I Caught My Nephews Godfather Hiding Dangerous Seepage In A High Hazard Dam For 21 Months

I am the State Dam Safety Inspector for the Oregon Water Resources Department’s Cascade-Foothills regional portfolio of one hundred and eighty-four dams, and on a Sunday afternoon at nine o’clock I cross-referenced twenty-one months of a Significant-Hazard-Potential earthen-dam Inspection Reports against the USGS-owned piezometer feed at the dam’s downstream toe and saw the seepage was running twenty-four percent above the long-term baseline while the operator’s Inspection Reports said it was flat.
The dam is the Whitepine Reservoir Dam.
Whitepine Valley Public Utility District owns it.
The dam sits in the foothills of the Cascades twenty-two river miles upstream of the City of Halverson Falls and thirty-eight river miles upstream of the City of Glen Oak.
Four thousand eight hundred and twenty people live in Halverson Falls.
Forty-one thousand two hundred live in Glen Oak.
Six weeks earlier I had stood at the toe-of-dam weir with a junior inspector named Mai Suzuki on her first field rotation.
The weir housing was poured concrete with a rust-spotted iron grating across the V-notch.
The data logger was bolted inside a NEMA enclosure on a steel post next to the weir.
Mai held her field tablet against her hip and waited.
I knelt and opened the enclosure with the agency key and pointed at the cable bundle running from the vibrating-wire piezometer through the conduit to the logger and from the logger out to a separate cellular modem in a second enclosure.
The second enclosure belonged to the United States Geological Survey.
I told Mai to read the label.
She read the label.
I told her the logger streams a piezometer value every fifteen minutes to a USGS public-access web feed because the dam is on an inter-agency monitoring agreement that came out of the 2003 retrofit.
I told her the Whitepine Valley PUD operations team cannot rewrite that feed.
I told her the long-term baseline on the toe-of-dam seepage at this dam was set in 2003 and that the seepage rate is the leading indicator of internal erosion in any earthen embankment because internal erosion is a slow-onset signal and the instrument is faster than the eye.
Mai wrote that down.
She asked me how I would correlate a piezometer trace against the weir-flow measurement at the toe drain.
I walked her through it.
I told her the piezometer measures pore pressure inside the dam body and the weir-flow measurement reads the discharge at the toe and that the two together resolve the question of whether the pore pressure rise is consistent with a benign reservoir-level effect or with an internal-erosion progression.
I told her to never read one without the other.
Three months before that, I had stood at a lectern in a Sacramento hotel conference room in front of sixty state dam-safety inspectors and federal dam-safety officers at the Association of State Dam Safety Officials West Region annual technical workshop.
My presentation was the second slot after lunch.
I had three case studies.
Each one showed how an operator’s Inspection Report can drift from a USGS-owned piezometer feed and how to distinguish the slow-onset signal pattern of internal erosion from instrumentation drift.
A Washington State Dam Safety inspector raised his hand near the end and asked how to handle a high-hazard-potential dam owner who is also a personal friend.
The room got quiet.
I told him you read the feed first and you read it alone and you do not call the owner.
I told him you write the Inspection Report against the feed and you sign your name on the page.
Eleven years before that, I had stood beside a baptismal font in a parish church in Salem on a Sunday afternoon and watched Davenport Halloway hold my sister’s eleven-month-old son Atticus over the water.
Davenport was godfather of record.
I was witness.
The candle was lit from the paschal candle.
The parish priest read the rite in plain English.
Group photograph after the service in the rectory hallway.
Davenport’s hand on my shoulder for the photo.
He had been Whitepine Valley PUD’s Director of Operations for fourteen years already.
I had countersigned the dam’s annual Inspection Report for the previous five years.
The photograph hung on my sister’s hallway wall for the next eleven years and was still hanging there when this began.
This began on a Friday evening in late September when a man named Edsel Kreiger emailed the Department’s downstream-stakeholder comment line and a comment-line specialist named Ramona Yates forwarded it to me at home at twenty past six.
Mr. Kreiger was sixty-seven and a third-generation hazelnut grower with sixty-two acres on the Halverson Falls bottom-land.
He wrote that the Halverson Falls Valley Irrigation Cooperative had met that afternoon and that he had asked whether the dam’s spillway was being monitored.
He wrote that his father had walked the toe with the old PUD operator twice a year for forty years and that he was not sure the current crew did.
He gave the dam’s name.
He gave the spillway’s name.
I read the email twice at my kitchen table.
Then I opened my state-issued laptop and pulled the USGS Cascade-Foothills regional public-access feed for the Whitepine Reservoir Dam toe-of-dam piezometer for the last ninety days.
The line was trending up.
The most recent PUD Inspection Report had been submitted three weeks ago.
The seepage value on that report was flat at the long-term baseline.
I did not yet pull the full twenty-one months.
The clock on the kitchen wall showed seventeen minutes past nine on a Sunday afternoon.
The ASDSO West Region annual conference program sat on the dining table beside the laptop.
The plenary closing remarks were on the program for Thursday morning at nine o’clock.
Davenport was delivering the closing remarks as the outgoing ASDSO West Region Owners’ Liaison.
I was moderating the State Inspector technical panel which followed at ten o’clock.
Nine o’clock at this conference had been the standing start of the closing plenary for the eleven years I had been attending.
The president’s welcome at eight thirty.
Plenary at nine.
Panel at ten.
Nine o’clock had always meant the closing plenary opens.
My name is Gwendolyn Salinas.
I am the State Dam Safety Inspector for the Oregon Water Resources Department with a Civil PE license and an Association of State Dam Safety Officials Senior Inspector credential.
Davenport Halloway is godfather to my nephew and he forgot the USGS-owned data logger streams the piezometer feed to a public-access web feed every fifteen minutes.
The Friday evening at the kitchen table was the first scene.
I sat at my home-office laptop after Mr. Kreiger’s email came in.
I ran the USGS public-access query for the Whitepine Reservoir Dam toe-of-dam piezometer.
I exported the last ninety days as a comma-separated file and laid it next to the PUD’s most recent quarterly Inspection Report from three weeks ago.
The PUD report listed the seepage at the long-term baseline.
The USGS feed showed the line drifting upward across the ninety days.
I pressed my hand flat against the desk.
I closed the laptop and walked down the hall to look at the framed topographic-map photograph of the Cascade-Foothills regional portfolio.
The photograph was taken at the 2003 retrofit walk-through at Whitepine.
The second scene was at the Whitepine Reservoir Dam toe-of-dam filter zone on a summer morning twenty-three years ago.
I was a junior PE walking the filter zone with the project’s engineer-of-record, a man named Sterling Beauchamp who had retired in 2014 and died of pancreatic cancer in 2021.
Sterling carried a notebook in his hip pocket.
He pointed at the downstream toe filter zone and told me the filter was the line of defense against internal erosion in any earthen-embankment dam and that the toe-of-dam seepage was the principal monitoring parameter on this dam and would remain so for the operating life of the structure.
I wrote that in my own field notebook.
I pressed my PE stamp against the field notebook page and Sterling pressed his next to mine and we walked out under the spillway gantry to the project office and I signed the 2003 retrofit pre-construction geotechnical report at the conference-room table.
Sterling signed under my signature.
The report went into the Oregon Water Resources Department’s permanent record.
The third scene was at the parish on a Sunday afternoon eleven years ago.
Atticus was eleven months old.
My sister Marisol carried him in white.
Davenport stood beside Marisol with the candle.
I stood across the font with my hand on the silver bowl as witness.
The parish priest read the rite.
The candle was lit from the paschal candle.
A family friend named Vera Lindquist took the group photograph in the rectory hallway after the rite and printed eight by tens for the family.
I held the candle for the recessional and signed the baptismal register at the rectory door.
Davenport signed under my signature as godfather of record.
The fourth scene was the Sunday afternoon at my dining table.
I had returned to the kitchen after the framed-photograph walk and opened the laptop again.
I ran the USGS public-access feed for the full twenty-four months going back from yesterday.
The toe-of-dam seepage line rose twenty-four percent above the long-term baseline.
The rise began twenty-one months ago.
I pulled the Dam Safety Information Management System and exported the field-measurement attachment for each of the twelve quarterly Inspection Reports submitted by Whitepine Valley Public Utility District over the same window.
Each attachment listed the seepage value as an operator-observed visual estimate.
The Whitepine Valley PUD Dam Safety Operations Manual Revision 2019 Section 4.3 named the instrument-feed values as the source of record.
The operator-observed visual estimate was permitted only as corroboration.
Twelve consecutive quarters of substitution.
I pulled the National Inventory of Dams entry for the Whitepine Reservoir Dam.
The Oregon classification was Significant-Hazard-Potential Class B.
The federal classification on the same record was High Hazard Potential Class A on account of the downstream populations at Halverson Falls and Glen Oak.
The federal classification was the more conservative.
I opened the 2003 retrofit geotechnical report from the Department’s permanent record.
The downstream-toe filter zone was named as the dam’s primary internal-erosion-vulnerability area.
The toe-of-dam seepage was specified as the principal monitoring parameter.
The retrofit specification language was unchanged from the day Sterling and I had signed it.
I laid the three exports across the dining table.
USGS feed.
DSIMS quarterly Inspection Reports with the operator-observed visual estimate attachments.
NID Class A High Hazard Potential entry and the 2003 retrofit specification page.
The ASDSO West Region conference program sat beside them.
Davenport’s Owner-Inspector Partnership closing remarks were on the program for Thursday morning at nine o’clock.
Three Oregon legislators of the Joint Interim Committee on Water were in the audience list.
The FEMA Region 10 Mitigation Division Branch Chief was on the audience list.
The Oregon Water Resources Department Director was on the audience list.
Nine o’clock at this conference had always meant the closing plenary opens.
Nine o’clock on the program in front of me now sat on the page as the hour Davenport would publicly ratify the PUD’s twenty-one-month Inspection Report posture as Owner-Inspector Partnership while my State Inspector voice was registered on the program as the moderator of the technical panel that followed.
The hour was the same hour.
The weight of the hour was not.
I closed the DSIMS query window.
I copied the USGS feed export, the DSIMS quarterly Inspection Reports with the operator-observed visual estimate attachments, the 2003 retrofit geotechnical report, and the federal NID High Hazard Potential classification entry to a state-encrypted USB drive.
I drafted the Emergency Action Notification under Oregon Revised Statutes section 540.350 and the Section 5 Notice of Operational Order under Oregon Administrative Rules 690-020-0070 and saved them as drafts in my state-issued email.
I did not call Davenport.
Davenport’s internal logic was on his end of the wire and not mine.
He believed the PUD’s pending five-year capital plan rate-case approval at the Oregon Public Utility Commission could not bear the regulatory signal of an active dam-safety concern at Whitepine and that the Operations team’s substitution of operator-observed visual estimates for the instrument-feed values was a temporary administrative posture until the rate-case approval and the retrofit funding came through.
He believed the seepage rise was consistent with the long-term aging of the 2003 retrofit filter zone and was being prudently monitored through the PUD’s internal Operations team review cycle.
He believed my annual countersignature was the State Inspector voice that anchored the dam’s Operating Plan parameters.
He did not know about the USGS-owned data logger.
He did not know the federal-side public-access feed had been running every fifteen minutes for twenty-one months.
At twenty-one fifty-four Sunday evening I submitted the Emergency Action Notification and the Section 5 Notice of Operational Order request to the Oregon Water Resources Department Director.
I copied the FEMA Region 10 Mitigation Division and the National Weather Service Portland Forecast Office.
I blind-copied the City of Halverson Falls Emergency Manager and the City of Glen Oak Emergency Manager.
I did not copy Davenport.
I did not copy my section manager.
I printed the Director’s automatic acknowledgment receipt at twenty-one fifty-six and slid the page into the inner pocket of my conference folder.
The folder went on the kitchen counter.
The USB drive went into the inner zip pouch of my work bag.
I made a fresh pot of decaf coffee and did not pour any of it.
Davenport texted me at thirty-six minutes past six on Tuesday morning.
His message ran two screens long.
He suggested I drive to Portland with him Wednesday afternoon because the PUD had the suite at the Hilton Downtown reserved through Friday morning.
He wrote that Atticus’s birthday was Saturday and that he had the Lego City Police Station in the truck for the drive back home.
He wrote that the ASDSO board had put my name forward for the West Region State Inspector of the Year for Wednesday afternoon’s awards lunch and that the FEMA Branch Chief had seconded it.
He signed off with a pick-up time at four o’clock.
I read the text in my kitchen with the kettle on.
I did not respond.
I had fifty hours to either ride to Portland in the PUD director’s truck as the State Inspector voice the ASDSO board was about to elevate to Inspector of the Year alongside Davenport’s outgoing Owner-Inspector Partnership closing remarks or trigger the Oregon Water Resources Department Section 5 Notice of Operational Order before nine o’clock Thursday.
I sat at the kitchen table.
I had countersigned the Whitepine Reservoir Dam’s annual Inspection Report in 2024.
I had countersigned it in 2023.
I had countersigned it in 2022.
I had countersigned it every year from 2016 through 2025 inclusive.
For nine of those years the toe-of-dam seepage value on the operator’s quarterly reports had matched the long-term baseline.
For five of those years the value had been an operator-observed visual estimate.
For two of those years it had been an operator-observed visual estimate against a rising USGS feed.
For twenty-one months the substitution had been systematic across twelve consecutive quarters.
I had attended the 2003 retrofit pre-construction walk-through with Sterling Beauchamp.
I had signed the geotechnical report.
The 2003 retrofit had named the downstream-toe filter zone as the dam’s primary internal-erosion-vulnerability area and the toe-of-dam seepage as the principal monitoring parameter.
I had not overlaid the USGS feed against the DSIMS field-measurement attachments on any of the twelve quarterly Inspection Reports submitted between January 2024 and September 2025.
I had taken the operator’s field-measurement attachment as corroborative because it carried Davenport’s countersignature and the PUD’s compliance officer countersignature and the dam had been quiet under the Operating Plan parameters for the eleven years I had carried the Cascade-Foothills regional portfolio.
I had not pulled the USGS feed.
The Oregon Water Resources Department Director acknowledged the Emergency Action Notification at six forty-two Monday morning.
His acknowledgment came on his state-issued line.
He cited Oregon Revised Statutes section 540.350 and Oregon Administrative Rules 690-020-0070 and the federal NID High Hazard Potential classification.
He issued the Section 5 Notice of Operational Order at eleven twenty-four Monday morning.
He authorized me to convene a fourteen-hundred Monday afternoon conference call with the PUD General Manager over Davenport’s head to commence the controlled drawdown protocol.
The PUD General Manager, a woman named Patricia Brennan-Loh who had been GM for three years, took the call from the GM conference room with the PUD’s outside dam-safety consultant on a separate phone line.
I read the Section 5 Notice to her.
She did not interrupt.
I told her the Director had authorized the controlled drawdown protocol of six feet over seventy-two hours starting at six o’clock Tuesday morning, twenty-four-hour on-site dam-safety monitoring with PE oversight, and the engagement of an independent dam-safety consultant acceptable to the Department to conduct an expedited internal-erosion piping evaluation.
I told her the Department had not yet released the Notice publicly and would not until the controlled drawdown was underway and confirmed.
I told her her Director of Operations was not on this call by design.
She thanked me for the courtesy.
She asked one question, which was about ratepayer impact.
I told her that was outside my scope and the Director’s office could address it through the Oregon Public Utility Commission emergency rate-rider process.
The drawdown began at six o’clock Tuesday morning at the spillway controls under the supervision of the PUD’s senior operations engineer, a man named Hideki Sawada who had been at the dam since the 2003 retrofit.
The Independent Dam Safety Consultant was a firm named Argonaut Geotechnical, Inc. of Beaverton.
Argonaut had not worked for the PUD before.
Wednesday evening at eighteen minutes past seven Davenport was in his suite at the Hilton Portland Downtown reviewing his closing remarks with the PUD’s outside Communications consultant Hartley Velazquez.
Davenport had not been told about the Section 5 Notice or the drawdown.
He sat in the wing chair beside the wet bar with the closing-remarks binder open on his lap.
Hartley sat at the desk by the window with a printed track-changes copy.
A muted television showed a baseball highlight.
Davenport told Hartley that I moderated the State Inspector technical panel right after his closing remarks and that I would set the tone for the Owner-Inspector Partnership framing in front of the FEMA Branch Chief and the ODWR Director.
He told Hartley he had Atticus’s birthday gift in the truck and that the kid was eleven and that my sister had texted him the wishlist last month.
He told Hartley he would give the gift to me after the awards lunch and that I could drive it home with him Friday morning.
Hartley nodded and asked about the line on rate-case sequencing.
Davenport read the line aloud and asked Hartley whether it landed.
Hartley said it landed.
Thursday morning at forty-two minutes past eight I walked into the Hilton Portland Downtown plenary-hall foyer with my conference folder on my left arm and the USB drive in the inner zip pouch of the bag on my right shoulder and the Director’s signed Section 5 Notice in the inner pocket of my jacket.
The FEMA Region 10 Mitigation Division Branch Chief was at the foyer coffee station.
His name was Wesley Aoyama.
I said his name.
He turned.
I showed him the USGS public-access feed printout for the Whitepine Reservoir Dam toe-of-dam piezometer with the twenty-one-month upward trace highlighted and the long-term baseline reference line marked.
I showed him the Director’s signed Section 5 Notice of Operational Order.
Wesley read the Notice once and read the USGS printout once and asked one question about the federal NID classification.
I gave him the answer.
He folded the Notice in half and slid it into the inside pocket of his suit jacket.
He looked at the rostrum across the foyer.
Davenport was at the rostrum adjusting the microphone.
The clock above the foyer read eight fifty-four.
I said nothing else.
Wesley said nothing else.
We walked into the plenary hall together.
The plenary hall held three hundred and eighty attendees.
The FEMA Region 10 Mitigation Division Branch Chief sat in the front row.
The Oregon Water Resources Department Director sat in the front row.
The three Oregon legislators of the Joint Interim Committee on Water sat in the front row.
Davenport stood at the rostrum with his closing-remarks binder open.
I sat on the panel-row stage seat to the rostrum’s right with the conference folder closed on my lap.
The president of the ASDSO West Region introduced Davenport at zero zero hours past nine.
Davenport thanked the president and adjusted the microphone and opened the binder to page one.
He read his opening paragraph about the twenty-six years he had carried the operations program at Whitepine Valley Public Utility District and about the twenty-three years he had carried the dam-safety relationship with the Oregon Water Resources Department.
He read his paragraph about the State Inspector technical panel that followed and the partnership framing.
He looked up at the front row for a beat and turned to page two.
Wesley Aoyama stood up from the front row at fourteen minutes past nine.
He walked to the rostrum and stopped at the lectern beside Davenport.
He held the Section 5 Notice of Operational Order folded in his right hand.
Davenport stopped reading.
Davenport said: Branch Chief, with respect, the closing remarks are on the program at nine o’clock and the Owner-Inspector Partnership framing has the legislators’ attention seated.
Wesley said: The Oregon Water Resources Department has issued a Section 5 Notice of Operational Order on the Whitepine Reservoir Dam.
Controlled drawdown commenced Tuesday morning.
FEMA Region 10 Mitigation Division has been notified.
Wesley took the rostrum microphone in his left hand and read the Director’s signed Section 5 Notice into the conference record at fourteen minutes and forty seconds past nine.
He read it at speaking pace.
He named the Oregon Revised Statutes section 540.350 citation.
He named the Oregon Administrative Rules 690-020-0070 citation.
He named the federal NID High Hazard Potential classification.
He named the downstream populations at Halverson Falls and at Glen Oak.
He read the FEMA Region 10 federal-side notification next.
He finished at seventeen minutes past nine.
He set the microphone down and stepped back from the lectern by half a pace.
Davenport turned to me on the panel-row stage seat and lowered his voice.
He said: Gwendolyn.
Atticus’s birthday is Saturday.
What did you do.
I opened the conference folder on my lap and laid the USGS public-access feed printout for the Whitepine Reservoir Dam toe-of-dam piezometer across the top sheet.
I said: I filed the Emergency Action Notification Sunday night.
The USGS-owned piezometer feed shows the toe-of-dam seepage has been running twenty-four percent above long-term baseline for twenty-one months.
The PUD’s twelve quarterly Inspection Reports show it flat.
Davenport said: The seepage rise is consistent with long-term aging of the 2003 retrofit filter zone.
The Operations team has been monitoring it through the PUD’s internal review cycle.
I said: The 2003 retrofit geotechnical report — the report I PE-stamped as a junior inspector twenty-three years ago — identifies the downstream-toe filter zone as the dam’s primary internal-erosion-vulnerability area and specifies seepage as the principal monitoring parameter.
The PUD’s Operations Manual Section 4.3 requires the instrument-feed values to be the source of record.
Twelve consecutive quarterly Inspection Reports substituted operator-observed visual estimates for the instrument-feed values.
Davenport said: The Operations team’s posture has been to manage the regulatory signal while the five-year capital plan rate-case is pending at the Oregon Public Utility Commission.
The retrofit funding will come in the next rate cycle.
I opened the second page of the folder and laid Mr. Kreiger’s downstream-stakeholder comment-line note next to the USGS printout.
I said: Mr. Edsel Kreiger is a third-generation hazelnut grower with sixty-two acres on the Halverson Falls bottom-land.
He emailed the comment line Friday because his dad walked the toe with the old PUD operator twice a year.
The City of Halverson Falls is twenty-two river miles below the dam.
Glen Oak is thirty-eight.
The federal NID classifies the dam High Hazard Potential.
The USGS public-access feed is in front of the FEMA Branch Chief.
Atticus’s gift will get to him Saturday.
The Section 5 Notice and the drawdown started Tuesday morning.
The USGS-owned data logger is the federal-side firewall.
The PUD Operations team cannot rewrite that feed.
It streams to a public-access web feed every fifteen minutes.
The cross-feed reconciliation is in the FEMA Branch Chief’s hand.
Wesley held the Section 5 Notice open on the rostrum at his side and photographed the panel-row stage where the conference folder lay open across my lap.
He set his phone down on the lectern and read the FEMA Region 10 federal-side notification aloud into the record again at seventeen minutes and twenty seconds past nine.
A woman in the front row stood up and walked to the side of the plenary hall.
The woman was the Oregon Water Resources Department Director.
She had been seated.
Now she was standing.
She crossed to the side door and dialed a number on her state-issued phone and the door closed behind her.
A second woman three rows back stood up and closed her notebook.
The woman was an Oregonian investigative reporter named Briana Khouri.
She had been writing.
Now she was photographing the rostrum.
She walked to the lobby and the lobby door closed behind her and through the foyer window I saw her bring her phone to her ear.
Davenport collected his closing-remarks binder.
He straightened its edge against the rostrum podium with the heel of his right palm.
He said: I have built this PUD’s operations program over twenty-six years and the dam-safety relationship with the Department over twenty-three.
The valley’s ratepayers and the Halverson Falls Valley irrigation members and the City of Halverson Falls have been served by both.
He picked up his phone from the lectern.
He walked off the rostrum past the side door without looking at the panel-row stage.
The side door closed behind him.
Wesley noted twenty-one minutes past nine in his field notebook.
The Oregon Water Resources Department Director returned from the side door at twenty-three minutes past nine and walked to the panel-row stage and asked me whether the Department’s Dam Safety Section Manager should issue the public press release of the Section 5 Notice from Salem or from the Hilton Portland Downtown press room.
I said Salem.
She said Salem.
The president of the ASDSO West Region returned to the rostrum at twenty-four minutes past nine and announced that the technical panel scheduled for ten o’clock would convene at ten as planned.
He announced that the closing plenary was now an emergency dam-safety briefing.
He announced that the State Inspector of the Year award presentation scheduled for the Wednesday awards lunch would not be presented and that the ASDSO West Region Board would convene under board protocol after the conference adjourned.
He did not say my name.
He did not need to.
I closed the conference folder on my lap.
I stood up.
I walked off the panel-row stage to my technical-panel preparation table at the side of the hall.
I drove back from Portland Friday afternoon alone in my own truck.
I took the I-5 south through the gap in the valley with the river off the right shoulder and the firs going dark above the road.
Salem at twenty-two minutes past nine.
My kitchen-counter lamp on.
The central air ran.
My sister Marisol had brought elk stew over earlier in the day and the smell of it still sat on the stove.
The conference folder lay on the kitchen table.
The framed topographic-map photograph of the Cascade-Foothills regional portfolio hung on the bookshelf above the hallway and caught the lamp light along its glass.
I had written Atticus’s birthday card after dinner and the new envelope sat addressed on the counter.
Davenport’s birthday gift box from his truck was in the hallway closet behind the coat rack.
Hartley Velazquez had shipped it to my Salem address Friday morning with a card that read with apologies.
I had not opened the box.
The clock on the wall read twenty-two forty-two.
Nine o’clock had already passed yesterday and had not passed the way it had passed every ASDSO West Region annual conference for the past eleven years.
Davenport’s Owner-Inspector Partnership closing remarks had not been ratified at the rostrum.
The Section 5 Notice had been read into the conference record at fourteen minutes and forty seconds past nine and the FEMA federal-side notification had been read again at seventeen minutes and twenty seconds past nine.
I opened the conference folder on the kitchen table and turned to the USGS public-access feed printout for the Whitepine Reservoir Dam toe-of-dam piezometer.
My yellow highlighter mark was still on the twenty-one-month upward trace and on the long-term baseline reference line at the bottom of the page.
Below the printout I had clipped the Oregon Water Resources Department Director’s automatic acknowledgment receipt from Sunday night at twenty-one fifty-six.
The two pages sat next to each other on the kitchen table in the late-evening lamp light.
Nine o’clock used to mean the closing plenary opens.
Yesterday nine o’clock had meant the closing plenary that was about to ratify twenty-one months of substituted operator-observed visual estimates as Owner-Inspector Partnership did not ratify it because I had stood inside the same hour with a different feed open on the lectern beside the FEMA Region 10 Mitigation Division Branch Chief.
I did not feel triumph.
The weight I carried was the weight of twelve quarterly countersignatures I had signed on the dam’s annual Inspection Reports without overlaying the USGS feed against the DSIMS field-measurement attachments.
Atticus’s birthday was tomorrow.
The card was on the counter.
The Halverson Falls Valley Irrigation Cooperative’s spring-season water allocation would be reduced by twenty-two percent for the irrigation season and Mr. Edsel Kreiger’s hazelnut bottom-land would bear the largest proportional impact.
The City of Halverson Falls had been placed on Stage I dam alert for fourteen days.
The PUD’s hydroelectric generation would run at sixty-two percent of nameplate for fourteen weeks while the controlled drawdown and the independent dam-safety consultant’s expedited internal-erosion piping evaluation sequenced.
The Oregon Public Utility Commission would convene an emergency rate-rider proceeding that would land adversely on ratepayers.
Two PUD operations supervisors had been placed on administrative leave and one of them was Ms. Penina Ortega who had been at the PUD for eighteen years and was a single mother of three.
Atticus’s godfather was on administrative leave.
Atticus would hear about it at school on Monday.
My PE countersignature on twelve quarterly Inspection Reports remained in the Dam Safety Information Management System public record because DSIMS does not delete entries.
The State Inspector of the Year nomination had been withdrawn from the Wednesday awards lunch agenda by the ASDSO West Region Board.
I took a fresh Inspection Report binder from the corner of my desk.
The brand was the same.
The format was the same.
I wrote the date.
I wrote Whitepine Reservoir Dam — Section 5 Notice of Operational Order — ODWR Cycle Day 1.
I set my pen in the gutter of the spine and the blank lines below waited.
Davenport thought the State Inspector’s countersignature was the procedural sticker on the dam’s Operating Plan parameters and that the godfather seat was the human-relationship architecture the dam-safety architecture quietly answered to.
He forgot the USGS-owned data logger streams the piezometer feed to a public-access web feed every fifteen minutes and that the 2003 retrofit geotechnical report I PE-stamped twenty-three years ago is in the Department’s permanent record.
I picked up the birthday card.
I walked it to the front-hall mailbox.
I set the flag up.
I closed the front door.
