Chicago Public Library
Special Collections and Preservation Division
Neighborhood History Research Collection
Chicago Sewers Collection (CSC)
1855-c. 2004 (Bulk Dates 1922-1969)
½ linear foot, 738 photographs, 121 glass plate slides
Historical Note | Scope and Content | Arrangement
Provenance | Access | Box Summary | Box and Folder Inventory
Audio/Visual Collection | Cross Index of Secondary Streets
| Repository: | Chicago Public Library, Special Collections and Preservation Division |
| Creator: | Chicago Department of Sewers |
| Title: | Chicago Sewers Collection |
| Date: | 1855-c. 2004 (bulk dates 1922-1969) |
| Abstract: | The Chicago Sewers Collection consists primarily of photographs and glass plate slides showing the construction and repair of Chicago's sewers. |
| Quantity: | ½ linear foot, 738 photographs, 121 glass plate slides |
From the establishment of Fort Dearborn in 1803 along the Chicago River to the present day, water and sanitation have always been crucial to Chicago. In the 1830s soldiers from Fort Dearborn cut a new channel through a sandbar that had blocked the mouth of the Chicago River. This channel provided direct access to the river, creating a navigable harbor for ships. The recently incorporated village of Chicago began to grow rapidly on both banks of the Chicago River. But Chicago's new settlers brought livestock and waste. Hogs and cattle were kept in the alleys. Manure from barns was dumped into the streets, and dead livestock were piled along the waterfront. As the village grew, the new residents built further back from the river. When rain fell on Chicago's low-lying soil, filth collected in shallow bogs and sinkholes. As conditions worsened, the frontier town dug ditches and built streets slanted toward the river, so that waste would drain away when it rained. Garbage was hurled into the ditches and clogged drainage. Even when this primitive system of sanitation worked, it merely shifted the sewage into the river, creating thick, smelly cesspools. By 1845, Chicago was facing an environmental crisis.
Cholera struck Chicago in 1849 and again in 1854. Six consecutive years of cholera and dysentery epidemics impelled the establishment of the Board of Sewerage Commissioners in February 1855. William B. Ogden (Chicago's first Mayor) was chosen to head the commission, and later, in 1855, Ogden brought Boston engineer Ellis S. Chesbrough to Chicago to design the first comprehensive system of underground sewers in the United States. The Board of Sewerage Commissioners adopted Chesbrough's plan to drain sewage into the Chicago River, in order to limit the cost and extent of the proposed sewer system. By the spring of 1856 Chesbrough had convinced the Commissioners that the level of Chicago's streets was much too low to adequately drain the city's new sewers. He proposed raising the grade of the streets six to ten feet. In this way sewers could be laid on top of existing streets and covered with dirt, and guttered streets could be paved at the new level. Raising the street level created space, not only to accommodate sewer pipes, but gas and water mains as well. Having established a new grade, the process of lifting the city out of the muck began. The Chicago River was dredged to deepen it for sewage, and the soil from the river bottom was used to raise the level of the streets. Owners lifted buildings to meet the new street level; in some cases whole blocks were raised at a time.
In the 150 years since Ellis Chesbrough's arrival in Chicago, the city has faced and overcome many sanitation challenges. In the latter part of the 19th century, the dynamic growth of Chicago's industries produced an acute industrial waste problem in the Chicago River, which was unsuccessfully combated by a series of enlargements to the Illinois and Michigan Canal, intended to cause the River to flow southwest down the Canal. Later, the establishment of the Chicago Sanitary District in 1889, one of the first regional authorities in the nation, led ultimately to the January 2, 1900, reversal of the flow of the Chicago River, so that waste is carried away from Lake Michigan. Through the years, as new housing was constructed further away from the center of the city, Chicago's sewers were extended to meet it. By 1930 Chicago's sewer system was the most extensive in the world. Today the Chicago Department of Water Management continues to employ new technologies in inspection, materials and maintenance.
The Chicago Sewers Collection consists primarily of photographs and glass plate slides showing the construction and repair of Chicago's sewers. The collection is very rich in that most photographs are fully identified with detailed descriptions on the back of the image. This information is the basis for the descriptions listed below. The information is often technical and includes engineering abbreviations. If the photograph was taken above ground, showing the surface of a street or intersection, that information is indicated in the finding guide. Most photographs were taken underground.
There are a small number of documents in this collection, mostly historical sketches covering the development of Chicago's sewer system or reports dealing with the same.
Documents
The documents have been arranged into 3 series: General; Historical Sketches; Reports. Within each series the files have been arranged chronologically.
Audio/Visual
Most of the photographs and glass plate slides have been arranged according to their location, as follows:
Photographs with the prefix "1" are a numerical then alphabetical list of streets, which are further arranged into chronological order. The images show original construction, damage to sewers, and repair work. Some of the images are glass plate slides.
Photographs with the prefix "2" are two photograph albums of sewers in the Mount Greenwood neighborhood. The second album is largely a duplicate copy of the first album. The albums contain photographs of the following streets in this order: St. Louis Avenue, 116th Place, 114th Street, 112th Place, Homan Avenue, 115th Street, 110th Street, Pulaski Road, 119th Street, Central Park, Kedzie Boulevard, 111th Street, 103rd Street, 107th Street, Fairfield Avenue, Francisco Avenue, 102nd Place. The photographs are dated from 1936-1937 and include projects carried out under the auspices of the Works Progress Administration.
Photographs with the prefix "3" are supporting graphical material, such as maps, graphs, charts and pages from the Chicago Civilian Defense Plan for Sewers and are arranged chronologically. Each image with this prefix is a glass plate slide.
Photographs with the prefix "4" include unidentified but dated images, arranged chronologically.
Photographs with the prefix "5" include unidentified and undated images.
Photographs with the prefix "6" include whole rolls of negatives covering various locations and moving film, arranged chronologically.
A cross-indexed list of secondary streets mentioned in the descriptions follows the Audio/Visual list.
John Waller of the Chicago Department of Sewers transferred the collection to the Library. The collection was processed in 2008.
The Chicago Sewer Collection is available to the public for research in the Special Collections and Preservation Division Reading Room on the 9th floor of the Chicago Public Library's Harold Washington Library Center, 400 South State Street, Chicago, Illinois, 60605. The collection does not circulate although copy services are available depending upon the condition of the materials. First time patrons to the Special Collections and Preservation Division Reading Room must present photo identification and complete a Reader Registration Form. Telephone inquiries on this collection and other Special Collections holdings can be directed to 312-747-4875.
Documents
| Box 1 | Series I: General |
| Series II: Historical Sketches | |
| Series III: Reports | |
| Oversize folder # 1: | Proposed Sewer in Irving Park Boulevard, 1914 |
| Oversize folder # 2: | "Progress Report: State Street Subway Data," August 15, 1941 |
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Audio/Visual | |
| Box 1 | Numerical/Alphabetical list of photographs, 1.1 – 1.112, 9"x12" |
| Box 2 | Numerical/Alphabetical list of photographs, 1.113 – 1.191, 9"x12" |
| Box 3 | Numerical/Alphabetical list of photographs, 1.192 – 1.360, 9"x12" |
| Box 4 | Numerical/Alphabetical list of photographs, 1.361 – 5.117, 9"x12" |
| Box 5 | Numerical/Alphabetical list of photographs, 4½" x 5¼" |
| Box 6 | Unidentified and mostly undated photographs, 4½" x 5¼" |
| Box 7 | Glass Plate Slides, 1.29 – 1.218 |
| Box 8 | Glass Plate Slides, 1.219 – 3.16 |
| Box 9 | Glass Plate Slides, 3.17 – 5.109 |
| Box 10 | Photograph Albums |
| Box 11 | Oversize Photographs |
| Box 12 | Oversize Glass Plate Slides, 5.110 – 5.117 |
Documents
| Series I: General | |
| Folder | Box 1 |
| 1 | Map showing sewers laid under the Chicago Sewerage Commissioners by end of 1857, c. 1858 |
| 2 | Index to the Sewers of the City of Chicago by B. F. Davenport, 1883 [reproduction] |
| 3 | City of Chicago, Board of Local Improvements, estimated cost of sewers, c. 1910 |
| 4 | Proposed Sewer in Irving Park Boulevard, 1914 [See Oversize folder 1] |
| 5 | "The Lakes to Gulf Waterway" [Questions and Answers], c. 1930 |
| 6 | Berteau Avenue Sewer System, bids for the material and construction, August 19, 1930 |
| 7 | Floods, informational leaflets and advertisements, 1939-1963 |
| 8 | "Organization and Equipment for Sewer Maintenance," by T. S. Ford and Frank J. O'Donnell, Public Works, May 1958 |
| 9 | Supplement to Proposed Flood Control Project for the Metropolitan Sanitary District of Greater Chicago, March 1960 |
| 10 | Economic and Community Improvement, clipping, section on replacing sewers, p. 4-7, c. 1979 |
| 11 | American Public Works Association, Chicago Metropolitan Chapter, award for Chicago Sewer System Construction, 1900-1930, 2000 |
| 12 | Statistics showing the miles of pipes installed from 1899, c. 2004 |
| 13 | Notes on revisions to Book of Rules, n.d. |
| 14 | Recommended amendments to Chapters 82 and 31 of the City Code concerning sewers, n.d. |
|
Series II: Historical Sketches | |
| 15 | Seven Days in Chicago, excerpt describing sewerage in Chicago, 1878 [Full copy in Municipal Reference Collection, Cz J.93 W76] |
| 16 | "The Chicago Sewer System," by George C. D. Lenth, February 1, 1923 |
| 17 | "A Brief Outline of the History of Chicago Sewers," by Harry M. Forrey, May 4, 1943 |
| 18 | "Chicago Sewer System," by A. J. Schafmayer, Journal of the Western Society of Engineers, December 1944 |
| 19 | "A Talk on Chicago Sewers" before the Plumbing Contractors' Association by A. J. Schafmayer, March 11, 1947 |
| 20 | "Sewers History," Department of Water and Sewers, February 1954 |
| 21 | The Chicago Sewer System, 1856-1956: 100 years of Protecting Chicago's Health by T.S. Ford and James Moorman, 1958 [Copy also in Municipal Reference Collection, Cc S51 1958] |
| 22 | "Chicago Sewers," anonymous, c. 1960 |
| 23 | "Sewers—History of Civilization," clipping, Chicago Daily News, October 28, 1961 |
| 24 | "He pulled Chicago out of mud," clipping, Chicago Daily News, January 26, 1972 |
| 25 | History [Sewers in Chicago], c. 1979 |
|
Series III: Reports | |
| 26 | Report and Plan of Sewerage for the City of Chicago, Illinois adopted by the Board of Sewers Commissioners, by E. S. Chesbrough, Chief Engineer, 1855 [reproduction] |
| 27 | Chicago Sewerage, Report of the Results of Examinations in Relation to Sewerage in Several European Cities, 1858 [reproduction] |
| 28 | Sewerage: Its Advantages and Disadvantages, Construction and Maintenance, by E. S. Chesbrough, City Engineer, Chicago, Illinois, 1877 [reproduction] |
| 29 | "Calumet District Sewage Report" by Rudolph Hering, C. E., 1907 |
| 30 | An account of the activities of the Department for the period 1915-1918, Board of Local Improvements of the City of Chicago, c. 1918 |
| 31 | "Progress Report: State Street Subway Data," August 15, 1941 [See Oversize folder 2] |
| 32 | "A Preliminary Appraisal: Pollutional Effects of Stormwater and Overflows from Combined Sewer Systems," November 1964 |
| 33 | City of Chicago, Department of Public Works, Annual Report, 1971 |
| 34 | City of Chicago, Department of Sewers, Annual Report, 1984 |
Audio/Visual, Numerical and alphabetical list of streets
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1.71 |
Albany Avenue Sewer System, extension of outfall in 1937 looking west, above ground, 1937 |
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1.72 |
Anthony Avenue [9350 South Anthony Avenue], non-reinforced concrete wall failure of 9 foot diameter sewer, and 2 inch construction sheeting about 60 years old, forced into sewer by sand movement, after concrete sewer wall failure, September 12, 1968 |
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1.73 |
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1.74 |
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1.75 |
Anthony Avenue [9350 South Anthony Avenue], non-reinforced concrete wall failure of 9 foot diameter sewer, and 2 inch construction sheeting about 60 years old, forced into sewer by sand movement, after concrete sewer wall failure, September 26, 1968 |
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1.76 |
Anthony Avenue [9350 South Anthony Avenue], non-reinforced concrete wall failure of 9 foot diameter sewer, and 2 inch construction sheeting about 60 years old, forced into sewer by sand movement, after concrete sewer wall failure, September 26, 1968 |
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1.77 |
Anthony Avenue [9350 South Anthony Avenue], non-reinforced concrete wall failure of 9 foot diameter sewer, and 2 inch construction sheeting about 60 years old, forced into sewer by sand movement, after concrete sewer wall failure, September 26, 1968 |
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1.78 |
Anthony Avenue [9350 South Anthony Avenue], non-reinforced concrete wall failure of 9 foot diameter sewer, and 2 inch construction sheeting about 60 years old, forced into sewer by sand movement, after concrete sewer wall failure, September 26, 1968 |
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1.79 |
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1.89 |
Anthony Avenue [9350 South Anthony Avenue], rebuilding with 3 or more rings of brick the arch of a non-reinforced 9 foot diameter monolithic concrete sewer that had failed (approximately 60 years old), October 15, 1968 |
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1.90 |
Anthony Avenue [9350 South Anthony Avenue], rebuilding with 3 or more rings of brick the arch of a non-reinforced 9 foot diameter monolithic concrete sewer that had failed (approximately 60 years old), October 15, 1968 |
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1.91 |
Anthony Avenue [9350 South Anthony Avenue], rebuilding with 3 or more rings of brick the arch of a non-reinforced 9 foot diameter monolithic concrete sewer that had failed (approximately 60 years old), October 15, 1968 (2 copies) |
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1.92 |
Anthony Avenue [9350 South Anthony Avenue], rebuilding with 3 or more rings of brick the arch of a non-reinforced 9 foot diameter monolithic concrete sewer that had failed (approximately 60 years old), October 15, 1968 |
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1.93 |
Anthony Avenue [9350 South Anthony Avenue], "head" assembly for rebuilding with brick the arch of a 9 foot diameter non-reinforced concrete sewer that had failed (approximately 60 years old), October 15, 1968 |
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1.94 |
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1.95 |
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1.96 |
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1.97 |
Anthony Avenue [9350 South Anthony Avenue], "head" assembly for rebuilding with brick the arch of a 9 foot diameter non-reinforced concrete sewer that had failed (approximately 60 years old), October 17, 1968 |
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1.98 |
Anthony Avenue [9350 South Anthony Avenue], "head" assembly for rebuilding with brick the arch of a 9 foot diameter non-reinforced concrete sewer that had failed (approximately 60 years old), October 17, 1968 |
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1.99 |
Avondale, siphon sewer, Avondale south of Foster, n.d. |
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1.100 |
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1.101 |
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1.102 |
Berteau Avenue, view in 8½ foot brick tunnel showing curve and also the cutting in of a proposed manhole on the left side of the sewer, October 23, 1930 (3 copies) |
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1.103 |
Berteau Avenue, view in 8½ foot brick tunnel looking toward the face of heading, Mayor William Hale Thompson is pictured with other dignitaries, October 23, 1930 (2 copies) |
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1.110 |
Berteau Avenue, view in west heading of 8½ foot brick sewer tunnel showing method of bracing with 4 inch x 6 inch maple cants, October 23, 1930 (3 copies) |
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1.111 |
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1.112 |
Berteau Avenue, view of Tipple at Berteau Avenue and Kolmar Avenue on 8½ foot brick sewer tunnel, unidentified dignitaries are pictured, above ground, October 23, 1930 (2 copies) |
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1.113 |
Berteau Avenue, view showing construction of open cut outfall at North Shore Channel Sanitary District, 14 feet x 9½ feet, looking east, above ground, October 23, 1930 (3 copies and glass plate slide duplicate) |
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1.114 |
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1.115 |
Berteau Avenue, view inside 14½ x 10½ foot concrete sewer near outfall showing method of lagging by means of 6 inch ship channel ribs, October 23, 1930 |
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1.116 |
Berteau Avenue, view looking east toward outfall, showing excavated trench for 14½ x 10½ foot concrete sewer, steel set for invert pouring and water standing in bottom of trench, part of which is through an old fill, above ground, November 2, 1930 (5 copies) |
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1.117 |
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1.118 |
Berteau Avenue, view looking east toward outfall at North Branch Chicago River, showing concrete arch covered with hay to protect it from the cold, above ground, November 2, 1930 (4 copies) |
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1.119 |
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1.120 |
Berteau Avenue, view showing existing Sanitary District interceptor at California Avenue with part of roof removed, above ground, November 14, 1930 (5 copies) |
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1.121 |
Berteau Avenue, view looking north showing construction of scaffolding inside Sanitary District interceptor at California Avenue, above ground, November 14, 1930 (3 copies) |
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1.122 |
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1.123 |
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1.124 |
Beverly Calumet Sewer System map, n.d. |
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1.125 |
Beverly Calumet, backfilling in International Harvester Company property, south of |
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1.126 |
Beverly Calumet, excavating at |
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1.127 |
Beverly Calumet, general view of "Backsloped" excavation north of |
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1.128 |
Beverly Calumet, setting invert steel in "Backsloped" section, n.d. |
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1.129 |
Beverly Calumet, pouring invert in "Backsloped" section, above ground, n.d. |
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1.130 |
Beverly Calumet, stretch of completed invert, n.d. |
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1.131 |
Beverly Calumet, section of arch form, n.d. |
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1.132 |
Beverly Calumet, section of arch form on carriage, arch steel set, n.d. |
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1.133 |
Beverly Calumet, setting outside arch form by panels, above ground, n.d. |
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1.134 |
Beverly Calumet, pouring arch with inside and outside forms, above ground, n.d. |
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1.135 |
Beverly Calumet, view northward over stretch of completed arch, above ground, n.d. |
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1.136 |
Beverly Calumet, sewer construction, 1-A, above ground, c. 1949 |
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1.137 |
Beverly Calumet, sewer construction, 1-A, above ground, c. 1949 |
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1.138 |
Beverly Calumet, sewer construction, 1-13, handling deep cut, above ground, c. 1949 |
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1.139 |
Beverly Calumet, sewer construction, 1-B, M.H. [Main Heading?] chimney, above ground, c. 1949 |
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1.140 |
Beverly Calumet, sewer construction, 3-A, near |
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1.141 |
Beverly Calumet, sewer construction, 3-A, near |
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1.142 |
Beverly Calumet, sewer construction, 3-A, near |
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1.143 |
Beverly Calumet, sewer construction, 3-A, near |
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1.144 |
Beverly Calumet, sewer construction, 3-A, near |
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1.145 |
Beverly Calumet, sewer construction, 3-A, near |
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1.146 |
Beverly Calumet, sewer construction, 3-A, near |
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1.147 |
Beverly Calumet, sewer construction, 3-A, near |
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1.148 |
Beverly Calumet, sewer construction, 3-A, near |
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1.149 |
Beverly Calumet, sewer construction, 3-A, |
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1.150 |
Beverly Calumet, Laflin Sewer Job, arch steel, 1-B, 1949 |
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1.151 |
Beverly Calumet, squeeze and settlement in deep cut 1-B. |
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1.152 |
Beverly Calumet, view north from near S.L. |
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1.153 |
Beverly Calumet, Boyle contract, 3-A Morgan, 111th Street to 103rd Street showing protective construction for drain stack, vulnerable to shore by refill coming from left in picture. Manhole on sewer and catch basin connection, above ground, 1952 |
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1.154 |
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1.155 |
Bloomingdale, west of |
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1.156 |
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1.158 |
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1.159 |
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1.160 |
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1.161 |
Broadway Street, at Shaft No. 1 looking west from alley east of Broadway on south walk on Leland Avenue showing amount of sidewalk space used by contractor. The two shanties in the foreground are dressing rooms for workmen. In the distance under the elevated structure is the enclosure for the electric hoist, above ground, February 18, 1927 |
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1.162 |
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1.163 |
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1.164 |
Broadway Street, looking southeast from Clifton Avenue on east side of Broadway towards Shaft No.1, showing 20 foot sidewalk in front of new building. Sidewalk recently partially opened for public use. All obstruction of walk shown is due to private use of walk for construction of new building. The 10 foot sewer in Broadway was built between curb shown and car track without interfering with building operations, which were conducted at the same time, above ground, February 18, 1927 |
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1.165 |
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1.179 |
Bryn Mawr Avenue, view showing intersection of 5 foot sewer in Nordica Avenue with 5½ foot sewer in Bryn Mawr Avenue, October 23, 1930 (glass plate slide duplicate) |
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1.180 |
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1.181 |
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| 1.182 |
Bryn Mawr Avenue, view of diversion chamber across Bryn Mawr Avenue in Marmora Avenue looking southwest showing downstream side of the concrete weir, new 9½ foot brick sewer at the north wall of the existing 8 foot brick sewer in Bryn Mawr Avenue, December 9, 1930 (2 copies) |
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1.183 |
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1.184 |
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1.185 |
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1.186 |
Number unassigned |
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1.187 |
Number unassigned |
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1.188 |
Number unassigned |
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1.189 |
Number unassigned |
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1.190 |
Number unassigned |
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1.191 |
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1.192 |
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1.193 |
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1.199 |
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1.200 |
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1.201 |
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1.202 |
Crawford [South Crawford, now Pulaski], sewer Works Progress Administration, above ground, c. 1936-1937 |
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1.203 |
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1.204 |
Damen and Lawrence, sewer construction, above ground, October 20, 1988 |
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1.205 |
Damen and Lawrence, sewer construction, above ground, October 20, 1988 |
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1.206 |
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1.207 |
Devon Avenue Sewer System, typical bulkhead and outfall, above ground, January 14, 1931 |
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1.208 |
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1.209 |
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1.210 |
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1.211 |
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1.212 |
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1.213 |
Diversey Avenue, J.S. sitting on a plank (and sponge rubber) dam 6 foot Diversey sewer at junction and take-off for Hamlin branch of Wrightwood relief sewer (to reduce dry flow in Wrightwood at Elston Avenue gate chamber), view up from "apron" below weir in Hamlin, October 15, 1959 |
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1.214 |
Diversey Avenue, close up of J.S. sitting on a plank (and sponge rubber) dam 6 foot Diversey sewer at junction and take-off for Hamlin branch of Wrightwood relief sewer (to reduce dry flow in Wrightwood at Elston Avenue gate chamber), view up from "apron" below weir in Hamlin, October 15, 1959 |
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1.215 |
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1.216 |
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1.217 |
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1.218 |
Forest Preserve Road Sewer System outfall, looking east from bank shows highway bridge on railroad, above ground, January 14, 1931 |
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1.219 |
Forest Preserve Road Sewer System, outfall at east bank of |
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1.220 |
Foster Avenue at exit ramp, outlet of siphon sewer, December 1964 |
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1.221 |
Foster Avenue, sewer tunnel, May 24, 1967 |
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1.222 |
Foster Avenue, sewer tunnel work, May 24, 1967 |
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1.223 |
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1.224 |
Foster Avenue, siphon, view from east wall outlet chamber, September 24, 1984 |
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1.225 |
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1.226 |
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1.227 |
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1.228 |
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1.229 |
Halsted Street, trench east half of Halsted Street north of Cabrini, preparing for laying of 4 foot reinforced concrete pipe (R.C.P.) sewer (University of Illinois Chicago), n.d. |
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1.230 |
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1.231 |
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1.232 |
Hiawatha Drive, view of sewer looking east on Hiawatha Drive, 25 feet east on Algonquin Avenue, showing sewer opening, retaining walls and steam shovels, May 22, 1925 |
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1.233 |
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1.234 |
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1.235 |
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1.236 |
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1.237 |
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|
1.238 |
|
|
1.239 |
|
|
1.240 |
|
|
1.241 |
|
|
1.242 |
|
|
1.243 |
|
|
1.244 |
|
|
1.245 |
Indiana Avenue, Zukowski and Kloman inspecting Indiana Avenue 4-A sewer, 84th Street connection to east, April 16, 1953 (2 copies) |
|
1.246 |
Irving Park and |
|
1.247 |
|
|
1.248 |
Kilbourn Avenue, start of project in easement in P.G.L. and C. Co. plant in Kilbourn Avenue extension south and south of the west fork of the south branch of the Chicago River (about 37th Street), hand excavation (Works Progress Administration Project 3734, excavation station 16 and 0), above ground, c. 1938 |
|
1.249 |
Kilbourn Avenue, use of "Needle Beam" in 18 foot x 14 foot, 4 inch foot sewer tunnel in easement in P.G.L. and C. Co. plant under Sanitary District Canal spoil bank on north side of canal at Kilbourn Avenue extended south (Works Progress Administration Project 3734 tunnel excavation station 1 and 00), c. 1939 |
|
1.250 |
Kilbourn Avenue, 18 foot x 14 foot, 4 inch in easement in P.G.L. and C. Co. plant at Kilbourn Avenue extended south and about 38th Street extended east (Works Progress Administration Project 3734 pouring arch station 12 and 50), above ground, c. 1939 |
|
1.251 |
Kilbourn Avenue, backfill around 24 inch gas main over 18 foot x 14 foot, 4 inch sewer in easement in P.G.L. and C. Co. plant at Kilbourn Avenue about 39th Street extended east (backfilled under gas main with sand first then clay.) (Works Progress Administration Project 3734 backfilling arch station 3 and 0), above ground, November 1939 |
|
1.252 |
Kostner Avenue Sewer System map, n.d. |
|
1.253 |
|
|
1.254 |
|
|
1.255 |
|
|
1.256 |
|
|
1.257 |
|
|
1.258 |
|
|
1.259 |
|
|
1.260 |
|
|
1.261 |
|
|
1.262 |
|
|
1.263 |
Kostner Avenue, M.H. [Main Heading?] in private street over 8 inch drain serving Helene Curtis and Murnane Paper Company, west of Kostner Avenue. Concrete block eaten away at water line, March 23, 1959 |
|
1.264 |
|
|
1.265 |
|
|
1.266 |
|
|
1.267 |
Kostner Avenue, 2-D, 8 inch D.C., 20 feet north of M.H. [Main Heading?] 3rd south of North Avenue flow into stream of 84 inch concrete pipe. Invert gone below point of impact, March 23, 1959 (2 copies) |
|
1.268 |
|
|
1.269 |
|
|
1.270 |
|
|
1.271 |
|
|
1.272 |
|
|
1.273 |
Kostner Avenue, looking north showing arrangement of three working platforms, flume, etc., Kostner Avenue sewer near LeMoyne Avenue, March 17, 1960 (2 copies) |
|
1.274 |
|
|
1.275 |
|
|
1.276 |
|
|
1.277 |
|
|
1.278 |
|
|
1.279 |
|
|
1.280 |
Kostner Avenue, looking south, west side of Kostner Avenue Sewer showing 8 inch Helene Curtis drain repair and area under drain, March 30, 1960 (3 copies) |
|
1.281 |
Kostner Avenue, looking north, west side of Kostner Avenue Sewer showing 8 inch Helene Curtis drain area beneath completely repaired, March 30, 1960 (2 copies) |
|
1.282 |
|
|
1.283 |
|
|
1.284 |
|
|
1.285 |
|
|
1.286 |
|
|
1.287 |
Lamon and Wrightwood weir (completed) in opening of 8½ inch eastbound sewer, built to reduce dry weather flow in Wrightwood ( |
|
1.288 |
|
|
1.289 |
Langley Avenue, west side of Langley Avenue, north of 61st Street, construction, above ground, c. 1957 (2 copies) |
|
1.290 |
|
|
1.291 |
|
|
1.292 |
|
|
1.293 |
|
|
1.294 |
|
|
1.295 |
|
|
1.296 |
|
|
1.297 |
|
|
1.298 |
LaSalle Street, diagram, profile of 12 foot sewer in LaSalle Street from Monroe Street to Madison Street, n.d. |
|
1.299 |
LaSalle Street, diagram, partial section of Continental National Bank Building, southwest corner of LaSalle and Adams Streets, n.d. |
|
1.300 |
|
|
1.301 |
|
|
1.302 |
|
|
1.303 |
|
|
1.304 |
|
|
1.305 |
|
|
1.306 |
|
|
1.307 |
|
|
1.308 |
|
|
1.309 |
|
|
1.310 |
|
|
1.311 |
|
|
1.312 |
|
|
1.313 |
|
|
1.314 |
|
|
1.315 |
|
|
1.316 |
|
|
1.317 |
|
|
1.318 |
Magnolia Avenue, shows 8½ foot connection of Thorndale straight ahead, n.d. |
|
1.319 |
Magnolia Avenue, shows Y junction of 7 feet, c. 1931 |
|
1.320 |
Magnolia Avenue, view looking north from below the arch centering, showing three sets of sheeting, wood sheeting in upper and lower set and steel sheeting in center set. The cut here is 24 feet, April 9, 1931 |
|
1.321 |
Magnolia Avenue, view of tunnel inside sewer, April 9, 1931 |
|
1.322 |
Magnolia Avenue, view of construction of |
|
1.323 |
Magnolia Avenue, view looking southwest showing intersection of 11 foot sewer in |
|
1.324 |
Magnolia Avenue, 11 foot junction with 16 foot |
|
1.325 |
Magnolia Avenue, direct intersection and reverse overflow at |
|
1.326 |
Magnolia Avenue, 8½ foot connection with 11 foot at |
|
1.327 |
Magnolia Avenue, west side of |
|
1.328 |
Magnolia Avenue, west side of |
|
1.329 |
Magnolia Avenue, west side of |
|
1.330 |
Magnolia Avenue, west side of |
|
1.331 |
Magnolia Avenue, west side of |
|
1.332 |
Magnolia Avenue, west side of |
|
1.333 |
Magnolia Avenue, west side of |
|
1.334 |
Magnolia Avenue, west side of |
|
1.335 |
Magnolia Avenue, west side of |
|
1.336 |
|
|
1.337 |
|
|
1.338 |
Monroe Street, diagram, profile of 2 foot x 2¼ foot sewer in Monroe Street from Wabash Avenue to Dearborn Street, n.d. |
|
1.339 |
|
|
1.340 |
|
|
1.341 |
|
|
1.342 |
|
|
1.343 |
|
|
1.344 |
|
|
1.345 |
|
|
1.346 |
|
|
1.347 |
|
|
1.348 |
|
|
1.349 |
|
|
1.350 |
|
|
1.351 |
|
|
1.352 |
Monroe Street, Wood Street looking north from the alley south of Warren Avenue, above ground, July 1, 1931 (2 copies) |
|
1.353 |
|
|
1.354 |
Monroe Street, Wood Street looking due north from a point 50 feet north of Jackson Boulevard, above ground, July 1, 1931 (2 copies) |
|
1.355 |
|
|
1.356 |
|
|
1.357 |
Monroe Street, Peoria Street looking southeasterly from the southwest curb corner of Randolph Street and Peoria Street, above ground, July 1, 1931 (3 copies) |
|
1.358 |
Monroe Street, Peoria Street looking north from a point 75 feet north of N.L. Jackson Boulevard, above ground, July 1, 1931 (2 copies) |
|
1.359 |
|
|
1.360 |
Monroe Street, Wood Street looking south from a point 5 feet south of N.L. Ogden Avenue, after concrete base was laid, above ground, July 8, 1931 |
|
1.361 |
|
|
1.362 |
|
|
1.363 |
Monroe Street, Wood Street looking south from a point 5 feet north of S.L. Madison Street and 5 feet west of east curb, photo taken before concrete base was laid, above ground, July 8, 1931 |
|
1.364 |
Monroe Street, Wood Street looking south from a point 5 feet north of S.L. Madison Street and 5 feet west of east curb, photo taken, after asphalt was laid, above ground, c. 1931 |
|
1.365 |
|
|
1.366 |
|
|
1.367 |
|
|
1.368 |
Monroe Street, Wood Street looking south from a point 5 feet south of N.L. Ogden Avenue, after asphalt top was laid, above ground, August 7, 1931 |
|
1.369 |
|
|
1.370 |
|
|
1.371 |
|
|
1.372 |
|
|
1.373 |
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1.374 |
|
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1.375 |
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1.376 |
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1.377 |
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1.378 |
|
|
1.379 |
|
|
1.380 |
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|
1.381 |
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|
1.382 |
|
|
1.383 |
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|
1.384 |
|
|
1.385 |
|
|
1.386 |
|
|
1.387 |
|
|
1.388 |
|
|
1.389 |
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|
1.390 |
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|
1.391 |
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|
1.392 |
|
|
1.393 |
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|
1.394 |
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|
1.395 |
|
|
1.396 |
|
|
1.397 |
|
|
1.398 |
|
|
1.399 |
|
|
1.400 |
|
|
1.401 |
|
|
1.402 |
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|
1.403 |
|
|
1.404 |
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|
1.405 |
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|
1.406 |
|
|
1.407 |
|
|
1.408 |
Neenah Avenue, looking down shaft (muck car in center) in north and south alley north of Diversey between Neenah and Nashville Avenues, September 4, 1957 |
|
1.409 |
|
|
1.410 |
|
|
1.411 |
O'Hare Field outfall, northwest field, scouring of asphalt lining of Armco pipe, above ground, March 17, 1966 (see also negative roll, 6.3) |
|
1.412 |
O'Hare Field outfall, northwest field, scouring of asphalt lining of Armco pipe, above ground, March 17, 1966 (see also negative roll, 6.3) |
|
1.413 |
O'Hare Field outfall, northwest field, scouring of asphalt lining of Armco pipe, above ground, March 17, 1966 (see also negative roll, 6.3) |
|
1.414 |
Paulina Street Sewer System, auxiliary outlet sewers, map, September 1946 |
|
1.415 |
Pine Grove north of |
|
1.416 |
Pioneer and Balmoral, view of pipe, above ground, August 1963 |
|
1.417 |
Pioneer and Balmoral, view of pipe, above ground, August 1963 |
|
1.418 |
|
|
1.419 |
|
|
1.420 |
|
|
1.421 |
|
|
1.422 |
|
|
1.423 |
|
|
1.424 |
Polk Street, 48 inch reinforced concrete pipe (R.C.P.) sewer between footings, looking northeast, above ground, August 2, 1963 |
|
1.425 |
|
|
1.426 |
|
|
1.427 |
|
|
1.428 |
|
|
1.429 |
|
|
1.430 |
|
|
1.431 |
Polk Street, inspecting damaged C.E. Co. duct line, excavated area beyond sheeting line, looking northeast, above ground, September 4, 1963 |
|
1.432 |
|
|
1.433 |
|
|
1.434 |
|
|
1.435 |
|
|
1.436 |
|
|
1.437 |
|
|
1.438 |
Polk Street, looking northwest at completed connection at Polk Street and Morgan Street station 17 and 95, above ground, September 23, 1963 |
|
1.439 |
|
|
1.440 |
|
|
1.441 |
Polk Street, placing 48 inch reinforced concrete pipe (R.C.P.) sewer (gasket type), looking east at station 5 and 77 approximately, longitudinal beams plus concrete bed cradle pipe, above ground, October 8, 1963 |
|
1.442 |
Polk Street, looking east to 48 inch reinforced concrete pipe (R.C.P.) sewer in place on cradle structure between station 5 and 77 and station 7 and 07, above ground, October 9, 1963 |
|
1.443 |
Polk Street, close-up of 48 inch reinforced concrete pipe (R.C.P.) sewer, in place between station 5 and 77 and station 7 and 07, showing mastic sealed joints, viewing west, above ground, October 9, 1963 |
|
1.444 |
|
|
1.445 |
|
|
1.446 |
|
|
1.447 |
Pulaski Road Sewer System, 7½ foot pre-cast reinforced concrete pipe, south of |
|
1.448 |
Pulaski Road Sewer System, south of |
|
1.449 |
Pulaski Road, Nalco Chemical Company, 7½ foot diameter of Pulaski Road Sewer. Looking northwest, discharge of 18 inch diameter from Nalco, July 1, 1970 |
|
1.450 |
|
|
1.451 |
|
|
1.452 |
|
|
1.453 |
|
|
1.454 |
|
|
1.455 |
|
|
1.456 |
|
|
1.457 |
Ridge Avenue [ |
|
1.458 |
Ridge Avenue [ |
|
1.459 |
River Road [East River Road], building M.H. [Main Heading?] on 15 inch sanitation sewer east side of East River Road south of Lawrence Avenue, September 4, 1957 |
|
1.460 |
River Road [ |
|
1.461 |
River Road [East River Road], looking south on east side of East River Road near Wilson Avenue, south of Lawrence showing machine excavation, above ground, September 4, 1957 |
|
1.462 |
Roscoe and Wrightwood sewer systems, auxiliary outlet sewers, map, n.d. |
|
1.463 |
|
|
1.464 |
|
|
1.465 |
|
|
1.466 |
|
|
1.467 |
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|
1.468 |
|
|
1.469 |
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|
1.470 |
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|
1.471 |
|
|
1.472 |
|
|
1.473 |
Sayre Avenue, looking northwest in Sayre Avenue toward Newport Avenue, house on left is 7001 Newport, above ground, July 7, 1964 |
|
1.474 |
|
|
1.475 |
|
|
1.476 |
|
|
1.477 |
|
|
1.478 |
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|
1.479 |
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|
1.480 |
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|
1.481 |
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|
1.482 |
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|
1.483 |
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|
1.484 |
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|
1.485 |
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|
1.486 |
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|
1.487 |
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|
1.488 |
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|
1.489 |
|
|
1.490 |
|
|
1.491 |
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|
1.492 |
|
|
1.493 |
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|
1.494 |
|
|
1.495 |
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|
1.496 |
|
|
1.497 |
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|
1.498 |
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|
1.499 |
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|
1.500 |
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|
1.501 |
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|
1.502 |
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|
1.503 |
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|
1.504 |
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|
1.505 |
|
|
1.506 |
|
|
1.507 |
|
|
1.508 |
|
|
1.509 |
|
|
1.510 |
|
|
1.511 |
|
|
|
|
|
Photograph albums | |
|
2.1 |
Photograph album, Mount Greenwood Sewer Photographs, showing sewer construction in |
|
2.2 |
Photograph album, Mount Greenwood Sewer Photographs. Largely a duplicate copy of 2.1 though with some differences. 147 photographs. |
|
|
|
|
Supporting graphic material | |
|
3.1 |
Graphs, rainfall intensity-duration curve for 5 year frequency. Design storm pattern hyetograph of "5 year" rainfall used in the design of sewers, n.d. |
|
3.2 |
Graph, maximum runoff rates from 10 acre fully developed residential area-type 5 land use, n.d. |
|
3.3 |
Graph, comparison of selected rainfalls with design storm pattern of 5 year frequency, n.d. |
|
3.4 |
Graphs, runoff from elemental strips of pervious area with various length of overland flow, lateral sewer hydrograph from 10 acre drainage area with "type 5" land use, n.d. |
|
3.5 |
Map, Douglas Park and surrounding area, n.d. |
|
3.6 |
Map, City of |
|
3.7 |
Map showing main outfall sewers in |
|
3.8 |
Map, |
|
3.9 |
Map of |
|
3.10 |
Diagram: Typical |
|
3.11 |
Diagram of North Shore Channel, |
|
3.12 |
Section of canal pumping works, n.d. |
|
3.13 |
Plan of |
|
3.14 |
Formulas and methods for computing runoff rates, n.d. |
|
3.15 |
Drainage of |
|
3.16 |
Typical brick intersection, 6 feet x 9 feet, n.d. |
|
3.17 |
Typical brick intersection, 6 feet x 9 feet, except small connection, n.d. |
|
3.18 |
Map of relief sewers, Lakeview District, December 1905 |
|
3.19 |
Map of |
|
3.20 |
Map of the City of |
|
3.21 |
Map of Chicago Water System, water main 12 inches diameter and larger, 1911 |
|
3.22 |
The Sanitary District of Chicago, map showing sanitary investigations of rivers and channels, determinations of dissolved oxygen parts per million, average results June, July and August 1911 |
|
3.23 |
Maps showing relative deficiencies of revised outlet and existing outlet sewers based on land use, c. 1940-1941 |
|
3.24 |
Map showing relative deficiencies of existing sewers before any further improvement, 1940-1941 |
|
3.25 |
Map showing estimated relative deficiencies of outfall sewers, 1940-1941 |
|
3.26 |
|
|
3.27 |
|
|
3.28 |
|
|
3.29 |
|
|
3.30 |
|
|
3.31 |
|
|
3.32 |
|
|
3.33 |
|
|
3.34 |
|
|
3.35 |
|
|
3.36 |
Map showing proposed auxiliary sewers and districts in 1947 program, November 20, 1944 |
|
3.37 |
Central South Side Sewer System map, 1945 |
|
3.38 |
Graph showing relative deficiency of existing outlet sewers before improvement, refers to 3.7, 1946 |
|
3.39 |
Graph showing relative deficiency of outlet sewers after improvement, refers to 3.19, 1946 |
|
3.40 |
Graph, runoff computed by modified rational method (Q-FCIA) for uniform type of land use, as indicated, 1946 |
|
3.41 |
Outlet sewer capacities graph, 1946 |
|
3.42 |
Graph, hydraulic gradient 10 acre residential lateral, 1946 |
|
3.43 |
Graph, comparison of selected rainfalls with design storm pattern of 5 year frequency, c. 1954 |
|
3.44 |
Auxiliary outlet sewers bond issues programs, September 1954 |
|
3.45 |
Graph, population growth and increase in outlet capacity of sewer systems in the City of |
|
3.46 |
Graphs, comparison between "5 year curve" and maximum rainfall rates by months, c. 1955 |
|
3.47 |
Map, City of |
Cross index of secondary streets mentioned in descriptions
| Street | See photo number |
| 14th Street | 1.203 |
| 21st Street | 6.1 |
| 35th Street | 1.184, 1.185 |
| 38th Street | 1.250 |
| 49th Street | 1.305, 1.306, 1.307, 1.308, 1.309, 1.310 |
| 51st Street | 1.401, 1.402 |
| 52nd Street | 1.400 |
| 61st Street | 1.289, 1.290, 1.291, 1.292 |
| 71st Street | 1.447 |
| 76th Street | 1.247 |
| 79th Street | 1.448 |
| 83rd Street | 1.475 |
| 84th Street | 1.245 |
| 103rd Street | 1.153, 1.476 |
| 104th Street | 1.153 |
| 105th Street | 1.153 |
| 106th Street | 1.153 |
| 107th Street | 1.153 |
| 108th Street | 1.153 |
| 109th Street | 1.153 |
| 110th Place | 1.140, 1.141, 1.142, 1.143, 1.144, 1.145, 1.146, 1.147, 1.148, 1.153 |
| 111th Street | 1.152, 1.153 |
| 112th Place | 1.149, 1.233 |
| 115th Street | 1.151 |
| 119th Street | 1.125, 1.126, 1.127 |
| 133rd Street | 1.483, 1.484, 1.485, 1.486 |
| 134th Street | 1.487, 1.488, 1.489, 1.490, 1.491, 1.492, 1.493, 1.494, 1.495, 1.496, 6.3 |
| Adams Street | 1.206, 1.299 |
| Albany Avenue | 1.8, 1.9, 1.10, 1.11, 1.12 |
| Albion Avenue | 1.227 |
| Algonquin Avenue | 1.232 |
| Archer Avenue | 1.399 |
| Ashland Boulevard | 1.351 |
| Austin | 1.463, 1.464, 1.465, 1.466, 1.467, 1.468, 1.469, 1.470 |
| Balmoral | 1.416, 1.417 |
| Belmont | 1.300, 1.301 |
| Blue Island Avenue | 1.429 |
| Bryn Mawr Avenue | 1.286 |
| Buena Avenue | 1.166, 1.167 |
| Cabrini | 1.229, 1.230, 1.231, 1.477 |
| California Avenue | 1.14, 1.117, 1.119, 1.120, 1.121, 1.122, 1.123 |
| Canal | 1.1, 1.2, 1.3, 6.1 |
| Carpenter | 1.409, 1.410 |
| Carroll | 6.4 |
| Central Avenue | 1.399, 1.400 |
| Chicago River | 1.451, 1.453, 1.454, 1.455, 1.456, 6.1 |
| Chicago River, North Branch | 1.63, 1.118, 1.173, 1.180, 1.181 |
| Chicago River, South Branch | 1.248 |
| Circle Drive | 6.2 |
| Cicero Avenue | 1.101, 1.155, 1.305, 1.307, 1.308, 1.309, 1.310, 6.1 |
| Clifton Avenue | 1.164 |
| Commercial | 1.34, 1.35, 1.36, 1.37, 1.38, 1.39, 1.40, 1.41, 1.42, 1.43, 1.44, 1.45, 1.46, 1.47 |
| Congress Street | 1.234 |
| Crawford Avenue | 1.106, 1.108 |
| Dan Ryan | 1.477 |
| Dearborn Street | 1.338, 6.5 |
| Delphia Avenue | 6.4 |
| Des Plaines River | 1.219 |
| Diversey | 1.293, 1.406, 1.407, 1.408 |
| Dobson | 1.27, 1.28 |
| Eberhart Avenue | 1.56 |
| Ellis | 1.31 |
| Elston Avenue | 1.208, 1.213, 1.214, 1.287, 1.288 |
| Ewing Avenue | 1.52 |
| Federal Street | 1.217 |
| Foster Avenue | 1.99, 6.4, 6.5 |
| Fremont Street | 1.156, 1.168, 1.169, 1.170, 1.171 |
| Glenwood Avenue | 1.326 |
| Halsted Street | 1.29, 1.420, 1.421, 1.422, 1.423, 1.425 |
| Hamlin Street | 1.53, 1.54, 1.55, 1.208, 1.213, 1.214 |
| Harrison Street | 1.217, 1.418 |
| Harvard | 1.30 |
| Hoyne | 6.4 |
| Indiana | 6.3 |
| Jackson Boulevard | 1.354, 1.355, 1.358 |
| Jefferson Street | 1.451, 1.453, 1.454, 1.455, 1.456 |
| Karlov | 1.223 |
| Kilpatrick | 1.293 |
| Kimbark Avenue | 1.32, 1.33 |
| Kimbark Street | 1.26 |
| Kolmar Avenue | 1.101, 1.112 |
| Kostner Avenue | 1.101 |
| LaCrosse Avenue | 1.306, 1.308, 1.310 |
| Laflin | 1.150, 1.151, 1.152 |
| Lake Meadows Project | 1.4, 1.5, 1.6, 1.7 |
| Lake Park | 1.24, 1.25, 6.2 |
| Lake Shore Drive | 6.3 |
| LaSalle | 6.4 |
| Lawndale Avenue | 1.13 |
| Lawrence Avenue | 1.13, 1.204, 1.205, 1.294,1.295, 1.296 1.297, 1.323, 1.324, 1.459, 1.460, 1.461, 6.1 |
| Leamington Avenue | 6.1 |
| Leland Avenue | 1.159, 1.160, 1.161, 1.162, 1.163, 1.165 |
| LeMoyne Avenue | 1.264, 1.268, 1.269, 1.271, 1.272, 1.273, 1.274, 1.279, 1.327, 1.328, 1.329, 1.330, 1.331, 1.332, 1.333, 1.334, 1.335 |
| Lexington Street | 1.253, 1.254 |
| Lincoln Avenue | 1.68 |
| Logan Boulevard | 1.208, 1.287, 1.288 |
| Mobile | 1.463, 1.464, 1.465, 1.466, 1.467, 1.468, 1.469, 1.470 |
| Madison Street | 1.298, 1.363, 1.364, 6.5 |
| Magnolia Avenue | 1.327 |
| Marmora Avenue | 1.173, 1.180, 1.182, 1.183 |
| Miltimore Avenue | 1.174, 1.180 |
| Monroe Street | 1.206, 1.298 |
| Morgan Street | 1.140, 1.141, 1.142, 1.143, 1.144, 1.145, 1.146, 1.147, 1.148, 1.437, 1.438, 1.439 |
| Nashville Avenue | 1.404, 1.406, 1.407, 1.408 |
| Newport Avenue | 1.473 |
| Nordica Avenue | 1.179 |
| North Avenue | 1.260, 1.261, 1.262, 1.265, 1.266, 1.267, 1.285, 6.3 |
| North Shore Channel Sanitary Dist. | 1.104, 1.107, 1.109, 1.113, 1.114, 1.186, 1.303, 1.304 |
| Oak Street Beach | 1.284 |
| Ogden Avenue | 1.350, 1.353, 1.360, 1.368 |
| O'Hare Field | 6.3 |
| Peoria Street | 1.356, 1.357, 1.358, 1.359, 1.361, 1.365, 1.366, 1.367, 1.369, 1.370, 1.371 |
| Polk Street | 1.217, 1.418, 1.477 |
| Pratt Boulevard | 1.325 |
| Pulaski Road | 1.108, 1.192, 1.193, 1.194, 1.195, 1.196, 1.197, 1.198, 1.199, 1.200, 1.201, 1.202, 1.449 |
| Randolph Street | 1.357, 1.365, 1.371 |
| River Road | 1.498 |
| Rockwell Street | 1.49, 1.50, 1.51, 1.226, 1.445, 1.446 |
| Rokeby Street | 1.156, 1.168, 1.169, 1.170, 1.171 |
| Roscoe | 1.172, 1.300, 1.301 |
| Sangamon | 1.15, 1.409, 1.410 |
| Sheridan Road | 1.166, 1.167, 1.325, 1.415, 1.474 |
| Springfield | 1.246 |
| Stevenson Avenue | 1.57 |
| Talman | 1.445 |
| Thorndale Avenue | 1.318, 1.326, 1.474 |
| Torrence | 1.48 |
| Union Avenue | 1.477 |
| Wabash Avenue | 1.338 |
| Wacker | 1.336 |
| Warren Avenue | 1.352 |
| Water Place | 6.3 |
| Wilson Avenue | 1.163, 1.461 |
| Wolcott Avenue | 1.61 |
| Wood Street | 1.352, 1.353, 1.354, 1.355, 1.360, 1.362, 1.363, 1.364, 1.368 |
| Wrightwood | 1.208, 1.214, 1.287, 1.288, 1.462 |



