
0-
0Select
Select
Select
0-
0Select
Select
Select
0-
Select
Select
Select
0-
0Select
Select
Select
0-
0Select
Select
' Provide the following latitude and longitude coordinate determination information:
Datum: NAD83 Level of accuracy: Nearest 10 seconds Method of measurement:
_Aerial hotogranhy with ground control
11. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes, ❑No or ®N/A
12. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV i been submitted?
❑ Yes, ❑No or ®N/A
13. If the Applicant is a Home/Property Owners' Association, has an Association Operational erational Agreement FORM: HOA been
submitted? ❑ Yes, ❑No or ®N/A
14. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.613? ❑ Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(eKb? ❑ Yes or ® No
FORM: VMS 06-16 Page 3 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA — 15A NCAC 02T .0505:
1. For the following parameters, provide the estimated influent concentrations and designed effluent concentrations as
determined in the Engineering Calculations, and utilized in the Agronomic Evaluation and Groundwater Modeling (if
applicable): Refer to prior Applications for System design. Refer to attached Wastewater Chemical Analysis for
summary of actual effluent monitoring data.
Parameter
Estimated Influent Concentration
Designed Effluent Concentration
(monthly average)
Ammonia Nitrogen (NH3-N)
mg/L
mg/L
Biochemical Oxygen Demand (BOD5)
mg/L
mg/L
Fecal Coliforms
per 100 mL
Nitrate Nitrogen (NO3-N)
mg/L
mg/L
Nitrite Nitrogen (NO2-N)
mg/L
mg/L
Total Kieldahl Nitrogen
mg/L
Total Nitrogen
mg/L
mg/L
Total Phosphorus
mg/L
mg/L
Total Suspended Solids (TSS)
mg/L
mg/L
2. Is flow equalization of at least 25% of the average daily flow provided? ® Yes or ❑ No
3. Does the treatment facility include any bypass or overflow lines? ® Yes or ❑ No
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges: Flows may
bypass Non -Discharge Treatment System and discharge to the primary wastewater treatment system for treatment
prior to discharging to the Deep River per NPDES Permit NC0072575.
4. Are multiple pumps provided wherever pumps are used? ® Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(k)?
5. Check the appropriate box describing how power reliability will be provided in accordance with 15A NCAC 02T .0505(1):
® Automatically activated standby power supply onsite capable of powering all essential treatment units; or
Note: Critical systems have backup, as needed.
❑ Approval from the Director that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks;
➢ Has sufficient storage capacity that no potential for overflow exists; and
➢ Can tolerate septic wastewater due to prolonged detention.
6. If the wastewater treatment system is located within the 100-year flood plain, are there water -tight seals on all treatment units
or a minimum of two feet protection from the 100-year flood plain elevation? ❑ Yes, ❑ No or ® N/A
7. In accordance with 15A NCAC 02T .0505(o), how many days of residuals storage are provided? > 30 days
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities? Fencing and
Raid security personnel
9. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)? ❑ Yes, ❑ No, ❑ N/A — To be permitted
separately, or ® N/A — Gravity fed
10. If septic tanks are part of the wastewater treatment facility, do the septic tanks adhere to the standards in 15A NCAC 18A
.1900? ® Yes, ❑ No or ❑ N/A
FORM: WWIS 06-16 Page 4 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA — 15A NCAC 02T .0505 (continued):
11. Provide the requested treatment unit and mechanical equipment information: Only tables with project impacts are
completed.
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations and flow equalization):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
Spacings in(gallons)
Volume
Plan Sheet
Reference
Specification
Reference
Select
Select
Select
Select
Select
b. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet Specification
Reference Reference
Select
Select
Select
Select
Select
Select
Select
Select
c. DISINFECTION
No. of Manufacturer or Volume Plan Sheet Specification
Treatment Unit Units Material Dimensions (ft) (gallons) Reference Reference
Chlorination Tank 1 Concrete 12'x9'x4' 3,200 C.6
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: z60 minutes (NOTE — 30
minutes minimum required), and indicate what treatment unit chlorine contact occurs: Chlorine Contact Basin (Tank!
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: , number of lamps
per bank: and maximum disinfection capacity: GPM.
d. RESIDUAL TREATMENT
No. of Manufacturer or Volume Plan Sheet Specification
Treatment Unit Units Material Dimensions (ft) (gallons) Reference Reference
Select
Select
FORM: WWIS 06-16 Page 5 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
e. PUMPS
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet Specification
Reference Reference
GPM
I TDH
Chlorine Storage Pad
2
Dose liquid chlorine
solution to Chlorine
Contact Basin
Vendor Provided
(Polytec)
16
N/A
CA, C.5
46 30 00
f. BLOWERS
Location
No. of
Blowers
Units Served
Manufacturer /
T e 12
Capacity Plan Sheet Specification
(CF11) Reference Reference
g. MIXERS
Location
No. of
Mixers
Units Served
Manufacturer /
Tye
Power
h
Plan Sheet
Reference
Specification
Reference
h. RECORDING DEVICES & RELIABILITY
Device
No. of
Units
Location
Manufacturer
Maximum
Capacity
Plan Sheet
Reference
Specification
Reference
Select
Select
Select
Select
i. EFFLUENT PUMP / FIELD DOSING TANK (IF APPLICABLE):
Plan Sheet
Reference
Specification
Reference
Internal dimensions (L x W x H or (p x H)
Total volume
ft
ft
ft
ft3
gallons
Dosing volume
ft,
gallons
Audible & visual alarms
Equipment to prevent irrigation during rain
events
FORM: WWIS 06-16 Page 6 of 12

VI. EARTHEN IMPOUNDMENT DESIGN CRITERIA —15A NCAC 02T .0505:
IF MORE THAN ONE IMPOUNDMENT. PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
This section is not applicable to this project. No changes proposed to existing earthen impoundments.
1. What is the earthen impoundment type? Select
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
Datum: Select Level of accuracy: Select Method of measurement: Select
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ❑ No
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ❑ No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ❑ No
If yes, what is the drainage area? ft', and was this runoff incorporated into the water balance? ❑ Yes or ❑ No
6. If a liner is present, how will it be protected from wind driven wave action?:
7. Will the earthen impoundment water be placed directly into or in contact with GA classified groundwater? ❑ Yes or ❑ No
If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
8. What is the depth to bedrock from the earthen impoundment bottom elevation? ft
If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater than
1 x 10-' cm/s? ❑ Yes, [] No or ❑ N/A
Iy Has the Applicant provided predictive calculations or modeling demonstrating that surface
water or groundwater standards will not be contravened? ❑ Yes or ❑ No
If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ N/A
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom
elevation, how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
10. If applicable, provide the specification page references for the liner installation and testing requirements:
11. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No
12. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
Cla Synthetic
Top of embankment elevation:
ft
❑ Other I L1 Unlined
Liner hydraulic conductivity:
x cm/s
Freeboard elevation:
ft
Hazard class:
Select
Toe of slope elevation:
ft
Designed freeboard:
ft
Impoundment bottom elevation:
ft
Total volume:
ft,
gallons
Mean seasonal high water table depth:
ft
Effective volume:
ft,
gallons
Embankment slope:
Effective storage time:
days
Top of dam water surface area:
ft,
Plan Sheet Reference:
I Freeboard elevation water surface area:
ft,
Specification Section:
Bottom of impoundment surface area:
ft2
NOTE — The effective volume shall be the volume between the two foot freeboard elevation and the: (1) pump intake pipe
elevation; (2) impoundment bottom elevation or (3) mean seasonal high water table, whichever is closest to the two foot
freeboard elevation.
FORM: WWIS 06-16 Page 7 of 12

VII. IRRIGATION SYSTEM DESIGN CRITERIA — 15A NCAC 02T .0505:
This section is not applicable to this project. No changes proposed to existing irrigation systems or sprayfields.
1. Provide the minimum depth to the seasonal high water table within the irrigation area:
NOTE — The vertical separation between the seasonal high water table and the ground surface shall be at least one foot.
2. Are there any artificial drainage or water movement structures (e.g., surface water or groundwater) within 200 feet of the
irrigation area? ❑ Yes or ❑ No
If yes, were these structures addressed in the Soil Evaluation and/or Hydrogeologic Report, and are these structures to be
maintained or modified?
3. Soil Evaluation recommended loading rates (NOTE — This table may be expanded for additional soil series):
Soil Series
Fields within
Soil Series
Recommended
Loading Rate
i in/hr
Recommended
Loading Rate
in/. r]
Annual /Seasonal
Loading
Select
If Seasonal, list
appropriate
months
Select
Select
Select
Select
Select
4. Are the designed loading rates less than or equal to Soil Evaluation recommended loading rates? ❑ Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(n}?
5. How does the Applicant propose to prohibit public access to the irrigation system?
6. Has the irrigation system been equipped with a flow meter to accurately determine the volume of effluent applied to each
field as listed in VI1.8.? ❑ Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0�?
7. Provide the required cover crop information and demonstrate the effluent will be applied at or below agronomic rates:
Cover Crop Soil Series % Slope Nitrogen Uptake Rate Phosphorus Uptake
(lbs/ac•vr) I Rate (lbs/ac•vr)
a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained:
b. Proposed nitrogen mineralization rate:
c. Proposed nitrogen volatilization rate:
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance: ft
e. Minimum irrigation area from the Agronomist Evaluation's phosphorus balance: ft2
f. Minimum irrigation area from the water balance: ft2
FORM: WWIS 06-16 Page 8 of 12

VII. IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
8. Field Information (NOTE — This table may be expanded for additional fields):
Field
Area
(acres)
Dominant
Soil Series
Designed ' Designed
Loading Loading
Rate Rate Latitude e
in/hr in/vr
a
Longitude a
o
Waterbody
Stream Index
No, b
Classification
0
0
0
0
0
0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
O
0
O
0
0
0
0
0
0
o
0
0
0
0
0
0
_ 0
j
I
Total
Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: httn://deq.nc.gov/aboutidivisions/water-resources/planning/classification-standards/classifications
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
ftz
Nozzle wetted area:
ftz
Distance between laterals:
ft
Nozzle capacity:
GPM
Distance between emitters:
ft
Nozzle manufacturer/model:
/
Emitter capacity:
GPH
Elevation of highest nozzle:
ft
Emitter manufacturer/model:
/
Specification Section:
Elevation of highest emitter:
ft
Specification Section:
FORM: WWIS 06-16 Page 9 of 12

VIII. SETBACKS —15A NCAC 02T .0506:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ® Yes or ❑ No
If no, list non -compliant setbacks:
2. Have any setback waivers been obtained in order to comply with 15A NCAC 02T .506(a) and .0506(b)? ❑ Yes or ® No
If yes, have these waivers been written, notarized and signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
3. Provide the minimum field observed distances (ft) for each setback parameter to the irrigation system and treatment/storage
units (NOTE — Distances greater than 500 feet may be marked N/A):
Setback Parameter
Irrigation I
System
Treatment /
Storage Units
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
N/A
N/A
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
N/A
Any private or public water supply source
> 100,
N/A
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
> 100,
> 100,
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
N/A
Subsurface groundwater lowering drainage systems
N/A
Surface water diversions (ephemeral streams, waterways, ditches)
> 100,
Any well with exception of monitoring wells
N/A
N/A
Any property line
> 150,
N/A
Top of slope of embankments or cuts of two feet or more in vertical height
N/A
Any water line from a disposal system
> 10,
Any swimming pool
N/A
Public right of way
N/A
Nitrification field
N/A
Any building foundation or basement
> 400'
Impounded public water supplies
N/A
Public shallow groundwater supply (less than 50 feet deep)
N/A
Does the Applicant intend on complying with 15A NCAC 02T .0506(c) in order to have reduced irrigation setbacks to
property lines? ❑ Yes or ® No
If yes, complete the following table by providing the required concentrations as determined in the Engineering Calculations:
Estimated Influent
Designed Effluent
Designed Effluent
Parameter
Concentration
Concentration
Concentration
monthly average)(daffy
maximum)
Ammonia Nitrogen (NH3-N)
mg/L
mg/L
mg/L
Biochemical Oxygen Demand
mg/L
mg/L
mg/L
BODS
Fecal Coliforms
per 100 mL
per 100 mL
Total Suspended Solids (TSS)
mg/L
mg/L
mg/L
Turbidity
NTU
FORM: WWIS 06-16 Page 10 of 12

IX. COASTAL WASTE TREATMENT DISPOSAL REQUIREMENTS —15A NCAC 02H .0400:
1. Is this facility located in a Coastal Area as defined per 15A NCAC 02H .0403? ❑ Yes or ® No
For assistance determining if the facility is located within the Coastal Area, a reference map may be downloaded at: Coastal
Areas Boundary.
2. Is this an Interim Treatment and Disposal Facility per 15A NCAC 02H .0404(p1? [:]Yes or ® No
NOTE — Interim facilities do not include County and Municipal area -wide collection and treatment systems.
IF ANSWERED YES TO ITEMS IX.1. AND IX.2., THEN COMPLETE ITEMS IX.3. THROUGH IX.17.
3. Is equalization of at least 25% of the average daily flow provided? ❑ Yes or ❑ No
4. How will noise and odor be controlled?
5. Is an automatically activated standby power source provided? ❑ Yes or ❑ No
6. Are all essential treatment units provided in duplicate? ❑ Yes or ❑ No
NOTE — Per 15A NCAC 02T .0103I161, essential treatment units are defined as any unit associated with the wastewater
treatment process whose loss would likely render the facility incapable of meeting the required performance criteria, including
aeration units or other main treatment units, clarification equipment, filters, disinfection equipment, pumps and blowers.
7. Are the disposal units (i.e., irrigation fields) provided in duplicate (e.g., more than one field)? ❑ Yes or ❑ No
8. Is there an impounded public surface water supply within 500 feet of the wetted area? ❑ Yes or ❑ No
9. Is there a public shallow groundwater supply (less than 50 feet deep) within 500 feet of the wetted area? ❑ Yes or ❑ No
10. Is there a private groundwater supply within 100 feet of the wetted area? ❑ Yes or ❑ No
11. Are there any SA classified waters within 100 feet of the wetted area? ❑ Yes or ❑ No
12. Are there any non -SA classified waters within 50 feet of the wetted area? ❑ Yes or ❑ No
13. Are there any surface water diversions (i.e., drainage ditches) within 25 feet of the wetted area? ❑ Yes or ❑ No
14. Per the requirements in 15A NCAC 02H .0404(g)(71, how much green area is provided? ft2
15. Is the green area clearly delineated on the plans? ❑ Yes or ❑ No
16. Is the spray irrigation wetted area within 200 feet of any adjoining properties? ❑ Yes, ❑ No or ❑ N/A (i.e., drip irrigation)
17. Does the designed annual loading rate exceed 91 inches? ❑ Yes or ❑ No
FORM: VIMS 06-16 Page 11 of 12

Professional Engineer's Certification:
I, -5 r e 5L, Iz - `A" ©- A r—y}� attest that this application for
(Professional Engineer's name from Application Item III.1.)
!\
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
S S 10 A*,"
�r FAIGI11/1111100
�ti.• o0
Applicant's Certification per 15A NCAC 02T .0106(b):
e'WA C,Z'qk
I, attest that this application for
\(Signature Authority's name & title from Application Itemm 1.3.)
(FacA ity name from Application Item 11.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(el.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil pe lties up to $25,000 per violation.
Signature: Date: i I Z1 _
FORM: WWIS 06-16 Page 12 of 12

North Carolina Secretary of State Registration for
Pilgrim's Pride Corporation

12/19/23, 3:49 PM North Carolina Secretary of State Search Results
Mailing Principal Office Reg Office
1770 Promontory Circle 1770 Promontory Circle 2626 Glenwood Avenue, Suite 550
Greeley, CO 80634 Greeley, CO 80634 Raleigh, NC 27608
Reg Mailing
2626 Glenwood Avenue, Suite 550
Raleigh, NC 27608
Off icers
Tax Director
Todd Anderson
1770 Promontory Circle
Greeley CO 80634
Treasurer
Diego Pirani
1770 Promontory Circle
Greeley CO 80634
Stock
Chief Financial Officer Secretary
Matthew Galvanoni Terry Lee
1770 Promontory Circle 1770 Promontory Circle
Greeley CO 80634 Greeley CO 80634
President
Fabio Sandri
1770 Promontory Circle
Greeley CO 80634
https://www.sosnc.gov/online_services/search/Business_Registration_Results 2/2

12/19/23, 3:49 PM
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Business Corporation
Legal Name
Pilgrim's Pride Corporation
Information
Sosld: 0599076
Status: Current -Active O
Date Formed: 7/27/2001
Citizenship: Foreign
State of Incorporation: DE
Fiscal Month: December
Annual Report Due Date: April 15th
Currentpnnual Report Status:
Registered Agent: Corporation Service Company
Addresses
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1 /2

Property Ownership Documentation from Lee County
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Technical Specifications for
Chlorination System Conversion
Minor Modification to Wastewater Irrigation System Permit:
WQ0014565
Pilgrim's Pride Corporation
Sanford, NC Wastewater Irrigation System
Prepared by:
Woodruff & Howe Environmental Engineering, Inc.
4405 Canton Hwy, Suite 100
Cumming, Ga 30040
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WOODRUFF&HONE
ENVIRONMFNTAL ENGINEFRING.'.N[.
Issued For Construction: December 29, 2023
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Pilgrim's Pride Corporation
Sanford, NC Chlorination System Conversion
Division 1- General Requirements
SECTION 01 5713 —Temporary Erosion and Sedimentation Control
Division 3 - Concrete
SECTION 03 20 00 — Concrete Reinforcement
SECTION 03 30 00 — Cast -in -Place Concrete
Division 31- Earthwork
SECTION 3123 33 - Trenching for Site Utilities
Division 40 - Process Integration
SECTION 40 10 00 — Process Piping
Division 46 - Water and Wastewater Equipment
SECTION 46 30 00 — Chemical Feed Systems
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December 2023 "� TOC

Pilgrim's Pride Corporation Page 1 of 3
Sanford, NC Chlorination System Conversion
SECTION 0157 13
TEMPORARY EROSION AND SEDIMENTATION CONTROL
PART1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment, and incidentals required to complete and
make functional temporary erosion and sedimentation control measures as indicated on the
drawings and specified herein.
1.02 SECTION INCLUDES
A. Prevention of erosion due to construction activities.
B. Restoration of areas eroded due to insufficient preventive measures.
C. Compensation of Owner for fines levied by authorities having jurisdiction due to non-
compliance by Contractor.
1.03 RELATED REQUIREMENTS
A. Section 3123 23 —Trenching for Site Utilities: Temporary and permanent grade changes for
erosion control.
1.04 REFERENCE STANDARDS
A. ASTM D 4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to
Light, Moisture, and Heat in a Xenon Arc -Type Apparatus; 2021.
B. ASTM D 4491 - Standard Test Methods for Water Permeability of Geotextiles by
Permittivity; 2022.
C. ASTM D 4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2023
D. ASTM D 4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles;
2023.
E. ASTM D 4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile;
2021.
F. ASTM D 4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls
and Samples; 2021.
G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction
General Permit; current edition.
H. EPA 832-R-92-005 - Storm Water Management for Construction Activities; U.S.
Environmental Protection Agency; 1992.
1.05PERFORMANCE REQUIREMENTS
A. Comply with all requirements of U.S. Environmental Protection Agency and North
Carolina Department of Environmental Quality for erosion and sedimentation control, as
specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II,
under requirements for the Construction General Permit (CGP).
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Sanford, NC Chlorination System Conversion
B. Comply with requirements of the North Carolina Erosion and Sediment Control Planning and
Design Manual.
C. Follow the Erosion and Sedimentation Prevention Plan and submit periodic inspection reports
(as applicable).
D. Timing: Put preventive measures in place as soon as possible after disturbance of surface
cover and before precipitation occurs.
E. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due
to construction activities for this project.
1. Control movement of sediment and soil from temporary stockpiles of soil.
2. Prevent development of ruts due to equipment and vehicular traffic.
3. If erosion occurs due to non-compliance with these requirements, restore eroded areas
at no cost to Owner.
F. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties
caused by water leaving the project site due to construction activities for this project.
1. Prevent windblown soil from leaving the project site.
2. Prevent tracking of mud onto public roads outside site.
3. Prevent mud and sediment from flowing onto sidewalks and pavements.
4. If erosion occurs due to non-compliance with these requirements, restore eroded areas
at no cost to Owner.
G. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project
site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and
sanitary sewers.
1. If sedimentation occurs, install or correct preventive measures immediately at no cost
to Owner; remove deposited sediments; comply with requirements of authorities
having jurisdiction.
2. If sediment basins are used as temporary preventive measures, pump dry and remove
deposited sediment after each storm.
H. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project
site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and
sanitary sewers.
1. If sedimentation occurs, install or correct preventive measures immediately at no cost
to Owner; remove deposited sediments; comply with requirements of authorities having
jurisdiction.
I. Open Water: Prevent standing water that could become stagnant.
J. Maintenance: Maintain temporary preventive measures until permanent measures have
been established.
1.06 SUBMITTALS
A. Reserved
1.07 PAYMENT
A. The work specified in this Section shall be considered incidental and payment shall be
included as a part of the lump sum stated in the Contract Documents.
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PART 2 PRODUCTS
2.01 MATERIALS
Page 3 of 3
A. All materials shall conform to the North Carolina Erosion and Sediment Control Planning
and Design Manual.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine site and identify existing features that contribute to erosion resistance; maintain
such existing features to greatest extent possible.
3.02 PREPARATION
A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.
3.03 SCOPE OF PREVENTIVE MEASURES
A. Follow the required measures as shown on the Erosion and Sediment Control Drawings.
B. In all cases, if permanent erosion resistant measures have been installed temporary
preventive measures are not required.
C. Soil Stockpiles: Protect using the following measure:
1. 100 pounds/acre of K31 Tall Fescue (80 percent) and Perennial Rye Grass (20 percent)
2. Cover with polyethylene film, secured by placing soil on outer edges.
D. Temporary Seeding: Use where temporary vegetated cover is required.
3.04 INSTALLATION
A. Follow the requirements of the Erosion and Sediment Control Drawings.
3.05 MAINTENANCE
A. Inspect preventive measures weekly, within 24 hours after the end of any storm that
produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall.
B. Repair deficiencies immediately.
C. Silt Fences:
1. Promptly replace fabric that deteriorates unless need for fence has passed.
2. Remove silt deposits that exceed one-third of the height of the fence.
3. Repair fences that are undercut by runoff or otherwise damaged, whether by
runoff or other causes.
3.06 CLEAN UP
A. Remove temporary measures after permanent measures have been installed, unless
permitted to remain by Engineer or Owner.
B. Clean out temporary sediment control structures that are to remain as permanent measure.
C. Where removal of temporary measures would leave exposed soil, shape surface to
an acceptable grade and finish to match adjacent ground surfaces.
END OF SECTION
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Sanford, NC Chlorination System Conversion
SECTION 03 20 00
CONCRETE REINFORCEMENT
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment, and incidentals for concrete reinforcement to
complete the Work as indicated on the Drawings and as specified herein.
1.02 RELATED SECTIONS
A. Section 03 30 00 — Cast -in -Place Concrete.
1.03 REFERENCES
A. ACI 301 - Specifications for Concrete Construction; American Concrete Institute
International; 2020.
B. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; American
Concrete Institute International; 2022 (Reapproved 2022).
C. ACI SP-66 - ACI Detailing Manual; American Concrete Institute International; 2020.
D. ASTM A 185/A 185M - Standard Specification for Steel Welded Wire Reinforcement, Plain,
for Concrete; 2007 (withdrawn 2013)
E. ACI 350 - Code Requirements for Environmental Engineering Concrete Structures and
Commentary; 2020.
F. ASTM A 615/A 615M - Standard Specification for Deformed and Plain Billet -Steel Bars
for Concrete Reinforcement; 2022.
G. CRSI (DA4) - Manual of Standard Practice; Concrete Reinforcing Steel Institute; 2018.
H. CRSI (131) -Placing Reinforcing Bars; Concrete Reinforcing Steel Institute; Tenth Edition.
1.04 SUBMITTALS
A. Shop Drawings: Shop drawings for reinforcement for fabrication, bending, and placement
of concrete reinforcement. Comply with ACI SP-66 (2020), "ACI Detailing Manual," showing
bar schedules, stirrup spacing, diagrams of bent bars, and arrangement of concrete
reinforcement. Include special reinforcement required for openings through concrete
structures. Include locations of construction joints and additional reinforcing for construction
joints.
B. Acceptance of these drawings by the Engineer of Record or Owner, prior to fabrication,
is mandatory.
C. Manufacturer's Certificate: Certify that reinforcing steel and accessories supplied for
this project meet or exceed specified requirements.
1.0S QUALITY ASSURANCE
A. Perform work of this section in accordance with ACI 301.
B. Provide Engineer or Owner with access to fabrication plant to facilitate inspection of
reinforcement.
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Page 2 of 3
Provide notification of commencement and duration of shop fabrication in sufficient time to
allow inspection.
PART 2 PRODUCTS
2.01 REINFORCEMENT
A. Reinforcing Steel: ASTM A 615/A 615M Grade 60 (420).
1. Plain billet -steel bars.
2. Unfinished.
B. Welded Wire Fabric: ASTM A185
1. Plain welded steel wire fabric.
2. Unfinished.
C. Reinforcement Accessories:
1. Tie Wire: Annealed, minimum 16 gauge.
2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support
of reinforcement during concrete placement.
a. For slabs -on -grade, use supports with sand plates or horizontal runners where
base material will not support chair legs.
b. For exposed -to -view concrete surfaces where legs of supports are in contact
with forms provide supports with legs that are plastic protected (CRSI, Class 1) or
stainless steel protected (CRSI, Class 2).
2.02 FABRICATION
A. Fabricate concrete reinforcing in accordance with CRSI (DA4) - Manual of Standard Practice.
B. Welding of reinforcement is not permitted.
C. Locate reinforcing splices not indicated on drawings at point of minimum stress.
1. Submit locations of splices to Engineer or Owner.
PART 3 EXECUTION
3.01 PLACEMENT
A. General: Comply with the Concrete Reinforcing Steel Institute's recommended practice
for "Placing Reinforcing Bars." for details and methods of reinforcement placement and
supports and as specified herein.
B. Avoid cutting or puncturing vapor retarder during reinforcement placement and
concreting operations.
C. Accurately place, support and secure reinforcement against displacement. Do not deviate
from required position.
D. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that remove
or destroy bond with concrete.
E. Accommodate placement of formed openings.
F. Place reinforcement to obtain at least minimum coverages for concrete protection and
within tolerances permitted by ACI 318 unless noted otherwise on the drawings. Arrange,
space, and securely tie bars and bar supports to hold reinforcement in position during
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Page 3 of 3
concrete placement operations. Set wire ties so ends are directed into concrete, not toward
exposed concrete surfaces.
G. Install welded wire fabric in as long lengths as practical. Lap adjoining pieces at least on
full mesh and lace splices with wire. Offset laps of adjoining widths to prevent continuous
laps in either direction.
H. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete
are accurately placed, positioned securely, and will not interfere with concrete placement.
3.02 FIELD QUALITY CONTROL
A. An independent testing agency, as specified and paid by the Owner, will inspect installed
reinforcement for conformance to contract documents before concrete placement.
AMIGIS1*411119LI
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SECTION 03 30 00
CAST -IN -PLACE CONCRETE
PART1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals for cast -in -place concrete required
to complete the Work as indicated on the Drawings and as specified herein.
1.02 RELATED SECTIONS
A. Section 03 2000 -Concrete Reinforcement.
1.03 REFERENCES
A. ACI 211.1 - Selecting Proportions for Normal -Density and High -Density -Concrete -Guide;
American Concrete Institute International; 2022 (Reapproved 2002).
B. ACI 301 - Specifications for Concrete Construction; American Concrete Institute
International; 2020.
C. ACI 305R —Guide to Hot Weather Concreting; American Concrete Institute International; 2020.
D. ACI 306R - Guide to Cold Weather Concreting; American Concrete Institute
International; 2016 (Reapproved 2002).
E. ACI 308R - Guide to External Curing of Concrete; American Concrete Institute International;
2016.
F. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; American
Concrete Institute International; 2022 (Reapproved 2022).
G. ACI 350 - Code Requirements for Environmental Engineering Concrete Structures and
Commentary; 2020.
H. ASTM C 33 - Standard Specification for Concrete Aggregates; 2018.
ASTM C 171- Standard Specification for Sheet Materials for Curing Concrete; 2020.
J. ASTM C 173/C 173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the
Volumetric Method; 2016.
K. ASTM C 260/C 260M - Standard Specification for Air -Entraining Admixtures for Concrete; 2016.
L. ASTM C 309 - Standard Specification for Liquid Membrane -Forming Compounds for Curing
Concrete; 2019.
M. ASTM C 494/C 494M - Standard Specification for Chemical Admixtures for Concrete; 2019 (E01).
N. ASTM C 685/C 685M - Standard Specification for Concrete Made by Volumetric Batching and
Continuous Mixing; 2017.
O. ASTM C 881/C 881M - Standard Specification for Epoxy -Resin -Base Bonding Systems for
Concrete; 2020(a).
P. ASTM D 1751- Standard Specification for Preformed Expansion Joint Filler for Concrete Paving
and Structural Construction (Nonextruding and Resilient Bituminous Types); 2018.
Q. COE CRD-C 572 - Corps of Engineers Specifications for Polyvinylchloride Waterstop; Corps of
Engineers; 1974.
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1.04 SUBMITTALS
Page 2 of 16
A. Product data for proprietary materials and items, including reinforcement and
forming accessories, admixtures, patching compounds, dry -shake finish materials, and others
as requested by the Engineer or Owner.
B. Schematics or drawings to show all proposed control or construction joints if different
than depicted on the Drawings.
C. Mix design for all concrete. These shall be accepted by the Engineer of Record or Owner prior
to use.
D. Laboratory test reports for concrete materials and mix design test.
E. Manufacturer's Installation Instructions: Indicate installation procedures and interface
required with adjacent construction for concrete accessories.
F. Waterstop data sheets if different than specified herein.
1.05 QUALITY ASSURANCE
A. Perform work of this section in accordance with ACI 301, ACI 318, and ACI 350.
B. Follow recommendations of ACI 305R when concreting during hot weather.
C. Follow recommendations of ACI 306R when concreting during cold weather.
PART 2 PRODUCTS
2.01 FORM MATERIALS
A. Forms for Exposed Finish Concrete: Plywood, metal, metal -framed plywood faced, or
other acceptable panel -type materials, to provide continuous, straight, smooth, exposed
surfaces. Furnish in largest practicable sizes to minimize number of joints and to conform to
joint system shown on drawings.
B. Forms for Unexposed Finish Concrete: Plywood, lumber, metal, or other acceptable
material.
Provide lumber dressed on at least 2 edges and one side for tight fit.
C. Form Coatings: Provide commercial formulation form -coating compounds with a
maximum VOC (Volatile Organic Compounds) of 350 mg/I that will not bond with, stain, or
adversely affect concrete surfaces and will not impair subsequent treatments of concrete
surfaces.
D. Form Ties: Factory -fabricated, adjustable -length, removable or snap -off metal form
ties, designed to prevent form deflection and to prevent spalling concrete upon removal.
Provide units that will leave no metal closer than 1-1/2 inches to exposed surface.
1. Provide ties that, when removed, will leave holes not larger than 1 inch diameter
in
concrete surface.
2.02 REINFORCEMENT
A. Comply with requirements of Section 03200.
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2.03 CONCRETE MATERIALS
Page 3 of 16
A. Cement: ASTM C 150, Type I - Normal Portland type.
1. Use one brand of cement throughout project unless otherwise acceptable to Engineer or
Owner.
B. Fine and Coarse Aggregates: ASTM C 33.
1. Do not use fine or coarse aggregates containing spalling-causing deleterious substances.
2. Local aggregates not complying with ASTM C33 but that special tests or actual service
have shown to produce concrete of adequate strength and durability may be used when
approved by the Engineer or Owner.
C. Fly Ash: ASTM C 618, Class C or F.
D. Calcined Pozzolan: ASTM C 618, Class N.
E. Water: Clean and not detrimental to concrete.
F. Calcium chloride or admixtures containing chloride ion other than from impurities in
admixture ingredients shall not be used.
2.04 CHEMICAL ADMIXTURES
A. Air -Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with
other required admixtures.
1. Products: Subject to compliance with requirements, provide one of the following:
a. "Air -Mix" or "AEA 92", Euclid Chemical Co.
b. "Darex AEA" or "Daravair," W.R. Grace & Co.
c. "MB-VR" or "Micro -Air," Master Builders, Inc.
d. "Sika AER," Sika Corp.
B. Water -Reducing Admixture: ASTM C 494, Type A.
1. Products: Subject to compliance with requirements, provide one of the following:
a. "Eucon WR-75" or "Eucon WR-91" or "Eucon MR", Euclid Chemical Co.
b. "WRDA with Hycol", W.R. Grace & Co.
c. "Pozzolith 200N" or "Polyheed 997", Master Builders, Inc.
C. High -Range Water -Reducing Admixture (Super Plasticizer): ASTM C 494, Type F or Type G.
The admixture shall not contain more than 0.05 percent Chloride ions.
1. Products: Subject to compliance with requirements, provide one of the following:
a. "Eucon 37", "Eucon 1037", or "Plastol 5000", Euclid Chemical Co.
b. "WRDA 19" or "Daracem 100", W.R. Grace & Co.
c. "Rheobuild 1000" or "Rheobuild 716", Master Builders, Inc.
d. "Sikament 300," Sika Corp.
D. Water Reducing, Non -Corrosive, and Non -Chloride Accelerating Admixture: ASTM C 494,
Type C or Type E, and not contain more than 0.05% chloride ions.
1. The admixture manufacturer must have long-term non -corrosive test data from
an independent testing laboratory (of at least one year duration) using an
acceptable
accelerated corrosion test method such as electrical potential measures.
2. Products: Subject to compliance with requirements, provide one of the following:
a. "Accelguard 80", "Accelguard 90", or "Eucon NCA", Euclid Chemical Co.
b. "Daraset," W.R. Grace & Co.
c. "Pozzutec 20," Master Builders, Inc.
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Page 4 of 16
E. Water -Reducing, Retarding Admixture: ASTM C 494, Type D.
1. Products: Subject to compliance with requirements, provide one of the following:
a. "Eucon Retarder 75, "Euclid Chemical Co.
b. "Daratard-17," W.R. Grace & Co.
c. "Pozzolith 300-R," Master Builders, Inc.
d. "Plastiment," Sika Corporation.
F. Prohibited Admixtures: Calcium chloride, thiocyanates or admixtures containing more
than 0.05% chloride ions are not permitted.
G. Certification: Written conformance to the requirements and the chloride ion content of
the admixture will be required from the admixture manufacturer prior to the mix design
review by the Engineer or Owner.
2.05 ACCESSORY MATERIALS
A. Waterstops: Provide centerbulb-type or barbell waterstops at construction joints and
other joints as indicated on the Drawings.
B. Polyvinyl Chloride Waterstops: Corps of Engineers CRD-C 572.
1. Manufacturers: Subject to compliance with requirements, provide products of the
following:
a. Greenstreak Plastic Products Co.
C. Vapor Retarder: Provide vapor retarder cover over prepared base material where indicated
below slabs on grade. Use only materials that are resistant to deterioration when tested in
accordance with ASTM E 154, as follows:
1. Polyethylene sheet not less than 10 mils thick.
D. Moisture -Retaining Cover: One of the following, complying with ASTM C 171.
1. Waterproof paper.
2. Polyethylene film.
3. Polyethylene -coated burlap.
E. Curing and Sealing Compound (VOC Compliant, 700 g/1): Liquid type membrane -forming
curing compound, clear styrene acrylate type, complying with ASTM C1315, Type I, Class B,
25% solids content minimum. Moisture loss shall be not more than 0.30 Kg/m2 when
applied at 300 sq. ft./gal. Manufacturer's certification is required.
1. Products: Subject to compliance with requirements, provide one of the following:
a. "Super Rez Seal," Euclid Chemical Co.
b. "Masterseal 30," Master Builders.
c. "Kure N Seal 30," Sonneborn.
F. Evaporation Control: Monomolecular film -forming compound applied to exposed concrete
slab surfaces for temporary protection from rapid moisture loss.
1. Products: Subject to compliance with requirements, provide one of the following:
a. "Eucobar," Euclid Chemical Co.
b. "E-Con," L&M Construction Chemicals, Inc.
c. "Confilm," Master Builders, Inc.
2.06 BONDING AND JOINTING PRODUCTS
A. Joint Filler: Nonextruding, resilient asphalt impregnated fiberboard or felt, complying
with ASTM D 1751, 1/4 inch thick and 4 inches deep; tongue and groove profile.
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B. Joint Sealant:
1. Vertical Applications - Sonneborn NT! and Sikaflex 1A.
2. Horizontal Applications - Sonneborn SL1 or Sikaflex 2C
C. Epoxy Adhesive: ASTM C 881, two -component material suitable for use on dry or damp
surfaces. Provide material "Type," "Grade," and "Class" to suit project requirements.
1. Products: Subject to compliance with requirements, provide one of the following:
a. "Euco Epoxy System #452MV or Eucopoxy LPC," Euclid Chemical Co.
b. "Concresive 1001," Master Builders, Inc.
c. "Sikadur 32 Hi -Mod," Sika Corp.
2.07 CONCRETE MIX DESIGN
A. Prepare design mixes for each type and strength of concrete by either laboratory trial batch
or field experience methods as specified in ACI 301, Section 4.2.3. If trial batch method used,
use an independent testing facility acceptable to Engineer or Owner for preparing and
reporting proposed mix designs. The testing facility shall not be the same as used for field
quality control testing.
B. Submit written reports to Engineer or Owner of each proposed mix for each class of concrete
at least 15 days prior to start of work. Do not begin concrete production until proposed mix
designs have been accepted by Structural Engineer of Record or Owner.
C. The exact percentage of supplementary cementitious material used shall be based on
a successful test placement on -site.
1. Fly Ash Content: Maximum 15 percent of cementitious materials by weight.
2. Calcined Pozzolan Content: Maximum 10 percent of cementitious materials by weight.
D. Design mixes to provide normal weight concrete with the following properties, as indicated
on drawings and schedules:
1. For the Flocc Tank and Cascade Aerator the maximum water/cementitious materials
ratio by weight shall be 0.45. All other structures maybe as needed.
E. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor
when characteristics of materials, job conditions, weather, test results, or other
circumstances warrant, as accepted by Engineer or Owner. Laboratory test data for revised
mix design and strength results must be submitted to and accepted by Engineer or Owner
before using in work.
F. Slump Limits: Proportion and design mixes to result in concrete slump at point of placement
as follows:
1. Ramps, slabs, and sloping surfaces: Not more than 3 inches.
2. Reinforced foundation systems: Not less than 1 inch and not more than 3 inches.
3. Concrete containing HRWR admixture (Superplasticizer): 7 to 9 inch range after addition
of HRWR to verified 2-inch to 3-inch slump concrete (3" to 4" for concrete receiving a
dry shake hardener).
4. Other concrete: Not more than 4 inches.
G. Reference the General Notes on the structural drawings for required compressive strengths
and other properties.
2.08 ADMIXTURES
A. Use water -reducing admixture or high -range water -reducing admixture (Superplasticizer)
in concrete as required for placement and workability.
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B. Use nonchloride accelerating admixture in concrete slabs placed at ambient temperatures
below 50 deg F (10 deg Q.
C. Use high -range water -reducing admixture (HRWR) in pumped concrete, concrete for slabs,
concrete required to be watertight, and concrete with water/cement ratios below 0.50.
D. Use air -entraining admixture in exterior exposed concrete unless otherwise indicated.
Add air -entraining admixture at manufacturer's prescribed rate to result in concrete at
point of placement having total air content with a tolerance of plus or minus 1-1/2
percent within following limits:
1. Concrete structures and slabs exposed to freezing and thawing, deicer chemicals,
or hydraulic pressure:
a. 4.5 percent for 1-1/2-inch max aggregate.
b. 4.5 percent for 1-inch max aggregate.
c. 5.0 percent for 3/4-inch max aggregate.
d. 5.5 percent for 1/2-inch max aggregate.
e. Other concrete (not exposed to freezing, thawing, or hydraulic pressure) or
to exposed interior steel troweled finished subjected to vehicular traffic: maximum
3 percent air.
E. Use admixture for water reduction and set controls in strict compliance with
manufacturer's directions.
2.09 MIXING
A. Provide batch ticket for each batch discharged and used in work, indicating project
identification name and number, date, mix type, mix time, quantity, and amount of water
introduced.
B. Ready -Mix Concrete: Comply with requirements of ASTM C 94, and as specified.
1. When air temperature is between 85 deg F (30 deg C) and 90 deg F (32 deg C), reduce
mixing and delivery time from 1-1/2 hours to 75minutes, and when air temperature is
above 90 deg F (32 deg C), reduce mixing and delivery to 60 minutes.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify lines, levels, and dimensions before proceeding with work of this section.
B. Coordinate the installation of joint materials and vapor retarder with placement of forms
and reinforcing steel.
3.02 PREPARATION
A. Where new concrete is to be bonded to previously placed concrete, prepare existing surface
by cleaning with steel brush and applying bonding agent in accordance with manufacturer's
instructions.
3.03 FORMS
A. General: Design, erect, support, brace, and maintain formwork to support vertical and
lateral, static and dynamic loads that might be applied until concrete structure can support
such loads. Construct formwork so concrete members and structures are of correct size,
shape, alignment, elevation, and position. Maintain formwork construction tolerances
complying with ACI 347.
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Page 7 of 16
B. Construct forms to sizes, shapes, lines, and dimensions shown and to obtain accurate
alignment, location, grades, level, and plumb work in finished structures. Provide for openings,
offsets, sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking,
screeds, bulkheads, anchorages, inserts, and other features required in work. Use selected
materials to obtain required finishes. Solidly butt joints and provide backup at joints to
prevent leakage of cement paste.
C. Fabricate forms for easy removal without hammering or prying against concrete surfaces.
Provide crush plates or wrecking plates where stripping may damage cast concrete
surfaces.
Provide top forms for inclined surfaces where slope is too steep to place concrete with
bottom forms only. Kerf wood inserts for forming keyways, recesses, and the like, for easy
removal.
D. Provide temporary openings where interior area of formwork is inaccessible for cleanout,
for inspection before concrete placement, and for placement of concrete. Securely
brace temporary openings and set tightly to forms to prevent loss of concrete mortar.
Locate temporary openings in forms at inconspicuous locations.
E. Chamfer exposed corners and edges as indicated, using wood, metal, PVC, or other rubber
chamfer strips fabricated to produce uniform smooth lines and tight edge joints.
F. Provisions for other Trades: Provide openings in concrete formwork to accommodate work
of other trades. Determine size and location of openings, recesses, and chases from trades
providing such items. Accurately place and securely support items built into forms.
G. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete.
Remove chips, wood, sawdust, dirt, or other debris just before concrete is placed.
Retighten forms and bracing before concrete placement as required to prevent mortar leaks
and maintain proper alignment.
H. Tolerances for formed surfaces shall conform to the following:
1. Variation from plumb:
a. In the lines and surfaces of columns, piers, walls, and in arises:
1) In any 10 ft. of length 1/4 in.
2) Maximum for the entire length 1/2 in.
3) For exposed corner columns, control -joint grooves and
other conspicuous lines:
(a) In any 20 ft. length 1/4 in.
(b) Maximum for the entire length 1/2 in.
b. Variation from the level or from the grades specified in the contract documents:
1) In slab soffits, ceilings, beam soffits and in arises, measured before removal
of supporting shores:
(a) Maximum for the entire length 3/8 in.
(b) In exposed lintels, sills, parapets, horizontal grooves and other
conspicuous lines:
(1) Maximum for the entire length 1/2 in.
(2) Refer to section regarding monolithic slab finishes for F(F) and
F(L) numbers.
c. Variation of the linear building lines from established position in plan and
related position of columns, walls and partitions:
1) In any bay 1/4 in.
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2) In any 20 ft. of length 3/8 in.
3) Maximum for the entire length 1/2 in.
d. Variation in the sizes and locations of:
1) Sleeves, floor openings and wall openings 1/4 in.
e. Variation in cross sectional dimensions columns and beams and in the thickness
of slabs and walls:
1) Minus 1/4 in.
2) Plus Footings 1/4 in.
3) Variations in dimensions in plan:
(a) Minus 1/2 in.
(b) Footings 2 in..
(c) Misplacement or eccentricity:
(1) 2 percent of the footing width in the direction of the
misplacement, but not more than 2 in.
(d) Thickness:
(1) Decrease in specified thickness 5%
(2) Increase in specified thickness: No limit
g. Variation in steps:
1) In a flight of steps:
(a) Rise + 1/8 in.
(b) Tread + 1/4 in.
(c) In consecutive steps:
(1) Rise +1/16 in.
(2) Tread + 1/8 in.
h. Construct edges of slabs to tolerance that is compatible with the connections of
the architectural finishes.
3.04 VAPOR RETARDER INSTALLATION
A. General: Following leveling and tamping of granular base for slabs on grade, place vapor
retarder sheeting with longest dimension parallel with direction of pour.
B. Lap joint 6 inches and seal vapor retarder joints with manufacturers' recommended mastic
and pressure -sensitive tape.
3.05 INSTALLING REINFORCEMENT
A. General: Comply with requirements of Section 03200 Concrete Reinforcement.
3.06 JOINTS
A. Construction Joints: Locate and install construction joints as indicated or, submit locations
of construction joints with shop drawings showing reinforcement.
B. Waterstops: Provide waterstops in construction joints as indicated. Install waterstops to
form continuous diaphragm in each joint. Make provisions to support and protect
exposed waterstops during progress of work. Fabricate joints in waterstops in accordance
with manufacturer's printed instructions.
C. Isolation Joints in Slabs -on -Ground: Construct isolation joints in slabs -on -ground at points
of contact between slabs -on -ground and vertical surfaces, such as column pedestals,
foundation walls, grade beams, and elsewhere as indicated.
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1. Joint filler and sealant materials are specified in Division 7 Sections of these
specifications.
D. Contraction (Control) Joints in Slabs -on -Grade: Construct contraction joints in slabs -on -
ground to form panels of patterns as shown.
1. If joints are formed by saw cuts, saw cut joints immediately after slab finishing and as
may be safely done without dislodging aggregate using a Soff-Cut machine or equal to
a depth
of 1.25 inches deep.
2. If joints are formed by preformed inserts, insert premolded plastic, hardboard or
fiberboard strip into fresh concrete until top surface of strip is flush with slab surface.
Tool slab edges round on each side if insert. After concrete has cured, remove inserts
and clean groove of loose debris.
3. Joint sealant material is specified in Division 7 Sections of these specifications.
3.07 INSTALLATION OF EMBEDDED ITEMS
A. General: Set and build into work anchorage devices and other embedded items required
for other work that is attached to or supported by cast -in -place concrete. Use setting
drawings, diagrams, instructions, and directions provided by suppliers of items to be attached
thereto.
B. Forms for Slabs: Set edge forms, bulkheads, and intermediate screed strips for slabs to obtain
required elevations and contours in finished surfaces. Provide and secure units to support
screed strips using strike -off templates or compacting -type screeds.
3.08 PREPARATION OF FORMS SURFACES
A. Clean re -used forms of concrete matrix residue, repair and patch, as required, to return forms
to acceptable surface condition.
B. General: Coat contact surfaces of forms with an approved, nonresidual, low-VOC, form -
coating compound before reinforcement is placed.
C. Do not allow excess form -coating material to accumulate in forms or to come into contact
with in -place concrete surfaces against which fresh concrete will be placed. Apply in
compliance with manufacturer's instructions.
D. Coat steel forms with a nonstaining, rust -preventative material. Rust -stained steel formwork
is not acceptable.
3.09 PLACING CONCRETE
A. Inspection: Before placing concrete, inspect and complete formwork installation,
reinforcing steel, and items to be embedded or cast in. Notify other crafts to permit
installation of their work; cooperate with other trades in setting such work.
B. General: Comply with ACI 304, "Recommended Practice for Measuring, Mixing,
Transporting, and Placing Concrete," and as herein specified.
C. All water in the concrete mix shall be added at the mix plant. Water shall not be added at
the jobsite, unless a provision has been made in the design mix to allow for additional water.
D. Notify Engineer or Owner not less than 24 hours prior to commencement of placement
operations.
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E. Deposit concrete continuously or in layers of such thickness that no concrete will be placed
on concrete that has hardened sufficiently to cause formation of seams or planes of
weakness. If a section cannot be placed continuously, provide construction joints as herein
specified. Deposit concrete to avoid segregation at its final location.
F. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than
24 inches and in a manner to avoid inclined construction joints. Where placement consists
of several layers, place each layer while the preceding layer is still plastic to avoid cold joints.
1. Consolidate placed concrete by mechanical vibrating equipment supplemented
by hand -spading, rodding, or tamping. Use equipment and procedures for
consolidation of concrete in accordance with ACI 309.
2. Do not use vibrators to transport concrete inside forms. Insert and withdraw
vibrators vertically at uniformly spaced locations not farther than visible effectiveness of
machine. Place vibrators to rapidly penetrate placed layer and at least 6 inches into
preceding layer. Do not insert vibrators into lower layers of concrete that have not
begun to set. At each insertion limit duration of vibration to time necessary to
consolidate concrete and complete embedment of reinforcement and other embedded
items without causing segregation of mix.
G. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation,
within limits of construction joints, until the placing of a panel or section is completed.
1. Consolidate concrete during placing operations so that concrete is thoroughly
worked around reinforcement and other embedded items and into corners.
2. Bring slab surfaces to correct level with straightedge and strike off. Use highway
bull floats or darbies to smooth surface, free of humps or hollows. Do not disturb slab
surfaces prior to beginning finishing operations.
3. Maintain reinforcing in proper position during concrete placement.
H. Cold -Weather Placing: Comply with provisions of ACI 306 and as follows. Protect concrete
work from physical damage or reduced strength that could be caused by frost, freezing
actions, or low temperatures.
When air temperature has fallen to or is expected to fall below 40 deg F (4 deg C), uniformly
heat water and aggregates before mixing to obtain a concrete mixture temperature of not
less than 50 deg F (10 deg C) and not more than 80 deg F (27 deg C) at point of placement.
1. Do not use frozen materials or materials containing ice or snow. Do not place concrete
on frozen subgrade or on subgrade containing frozen materials.
2. Only the specified non -corrosive non -chloride accelerator shall be used.
J. Hot -Weather Placing: When hot weather conditions exist that would seriously impair
quality and strength of concrete, place concrete in compliance with ACI 305 and as herein
specified.
1. Cool ingredients before mixing to maintain concrete temperature at time of
placement below 90 deg F (32 deg Q. Mixing water maybe chilled, or chopped ice may
be used to control temperature provided water equivalent of ice is calculated to total
amount of mixing water. Use of liquid nitrogen to cool concrete is Contractor's option.
2. Cover reinforcing steel with water -soaked burlap if it becomes too hot, so that
steel temperature will not exceed the ambient air temperature immediately before
embedment in concrete.
3. Fog spray forms, reinforcing steel, and subgrade just before concrete is placed.
4. Use water -reducing retarding admixture when required by high -temperatures, low
humidity, or other adverse placing conditions, when acceptable to the Engineer or
Owner.
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S. Special hot weather concreting practices for watertight concrete in addition to other
items specified:
a. When low humidity or windy conditions exist, construct a temporary wind
barrier around the concrete pour.
b. Fog spray the entire placement during and for 3 hours after final finishing
with approved compressed air or mist foggers. Fog the air above the slab until a
sheen appears on the slab surface, but do not allow standing water to build up on
the slab surface.
c. Immediately after bull floating, apply a monomolecular film -forming
compound for evaporation control
3.10 FINISH OF FORMED SURFACES
A. Rough Form Finish: For formed concrete surfaces not exposed to view in the finish work
or concealed by other construction. This is the concrete surface having texture imparted
by form -facing material used, with tie holes and defective areas repaired and patched, and
fins and other projections exceeding 1/4 inch in height rubbed down or chipped off.
B. Smooth Form Finish: For formed concrete surfaces exposed to view or to be covered with
a coating material applied directly to concrete, or a covering material applied directly to
concrete, such as waterproofing, dampproofing, veneer plaster, painting, or other similar
system. This is an as -cast concrete surface obtained with selected form -facing material,
arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch
defective areas with fins and other projections completely removed and smoothed.
C. Related Unformed Surfaces: At top of walls, horizontal offsets, and similar uniformed
surfaces occurring adjacent to formed surfaces, strike -off smooth and finish with a texture
matching adjacent formed surfaces. Continue final surface treatment of formed surfaces
uniformly across adjacent uniformed surfaces unless otherwise indicated.
3.11 FLOOR FLATNESS/LEVELNESS TOLERANCES
A. F(F) defines the maximum floor curvature allowed over 24 in. Computed on the basis
of successive 12 in. (300 mm) elevation differentials. F(F) is commonly referred to as
the "flatness F-Number."
1. F(F)=4.57
a. Maximum difference in elevation, in decimals of inches, between successive
12" elevation differences.
B. F(L) defines the relative conformity of the floor surface to a horizontal plane as measured over
a 10 ft. (3.05m) distance. F(L) is commonly referred to as the "levelness F-number."
1. F(L) = 12.5
a. Maximum difference in elevation, in inches, between two points separated by 10 ft.
C. All slabs shall achieve the specified overall tolerance. The minimum local tolerance (1/2 bay
or as designated by the Engineer) shall be 2/3 of the specified tolerances.
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3.12 MONOLITHIC SLAB FINISHES
Page 12 of 16
A. Trowel Finish: Apply trowel finish to monolithic slab surfaces to be exposed to view and
slab surfaces to be covered with resilient flooring, carpet, ceramic or quarry tile, paint, or
other thin film finish coating system.
1. After floating, begin first trowel finish operation using a power driven trowel. Begin
final troweling when surface produces a ringing sound as trowel is moved over surface.
Consolidate concrete surface by final hand -troweling operation, free of trowel
marks, uniform in texture and appearance, and with surface leveled to tolerances of FF
25 - FL 20. Grind smooth surface defects that would telegraph through applied floor
covering system.
2. Note Areas requiring quick -dry concrete.
B. Fluid containing structures shall have their surfaces screened to the proper elevation
and otherwise unfinished.
3.13 CURING AND PROTECTION
A. General: Protect freshly placed concrete from premature drying and excessive cold or
hot temperatures. In hot, dry, and windy weather, protect concrete from rapid moisture loss
before and after finishing operations with an evaporation -control material. Apply in
accordance with manufacturer's instructions after screening and bull floating, but before
power floating and troweling.
B. Start initial curing as soon as free water has disappeared from concrete surface after placing
and finishing. Cure continuously for not less than 7 days.
C. Curing Methods: Perform curing of concrete by moist curing, with curing blankets for
a minimum of 7 days.
D. The curing process must begin immediately after final finishing.
E. Curing Formed Surfaces: Cure formed concrete surfaces, including underside of beams,
supported slabs, and other similar surfaces, by moist curing with forms in place for full curing
period or until forms are removed. If forms are removed, continue with curing with
methods specified above, as applicable.
3.14 REMOVAL OF FORMS
A. General: Formwork not supporting weight of concrete, such as sides of beams, walls, columns,
and similar parts of the work, may be removed after cumulatively curing at not less than 50
deg F (10 deg C) for 7 days (or as otherwise allowed by the SER) after placing provided concrete
is sufficiently hard to not be damaged by form -removal operations, and provided curing
and protection operations are maintained.
B. Formwork supporting weight of concrete, such as beam soffits, joists, slabs, and other
structural elements, may not be removed until concrete has attained at least 75% of design
minimum 28 day compressive strength but not less than the following time limits:
1. Beams, joists and one-way slabs - 7 days.
2. Two-way slabs - 14 days.
3. Post -tensioned concrete - approval of stressing records.
C. Determine potential compressive strength of in -place concrete by testing field -cured
specimens representative of concrete location or members.
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D. Form -facing material may be removed 4 days after placement only if shores and other
vertical supports have been arranged to permit removal of form -facing material without
loosening or disturbing shores and supports.
3.15 REUSE OF FORMS
A. Clean and repair surfaces of forms to be reused in work. Split, frayed, delaminated,
or otherwise damaged form -facing material will not be acceptable for exposed surfaces.
Apply new form -coating compound as specified for new formwork.
B. When forms are extended for successive concrete placement, thoroughly clean surfaces,
remove fins and laitance, and tighten forms to close joints. Align and secure joint to
avoid offsets. Do not use "patched" forms for exposed concrete surfaces except as
acceptable to Engineer.
3.16 MISCELLANEOUS CONCRETE ITEMS
A. Filling In: Fill in holes and openings left in concrete structures for passage of work by other
trades, unless otherwise shown or directed, after work of other trades is in place. Mix,
place, and cure concrete as herein other miscellaneous concrete filling shown or required to
complete work.
B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still
green and steel -troweling surfaces to a hard, dense finish with corners, intersections, and
terminations slightly rounded.
C. Equipment Bases and Foundations: Provide machine and equipment bases and foundations
as shown on drawings. Set anchor bolts for machines and equipment to template at correct
elevations, complying with certified diagrams or templates of manufacturer furnishing
machines and equipment.
3.17 CONCRETE SURFACE REPAIRS
A. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately
after removal of forms, when acceptable to Engineer or Owner.
1. Cut out honeycomb, rock pockets, and voids over 1/4 inch in any dimension, and holes
left by tie rods and bolts, down to solid concrete but in no case to a depth of less than 1
inch. Make edges of cuts perpendicular to the concrete surface. Thoroughly clean,
dampen with water, and brush -coat the area to be patched with specified bonding agent.
Place patching mortar before bonding compound has dried.
2. For exposed -to -view surfaces, blend white portland cement and standard portland
cement so that, when dry, patching mortar will match color surrounding. Provide test
areas at an inconspicuous location to verify mixture and color match before proceeding
with patching. Compact mortar in place and strike -off slightly higher than surrounding
surface.
B. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects
cannot be repaired to satisfaction of Engineer or Owner. Surface defects, include color and
texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets, fins, and other
projections on surface, and stains and other discoloration's that cannot be removed by
cleaning. Flush out form tie holes, fill with dry -pack mortar, or precast cement cone plugs
secured in place with bonding agent.
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1. Repair concealed formed surfaces, where possible, that contain defects that affect the
durability of concrete. If defects cannot be repaired, remove and replace concrete
C. Repair of Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for
smoothness and verify surface plane to tolerances specified for each surface and finish.
Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for
trueness of slope and smoothness by using a template having required slope.
1. Repair finished unformed surfaces that contain defects that affect durability of
concrete.
Surface defects, as such, including crazing and cracks in excess of 0.01 inch wide or that
penetrate to reinforcement or completely through nonreinforced sections regardless of
width, spalling, popouts, honeycomb, rock pockets, and other objectionable conditions.
2. Correct high areas in unformed surfaces by grinding after concrete has cured at least
14 days.
3. Correct low areas in unformed surfaces during or immediately after completion of
surface finishing operations by cutting out low areas and replacing them with
underlayment compound or repair topping. Finish repaired areas to blend into adjacent
concrete. Proprietary underlayment compounds may be used when acceptable to Owner
project manager.
4. Repair defective areas, except random cracks and single holes not exceeding 1 inch
in diameter, by cutting out and replacing with fresh concrete. Remove defective areas
to sound concrete with clean, square cuts and expose reinforcing steel with at least 3/4-
inch clearance all around. Dampen concrete surfaces in contact with patching concrete
and apply bonding compound. Mix patching concrete of same materials to provide
concrete of same type or class as original concrete. Place, compact, and finish to blend
with adjacent finished concrete. Cure in same manner as adjacent concrete.
D. Repair isolated random cracks and single holes not over 1 inch in diameter by dry -pack method.
Groove top of cracks and cut out holes to sound concrete and clean of dust, dirt, and loose
particles. Dampen cleaned concrete surfaces and apply bonding compound. Mix dry -pack,
consisting of one part portland cement to 2-1/2 parts fine aggregate passing a No. 16 mesh
sieve, using only enough water as required for handling and placing. Place dry -pack mixture in
place and finish to match adjacent concrete. Keep patched area continuously moist for not less
than 72 hours.
E. Perform structural repairs with prior approval of Engineer or Owner for method and
procedure, using specified epoxy adhesive and mortar.
F. Repair methods not specified above may be used, subject to acceptance of Engineer.
G. Bonding Compound Usage: The specified bonding compound shall be used in interior uses
not subject to moisture. In moist conditions, a bonding grout, including the specified
bonding admixture or the specified epoxy adhesive, must be used. The patching mortar
or new concrete must then be placed while the bonding grout or epoxy adhesive is still tacky.
3.18 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests, as specified by
Owner.
B. Provide free access to concrete operations at project site and cooperate with appointed firm.
C. Submit proposed mix design of each class of concrete to inspection and testing firm for
review prior to commencement of concrete operations.
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D. Tests of concrete and concrete materials may be performed at any time to ensure
conformance with specified requirements.
Sampling and testing for quality control during placement of concrete may include the
following, as directed by Engineer.
1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM
C 94.
2. Slump: ASTM C 143; one test at one point of discharge for each set of compressive
strength test cylinders; additional tests when concrete consistency seems to have
changed.
3. Air Content: ASTM C 173, volumetric method for lightweight or normal weight
concrete; ASTM C 231 pressure method for normal weight concrete; one for each set of
compressive strength test cylinders for each type of air -entrained concrete.
4. Water Content: The water content of freshly mixed concrete will be tested each
time cylinders are made and as directed by the Architect in accordance with ASSHTO
T318
Measurement of Water Content of Fresh Concrete Using the Microwave Oven.
5. Concrete Temperature: Test hourly when air temperature is 40 deg F (4 deg C)
and below, when 80 deg F (27 deg C) and above, and each time a set of compression test
specimens is made.
6. Compression Test Specimen: ASTM C 31. Mold and store cylinders for laboratory -cured
test specimens except when field -cure test specimens are required.
Compressive Strength Tests: The following number of concrete test cylinders shall
be cast for each class of concrete for each day's work (pour), 75 cubic yards, or 5000
square feet or greater:
For Footings and Other Structural Concrete:
1) 2 @ 7 Days, Lab Cured
2) 2 @ 28 Days, Lab Cured
3) For Columns and Walls:
(a) 2 @ 7 Days, Lab Cured
(b) 2 @ 7 Days, Field
Cured (c) 2 @ 28 Days,
Lab Cured (d) 2 @ 28
Days, Field Cured
4) When additional test specimens shall be performed as directed by the
Engineer or Engineer of Record with two (2) specimens required for a test. To
establish break data, two (2) cylinders must be broken and averaged.
NOTE: All field cured test cylinders shall be cast and cured in the field in
the concrete placement and under environmental conditions similar as possible to
the conditions to which the pour is subjected.
c. When frequency of testing will provide fewer than 5 strength tests for a given class
of concrete, conduct testing from at least 5 randomly selected batches or from
each batch if fewer than 5 are used.
Test results will be reported in writing to Engineer or Owner, Ready -Mix Producer, and
Contractor within 24 hours after tests. Reports of compressive strength tests shall
contain the project identification name and number, date of concrete placement, name
of concrete testing service, concrete type and class, location of concrete batch in
structure, design compressive strength at 28 days, concrete mix proportions and
materials, compressive breaking strength, and type of break for both 7-day tests and
28-day tests.
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3.19 DEFECTIVE CONCRETE
Page 16 of 16
A. Defective Concrete: Concrete not conforming to required lines, details, dimensions,
tolerances or specified requirements.
B. Repair or replacement of defective concrete will be determined by the Engineer or
Owner. The cost of additional testing shall be borne by Contractor when defective
concrete is identified.
C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express
direction of Engineer or Owner for each individual area.
3.20 SCHEDULE - CONCRETE TYPES AND FINISHES
A. See drawings for minimum 28-day compressive strength.
END OF SECTION
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Sanford, NC Chlorination System Conversion
SECTION 3123 33
TRENCHING FOR SITE UTILITIES
PART1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals required for the trenching for site
utilities as shown on the Drawings and as specified herein.
1.02 RELATED REQUIREMENTS
A. Reserved.
1.03 REFERENCES
A. ASTM C 136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates; 2019.
B. ASTM D 1556 - Standard Test Method for Density and Unit Weight of Soil in Place by the
Sand -Cone Method; 2015E1.
C. ASTM D 1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using
Modified Effort (56,000 ft-Ibf/ft3 (2,700 kN m/m3)); 2021.
D. ASTM D 2167 - Standard Test Method for Density and Unit Weight of Soil in Place by the
Rubber Balloon Method; 2015.
E. ASTM D 2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified
Soil Classification System); 2017E1.
F. ASTM D 2922 - Standard Test Methods for Density of Soil and Soil -Aggregate in Place by
Nuclear Methods (Shallow Depth); 2010.
G. ASTM D 3017 - Standard Test Method for Water Content of Soil and Rock in Place by Nuclear
Methods (Shallow Depth); 2017.
1.04 DEFINITIONS
A. Finish Grade Elevations: Indicated on drawings.
B. Subgrade Elevations: 6 inches below finish grade elevations indicated on drawings, unless
otherwise indicated.
1.OS SUBMITTALS
A. Fill Composition Test Reports: Results of laboratory tests on proposed and actual materials
used.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Contractor shall provide for all trenching of site utilities related to the project.
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B. Provide sufficient quantities of fill to meet project schedule and requirements.
When necessary, store materials on site and protect from moisture changes in advance of
need.
C. Verify that survey benchmarks and intended elevations for the Work areas indicated.
III Dill R
2.02 FILL MATERIALS
A. Structural Fill - Material shall be free of organic matter and debris, with rocks less than 6
inches and a Liquid Limit less than 40 and a Plasticity Index less than 20.
B. Concrete for Fill: As specified in Section 03300; compressive strength of 2500 psi at 28 days.
C. Granular Fill - Granular material having maximum aggregate size of 1.5 inches and no
more than 10% of fines.
D. Dense Graded Aggregate Fill - Graded aggregate crushed stone.
E. Topsoil: Free from deleterious materials and as available onsite.
2.02 SOURCE QUALITY CONTROL
a. Where fill materials are specified by reference to a specific standard, test and analyze
samples for compliance before delivery to site.
b. If tests indicate materials do not meet specified requirements, change material and retest.
PART 3 EXECUTION
3.01 EXAMINATION
3.02 TRENCHING
A. Notify Engineer or Owner of unexpected subsurface conditions and discontinue affected
Work in area until notified to resume work.
B. Slope banks of excavations deeper than 4 feet to angle of repose or less until shored
in accordance with OSHA standards.
C. Do not interfere with 45 degree bearing splay of foundations.
D. Cut trenches wide enough to allow inspection of installed utilities.
E. Hand trim excavations. Remove loose matter.
F. Remove large stones and other hard matter that could damage piping or impede
consistent backfilling or compaction.
G. Remove and dispose of properly off -site excavated material that is unsuitable for re -use
from site.
H. Stockpile excavated material to be re -used in area designated on site.
I. Remove excess excavated material from site and dispose of properly off -site.
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3.03 PREPARATION FOR UTILITY PLACEMENT
Page 3 of 3
A. Cut out soft areas of trench bottom subgrade not capable of compaction in place. Backfill
with Structural Fill.
B. Compact fill subgrade to density equal to or greater than requirements for subsequent
fill material.
C. Until ready to back -fill, maintain excavations and prevent loose soil from falling into
excavation and keep excavation dry.
3.04 BACKFILLING
A. Backfill to contours and elevations indicated using unfrozen approved materials.
B. Employ a placement method that does not disturb or damage other work.
C. Systematically fill in lifts as described below. Do not fill over porous, wet, frozen or spongy
subgrade surfaces.
D. Maintain moisture content of fill materials as described below to attain required
compaction density.
E. Structural Fill: Place and compact materials in equal continuous layers not exceeding 8 inches
in loose thickness.
F. Slope finished grade away from structures minimum 2 inches in 10 ft, unless noted otherwise.
Make gradual grade changes. Blend slope into level areas.
G. Correct areas that are over -excavated.
1. Thrust bearing surfaces: Fill with concrete.
2. Other areas: Use structural fill, flush to required elevation, compacted to
minimum 95 percent of maximum dry density.
H. Compaction Density (ASTM D 698), Unless Otherwise Specified or Indicated:
1. Under paving and similar construction: 95 percent of maximum dry density within the
top one foot below subgrade.
I. Reshape and re -compact fills subjected to vehicular and construction traffic.
3.05 FIELD QUALITY CONTROL
A. Perform compaction density testing on compacted fill in accordance with ASTM D1556, ASTM
D2167, ASTM D2922, or ASTM D3017.
B. Evaluate results in relation to compaction curve determined by testing uncompacted material
in accordance with ASTM D 698 ("standard Proctor"), ASTM D 1557 ("modified Proctor"), or
AASHTO T 180.
C. If tests indicate work does not meet specified requirements, remove work, replace and retest.
3.06 CLEANING
A. Remove unused stockpiled materials, leave area in a clean and neat condition. Grade
stockpile area to prevent standing surface water.
END OF SECTION
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Pilgrim's Pride Corporation
Sanford, NC Chlorination System Conversion
SECTION 4010 00
PROCESS PIPING SYSTEMS
PART1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment, and incidentals required and all pipe and
appurtenances as shown on the Drawings and specified herein.
1.02 RELATED SECTIONS
A. Section 3123 33 - Trenching for Site Utilities.
1.03 REFERENCES
Page 1 of 8
A. ASME B16.1 - Gray Iron Pipe Flanges and Flanged Fittings: Classes 25, 125, and 250;
The American Society of Mechanical Engineers; 2020.
B. ASME B31.9 - Building Services Piping; The American Society of Mechanical Engineers;
2020 (ANSI/ASME B31.9).
C. ASME (BPV IX) - Boiler and Pressure Vessel Code, Section IX - Welding and Brazing
Qualifications; The American Society of Mechanical Engineers; 2001.
D. ASTM A 53/A 53M - Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc -
Coated, Welded and Seamless; 2021.
E. ASTM A 74 - Standard Specification for Cast Iron Soil Pipe and Fittings; 2021.
F. ASTM A 105 - Standard Specification for Carbon Steel Pipe Forgings for Piping Applications;
2023.
G. ASTM A 126 - Standard Specification for Gray Iron Castings for Valves, Flanges and Pipe
Fittings; 2019.
H. ASTM A 312 - Standard Specification for Seamless, Welded, and Heavily Cold Worked
Austenitic Stainless Steel Pipes; 2022.
I. ASTM C 564 - Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings;
2020a.
I. ASTM D 1785 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules
40, 80, and 120; 2021a.
J. ASTM D 2241 - Standard Specification for Poly (Vinyl Chloride) (PVC) Pressure -Rated Pipe
(SDR Series); 2000.
K. ASTM D 2665 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and
Vent Pipe and Fittings; 2020.
L. ASTM D 2846/D 2846M - Standard Specification for Chlorinated Poly(Vinyl Chloride)
(CPVC) Plastic Hot- and Cold -Water Distribution Systems; 2019a.
M. ASTM D 2855 - Standard Practice for Making Solvent -Cemented Joints with Poly(Vinyl
Chloride) (PVC) Pipe and Fittings; 2020.
N. ASTM F 493 - Standard Specification for Solvent Cements for Chlorinated Poly (Vinyl
Chloride) (CPVC) Plastic Pipe and Fittings; 2022.
O. AWWA C104/A21.4 -ANSI Standard for Cement -Mortar Lining for Ductile -Iron Pipe and
Fittings for Water (2016).
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Sanford, NC Chlorination System Conversion
Page 2 of 8
P. AWWA C110 - American National Standard for Ductile -Iron and Gray -Iron Fittings, 3 In.
Through 48 In. (75 mm Through 1200 mm), for Water and Other Liquids; American
Water Works Association; 2003.
Q. AWWA C111/A21.11 - Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings;
American Water Works Association; 2017 (ANSI/AWWA C111/A21.11).
R. AWWA C151/A21.51- Ductile -Iron Pipe, Centrifugally Cast, for Water; American Water Works
Association; 2002 (ANSI/AWWA C151/A21.51).
S. AWWA C153 - American National Standard for Ductile -Iron and Gray -Iron Compact Fittings
for Water and Other Liquids; American Water Works Association; 2019.
T. AWWA C200 - Steel Water Pipe - 6 inches and Larger (2017).
U. AWWA C206 - Field Welding of Steel Water Pipe (2017).
V. AWWA C207 - Steel Pipe Flanges for Waterworks Service - Sizes 4 inches Through 144 inches
(2018).
W. AWWA C208 - Dimensions for Fabricated Steel Water Pipe Fittings (2022).
X. AWWA C600 - Installation of Ductile -Iron Water Mains and Their Appurtenances (2017)
Y. AWWA C604 - Installation of Steel Water Pipe - 4 In. and Larger (2017)
Z. AWWA C605 - Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings
for Water (2021)
AA. AWWA C651 - Disinfecting Water Mains; American Water Works Association; 2014
(ANSI/AWWA C651).
AB. AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4 In. Through 12 In. (100 mm Through
300 mm), for Water Distribution; American Water Works Association; 2022
(ANSI/AWWA C900).
AC. AWWA C905 - Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14 In. Through
48 In. for Water Transmission and Distribution (2010).
AD. CISPI 301 - Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and
Storm Drain, Waste and Vent Piping Applications; Cast Iron Soil Pipe Institute; 2018.
AE. CISPI 310 - Specification for Coupling for Use in Connection with Hubless Cast Iron Soil Pipe
and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications; Cast Iron Soil
Pipe Institute; 2020.
AF. MSS SP-58 - Pipe Hangers and Supports - Materials, Design and Manufacture; Manufacturers
Standardization Society of the Valve and Fittings Industry, Inc.; 2018.
AG. MSS SP-69 - Pipe Hangers and Supports - Selection and Application; Manufacturers
Standardization Society of the Valve and Fittings Industry, Inc.; 2002.
AH. MSS SP-89 - Pipe Hangers and Supports - Fabrication and Installation Practices;
Manufacturers Standardization Society of the Valve and Fittings Industry, Inc.; 2018.
1.04 SUBMITTALS
a. Product Data: Provide data on pipe materials, pipe fittings, valves, and accessories. Provide
manufacturers catalog information. Indicate valve data and ratings.
B. Project Record Documents: Record actual locations of valves.
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Pilgrim's Pride Corporation
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1.05 QUALITY ASSURANCE
Page 3 of 8
A. All non-metallic below grade piping shall be installed with a 12 gauge coated copper
wire attached to the crown of the pipe with duct tape in not less than 2 places per length of
pipe to provide detectors a means of locating buried lines.
B. Upon completion of backfilling for trenches, the Contractor shall be responsible for matching
the existing surface conditions.
C. Identify and label all visible pipe with markings indicating the direction of flow.
1.06 REGULATORY REQUIREMENTS
A. Perform Work in accordance with State of North Carolina plumbing code.
B. Conform to applicable code for installation of backflow prevention devices.
1.07 DELIVERY, STORAGE, AND PROTECTION
A. Provide temporary end caps and closures on piping and fittings. Maintain in place
until installation.
B. Protect piping systems from entry of foreign materials by temporary covers, completing
sections of the work, and isolating parts of completed system. During laying operations,
no debris, tools, clothing or other materials shall be placed in the pipe.
1.08 ENVIRONMENTAL REQUIREMENTS
A. Do not install underground piping when bedding is wet or frozen.
PART 2 PRODUCTS
2.01 SANITARY SEWER PIPING, BURIED
A. Ductile Iron Pipe: AWWA C151/A21.51, minimum pressure class 250 psi
1. Fittings:
a. 90 Bends: Ductile or gray iron, standard thickness, conforming to AWWA
C110 (ANSI 21.10).
b. All other Bends/Fittings: Ductile or gray iron, conforming to AWWA C153
(ANSI 21.53).
2. Joints: AWWA C111/A21.11, rubber gasket with 3/4 inch diameter rods and concrete
thrust blocks as indicated on the Drawings.
3. Flanges: ASME B16.1- 125 pound template.
4. Lining: AWWA C104 (ANSI 21.4).
2.02 PROCESS AND WATER PIPING, BURIED
A. Ductile Iron Pipe: AWWA C151/A21.51, (pressure class 350 for <_ 12"0, minimum pressure
class of 250 psi > 12" 0)
1. Fittings:
a. 90 Bends: Ductile or gray iron, standard thickness, conforming to AWWA
C110 (ANSI 21.10).
b. All other Bends/Fittings: Ductile or gray iron, conforming to AWWA C153
(ANSI 21.53).
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Sanford, NC Chlorination System Conversion
Page 4 of 8
2. Joints: AWWA C111/A21.11, rubber gasket with 3/4 inch diameter rods and concrete
thrust blocks as indicated on the Drawings. Under slabs and foundations, restrained
joint fittings shall be provided.
3. Flanges: ASME B16.1 - 125 pound template.
4. Lining: AWWA C104 (ANSI 21.4).
5. Fittings: Ductile or gray iron, standard thickness.
B. PVC Pipe: AWWA C900 and AWWA C905, minimum pressure class 150 psi
1. Provisions must be made for expansion and contraction at each joint with an
elastomeric gasket.
2. Joints: Under slabs and foundations, restrained joint fittings shall be provided.
3. Random lengths shall not be less than 10 feet long.
2.03 PROCESS AND WATER PIPING, ABOVE GRADE
A. Steel Pipe 8 Inches and Smaller: ASTM A 53/A 53M, Schedule 40, Black Steel; unless
otherwise noted to be galvanized.
1. Fittings and unions: AWWA C206 and AWWA C208 with a minimum working pressure
of 150 psi.
2. Screw Joints: Perfectly tight with a still mixture of graphite and mineral oil, or
an approved, non -toxic, non -hardening pipe joint compound applied to the male
threads only.
3. Flanges: AWWA C207.
4. The interior of the pipe shall not be coated
5. The exterior of the pipe shall be coated in accordance with Section 09900.
B. Steel Pipe 10 Inches and Larger: ASTM A 53/A 53M (All Grades Type E or S) and
AWWA C200, Schedule 40 or Standard Schedule, Black Steel; unless otherwise noted to be
galvanized.
1. Fittings and unions: AWWA C206 and AWWA C208 with a minimum working pressure
of 150 psi.
2. Flanges: Flanges shall be steel slip on or welding neck type, raised face, Class
150, conforming to ASTM A 105 and ANSI B16.5.
3. Pipe shall have beveled ends for welding.
4. Pipe ends shall be provided to suit the field joints indicated on the Drawings.
5. Field welded joints shall be single (outside) lap or butt type conforming to AWWA C206.
6. The interior of the pipe shall not be coated.
7. The exterior of the pipe shall be coated in accordance with Section 09900.
C. Ductile Iron Pipe: AWWA C151/A21.51, (pressure class 350 for:5 12"0, minimum pressure
class of 250 psi > 12"0)
1. Fittings: Ductile or gray iron, standard thickness, conforming to AWWA C110
(ANSI 21.10).
2. Joints: AWWA C111/A21.11, rubber gasket with 3/4 inch diameter rods and
concrete thrust blocks as indicated on the Drawings.
3. Flanges: ASME B16.1- 125 pound template.
4. Lining: AWWAC104 (ANSI 21.4).
D. Stainless Steel Pipe: ASTM A-312/ASME SA-312, grade 304 or 316, with Welded joints
- For pipes 3" diameter and smaller shall be Sch 40.
- For pipes larger than 3" diameter shall be Sch 10.
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Pilgrim's Pride Corporation Page 5 of 8
Sanford, NC Chlorination System Conversion
1. Fittings and Joints: Butt -welded
2. Flanges: ASME/ANSI 150 pound template.
2.04 FLANGES, UNIONS, AND COUPLINGS
A. Unions for Pipe Sizes 3 Inches and Under:
1. Ferrous pipe: Class 150 malleable iron threaded unions.
B. Flanges for Pipe Size Over 1 Inch:
1. Ferrous pipe: Class 150 malleable iron threaded or forged steel slip-on flanges;
preformed neoprene gaskets.
C. Grooved and Shouldered Pipe End Couplings:
1. Housing: Malleable iron clamps to engage and lock, designed to permit some
angular deflection, contraction, and expansion; steel bolts, nuts, and washers;
galvanized for galvanized pipe.
2. Sealing gasket: "C" shape composition sealing gasket.
D. Dielectric Connections: Union with galvanized or plated steel threaded end, copper solder
end, water impervious isolation barrier.
2.05 PIPE PENETRATION SEALS
A. Wall/floor penetration seals shall be used to continuously fill the annular space between
pipe and wall/floor. Wall/floor penetration seals, once expanded, shall provide a seal
between the pipe and wall/floor opening.
B. Where walls or floors have pipe penetrations that are continuously wet on one or both sides,
the use of wall sleeves with water stops shall be employed along with the wall/floor
penetration seal to achieve a watertight seal between pipe and wall/floor opening.
C. The wall/floor opening size and/or type shall be selected according to recommendations
found in seal penetration manufacturer's representative catalog. The wall/floor opening
refers to a steel or plastic sleeve, coredrilled hole or cast -formed hole.
D. Penetration Seal Rubber Links
1. The wall/floor penetration seal shall be made of mechanically interlocked, solid
synthetic rubber links. There shall be a sufficient quantity of links about the pipe that
once expanded, shall achieve a 20-PSI hydrostatic seal between pipe and wall/floor
opening.
2. The elastomer element shall be EPDM elastomer.
3. Penetration seal pressure plates shall be molded of glass reinforced nylon.
4. Hardware Fasteners shall consist of stainless steel bolts and hex nuts.
E. Wall Sleeves
1. Cast in place concrete wall sleeves are to be fabricated from galvanized heavy wall
welded or seamless carbon steel pipe. All sleeves are to have a 2" wide, full perimeter
water stop, welded on both sides.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that excavations are to required grade, dry, and not over -excavated.
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Pilgrim's Pride Corporation
Sanford, NC Chlorination System Conversion
3.02 PREPARATION
A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe.
B. Remove scale and dirt, on inside and outside, before assembly.
C. Prepare piping connections to equipment with flanges or unions.
3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions.
Page 6 of 8
B. Install to the required lines and grades with fittings, valves, and accessories at the required
locations; spigots centered in the bells; and all valves and appurtenances properly aligned.
The laying of pipe shall conform to the applicable portions of AWWA C600, AWWA C604, or
AWWA C605.
C. Pressure test all piping in accordance with AWWA C600, AWWA C604, or AWWA C605 to the
test pressure indicated on the Drawings or as shown below:
1. The specified test pressure shall be maintained for four hours. There shall be no drop in
pressure during the test. All copper piping shall have the joint struck during the test.
2. If inspection or tests show defects, such defective work or material shall be replaced and
inspection and tests shall be repeated. All repairs to piping shall be made with new
material. No caulking of joints or holes will be acceptable.
3. Schedules
Pipe System
Sanitary waste
Process waste
Test Pressure
10ft
10ft
Test Type
Water head
Water head
D. All piping and fittings shall be rigidly supported.
E. Provide non -conducting dielectric connections wherever jointing dissimilar metals.
F. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular
to walls, except as indicated otherwise on the Drawings.
G. Install piping to maintain headroom, conserve space, and not interfere with use of space.
H. Group piping whenever practical at common elevations.
Install piping to allow for expansion and contraction without stressing pipe, joints, or
connected equipment.
J. Deflections from a straight line or grade made necessary by vertical or horizontal curves
or offsets shall not exceed the manufacturer's recommendations. If the required
alignment requires deflections in excess of those recommended, the Contractor shall
either provide special bends, as approved by the Engineer or Owner, of a sufficient number
of shorter lengths of pipe to provide angular deflections within the required limit.
K. Laying of pipe shall be commenced immediately after the excavation is started, and
every means must be used to keep pipe laying closely behind the trenching. The Engineer or
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Sanford, NC Chlorination System Conversion
Page 7 of 8
Owner may stop the trenching when, in the opinion of the Engineer or Owner, the trench is
open too far in advance of the pipe laying operation. Pipe may be laid in the best manner
adapted to securing speed and good results.
L. Inspect pipe and fittings for defects and all lumps, blisters, excess coal -tar coating and
other foreign material shall be removed from the bell and spigot end of each cast iron or PVC
pipe, or inside of PVC couplings and fittings. All pipe, couplings, adapters, and other pipe
connections shall be wiped clean and dry before the pipe is laid.
M. After placing a length of pipe in the trench, center the spigot end in the bell and force the
spigot end into the bell end.
N. Secure the pipe in place with approved backfill material tamped under it except at the
bells. Pipe and fittings which do not allow a sufficient and uniform space for joints shall be
removed and replaced with pipe and fittings of proper dimensions to insure each uniform
space.
O. Prevent dirt from entering the joint space.
P. The cutting of cast iron pipe for inserting valves, fittings, or closure pieces shall be done in
a neat and workmanlike manner without damage to the pipe or cement lining and so as to
leave a smooth end at right angles to the axis of the pipe.
Q. Provide clearance in hangers and from structure and other equipment for installation
of insulation and access to valves and fittings.
R. Establish elevations of buried piping outside the building to ensure not less than 3 ft of cover.
S. Install vent piping penetrating roofed areas to maintain integrity of roof assembly.
T. Where pipe support members are welded to structural building framing, scrape, brush
clean, and apply one coat of zinc rich primer to welding.
U. Provide restrained joint fittings under all slabs.
V. Provide support for utility meters in accordance with requirements of utility companies.
W. Prepare exposed, unfinished pipe, fittings, supports, and accessories ready for finish painting.
X. Excavate.
Y. Backfill.
Z. Install bell and spigot pipe with bell end upstream.
AA. Install valves with stems upright or horizontal, not inverted; unless indicated otherwise on
the Drawings.
AB. PVC Pipe: Make solvent -welded joints in accordance with ASTM D 2855.
AC. Sleeve pipes passing through partitions, walls and floors.
AD. Inserts:
1. Provide inserts for placement in concrete formwork.
2. Provide inserts for suspending hangers from reinforced concrete slabs and sides of
reinforced concrete beams.
3. Provide hooked rod to concrete reinforcement section for inserts carrying pipe over
4 inches.
4. Where inserts are omitted, drill through concrete slab from below and provide through -
bolt with recessed square steel plate and nut above slab.
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Sanford, NC Chlorination System Conversion
Page 8 of 8
AE. Pipe Hangers and Supports:
1. Install in accordance with ASME B31.9.
2. Support horizontal piping as scheduled.
3. Install hangers to provide minimum 1/2 inch space between finished covering and
adjacent work.
4. Place hangers within 12 inches of each horizontal elbow.
5. Use hangers with 1-1/2 inch minimum vertical adjustment. Design hangers for
pipe movement without disengagement of supported pipe.
6. Where several pipes can be installed in parallel and at same elevation, provide multiple
or trapeze hangers.
7. Prime coat exposed steel hangers and supports. Refer to Section 09 90 00. Hangers
and supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are
not considered exposed.
8. Support cast iron drainage piping at everyjoint.
3.04 APPLICATION
A. Use grooved mechanical couplings and fasteners only in accessible locations.
B. Install unions downstream of valves and at equipment or apparatus connections.
C. Install gate valves for shut-off and to isolate equipment, part of systems, or vertical risers.
D. Provide lug end butterfly valves adjacent to equipment when provided to isolate equipment.
E. Provide spring loaded check valves or as otherwise indicated on the drawings on the
discharge of all water and wastewater pumps.
3.05 ERECTION TOLERANCES
A. Drainage Piping: Establish invert elevations within 1/2 inch vertically of location indicated
and slope to drain at minimum of 1/4 inch per foot slope.
B. Water Piping: Slope at minimum of 1/32 inch per foot and arrange to drain at low points.
END OF SECTION
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Pilgrim's Pride Corporation Page 1 of 3
Sanford, NC Chlorination System Conversion
SECTION 46 30 00
CHEMICAL FEED SYSTEMS
PART1 GENERAL
1.01 Scope of Work
A. Furnish all labor, materials, equipment, instrumentation, and incidentals to install and test,
complete and ready for operation all Owner supplied chemical feed systems as shown on the
Drawings and as specified herein.
1.02 Manufacturer's Warranty
A. The component manufacturers shall warrant the chemical feed equipment to be of quality
construction, free of defects in material and workmanship. A written warranty shall include specific
details described below.
B. All equipment, apparatus, and parts furnished shall be warranted for sixty (60) months, excepting
only those items that are normally consumed in service, such as oils, grease, packing, gaskets,
O-rings, etc. The screen manufacturer shall be solely responsible for warranty of the screening
equipment and all components.
C. Components failing to perform as specified by the Engineer or Owner, or as represented by the
manufacturer, or as proven defective in service during the warranty period, shall be replaced,
repaired, or satisfactorily modified by the manufacturer.
D. It is not intended that the manufacturers assume liability for consequential damages or contingent
liabilities arising from failure of any vendor supplied product or part which fails to properly operate,
however caused. Consequential damages resulting from defects in design, or delays in delivery are
also beyond the manufacturer's scope of liability.
E. This limited warranty shall be valid only when installation is made and use and maintenance is
performed in accordance with manufacturer recommendations. The warranty shall become
effective on the date of acceptance by the purchaser or the purchaser's authorized agent, or sixty
(60) days after installation, or ninety (90) days after shipment from the factory, whichever occurs
fi rst.
PART 2 - PRODUCT
2.01 Manufacturer
A. The specifications and project drawings depict equipment and materials manufactured, assembled,
and/or supplied by Polytec which are deemed most suitable for the service anticipated.
B. In order to unify responsibility for proper operation, it is the intent of these Specifications that all
system components be furnished by a single supplier (unitary source). The components must be of
standard catalog design, warranted by the respective manufacturers.
C. Manufacturers must show proof of original product design and testing. Products violating intellectual
property regulations shall not be allowed, as they may violate international law and expose the user
or engineer to unintended liabilities. "Reverse -engineered" products fabricated to substantially
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Pilgrim's Pride Corporation Page 2 of 3
Sanford, NC Chlorination System Conversion
duplicate the design of original product shall not be allowed, as they may contain substantial
differences in tolerances and material applications addressed in the original design, which may
contribute to product failure.
D. After execution of the contract, the contractor may offer substitutions to the specified equipment
for consideration. The equipment proposed for substitution must be superior in construction and
performance to that specified in the contract, and the higher quality must be demonstrated by a list
of current users of the proposed equipment in similar installations.
E. In event the contractor obtains engineer or owner approval for equipment substitution, the
contractor shall, at his own expense, make all resulting changes to the enclosures, buildings, piping
or electrical systems as required to accommodate the proposed equipment. Revised detail drawings
illustrating the substituted equipment shall be submitted to the engineer or owner prior to
acceptance.
F. It will be assumed that if the cost to the contractor is less for the proposed substitution, then the
contract price shall be reduced by an amount equal to the savings.
2.02 CHEMICAL FEED SYSTEMS DESCRIPTION
A. Sodium Hypochlorite Feed System - 330 gallon poly totes with feed pumps.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Contractor shall off-load equipment at installation site using equipment of sufficient size and design
to prevent injury or damage. Immediately after off-loading, contractor shall inspect all chemical feed
equipment and appurtenances for shipping damage or missing parts. Any damage or discrepancy
shall be noted in written claim with shipper prior to accepting delivery. Validate all equipment serial
numbers and parts lists with shipping documentation. Notify the manufacturer's representative of
any unacceptable conditions noted with shipper.
3.02 INSTALLATION
A. Install, level, align, and/or lubricate all chemical feed system components as indicated on project
drawings. Installation must be in accordance with written instructions supplied by the chemical feed
system equipment supplier at time of delivery.
B. Fasteners at all pipe connections must be tight. Install pipe with supports and thrust blocks to prevent
strain and vibration on chemical feed piping. Install and secure all service lines (level controls, wash
water lines) as required.
C. Check motor and control data plates for compatibility to site voltage. Install and test the ground prior
to connecting line voltage to control panel.
D. Prior to applying electrical power to any motors or control equipment, check all wiring for tight
connection. Verify that protective devices (fuses and circuit breakers) conform to project design
documents. Manually operate circuit breakers and switches to ensure operation without binding.
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Pilgrim's Pride Corporation Page 3 of 3
Sanford, NC Chlorination System Conversion
Open all circuit breakers and disconnects before connecting utility power. Verify line voltage, phase
sequence and ground before actual start-up.
3.03 FIELD QUALITY CONTROL AND SERVICE
A. Operational Test
1. Prior to acceptance by owner, an operational test of all chemical feed equipment and control
systems shall be conducted to determine if the installed equipment meets the purpose and
intent of the specifications. Tests shall demonstrate that all equipment is electrically,
mechanically, structurally, and otherwise acceptable, it is safe and in optimum working
condition, and conforms to the specified operating characteristics.
2. A factory -authorized service representative shall perform the following:
a. After the pumps have been completely installed, conduct such tests as are necessary to
indicate that pump efficiency and discharge conform to the Specifications. Field tests shall
be performed on all pumps furnished under this Section. Supply all electric power, labor
and water and auxiliary equipment required to complete the field tests.
b. If the pump performance does not meet the Specifications, corrective measures shall be
taken, or pumps shall be removed and replaced with pumps which satisfy the conditions
specified.
c. Any component parts which are damaged as a result of testing or which fail to meet
the requirements of these Specifications shall be replaced, reinstalled and retested at the
Contractor's expense.
d. Chemical tubing is suitable for chemical being handled (chemical resistance).
e. Chemical tubing installed in conduit and conduit sloped to drain to low point away from
personnel work areas.
PART 4 MANUFACTURER'S LITERATURE AND DOCUMENTATION — See attached material regarding
the specified chemical feed systems.
END OF SECTION
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Prepared by WHEE, Inc. Technical Specifications
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Chlorination Conversion Engineering Report
pilgrims TW
Pilgrim's Pride Corporation
Sanford, NC Wastewater Irrigation System
Wastewater Irrigation System Permit: WQ0014565
December 29, 2023
Prepared by:
Woodruff and Howe Environmental Engineering, Inc.
4405 Canton Highway, Suite 100
Cumming, Georgia 30040
Wh I Irol IP16
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WOODRUFF&HOWE
ENVIRONMENTAL ENGINEERING, INC.
1�, A i� ! /,3� %, Steven Woodruff, P.E. 022771
COA No. C-2541
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Page 1 of 8

Section One: Introduction
Pilgrim's operates a poultry processing plant in Sanford, North Carolina and has been issued a
Wastewater Irrigation System Permit (Permit No. WQ0014565) for the treatment and disposal of
up to 400,000 gallons/day of pretreated domestic and industrial wastewater. The treatment system
includes:
• A 10,000 gallon septic tank receiving domestic wastewater;
• A 1.3 million gallon (MG) clay -lined aerated treatment lagoon;
• A 10 pound per day gas chlorinator;
• A 3,200 gallon chlorine contact basin;
• A 3.9 MG clay -lined holding pond; and
• An 81.4 acre spray irrigation area.
For safety concerns related to chlorine gas, Pilgrim's is planning to replace the existing gas
chlorination system with a liquid system (i.e., 12.5% sodium hypochlorite solution chemical feed).
These changes are considered a minor permit modification.
As part of this project, two (2) new chemical feed pumps, associated piping, and a concrete
containment pad will be installed south of the aerated lagoon. Under normal operating conditions,
one chemical feed pump will be used to supply sodium hypochlorite solution to the existing
chlorine contact chamber diffuser line. The other pump is provided as backup in the event of a
pump failure. These pumps will be housed in the existing chlorination building that will be
relocated to within the containment pad. In addition to the relocated chlorination building, the
containment pad will provide room for the storage of two (2) hard -top 330-gallon tote containment
systems. Flexible suction hosing and a weighted foot valve will be utilized to pump from the in -
use tote to the chlorine contact chamber. Another tote will be placed for staging, as needed. A
ramp is provided in the slab for forklift access used for tote change -outs. The containment pad will
provide passive drainage via gravity to the holding lagoon. In addition to the containment pad,
double walled piping will be provided for the sodium hypochlorite feed line to the contact chamber.
This design is such that secondary containment is provided to chemical storage and piping via
drainage to the holding lagoon or hard -top 330-gallon tote containment systems.
Page 2 of 8

Section Two: Scope of Installation
1. Earthwork necessary for the installation of the concrete containment pad.
2. Installation of the containment pad drainage pipe to the holding lagoon.
3. Rebar placement and pouring of the concrete containment pad, associated curbing, and
building pedestal pad.
4. Installation of new reuse water piping connection to bypass existing chlorine gas feed
building.
5. Relocation of the existing, prefabricated chlorination building to new concrete containment
pad. Electric service for the new building location to be provided during relocation.
6. Abandonment and/or removal of bypassed reuse water piping.
7. Installation of underground and aboveground piping and hosing for sodium hypochlorite
feed from prefabricated chlorination building to the chlorine contact chamber.
8. Installation of injection quill assembly into existing contact chamber diffusor piping.
9. Installation of the two (2) chemical feed pump skids and ancillary chemical feed systems
provided by Polytec,Inc.
10. Final testing and system check prior to placing into full service.
For more detailed design and specification information, see accompanying drawings.
Page 3 of 8

Section Three: Engineering Calculations
• Design peak flow: 88,500 GPD (32,300 GPD * 1.5 sanitary peak flow + 40,000 GPD from
chiller)
• Chlorine contact chamber volume (12'x9'x4'): 3,200 gallons
• Chlorine contact time: 52 minutes (design should be 30 min at minimum)
• Design C12 concentration: 25 ppm
• Design sodium hypochlorite concentration/strength: 12.5%
• Gallons of sodium hypochlorite solution per day: 14.75 GPD
• Pump flow rate typical setpoint: 0.615 gallons/hr = 1.31 oz/minute
Page 4 of 8

Section Four: Chlorination System Operation and Maintenance
Plan
4.1 Process Control and Management Description
The Pilgrim's chlorination system consists of the following components:
• Containment pad
• Chlorination building
o Electrical
o Ventilation
o C12 alarm system
• Two 15.9 GPH Prominent Metering Pump skids (and associated valving)
• Flexible suction hosing with weighted foot valve and strainer
• Injector quill assembly
• Reuse water piping and chlorine diffusor
Sodium hypochlorite storage, staging, and pumping take place within the containment pad that
passively drains to the holding lagoon. In addition, pump discharge hosing to the chlorine contact
chamber is provided with double -walled pipe that drains into either the containment pad or into
the contact chamber itself. Pumping is conducted directly out of 330-gallon plastic totes to be
stored in hard -top containment systems. The concrete containment pad provides adequate space
for two containment systems and totes to be stored, and at the design flow rate of 14.75 gallons/day,
this allows for approximately 45 days of storage. Additional storage areas around the wastewater
treatment plant are provided and may be used, as needed. However, it should be noted that sodium
hypochlorite degrades over time and stored not be stored in direct sunlight. In general, it is
recommended to minimize storage time as much as possible while maintaining enough inventory
to last at least double the expected chemical lead time (minimize storage times to 3 months or
less).
Flexible suction tubing is provided outside of the chlorination building. When changing out
chemical totes, this tubing is manually moved from the used tote and to the new tote. Be sure to
don proper PPE when handling suction tubing and other equipment, piping, and materials that may
contain sodium hypochlorite. The suction tubing is equipped with weighted foot valve and strainer
that should be placed inside the new tote. Ensure proper operation of strainer and foot valve prior
to placing inside new tote. Dirt and other debris may cause pump damage. In addition, isolation
ball valves have been provided for the pumps, calibration drawdown, and various piping sections.
Prior to operating the pump, ensure valves are set appropriately, including at the injector quill
assembly located at the contact chamber. Relief valves have been installed on the pump discharge
connections to prevent over pressurization and equipment or pipe/hosing failures. In general, the
relief valves should be set to approximately 130 PSI.
Calibration should be checked prior to full pump operation. A 1,000 mL drawdown has been
provided to assist in manual pump setpoint and calibration. Actual pump flowrate may be
determined by measuring the amount of chemical pumped from the drawdown by the amount of
Page 5 of 8

time pumped. However, this should be adjusted as needed for changes in flow, influent pH, or for
elevated fecal results. In general, it is recommended to target a total residual chlorine of > 0.5
mg/L.
4.2 Maintenance Instructions
Be sure to follow all lock out/tag out procedures before conducting maintenance on
equipment. Make sure to turn off electrical power and/or make appropriate electrical
disconnections to the equipmentlunit as applicable.
Recommended
Frequency
Maintenance Item
12.5% Sodium Hypochlorite Feed S stem
Prior to entry
Check C12 alarm/sensor to ensure safe atmosphere and for proper building
ventilation.
Daily
Check sodium hypochlorite tote level and for system leaks.
Daily
Check general pump condition (unusual noises, leaks, vibrations, etc.).
Daily
Check hosing and valving for any leak or damage.
Daily
Check for proper operation of relief valve.
As required
Check for frozen line (freezing point for sodium hypochlorite solution is Z7.5 OF)
Weekly
Check that the flow setpoint is operating correctly. (Monitor chemical used over
time).
Monthly
Check for proper operation of C12 alarm.
Quarterly
Check gear drive oil level, leak -tightness, dosing head screws, diaphragm rupture
sensor (as applicable), and all electrical components for proper placement,
operation, and any dust or other solids that may hinder proper pump operation.
Semi-annually
Check gear ring element of coupling.
Annually
Valves should be inspected and cleaned.
Annually
Re -grease motor bearings (as applicable).
Maintenance records should be kept for each piece of equipment/system. The equipment and
maintenance actions herein are not meant to be exhaustive in scope, but rather used as a guideline.
Refer to equipment manufacturer documentation for more maintenance and troubleshooting
information.
Page 6 of 8

4.3 Safety Instructions
Safety is everyone's job. Think Safety First! Safety hazards exist in any environment. Being
aware of these hazards is the first step to good safety.
All equipment has specific warnings and safety related information that pertains to it.
Implement all Pilgrim's health and safety programs as required.
General Safety Considerations
• Keep hands free from moving parts such as pumps, etc.
• Do not enter confined spaces without proper authorization.
• Observe all local safety codes and OSHA regulations. If you have any questions, talk to
the Pilgrim's Safety Manager.
• Read all equipment instruction manuals before operating equipment.
• Make sure all safety guards are in place to protect against bodily injury.
• Stop equipment, depressurize, and lock out before attempting to make a repair.
• Dress appropriately. Do not operate equipment while wearing jewelry, loose fitting
clothing, ties, or unprotected long hair
• Stay alert. Do not operate equipment under influence of medication, drugs, or alcohol.
• Use applicable PPE (e.g., chemical resistant gloves, chemical goggles and/or faceshield,
protective clothing, respiratory protection if elevated C12 detected in pump building).
Infectious Diseases
When working with wastewater, care must be taken to avoid unnecessary contact with raw
wastewater. Many pathogenic organisms can be found in raw wastewater. Some diseases that may
be found in raw wastewater include anthrax, tuberculosis, cholera, and polio. Gloves and eye
protection should be worn whenever working with raw wastewater or obtaining samples for
analysis. A habit of thoroughly washing ones hands before eating, smoking, or using the restroom
should be instituted. Whenever an individual has exposed themselves to a possible situation where
contact may have occurred, one should assume that contamination may have occurred and act
appropriately. For example, clothes worn on the job site should be changed before interacting with
one's home environment and coveralls or uniforms should be utilized for extended work.
Hazardous Chemicals and Gases
Hazards of chemicals and gases are present in the form of toxicity, corrosivity, and oxygen
deficiency. Employees working handling the chemicals or working on systems associated with the
chemicals should be trained on the associated hazards, the proper spill cleanup procedures, and the
locations of emergency equipment such as eyewash stations and showers. In addition, many gases
can cause an oxygen deficiency and, therefore, asphyxiation. All hazardous and toxic chemicals
should remain properly labeled and an updated SDS be kept onsite for all chemicals.
Page 7 of 8

Sodium hypochlorite poses various health and safety hazards such as skin corrosion, respiratory
irritation. Prior to handling, ensure appropriate PPE is being used and area ventilation is provided.
Electrical Shock
Electrical shock can cause serious injury. Never attempt to repair electrical equipment unless you
are qualified to do so. Ordinary 120-volt electricity may be fatal, and 12 volts, on good contact
may cause serious injury. Always lock out equipment when work is to be performed and never
remove a lock out someone else has installed. For the safety of all personnel, each facility should
include a section of electrical hazards and procedures to follow when working on electrical
systems.
C" i
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Page 8 of 8

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Existing Permit

ROY COOPER
Governor
MCHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
September 11, 2019
3AMAL MOHAM MD — COMPLEX MANAGER
PILGRIM'S PRIDE CORPORATION
484 ZIMMERMAN ROAD
SANFORD, NORTH CAROLINA 27330
Subject: Permit No. WQ0014565
Correction
Pilgrim's Pride — Sanford
WWTF
Wastewater Irrigation System
Lee County
Dear Mr. Mohammed:
In accordance with an oral request received September 11, 2019 from Robert T. Branch, we are
forwarding herewith a corrected Attachment A of Permit No. WQ0014565 issued August 16, 2019.
The corrections to the subject permit are as follows:
1. The measurement frequency for Total Residual Chlorine (50060) and pH (00400) has been
changed from Per Event to Weekly.
2. The sample type for Total Nitrogen (00600) has changed from Grab to Calculated.
Please replace Attachment A of Permit No. WQ0014565 issued August 16, 2019 with the
enclosed corrected Attachment A.
If you need additional information concerning this permit correction, please contact Nathaniel
Thornburg at [phone] or nathaniel.thombur-, iL- ncdenr.t4ov.
Sincerely,
A
-mda Culpepper, Director
U Division of Water Resources
Enclosure
cc: Lee County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Robert T. Branch — Branch Residuals & Soils, LLC (Electronic Copy)
Beth Buffington — Protection and Enforcement Branch (Electronic Copy)
Digital Permit Archive WQ0014565 (Electronic Copy)
Central Files
^� North Carolina Department ;,f Environmental Quality Division of Water Resources
Q�> 512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

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ROY COOPER
Governor
MICHAEL S. REGAN
secretary
LINDA CULPEPPER
Director
JAMAL MOHAMMED — COMPLEX MANAGER
PILGRIM'S PRIDE CORPORATION
494 ZimNmRMAN ROAD
SANFORD, NORTH CAROLINA 27330
Dear Mr. Mohammed:
NORTH CAROLINA
Emlronmental Quallry
August 16, 2019
Subject: Permit No. WQ0014565
Pilgrim's Pride — Sanford
WWTF
Wastewater Irrigation System
Lee County
In accordance with your permit renewal request received February 6, 2019, and subsequent
additional information received June 4, 2019, we are forwarding herewith Permit No. WQ0014565 dated
August 16, 2019, to Pilgrim's Pride Corporation for the continued operation of the subject wastewater
treatment and irrigation facilities.
This permit shall be effective from the date of issuance through October 31, 2025, shall void Permit
No. WQ0014565 issued May 1, 2014, and shall be subject to the conditions and limitations therein. The
Permittee shall submit a renewal application no later than May 4, 2025.
Please pay attention to the monitoring requirements listed Attachments A, B, and C for they may
differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information shall result in future compliance problems.
The Division has removed the following permit conditions since the last permit issuance dated
May 1, 2014:
➢ Old Condition VI.2. — This condition has been removed because the permit is not voidable.
➢ Old Condition VI.10. —This condition has been replaced.
The following permit conditions are new since the last permit issuance dated May 1, 2014:
➢ Condition 11I.16. — Metering equipment shall be tested and calibrated annually.
➢ Condition IV.9. — The maintenance log shall include date of irrigation equipment calibration.
➢ Condition VI.10. — This permit shall not be renewed if the Permittee or any affiliation has not
paid the required annual fee.
➢ Attachment A — Chloride, Total Residual Chlorine, Total Nitrate, Total Nitrogen, Total
Phosphorus, and Total Dissolved Solids have been added, and Total Nitrate + Nitrite has been
removed.
North Carolina Department of Environmental Quaitty I Division of Water Resources
e:!5:�DEQ5 512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617
919.707.9000

.Mr. damal Mohammed
August 16, 2019
Page 2 of 2
➢ Attachment C — Phosphorus has been added.
If any parts, requirements, or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter I SOB of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.
If you need additional information concerning this permit, please contact Tessa Monday at (919)
707-3660 or tessa.mondaNQncdenr.g�ov.
Sincerely,
r
mda Culpepper, Director.
Division of Water Resources
cc: Lee County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

I.
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes ofNorth Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Pilgrim's Pride Corporation
Lee County
FOR TI4E
continued operation of a 400,000 gallon per day (GPD) domestic and industrial wastewater treatment and
irrigation facility consisting of:
a 10,000 gallon septic tank receiving domestic wastewater; a diversion structure; a 1.3 million gallon (MG)
clay -lined aerated treatment lagoon with two 20 horsepower (hp) mechanical surface aerators; a 10 pound
per day gas chlorinator; a 1,000 gallon chlorine contact chamber to disinfect the domestic wastewater; a 3.9
MG clay -lined holding pond into which both domestic and industrial wastewater effluent (from facilities
permitted under Permit No. NC0072575) are conveyed and mixed; an 81.4 acre spray irrigation area; and
all associated piping, valves, controls, and appurtenances
to serve the Pilgrim's Pride — Sanford WWTF, with no discharge of wastes to surface waters, pursuant to
the application received February 6, 2019, subsequent additional information received June 4, 2019, and in
conformity with the Division -approved plans and specifications considered a part of this permit.
This permit shall be effective from the date of issuance through October 31, 2025, shall void Permit No.
WQ0014565 issued May 1, 2014, and shall be subject to the following conditions and limitations:
1. The Permittee shall request renewal of this permit on Division -approved forms no later than May 4,
2025. [15A NCAC 02T .0105(b), 02T .0109]
U. PERFORMANCE STANDARDS
1. The Permittee shall maintain and operate the subject non -discharge facilities so there is no discharge to
surface waters, nor any contravention of groundwater or surface water standards. In the event the
facilities fail to perform satisfactorily, including the creation of nuisance conditions due to improper
operation and maintenance, or failure of the irrigation areas to assimilate the effluent, the Permittee
shall take immediate corrective actions, including Division required actions, such as the construction
of additional or replacement wastewater treatment or disposal facilities. [15A NCAC 02T
.0108(b)(1)(A)]
WQ0014565 Version 5.0 Shell Version 181105 Pagel of9

2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A)]
3. Groundwater monitoring wells shall be constructed in accordance with 15A NCAC 02C .0108
(Standards of Construction for Wells Other than Water Supply), and any other jurisdictional laws and
regulations pertaining to well construction. [15A NCAC 02C .0108]
4. Effluent quality shall not exceed the limitations specified in Attachment A. [15A NCAC 02T
.0108(b)(1)(A)]
5. Application rates, whether hydraulic, nutrient, or other pollutant, shall not exceed those specified in
Attachment B. [15A NCAC 02T .0108(bx1XA)]
6. Wastewater irrigation fields permitted on or after December 30, 1983 have a compliance boundary that
is either 250 feet from the wastewater irrigation area, or 50 feet within the property boundary,
whichever is closest to the wastewater irrigation area. Any exceedance of groundwater standards at or
beyond the compliance boundary shall require corrective action. Division -approved relocation of the
compliance boundary shall be noted in Attachment B. Multiple contiguous properties under common
ownership and permitted for use as a disposal system shall be treated as a single property with regard
to determination of a compliance boundary. [15A NCAC 02L .0106(d)(2), 02L .0107(b), 02T .0105(h),
G.S. 143-215.1(i), G.S. 143-215.1(k)]
7. The review boundary is midway between the compliance boundary and the wastewater irrigation area.
Any exceedance of groundwater standards at or beyond the review boundary shall require preventative
action. [15A NCAC 02L .0106(d)(1), 02L .0108]
8. The Permittee shall. apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary (i.e., parcel subdivision). [15A NCAC
02L .0107(c)]
9. No wells, excluding Division -approved monitoring wells, shall be constructed within the compliance
boundary except as provided for in 15A NCAC 02L .0107(g). [15A NCAC 02L .0107]
10. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the Lee
County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance boundary
for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[15ANCAC 02L .0107(f)]
WQ0014565 Version 5.0 Shell Version 181105 Page 2 of 9

11. The facilities herein were permitted per the following setbacks:
a. The irrigation sites were originally permitted May 20, 1998. The setbacks for spray irrigation sites
originally permitted or modified from February 1, 1993 to August 31, 2006 are as follows (all
distances in feet):
i. Each habitable residence or place of assembly under separate ownership:
4001
ii. Each private or public water supply source:
100
iii. Surface waters:
100
iv. Groundwater lowering ditches:
100
v. Surface water diversions (upslope):
100
vi. Surface water diversions (downslope):
100
vii. Each well with exception of monitoring wells:
100
viii. Each property line:
1502
ix. Top of slope of embankments or cuts of two feet or more in vertical height:
15
x. Each water line:
10
xi. Each swimming pool:
100
xii. Public right of way:
50
xi.ii. Nitrification field:
20
xiv. Each building foundation or basement:
15
1 Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[15A NCAC 02H .02190)(5)]
b. The storage and treatment units were originally permitted May 20, 1998. The setbacks for storage
and treatment units originally permitted or modified from February 1, 1993 to August 31, 2006 are
as follows (all distances in feet):
i. Each habitable residence or place of assembly under separate ownership: 400 1
ii. Each private or public water supply source: 100
iii. Surface waters: 50
iv. Each well with exception of monitoring wells: 100
v. Each property line: 50 2
vi. Nitrification field: 20
1 Habitable residences or places of assembly under separate ownership constructed after the
facilities herein were originally permitted or subsequently modified are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[15ANCAC 02H .02190)(5)]
WQ0014565 Version 5.0 Shell Version 181105 Page 3 of 9

III, OPERATION AND MAINTENANCE REQUIREMENTS
1. The Permittee shall operate and maintain the subject facilities as a non -discharge system. [ 15A NCAC
02T .0500]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include operational
functions, maintenance schedules, safety measures, and a spill response plan. [15A NCAC 02T
.0507(a)]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a certified
operator in responsible charge (ORC), and one or more certified operators as back-up ORCs. The ORC
or their back-up shall operate and visit the facilities as required by the WPCSOCC. [ 15A NCAC 02T
.0117]
4. The Permittee shall maintain vegetative cover on the irrigation sites, such that crop health is optimal,
allows even effluent distribution, and allows inspection of the irrigation system. [15A NCAC 02T
.0507(b)]
5. The Permittee shall take measures to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B. [15A NCAC 02T .0507(c)]
6. The Permittee shall not irrigate treated effluent during inclement weather, or when the soil is in a
condition that will cause ponding or runoff. [15A NCAC 02T .0505(x)]
7. Irrigation equipment shall be tested and calibrated once per permit cycle. [15A NCAC 02T .0507(d)]
8. Only treated effluent from the Pilgrim's Pride - Sanford WWTF shall be irrigated on the sites listed in
Attachment B. [15A NCAC 02T .0501]
9. The Permittee shall not allow vehicles or heavy machinery on the irrigation area, except during
equipment installation or maintenance activities. [15A NCAC 02T .0507(c)]
10. The Permittee shall prohibit public access to the wastewater treatment, storage, and irrigation facilities.
[ISA NCAC 02T .0505(q)]
I t . The Permittee shall dispose or utilize generated residuals in a Division -approved manner. [ 15A NCAC
02T .0508, 02T .1100].
12. The Permittee shall not divert or bypass untreated or partially treated wastewater from the subject
facilities. [15A NCAC 02T .05050)]
13. Freeboard in the 1.3 MG aerated treatment lagoon and the 39 MG holding pond shall not be less than
eighteen inches at any time. [15A NCAC 02T .0505(d)]
14. Gauges to monitor waste levels in the 1.3 MG aerated treatment lagoon and the 3.9 MG holding pond
shall be provided. These gauges shall have readily visible permanent markings, at inch or tenth of a
foot increments, indicating the following elevations: maximum liquid level at the top of the temporary
liquid storage volume; minimum liquid level at the bottom of the temporary liquid storage volume; and
the lowest point on top of the dam. [15A NCAC 02T .0507(f)]
15. A protective vegetative cover shall be established and maintained on all berms, pipe runs, erosion
control areas, surface water diversions, and earthen embankments (i.e., outside toe of embankment to
maximum allowable temporary storage elevation on the inside of the embankment). Trees, shrubs, and
other woody vegetation shall not be allowed to grow on the earthen dikes or embankments. Earthen
embankments shall be kept mowed or otherwise controlled and accessible. [15A NCAC 02T .0507(g)]
WQ0014565 Version 5.0 Shell Version 181105 Page 4 of 9

16. Metering equipment shall be tested and calibrated annually. [15A NCAC 02T .0507(d)]
IV. MONITORING AND REPORTING REQUIREMENTS
The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
facility's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. A Division -certified laboratory shall conduct all analyses for the required effluent, groundwater, and
surface water parameters. [15A NCAC 02H .0800]
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR. Facilities with a permitted flow less than 10,000 GPD may estimate their
flow from water usage records provided the water source is metered. [15A NCAC 02T .0105(k), 02T
.0108(c)]
4. The Permittee shall monitor the treated effluent at the frequencies and locations for the parameters
specified in Attachment A. [15A NCAC 02T .0108(c)]
5. The Permittee shall maintain records tracking the amount of effluent irrigated. These records shall
include the following information for each irrigation site listed in Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
e. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited .in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
[15A NCAC 02T .0108(c)]
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the 1.3 MG aerated treatment
lagoon and the 3.9 MG holding pond shall be measured to the nearest inch or tenth of a foot, and
recorded weekly. Weekly freeboard records shall be maintained for five years, and shall be made
available to the Division upon request. [15A NCAC 02T .0108(c)]
7. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.6.) on Form NDAR-1 for every site in Attachment B shall be submitted on or before the last day of
the following -month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(1)]
WQ0014565 Version 5.0 Shell Version 181105 Page 5 of 9

The Permittee shall maintain a record of all residuals removed from this facility. This record shall be
maintained for five years, and shall be made available to the Division upon request. This record shall
include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15A NCAC 02T .0508(b)]
9. A maintenance log shall be kept at this facility. This log shall be maintained for five years, and shall
be made available to the Division upon request. This log shall include:
a. Date of flow measurement device calibration;
b. Date of irrigation equipment calibration;
c. Visual observations of the plant and plant site; and
d. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections
and cleanings, etc.).
[ 15A NCAC 02T .0507(h)]
10. Monitoring wells MW-1, MW-2, MW-3, MW-4, and MW-6 shall be sampled at the frequencies and
for the parameters specified in Attachment C. All mapping_ well construction forms, well abandonment
forms and monitoring data shall refer to the permit number and the well nomenclature as provided in
Attachment C and Figure 1. [15A NCAC 02T .0105(m)]
11. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-59)
shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(m)]
12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. These results shall be maintained at the facility for five
years, and shall be made available to the Division upon request. Each Standard Soil Fertility Analysis
shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Manganese
Potassium
r
Calcium
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
i Copper
pH
[15A NCAC 02T .0108(c)]
WQ0014565 Version 5.0 Shell Version 181105 Page 6 of 9

13. Noncompliance Notification:
The Permittee shall report to the Raleigh Regional Office, telephone number (919) 791 A200, within
24 hours of first knowledge of the following.
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate wastewater treatment.
c. Any facility failure resulting in a discharge to surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the irrigation sites.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Raleigh Regional Office within five days
of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to ensure
the problem does not recur. [15A NCAC 02T .0108(b)(1)(A)]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the wastewater
treatment and irrigation facilities. [15A NCAC 02T .0507(i)]
2. The Permittee shall inspect the wastewater treatment and irrigation facilities to prevent malfunctions,
facility deterioration, and operator errors that may result in discharges of wastes to the environment,
threats to human health, or public nuisances. The Permittee shall maintain an inspection log that
includes the date and time of inspection, observations made, and maintenance, repairs, or corrective
actions taken. The Permittee shall maintain this inspection log for a period of five years from the date
of the inspection, and this log shall be made available to the Division upon request. [15A NCAC 02T
.0507(h), 02T .0507(i)]
3. Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the wastewater treatment and irrigation facilities permitted herein
at any reasonable time for determining compliance with this permit. Division authorized
representatives may inspect or copy records maintained under the terms and conditions of this permit,
and may collect groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
WQ0014565 Version 5.0 Shell Version 181105 Page 7 of 9

VI. GENERAL CONDITIONS
l . Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.6B, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [15A
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
5. If the permitted facilities change ownership, or the Permittee changes their name, the Permittee shall
submit a permit modification request on Division -approved forms. The Permittee shall comply with
all terms and conditions of this permit until the permit is transferred to the successor -owner. [G.S. 143-
215.1(d3)]
6. The Permittee shall retain a set of Division -approved plans and specifications for the life of the facilities
permitted herein. [15ANCAC 02T .0105(o)]
7. The Permittee shall maintain this permit until the proper closure of all facilities permitted herein, or
until the facilities permitted herein are permitted by another authority. [15A NCAC 02T .01050)]
8. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02T;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv, to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[15A NCAC 02T .0110]
WQ0014565 Version 5.0 Shell Version 181105 Page 8 of 9

9. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.613, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Pernttee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[15A NCAC 02T .0120(b), 02T .0120(d)]
10. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[15A NCAC 02T .0120(c)]
Permit issued this the 16'' day of August 2019
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Linda Culpepper, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0014565
WQ0014565 Version 5.0 Shell Version 181105 Page 9 of 9

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CHLORINATION SYSTEM CONVERSION
WASTEWATER IRRIGATION SYSTEM PERMIT N0. WQ0014565
PILGRIM'S PRIDE CORPORATION
SANFORD POULTRY PROCESSING PLANT
484 ZIMMERMAN ROAD
SANFORD, NORTH CAROLINA 27330
North
8
Carolinano
mem
CAUTION
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S
CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT
SHOWN ON THESE PLANS. THE PREPARER ASSUMES NO
RESPONSIBILITY FOR THE LOCATIONS SHOWN, AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE WORK.
ALL DAMAGE MADE TO EXISTING UTILITIES BY THE CONTRACTOR
SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
DESIGN NOTE; THESE PLANS EXCLUDE ELECTRICAL DESIGN AS THE
ELECTRICAL REQUIREMENTS FOR THIS PROJECT IS MINIMAL. CONTRACTOR
SHALL COORDINATE ELECTRICAL CONNECTIONS WITH OWNER AND THIRD
PARTY VENDOR(S).
DECEMBER 29, 2023
DESIGN ENGINEER
WH
WOODRUFF & HOWE
ENVIRONMENTAL ENGINEERING, INC.
4405 CANTON HWY, SUITE 100
CUMMING, GEORGIA 30040
TEL: [phone]
FAX: [phone]
CERTIFICATE OF AUTHORIZATION: C-2541
ISSUED FOR CONSTRUCTION
TABLE OF CONTENTS
C.0 COVER SHEET
C.1 PROJECT NOTES
C.2 PROCESS FLOW DIAGRAM
C.3 LAYOUT PLAN
C.4 PUMP STATION AND STORAGE
CONTAINMENT PAD DETAILS #1
C.5 PUMP STATION AND STORAGE
CONTAINMENT PAD DETAILS #2
C.6 SODIUM HYPOCHLORITE INJECTION DETAILS
C.7 CIVIL DETAILS
j o SITELTI
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GENERAL LOCATION MAP
TCIdI:

ISSUED FOR CONSTRUCTION
GENERAL CONSTRUCTION NOTES:
1. LAND DISTURBANCE FOR THIS PROJECT IS TO BE KEPT TO LESS THAN ONE ACRE.
2. THE CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE THE PROJECT SITE.
3. THE CONTRACTOR SHALL CONTACT THE ENGINEER ON ANY CONFLICTS, OMISSIONS, OR ERRORS IN
THESE PLANS ARISING DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THESE
DRAWINGS.
4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH HAS OCCURRED
BY HIS/HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES,
STRUCTURES, AND OTHER FEATURES AFFECTING HIS/HER WORK. ITEMS SHALL BE REPLACED WITH
THE SAME TYPE OF MATERIAL THAT WAS REMOVED OR DAMAGED DURING CONSTRUCTION OR AS
DIRECTED BY THE OWNER.
5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES AND PROCEDURES OF
CONSTRUCTION.
6. CONTRACTOR TO COORDINATE PIPE PENETRATIONS/CONNECTIONS ON EXISTING RE -USE PIPING
WITH PILGRIM'S PERSONNEL. FOLLOW ALL APPROPRIATE LOCK-OUT/TAG-OUT PROCEDURES.
7. REFER TO ACCOMPANYING ENGINEERING REPORT FOR DETAILED DESIGN PARAMETERS AND OTHER
DESIGN INFORMATION.
8. AFTER PROJECT COMPLETION, CONTRACTOR IS TO RE -SEED AND STRAW DISTURBED AREAS NOT
GRAVELED OR PAVED.
CONCRETE NOTES:
1. SUBGRADE SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. IT IS RECOMMENDED
THE CONTRACTOR PERFORM COMPACTION TESTING TO CONFIRM PROPER SUBGRADE PREPARATION
USING METHOD ASTM D1556, ASTM D2167, ASTM D2922, OR ASTM D3017.
2. ALL CONCRETE TO HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI.
3. CONCRETE MATERIALS MUST CONFORM TO THE FOLLOWING SPECIFICATIONS:
2.1 PORTLAND CEMENT: ASTM C15, TYPE I OF II
2.2 AGGREGATE (NORMAL WEIGHT): ASTM C33
4. REINFORCED CONCRETE SHOULD CONFORM TO THE LATEST EDITION OF ACI 318.
5. REINFORCING STEEL FOR ALL BARS SHALL CONFORM TO ASTM 615, GRADE 60.
6. PRIOR TO POURING CONCRETE FOUNDATIONS ATOP STONE, PLACE 10 MIL VAPOR BARRIER.
7. ALL BENDS SHALL BE A 90 DEGREE STANDARD HOOK AS DEFINED IN THE LATEST EDITION OF ACI 318.
B. STAGGER LAP SPLICES (FOR REBAR) 24", UNLESS OTHERWISE INDICATED.
9. CLEARANCE FOR REINFORCING BARS FROM FACE OF CONCRETE SHALL BE 2" MINIMUM, UNLESS
OTHERWISE INDICATED, EXCEPT WHEN IN CONTACT WITH EARTH THE CLEARANCE SHALL BE 3" MINIMUM.
10. REVIEW CONCRETE BATCH TICKETS AND VERIFY COMPLIANCE WITH APPROVED MIX DESIGN.
11.SEAL CONCRETE JOINTS (I.E., BETWEEN CURB AND SLAB) WITH POLYURETHANE SEALANT TO PREVENT
WATER INTRUSION.
OPERATION/DESIGN NOTES:
1. IF PILGRIM'S ANTICIPATES CHANGING/MOVING SODIUM HYPOCHLORITE TOTES WHEN DARK,
PILGRIM'S SHOULD CONSIDER ADDING EXTERIOR LIGHTING AROUND NEW SODIUM HYDROXIDE
STORAGE PAD.
2. SODIUM HYDROXIDE TOTES SHOULD NOT BE STORED OUTDOORS IN DIRECT SUNLIGHT OR STORED
ONSITE LONGER THAN 3 MONTHS AS PRODUCT DEGRADATION WILL OCCUR.
NEW RE -USE WATER CONNECTION PIPE TESTING PROCEDURES:
UPON COMPLETION OF INSTALLATION, PRESSURE TEST ALL PIPING IN ACCORDANCE WITH AWWA C605
(PVC) TO THE TEST PRESSURE EQUAL TO THE WORKING PRESSURE OF THE SYSTEM.
TEST PRESSURE SHOULD NOT EXCEED DESIGN PRESSURE FOR PIPE, APPURTENANCES, OR THRUST
RESTRAINTS, UNLESS APPROVED BY THE MANUFACTURER.
PRIOR TO TESTING, THE PIPE TO BE TESTED MUST BE SUFFICIENTLY BACKFILLED AND BRACED TO
PREVENT MOVEMENT WHILE UNDER TEST PRESSURE, JOINT RESTRAINT AT FITTINGS (I.E., THRUST
BLOCKING) SHALL BE PERMANENT AND CONSTRUCTED TO WITHSTAND TEST PRESSURE. ALLOW
SUFFICIENT TIME FOR CONCRETE TO CURE BEFORE TESTING, AND TEST ENDS SHOULD BE RESTRAINED
TO WITHSTAND THE APPRECIABLE THRUSTS THAT ARE DEVELOPED UNDER TEST PRESSURE.
WHERE POSSIBLE, BOLTED FLEXIBLE JOINTS SHOULD BE LEFT UNCOVERED UNTIL THE HYDRO TEST IS
COMPLETE. THE LINE SHALL BE VENTED AND CARE SHALL BE TAKEN TO ENSURE THAT ALL AIR IN THE
LINE ESCAPES DURING THE FILLING OPERATION. THE LINE SHALL BE FILLED SLOWLY TO PREVENT
WATER HAMMER. FLOW VELOCITY DURING LINE FILLING SHALL NOT EXCEED 1 FT/S. UPON COMPLETION
OF FILLING WITH WATER, THE HYDROSTATIC TEST SHALL LAST AT LEAST 2 HOURS.
EXAMINATION: ANY EXPOSED PIPE, FITTINGS, VALVES AND JOINTS SHALL BE EXAMINED CAREFULLY
DURING THE TEST. IN ADDITION, THE ENTIRE LENGTH OF THE PIPELINE SHALL BE EXAMINED FOR
MOVEMENT, DEFECTS AND LEAKS THAT MAY APPEAR AT THE SURFACE. ANY REVEALED DAMAGE OR
DEFECTIVE PIPE, FITTINGS, VALVES OR JOINTS SHALL BE REPAIRED OR REPLACED WITH SOUND
MATERIAL, AND THE TEST SHALL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED.
ALLOWABLE MAKEUP WATER: MAKEUP WATER SHALL BE DEFINED AS THE QUANTITY OF WATER THAT
MUST BE SUPPLIED INTO THE NEWLY LAID PIPE OR ANY VALVED SECTION THEREOF TO MAINTAIN
PRESSURE WITHIN 5 PSI OF THE SPECIFIED TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH
WATER AND THE AIR HAS BEEN EXPELLED. MAKEUP WATER SHALL NOT BE MEASURED BY A DROP IN
PRESSURE IN A TEST SECTION OVER A PERIOD OF TIME. THE ALLOWABLE MAKEUP WATER SHALL BE AS
FOLLOWS:
L = (ND*(P)-0.5)/(7,400)
WHERE
L = TESTING ALLOWANCE, GAL/HR
N = NUMBER OF JOINTS IN THE TESTED LINE
D = NOMINAL DIAMETER OF PIPE, IN
P = AVERAGE TEST PRESSURE, PSI
VALVE SEAT LEAKAGE: WHEN TESTING AGAINST CLOSED VALVES, MAKEUP WATER PER CLOSED VALVE OF
0.0078 GAL/HR/IN OF NOMINAL VALVE SIZE SHALL BE ALLOWED. THIS IS IN ADDITION TO THE MAKEUP
WATER. WHEN TESTING AGAINST EXISTING VALVES IS NECESSARY, SOME LEAKAGE CAN BE EXPECTED
AND SHOULD NOT BE THE SOLE BASIS FOR REJECTION.
ACCEPTANCE OF INSTALLATION: ACCEPTANCE SHALL BE DETERMINED ON THE BASIS OF THE HYDRO
TEST. IF ANY TEST OF LAID PIPE REQUIRES MAKEUP WATER GREATER THAN THAT SPECIFIED, REPAIRS OR
REPLACEMENTS SHALL BE ACCOMPLISHED AND THE PIPE RETESTED. ALL VISIBLE LEAKS SHALL BE
REPAIRED REGARDLESS OF THE AMOUNT OF LEAKAGE.
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DRAWN BY.
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DATE
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12/29/23

SSUED FOR CONSTRUCTION
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NOTES:
1. THIS PROCESS FLOW DIAGRAM IS FOR PERMITTING ONLY. _ KJC SRW
2. NO CHANGES ARE PROPOSED TO THE EXISTING SYSTEMS WITH THE EXCEPTION OF � t4 L L �- �' 4 t SCALE SHEET
CHANGING THE METHOD OF CHLORINE ADDITION.
N.T.S. C.2
DATE REV
12/29/23

ISSUED FOR CONSTRUCTION
EXISTING IRRIGATION PUMP
HOUSE
WASTEWATER
OFFICE
BUILDIN
AERATION
LAGOON
(1.3 MG)
NEW SODIUM HYPOCHLORITE
PUMP AND STORAGE
CONTAINMENT PAD. SEE C.4
AND C.5 FOR DETAILS.
NOTES:
1. THE GENERAL TOPOGRAPHIC INFO AND DRAINAGE FLOW DIRECTIONS SHOWN
HEREON WAS OBTAINED FROM ON -SITE OBSERVATIONS AND FROM NCONEMAP.GOV
AND IS NOT CERTIFIED AS CORRECT BY THIS ENGINEER. USERS OF THIS DATA DO SO
AT THEIR OWN RISK.
2. LOCATION OF EXISTING UNDERGROUND PIPING IS APPROXIMATE AND BASED ON
GOLD KIST DESIGN DRAWINGS DATED APRIL 2001. CONTRACTOR TO FIELD VERIFY
PIPING PRIOR TO MAKING CHANGES.
APPROXIMATE LOCATION OF UNDERGROUND SCH 80
"VC REUSE WATER LINE (CONTRACTOR TO FIELD
VERIFY).
EXISTING CHLORINE GAS PREFAB BUILDING (TO BE
RELOCATED) AND CONCRETE PAD. EXISTING
CHLORINE GAS FEED SYSTEM TO BE REMOVED.
___'�LNEW
BELOW -GRADE CONNECTION TO REUSE WATER
- APPROXIMATE LOCATION OF
LINE. CONTRACTOR TO DETERMINE THE
UNDERGROUND 3" SCH 80
FEASIBILITY AND LOCATION OF CONNECTION.
PVC REUSE WATER LINE
EXISTING ABOVEGROUND CONNECTIONS/PIPING IS
(CONTRACTOR TO VERIFY) TO
TO BE ABANDONED. NEW CONNECTION PIPING
CONTACT BASIN DIFFUSER.
SHALL BE OF THE SAME SIZE AND CLASS AS
EXISTING REUSE PIPING AND JOINTS SHALL BE
PROVIDED THRUST BLOCKING. SEE C.7 FOR
DETAILS. INSTALL MANUAL FLOW CONTROL VALVE
IF NOT CURRENTLY PRESENT IN REUSE LINE OR IF
>-(2) EXISTING 20 HP
REMOVED AS PART OF THE EXISTING CHLORINE GAS
MECHANICAL SURFACE
SYSTEM. COORDINATE WITH DESIGN ENGINEER AS
AERATORS
NEEDED PRIOR TO MAKING CONNECTION AND
INSTALLING FLOW CONTROL VALVE.
HOLDING LAGOON
(3.9 MGD)
EXISTING CONTACT BASIN
(3,200 GAL). SEE C.6 FOR
DETAILS.
NEW DOUBLE -WALLED SODIUM HYPOCHLORITE
DISCHARGE PIPING TO CONTACT BASIN. SEE
SHEET C.7 FOR PIPE BEDDING DETAILS.
NEW CONTAINMENT PAD DRAIN
PIPING TO LAGOON. SEE C.7
FOR PIPE BEDDING DETAILS.
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21-113
DRAWN BY. I CHECKED BY.
KJC I SRW
SCALE SHEET
1 "=60' C.3
DATE REV
12/29/23

ISSUED FOR CONSTRUCTION
NOTES:
1. REFER TO CONCRETE NOTES SHEET C.1.
2. RELIEF VALVE OVERFLOW TO BE PROVIDED WITH COMPATIBLE TUBING
TO DIRECT OVERFLOW INTO NEARBY TEMPORARY STORAGE CONTAINER (I.E.,
BUCKET, ETC.). RELIEF PRESSURE TO BE SET 1 BAR LOWER THAN MAXIMUM
OPERATING PRESSURE OR APPROXIMATELY 130 PSI.
3. ALL PIPING, TUBING, VALVES, FITTINGS, ETC. ARE TO BE MADE OF
MATERIAL COMPATIBLE WITH SODIUM HYPOCHLORITE. BALL VALVES SHALL
BE PROVIDED WITH THE CAPABILITY TO VENT OFF -GASSING OF SODIUM
HYPOCHLORITE.
4. PROVIDE ELECTRICAL INSTALLATION PER MANUFACTURER REQUIREMENTS
AND RECOMMENDATIONS AND INSTALL MOTOR PROTECTION SWITCHES AND
EMERGENCY CUT-OFFS.
5. DISCHARGE PIPING AND TUBING SHALL HAVE A WORKING PRESSURE OF
GREATER THAN 150 PSI.
CONCRETE CURB INSET
SCALE: N.T.S.
RELOCATED PREFAB BUILDING. BOLT
TO CONCRETE PAD AS REQUIRED AND
PROVIDE 110V ELECTRICAL POWER TO
BUILDING. RECOMMEND PROVIDING
AT LEAST 2 GFCI DUPLEX OUTLETS
SUPPORT OUTER PIPE
WITH ROUTING CLAMPS
AS SHOWN
6" PEDESTAL PAD FOR
BUILDING (LEVEL)
NO. 4 REBAR BENT INTO
"L" - 6"X12", SPACED 12"
ON CENTER EACH WAY,
EXTEND 3" VERTICALLY
INTO PEDESTAL PAD
} " BALL VALVE.
SEE NOTE 3.
COMPRESSION FITTING/REDUCING —
BUSHING TRANSITION FROM PVC
TO �' HDPE TUBING
1" SCH 40 PVC OUTER PIPE W1­
PENETRATION THROUGH WALL,
CENTERLINE z6" BELOW ROOF
1,000 ML DRAW DOWN
PROVIDED BY POLYTEC
PROMINENT RELIEF VALVE TYPE DHV-UR M
(CONFIGURED FOR MANOMETER)
VERSION PVT OR SIMILAR. SEE NOTE 2,
15.9 GPH PROMINENT PUMP ---
MOUNTED TO SS STAND PROVIDED
BY POLYTEC WITH PTFE SEALS. }'
CONNECTIONS WITH REDUCING
BUSHINGS
} " BALL VALVE.
SEE NOTE 3.
HOSE/TUBE HOLDER
(TO BE PROVIDED
BY CONTRACTOR)
SUPPORT REBAR W/ 3"
CONCRETE BRICK,
SPACED Y O.C. MAX
330 GAL.
TOTE IN
COVERED
CONTAINMENT
6" THICK CONCRETE SLAB W/ NO. 4
REBAR DOWELS @ 12" O.C. EACH
WAY PLACED IN CENTER OF SLAB
ATOP 10 MIL VAPOR BARRIER.
SLOPE AS SHOWN IN PLAN VIEW.
1
WELL COMPACTED
SUBGRADE
4" DEPTH OF WELL COMPACTED
#57 STONE (j"-1" STONE)
1 PAD PUMP AND PIPE INSTALLATION_ SECTION VIEWS
C.4 SCALE: N.T.S.
} " BALL VALVE.
SEE NOTE 3.
} " SCH 80 PVC PIPING
(SUCTION AND DISCHARGE)
AND VALVING PROVIDED BY
POLYTEC COMPRESSION FITTING/REDUCING
BUSHING TRANSITION FROM PVC PIPING
TO }" UV -RESISTANT PVC SUCTION
TUBING AFTER WALL PENETRATION. 20'
l MIN TUBE LENGTH.
IBC HARD -TOP CONTAINMENT SYSTEMS FOR
SODIUM HYPOCHLORITE TOTES (TO BE
PROVIDED BY PILGRIM'S)
FOOTER:
TOP: (2) NO. 4 @ 12" O.C. CONTINUOUS.
BOTTOM: (2) NO. 5 @ 12" O.C. CONTINUOUS.
SPACING BETWEEN TOP & BOTTOM IS 9" O.C.
PVC (OR OTHER COMPATIBLE MATERIAL y
APPROVED BY DESIGN ENGINEER)
WEIGHTED FOOT VALVE WITH STRAINER
WITH COMPRESSION FITTING
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TOP OF CURB 2" ABOVE
EXTERIOR GRADE
LOCATION AND ELEVATION NOTE: PAD TO BE
LOCATED IN GENERAL VICINITY AS SHOWN ON
SHEET C.3. SLAB ELEVATIONS TO BE RELATIVE
TO EXISTING GRADE. CONTRACTOR SHALL SLOPE
EXTERIOR GROUND AREAS AROUND PAD FOR
POSITIVE DRAINAGE AWAY FROM NEW
CONCRETE CONTAINMENT PAD.
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JOB NO.
21-113
DRAWN BY.
CHECKED BY
KJC
SRW
SCALE
SHEET
N.T.S.
C.4
DATE
REV
12/29/23

SLOPE TO 4" BELOW GRADE
i,
FITTING/REDUCING BUSHING
_-_-_-_- TRANSITION FROM PVC _PIPING -
TO }" PVC SUCTION TUBING
AFTER WALL PENETRATION
330 GAL. TOTE
IN COVERED
CONTAINMENT
2x2" CHAMFER ON INSIDE
CORNERS
330 GAL. TOTE
IN COVERED
CONTAINMENT
ROUTING CLAMP AT
SUCTION PIPE MIDPOINT
6" CURB HEIGHT
(FROM TOP OF SLAB)
CHEMICAL RESISTANT,
NONSHRINK GROUT SHALL BE
PROVIDED AROUND PIPE
PENETRATION THROUGH
--- SLOPE;"/FT --
OSE/TUBE HOLDER
Lf BY BE PROVIDED -
BY CONTRACTOR)
L— — — — — — — — —
1 CONTAINMENT PAD LAYOUT VIEW
NOR-H C.5 SCALE: N.T.S.
SODIUM HYPOCHLORITE
FEED PIPING, 2' MINIMUM
DEPTH (TO TOP OF PIPE).
—2" CURB HEIGHT
(FROM TOP OF SLAB)
3" PVC DRAIN PIPE, 18"
INVERT DEPTH W/1%
SLOPE TO LAGOON.
FINAL INVERT AT
LAGOON SHOULD NOT
BE GREATER THAN 2'
FROM TOP OF LAGOON
BERM. LAY PIPE PRIOR
TO POURING CONCRETE.
RELOCATE EXISTING PREFAB
BUILDING. 5'WAPPROX
DIMENSIONS. VERIFY ACTUA
EXTENTS OF BUILDING PRIG!
TO POURING CONCRETE
PEDESTAL PAD. BOLT TO
PEDESTAL PAD.
EXTEND CONCRETE PEDESTAL
PAD 4" BEYOND BUILDING
EXTENTS
BOLT PUMP STANDS TO
PEDESTAL PAD
ISSUED FOR CONSTRUCTION
6" CONCRETE CURB. SEE TOP OF CURB 2" TOP OF SLAB/
ABOVE EXTERIOR GRADE OF CURB
INSET SHEET C.4. � SLOPE f"/FT � SLOPEE TO TO 4 4"
BELOW GRADE
4" DUMBBELL
WATERSTOP --------------- —
6" MINIMUM SLAB THICKNESS
S L AD SLOPE SECTION VIEW 5'-0"
C.5 SCALE: N.T.S.
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CONCRETE CURB. }" CHAMFER
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JOB NO.
21-113
DRAWN BY. CHECKED BY.
KJC SRW
SCALE SHEET
AS SHOWN C.5
DATE REV
12/29/23

FLOW
APPROXIMATE
FLOW PATH
2
C.6
CORE THROUGH CONCRETE
BASIN WALL (EXISTING) AT
TOP OF BAFFLE HEIGHT AND
SEAL WITH NONSHRINK
GROUT (ASTM C1107)
90 DEGREE ELBOW TO
ABOVEGROUND PIPING
1" SCH 40 PVC OUTER
PIPE (UNDERGROUND)
1 CONTACT BASIN LAYOUT VIEW
C.6 SCALE: N.T.S.
EXISTING CHLORINE SOLUTION PVC
LINE
EXISTING CONTACT
BASIN AND GATE VALVE
(NOT TO SCALE)
3" PVC SADDLE TEE (CLASS
200) WITH at'NPT THREADS.
FIELD VERIFY DIMENSIONS
OF EXISTING PIPE PRIOR TO
INSTALLATION. INSTALL AT
12 OR LESS HEIGHT FROM
TOP OF BASIN WALL
FLOW
ISSUED FOR CONSTRUCTION
-1" SODIUM HYPOCHLORITE INJECTION QUILL
ASSEMBLY W/ CHECK VALVE, 10 PSI
CRACKING PRESSURE, ISOLATION VALVE AND
COMPRESSION FITTING
1/2" ID HDPE DISCHARGE
TUBING (INSIDE PVC PIPE)
1" SCH 40 PVC
OUTER PIPE
2 CONTACT BASIN SECTION VIEW
C.6 SCALE: N.T.S.
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JOB NO.
21-113
DRAWN BY. CHECKEE
KJC I SRW
SCALE SHEET
AS SHOWN C.6
DATE REV
12/29/23
BY.

BEND PLAN
H/2 % H
CG('TIlIAI
TGG PI AM
DEAD-END PLAN
NOTES:
1) THRUST BLOCKS TO BE PROVIDED FOR ALL (FORCE MAINS) LIQUID
LINES 4" OR GREATER.
2) THRUST BLOCK DIMENSIONS ARE BASED ON THE FOLLOWING DESIGN
CRITERIA.
WORKING PRESSURE =150 PSI
SOIL BEARING CAPACITY = 2,000 PSF
SAFETY FACTOR = 1.5
THESE ARE THE MINIMUM DESIGN CRITERIA. IF ACTUAL WORKING PRESSURE
IS GREATER THAN 150 PSI OR IF ACTUAL SOIL BEARING CAPACITY IS LESS
THAN 2,000 PSF, DIMENSIONS SHALL BE RECALCULATED.
3) THRUST BLOCK CONCRETE SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 PSI.
4) THRUST BLOCK SHALL BEAR AGAINST UNDISTURBED SOIL.
5) A MINIMUM 10 MIL PLASTIC SHEET SHALL BE PLACED BETWEEN
CONCRETE AND PIPE.
6) IF APPLICABLE, ALL BOLTS SHALL REMAIN ACCESSIBLE. DO NOT
COVER WITH CONCRETE.
rl__
THRUST BLOCKS
"7 NOT TO SCALE
TEES AND DEAD -ENDS
PIPE
(IN)
D
DIM.
L
DIM.
H
DIM.
yy
DIM.
CONC.
V(YUD3)E
THRUST
(LBF)
4
0'-6"
2'-2"
1'-1"
10
0.04
4,072
6
0'-8"
3'-0"
1'-6"
1'-2"
0.12
8,413
8
1 0'-10"
3'-10"
V-11"
V-6"
0.25
14,473
10
1'-0"
4'-8"
2'-4"
V-10"
0.45
21,773
12
1'-2"
5'-8"
2'-10"
2'-3"
0.81
30,791
14
1'-4"
6'-6"
3'-3"
2'-7"
1.22
41,367
16
V-6"
7'-4"
3-8"
2'-11"
1.75
53,502
18
1'-8"
8'-2"
4'-1"
1 T-3"
2.37
67,122
90" BENDS
PIPE
DIA.
(IN)
D
DIM.
L
DIM.
H
DIM.
W
DIM.
OVOLUMELUME
(YD3)
THRUST
(LBF)
4
0'-6"
2'-6"
15
12
0.07
5,758
6
0'-8"
3'-6"
1'-9"
V-5"
0.19
11,898
8
0'-10"
4'-8"
2'-4"
V-11"
0.46
20,468
10
V-0"
5'-8"
2'-10"
2'-4"
0.82
30,792
12
V-2"
6'-8"
3'4"
2'-9"
1.33
43,545
14
1'-4"
7'-8"
3'-10"
T-2"
2.02
58,502
16
V-6"
8'-10"
4'-5"
T-8"
3.10
75,663
18
1'-8"
9'-10"
5'-0"
4'-2"
4.39
94,732
45" BENDS
PIPE
DIA.
(IN)
DIM.
L
DIM.
H
DIM.
W
DIM.
VOLUMED
OLUME
(YD3)
THRUST
(LBF)
4
0'-6"
V-10"
11
8
0.03
3,116
6
0'-8"
2'-8"
1'-4"
1'-0"
0.08
6,439
8
0'-10"
3'-4"
1'-8"
1'-3"
0.16
11,077
10
1'-0"
4'-2"
2'-1"
V-7"
0.32
16,664
12
1'-2"
5'-0'
2'-6"
V-11"
0.55
23,566
14
1'-4"
5'-8"
2'-10"
2'-2"
0.80
31,661
16
1'-6"
6'-6"
3'-3"
2'-6"
1.20
40,949
18
1'-8"
7'-4"
3'-8"
2'-10"
1.71
52,105
22y" BENDS
PIPE
IA
D
DIM.
L
DIM.
H
DIM.
W
DIM.
CONC.
VOLU(YD3ME
THRUST
(LBF)
4
0'-6"
1'-4"
8
5
0.01
1,589
6
0'-8"
1'-10"
0'-11"
0'-7"
0.02
3,283
8
0'10"
2'-6"
1'-3"
0'-10"
0.06
5,647
10
1'-0"
3'-0"
V-6"
1'-0"
0.11
8,495
12
V-2"
3'-6"
1'-9"
V-2"
0.18
12,014
14
V-4"
4'-2"
2'-1"
V-5"
0.30
16,141
16
V-6"
4'-8"
2'-4"
V-7"
0.42
20,875
18
V-8"
5'-4"
2'-8"
V-10"
0.54
25,207
1 DETECTABLE 4"TOP SOIL 1-6"
TAPE
12" OF JOB
EXCAVATED MATERIAL
COMPACTED DRY
FINE EARTH
PROPOSED PIPE
Q
w COMPACTED CRUSHED
o i f STONE PIPE BEDDING
i OR SAND
-FOUNDATION LOOSELY PLACED FOR 1/3 PIPE DIA.
1. SELECT EARTH BACKFILL SHALL BE EXCAVATED SILTY SAND (SM) AND SILT
(ML) MATERIAL THAT IS FREE FROM ROCKS LARGER THAN 34NCHES IN
DIAMETER, ASHES, CINDERS, REFUSE, ORGANIC MATERIAL AND OTHER
DELETERIOUS MATERIAL.
2. MINIMUM DEPTH OF COVER SHALL BE T-0" UNLESS OTHERWISE APPROVED
BY THE ENGINEER OR REQUIRED TO AVOID INTERFERENCE.
3. IF THE BOTTOM OF THE TRENCH IS ROCK, THE TRENCH SHALL BE
EXCAVATED 6" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED TO THE
BOTTOM OF THE PIPE WITH COMPACTED CRUSHED STONE OR SAND.
4. IF THE SOIL IN THE BOTTOM OF THE TRENCH IS DETERMINED TO BE
UNSUITABLE, THE TRENCH SHALL BE OVER EXCAVATED TO A DEPTH
DETERMINED BY THE ENGINEER AND BACKFILLED TO THE BOTTOM OF THE
PIPE WITH COMPACTED CRUSHED STONE.
5. PIPE LAYING CONDITIONS SHALL CONFORM TO ANSIIAWWA C1501A21.50 FOR
STANDARD LAYING CONDITIONS TYPE 4 OR TYPE S.
2 PVC PRESSURE PIPE BEDDING DETAIL
C,7 NOT TO SCALE
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JOB NO.
21-113
DRAWN BY. CHECKED BY.
KJC I SRW
SCALE SHEET
AS SHOWN I C.7
I t&qwgl iIO to] W4to] 2Rt1\��lOwe]I
DATE REV
12/29/23