Permit-Ready by Design: A Quantitative Checklist Framework to Reduce Municipal Water/Wastewater Resubmittals

Municipal water and wastewater projects must be submitted with comprehensive, coordinated, and traceable documents, but no readily available pre-submission quality-control metric exists. This research introduces a 30-item Permit Readiness Index (PRI) with six different weighted domains that are based on the primary needs and requirements of agencies in the United States as well as water utilities. This study compared the feasibility of analyzing public records and is a source-linked, purposive audit of 20 completed water-supply construction permits from Iowa and 20 water or wastewater correction comments received by the City of Tucson. The median interval from receipt to review was 30.5 calendar days (interquartile range [IQR] 22.75–51.00), and the median interval from receipt to finalization was 53.0 days (IQR 27.75–99.75). The study categorized significant comments into eight preestablished deficiency categories, and the number of comments in each category was illustrative only because the categories were intentionally diversified. In an ancillary analysis limited to pumpers living within the treatment and water-main boundaries in Iowa, the odds ratio for treatment water versus the combined treatment+storage/pumping cohort for finalization on the 60-day treatment time was 6.00 (95% Wald CI 0.81–44.35; p = 0.079). Apparent receiver operating characteristic area under the curve (ROC-AUC) was 0.708, versus 0.500 under leave-one-out prediction. Agreement between a project-type timing heuristic and the observed binary delay outcome was Cohen’s κ = 0.400; this is not an interrater reliability estimate. The PRI incorporates explicit 0/1/2 evidence rules, conditional critical-fail overrides and author-proposed 15/20/25/15/15/10 domain weights. Sensitivity scenarios demonstrate that weights and thresholds affect screening classifications. Since complete pre-submission plans, observed PRI scores, independently duplicated Tucson coding and matched first-cycle approval/resubmittal outcomes were unavailable, the PRI’s predictive validity and effect on resubmittals remain unestablished. The contribution is an auditable screening protocol and a reproducible, explicitly limited empirical process audit.

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Publication Details

Journal
International Journal of Sustainability and Innovation in Engineering
Published
2026-11-10
DOI
https://doi.org/10.56830/ijsie202617
Primary Topic
Construction Project Management and Performance
Type
article
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article

Permit-Ready by Design: A Quantitative Checklist Framework to Reduce Municipal Water/Wastewater Resubmittals

Jenita Jayeshkumar Sharma
International Journal of Sustainability and Innovation in Engineering
Construction Project Management and Performance
article

Permit-Ready by Design: A Quantitative Checklist Framework to Reduce Municipal Water/Wastewater Resubmittals

Jenita Jayeshkumar Sharma
article en

Abstract

Municipal water and wastewater projects must be submitted with comprehensive, coordinated, and traceable documents, but no readily available pre-submission quality-control metric exists. This research introduces a 30-item Permit Readiness Index (PRI) with six different weighted domains that are based on the primary needs and requirements of agencies in the United States as well as water utilities. This study compared the feasibility of analyzing public records and is a source-linked, purposive audit of 20 completed water-supply construction permits from Iowa and 20 water or wastewater correction comments received by the City of Tucson. The median interval from receipt to review was 30.5 calendar days (interquartile range [IQR] 22.75–51.00), and the median interval from receipt to finalization was 53.0 days (IQR 27.75–99.75). The study categorized significant comments into eight preestablished deficiency categories, and the number of comments in each category was illustrative only because the categories were intentionally diversified. In an ancillary analysis limited to pumpers living within the treatment and water-main boundaries in Iowa, the odds ratio for treatment water versus the combined treatment+storage/pumping cohort for finalization on the 60-day treatment time was 6.00 (95% Wald CI 0.81–44.35; p = 0.079). Apparent receiver operating characteristic area under the curve (ROC-AUC) was 0.708, versus 0.500 under leave-one-out prediction. Agreement between a project-type timing heuristic and the observed binary delay outcome was Cohen’s κ = 0.400; this is not an interrater reliability estimate. The PRI incorporates explicit 0/1/2 evidence rules, conditional critical-fail overrides and author-proposed 15/20/25/15/15/10 domain weights. Sensitivity scenarios demonstrate that weights and thresholds affect screening classifications. Since complete pre-submission plans, observed PRI scores, independently duplicated Tucson coding and matched first-cycle approval/resubmittal outcomes were unavailable, the PRI’s predictive validity and effect on resubmittals remain unestablished. The contribution is an auditable screening protocol and a reproducible, explicitly limited empirical process audit.

International Journal of Sustainability and Innovation in EngineeringVol. 4(1)
Construction Project Management and Performance
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Permit-Ready by Design: A Quantitative Checklist Framework to Reduce Municipal Water/Wastewater Resubmittals — Jenita Jayeshkumar Sharma · International Journal of Sustainability and Innovation in Engineering (2026) | TGRS Research Map | TGRS