This list highlights the most significant revisions to Chapter 8 On-site Wastewater Treatment System (OWTS) Regulations.
- Regulations Effective Date: July 11, 2026
- Revised Ch. 8 Regulations: Now posted on the EPCPH website
Summary of Major Changes
Section 8.4
- Change of Use Review
- Previously: Policy
- Updated: Required when proposing a change or expansion of OWTS use (e.g., bedroom addition, commercial use change).
- System verification required.
- System must be functioning as intended.
- Soil testing may be required unless a compliant test is on file.
- Engineer letter required for engineered systems, evaluating design parameters under current regulations.
- Residual Head Test (Squirt Height)
- Previously: Policy under Operation and Maintenance
- Updated: Testing required for all zones and must be documented in the engineer’s certification letter.
- OWTS Certified Inspection Review
- Previously: Required at property sale
- Updated: Property sale inspection requirement removed.
- EPCPH retains certified inspection standards, now offered as voluntary.
- Issued document renamed Notice of Determination.
- Certified inspections still required for:
- Change of Use requests
- Cesspool remediation requests
- At the discretion of EPCPH for other reasons as necessary
- Licensing of System Contractors
- Previously: required and fee for renewal
- Update: Introduction of renewal fee waiver (details forthcoming by email to licensed installers).
- Licensing of System Cleaners
- Previously: Required all trucks to be inspected
- Update: Individual truck inspections removed.
- Companies now licensed through certification course submission.
- Active companies must submit NAWT (or EPCPH‑approved equivalent) certification.
- Individual employees are not required to hold certifications.
- Renewal fee waiver introduced; additional information will be emailed.
- Companies now licensed through certification course submission.
- Certification of System Designers
- Previously: Not included
- Update: New corrective education requirements apply when:
- Soil reports require revision or EPCPH staff must meet onsite to resolve deficiencies.
- Designs require resubmission or revision (applies to PEs and other professionals).
- Evaluations will occur annually each December and cover the entire year.
- Certification of Operation & Maintenance Specialists / System Inspectors
- Previously: required and fee for renewal
- Update: Renewal fee waiver implemented (additional details forthcoming).
- Variance Procedure
- Previously: Included
- Update:
- Variance prohibition added for non-functioning cesspools.
- Clarification on BOH review for “No Closer Than” variances when documented records exist.
Section 8.5 Soils
- Updates include rupture resistance, cemented soil classifications, and open profile pit requirements for certain zip codes.
- Implementation Note:
- Existing soil reports lacking updated details will be accepted through December 2026 although it is encouraged to updated soils reports where able prior to submission.
- Beginning January 1, 2027, reports must include cementation information; otherwise, revisions will be required.
Section 8.6 Wastewater Flow & Strength
- Increased design flow (additional 50 gpd) triggered when occupancy exceeds two persons per bedroom.
- Clarifications for ADUs and accessory living quarters.
- Addition of TL3ND treatment level to Table 6‑3.
Section 8.7 Minimum Distances
- Property line setback reduction allowed from 10 feet to as little as 3 feet without BOH variance, when justified and compliant.
- Additional clarifications added to Tables 7‑1 and 7‑2.
Section 8.8 – Design Criteria: General
- Changes include:
- Clarification that hardening spray foams are not acceptable sealants for OWTS components.
- Secondary safety features are now required in tank risers.
- Implementation: All tanks installed under permits—repair, modification, new, or alteration—must comply.
- Permits already issued, and permits issued for applications received prior to July 10, 2026, at 11:59PM, are exempt but encouraged to begin this installation practice immediately.
- Implementation: All tanks installed under permits—repair, modification, new, or alteration—must comply.
- Floodplains and Floodways:
- Clarifications of specific floodplains and floodways incorporated directly into the regulations.
- All installations in floodplains or floodways must comply with the EPCPH Installation in Floodplain/Floodway Guidelines.
Section 8.9 – Design Criteria: Components
- Changes include:
- All tanks must be a minimum of ¾ bedded prior to installation inspection.
- Cleanout requirements:
- When a cleanout is not already installed outside the structure, a two‑way cleanout must be installed as close to the house as practical, but no more than 50 feet from the outside wall.
- Implementation: This applies to all installations—repair, modification, new, or alteration for all existing permits as well as those to be issued.
- Schedule 40 Pipe Required
- Beginning 5’ prior to the tank and all pipe beyond the tank
- When variance to setbacks are approved
Section 8.10 – Design Criteria: Soil Treatment Areas (STA)
- Changes:
- Several new soil types (FBR, DBR, R‑3) introduced and require professional engineer design.
- Soil types 4A and 5 require pressure distribution systems with a minimum of two alternating zones.
- Sand filters are not required for some Type R soils when using TL3ND treatment prior to dispersal.
- Timed dosing is no longer required in R‑2 soils.
- Introduction of fractured and deteriorated bedrock guidance for determining LTAR.
- High rock content soils must now include excavation difficulty in addition to percentage of rock content.
- Table 10‑3 includes updated sizing adjustment factors, separated for soil types 4A and 5.
- STA installation beneath paved surfaces is now allowed with:
- Minimum TL2 treatment,
- Load‑bearing accommodations,
- Applicable Table 10‑3 sizing adjustments.
- Gravity flow pipe must be connected as close to center as possible on the distribution header while remaining offset from lateral lines.
- Preference remains for use of a distribution box.
- Implementation of this will be expected on all installations moving forward.
- Pressure distribution design parameters are consolidated into a single section—no major functional changes.
- Serial distribution designs are prohibited.
- When the total STA area (excluding endcaps) is 90% or more covered by chambers, the excavation equivalent may be used as the approved square footage.
- Fill material requirements:
- When existing fill is present, all fill extending at least 12 inches below native grade must be removed.
- Imported sand media must then be placed.
- Remediation technologies require an EPCPH permit and:
- OWTS Certified Inspections must be submitted every 3 months for one year, unless otherwise specified.
Section 8.11 – Higher Level Treatment Systems
- Changes include:
- Media gradations must be dated within 4 months prior to installation and provided on official letterhead from the source gravel pit or independent laboratory.
- For adjacent sand filters, the bases must be at least 6 feet apart (sidewall to sidewall).
- Mound systems:
- Now divided into three distinct categories:
- All imported material above grade
- Sand media entirely above grade but base below grade
- Top installed both above and below grade
- Numerous design considerations added, including:
- Appropriate LTAR selection based on sand elevation and wastewater strength
- Consideration of linear loading rate based on effluent movement and site conditions
- Requirements specific to wastewater strength received by the mound
- Now divided into three distinct categories:
Section 8.12–8.14 Other Systems, Technology Review, O&M
- NDDS systems now require O&M oversight.
- Sampling guideline references added.
- Technology approval process streamlined since this is deferred to CDPHE.
Sections 8.15 & 8.16
- No changes.