Attachment_2_-_Drawings_-_Christenot_Mill_Stabilization.pdf

PDF 887 KB Posted Jul 30, 2026

Attached to: CHRISTENOT MILL STABILIZATION Federal contract opportunity
Solicitation number: 140L3626Q0046
Issued by: Department of the Interior Bureau of Land Management

About this file

Written by GovTribe AI · Jul 30, 2026

This document is a technical site specification and layout for the Christenot Mill Site, a historic structure managed by the U.S. Department of the Interior Bureau of Land Management located in Madison County, Montana (Spring Gulch in Township 7 South, Range 3 West, elevation 7,600 feet). The site contains detailed architectural drawings and floor plans showing the mill's original layout, including the steam engine room, barrel amalgamators, civilian crushers, office, and vault spaces. The structure measures 81 feet 10 inches in length and 62 feet 10 inches in width with 20-24 inch thick granite rubble pattern walls. Multiple door and window openings are documented with specific dimensions, including arched openings ranging from 36 inches to 65 inches wide and 60 to 117 inches in height.

The technical specifications include critical site details addressing preservation and restoration concerns. The mill site sits in a lodgepole forest on a 20-30 percent slope; the south wall has deteriorated significantly while north, east, and west walls remain relatively intact. Key issues requiring attention include deteriorated mortar conditions requiring removal and replacement with Natural Hydraulic Lime mortar, vertical running cracks in walls necessitating stabilization efforts, drainage problems south of the site requiring corrective action, and the need for scaffolding support during restoration work. The work sequence prioritizes setting scaffolding at gable ends, removing portlandcement mortar, chasing loose mortar back to solid material, wetting walls by hand pump sprayers, and reapplying mortar without using pressure washers. Documentation includes topographic survey data, elevation measurements at specific wall locations, and recommendations for using canvas, burlap, and plastic coverings to protect work during weather variations.

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Other files for this federal contract opportunity

Other files attached to CHRISTENOT MILL STABILIZATION, newest first.
File	Type	Posted
Sol_140L3626Q0046_Amd_0001.pdf	PDF	Aug 10, 2026
Attachment_7_-_Nuance.MOV	MOV file	Jul 30, 2026
Attachment_8_-_Removal_Depth.mov	MOV file	Jul 30, 2026
Attachment_4_-_Back_Wall_and_Multipatch.MOV	MOV file	Jul 30, 2026
Attachment_6_-_Last_Priority.MOV	MOV file	Jul 30, 2026
Sol_140L3626Q0046.pdf	PDF	Jul 30, 2026
Attachment_9_-_Wage_Determination.pdf	PDF	Jul 30, 2026
Attachment_3_-_Consultation.pdf	PDF	Jul 30, 2026
Attachment_1_-_SOW_-_Christenot_Mill_Stabilization.pdf	PDF	Jul 30, 2026
Attachment_5_-_Failing_Patch.MOV	MOV file	Jul 30, 2026

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HELENA

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MISSOULA

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MADISON COUNTY, MONTANA

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CHRISTENOT MILL SITE

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DESIGNED

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LOCATION MAP

AutoCAD SHX Text Spring Gulch in

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AutoCAD SHX Text Township 7 South

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*Christenot Mill

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CHMILL.DWG

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BUTTE DISTRICT

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MONTANA

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UNITED STATES DEPARTMENT OF THE INTERIOR

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CHRISTENOT MILL SITE

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SPECULATED ORIGINAL LAYOUT

AutoCAD SHX Text Data collected by: Larry Kingsbury 9/30/85

AutoCAD SHX Text Engine

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AutoCAD SHX Text 36"w x 74"h arch

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AutoCAD SHX Text 6 1/2" x 7 1/2"

AutoCAD SHX Text timber tenon joints

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AutoCAD SHX Text 39"w x 84"h (door)

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AutoCAD SHX Text 2nd story east door

AutoCAD SHX Text 38 1/2"w x 78-80"h

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AutoCAD SHX Text Mark Sant 9/10/96

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Notes: 20"-24" thick granite rubble pattern walls. Main roof pitch is 30°Shed roof pitch is 10°Walls vary in height.

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WMD

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CHMILL.DWG

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CHRISTENOT MILL SITE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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MONTANA

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AutoCAD SHX Text Site Details Mill Site lays in a lodgepole forest at 20-30% slope angle. Historic Mill's south wall has deteriorated greatly, but the north, east and west walls are still intact and have received varying amounts of stabilization efforts over the past decades. Mortar Concerns Without a roof over the walls, the previous use of portland cement as a wall cap is passable. It is not suggested to remove any of this capping mortar work. The major vertical running cracks that have been packed with portland cement should be left alone as well. The many patches smeared and tucked over original failing joints will need attention on a case by case basis - there are quite a few places where this inflexible mortar was applied without properly removing and cleaning the failing sections. This results in mortar simply masking internal issues that must be repaired. Most of these sections will need to be removed, cleaned out, and replaced with appropriate Natural Hydraulic Lime (NHL) mortar. Starting at the top of each wall section and working down. The lower, easily reached places have seen attention on past volunteer efforts. Much of that work will need to be removed and repaired. It is appropriate to start at the top of each section and work down. Scaffolding - four frames high at each gable end. Four sections, properly planked and supported underneath with adjustable screwjack feet and dunnage, per OSHA specifications. Recommend using outriggers and walkplank to maximize working elevations. Natural Hydraulic Lime takes closer to seven days for initial curing under ideal conditions. NHL mortar must damp cure, not simply dry out. Also, it cannot freeze. In mountain settings this means the contractor must be prepared with concrete blankets and heat for cold nights as well as canvas, burlap and plastic coverings for hot, sunny and windy days. Order of operations must be well thought out as scaffolding cannot be moved until the upper most sections have cured enough to be left uncovered. Drainage Concern There is a drainage problem south of the site that needs to be corrected. The drainage ditch needs to placed south of the site to divert water away from the building.

AutoCAD SHX Text Work Sequence First, scaffolding is set. Then the portland cement mortar cap should be checked on each section of wall, repaired and replaced where missing. That is the only use of portland cement I consider acceptable on site, and this only because of past precedent and the lack of any future plan to rebuild the roof structure. Second, all difficult higher elevation sections requiring scaffolding should be addressed. Old mortar must be removed. The loose mortar is chased back to solid, then forced air is gently blown in the joints to remove dust. Then the walls are wetted down by hand pump sprayers using clean water. NO PRESSURE WASHERS should be used on these walls as the force of this water applied incorrectly could cause extreme failure. A note on safety here: the real nuance of a project like this is knowing what to take out, how much to take out, and the order of operations in removal and reapplication. The walls are thick, but unsupported structurally. Removing too much of one section before cleaning and replacing mortar could result in partial or total collapse of a section.

AutoCAD SHX Text Work Sequence Cont'd Section One: Top down, inside and outside (the office/vault room). Section Two: Top down inside and outside (the steam engine room). Section Three: Top down inside and outside (the barrel amalgamators/chilian crusher room) Section Four: Southern Wall

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SECTION 1

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MAGNETIC

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( IN FEET )

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GRAPHIC SCALE

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SURVEYED

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UNITED STATES DEPARTMENT OF THE INTERIOR

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MONTANA

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DITCH

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1 Christenot - Cover

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2 Christenot - Speculative Layout

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3 Christenot - Mill Site Plan

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4 Christenot - Site Survey

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File details come from the government source that posted it. Updated Jul 30, 2026.