State of Mich. v. City of Allen Park

501 F. Supp. 1007, 19 ERC 2163, 11 Envtl. L. Rep. (Envtl. Law Inst.) 21023, 19 ERC (BNA) 2163, 1980 U.S. Dist. LEXIS 17370
CourtDistrict Court, E.D. Michigan
DecidedNovember 6, 1980
Docket79-74681, 79-74682
StatusPublished
Cited by17 cases

This text of 501 F. Supp. 1007 (State of Mich. v. City of Allen Park) is published on Counsel Stack Legal Research, covering District Court, E.D. Michigan primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
State of Mich. v. City of Allen Park, 501 F. Supp. 1007, 19 ERC 2163, 11 Envtl. L. Rep. (Envtl. Law Inst.) 21023, 19 ERC (BNA) 2163, 1980 U.S. Dist. LEXIS 17370 (E.D. Mich. 1980).

Opinion

OPINION

FEIKENS, Chief Judge.

Background

This case concerns the water quality of the North Branch of the Ecorse Creek, a creek which begins just north of Detroit Metropolitan Airport, thirteen miles from the mouth. It flows eastward through the communities of Dearborn Heights, Allen Park, Lincoln Park and Ecorse, and merges with the South Branch of Ecorse Creek three-fourths of a mile west of the Detroit River. The point where the Ecorse River empties into the Detroit River is located in Lincoln Park. (P.Ex. 5, 24). The North *1009 Branch of the Ecorse Creek is part of “waters of the state”, as defined by the legislature, M.C.L. § 323.11(b) (M.S.A. § 3.531(b)), and has been designated for partial body contact uses. (P.Ex. 2, p. 39).

In May, 1969 the Michigan Water Resources Commission (“WRC”) initiated a survey of the Ecorse River in conjunction with a plan of implementation to correct existing water quality problems. During wet weather, when flows within the combined sewer system are high, untreated domestic sanitary sewage and stormwater runoff are discharged from nine outlets along the North Branch of the Ecorse Creek and two outlets along the South Branch. (P.Ex. 5, 24). The WRC study showed high total and fecal coliform counts 1 in Ecorse Creek, as well as large concentrations of materials with high biochemical oxygen demand (“BOD”) causing an extremely low level of dissolved oxygen 2 in Ecorse Creek. Algal densities were excessive and the only bottom-dwelling organisms existing were pollution-tolerant sludge worms. (P.Ex. 24). That study confirmed that the discharge of combined sewer overflows into the river was the principal cause of its “severely degraded condition”. (P.Ex. 24, p. 1).

In November of 1970 the Michigan Department of Natural Resources (“DNR”) ordered the communities within the Ecorse Creek Basin to correct pollution emptying into Ecorse Creek and the Detroit River. The Wayne County Drain Commissioner, Charles Youngblood, consequently authorized a study of the sewer system to determine solutions for water quality problems of Ecorse Creek. The culmination of this study was the Facility Planning Study: Pollution Abatement of Ecorse Creek, Element 2-Combined Sewer Areas, Final Plan (Wayne County Drain Commissioner, February 1977). (P.Ex. 2). Three alternatives were evaluated on the basis of monetary costs, contribution to water quality goals, public acceptability, environmental impact and implementation capability. (P.Ex. 2, p.

7).

Alternative 1 called for Allen Park, Lincoln Park and Taylor to construct a new system of sewers to separate domestic sanitary sewage from storm runoff. This program would provide for continuous treatment of domestic sanitary sewage at the Wayne County Wyandotte Wastewater Treatment Plant during all flow conditions and the release of only storm surface runoff to Ecorse Creek. (P.Ex. 2, 8, 9 and 25). The end result would be to correct eight of the nine combined sewage overflows into the North Branch of the Ecorse Creek, with the remaining location being corrected independently by the City of Ecorse. (Sprow and Trim testimony, P.Ex. 2, p. 15). Alternative 2 proposed separation of combined sewers in Taylor, diversion of storm runoff from the LeBlanc Drain at an upstream point, and storage and treatment of the remaining combined sewer overflows. Alternative 3 called for no major modification of the sewer system, but addressed the problem by intercepting, storing and treating all the combined sewer overflows. (Trim testimony, P.Ex. 2).

The study recommended selection of Alternative 1 as the most cost-effective plan. Alternative 1 was formally selected for implementation by the North Branch of Ecorse Creek Drain Improvement Board following evaluation of input at a public hearing on January 27, 1977. (P.Ex. 2, p. 79). Alternative 1 received wide public support from citizen groups and endorsement by government agencies, including Allen Park, based on the beneficial environmental *1010 effects of the project. These effects include reduced energy use and costs for operation and maintenance of the Wyandotte Treatment Plant, a reduction in local basement flooding as well as risks to public health and safety due to increased sewer system reliability, and improved water quality in the Ecorse Creek, the Detroit River and Lake Erie with the reduction in solids, BOD, and phosphorus loading. (Trim testimony, P.Ex. 2, p. 88). The DNR and the United States Environmental Protection Agency (“EPA”) approved Alternative 1. (P.Ex. 1).

Outfall 001 is one of the locations where combined sewer overflows occur and it contributes significantly to the pollution of the North Branch of the Ecorse Creek. A major source of the combined sewer overflow at outfall 001 is the LeBlanc Drain, which serves the LeBlanc Tile Drainage District, comprised of portions of Allen Park, Lincoln Park and Taylor, excluding areas served by the Detroit Water and Sewerage Department in the northern and southern portions of Allen Park. (Sprow testimony, P.Ex. 5(b)). Raw sanitary sewage and stormwater in the LeBlanc Drain, including combined sewage from branch sewer lines (the Moore Arm and Horger Arm), are conveyed through the LeBlanc Drain eastward to the River Drive Interceptor. (P.Ex. 5(b)). Before reaching the interceptor, the LeBlanc Drain flows into a junction chamber near the intersection of Capitol Avenue and River Drive in the City of Lincoln Park. During periods of dry weather the combined sewage flows by gravity from the junction chamber into a regulator device from which it is conveyed to the Wayne County Wyandotte Treatment Plant via the River Drive Interceptor. However, the River Drive Interceptor has insufficient capacity to convey high wet weather flows from the Ecorse Creek drainage basin to the Wyandotte Treatment Plant. During wet weather, when the water level in the LeBlanc Drain exceeds the water level in the North Branch of the Ecorse Creek, two flap gates in the junction chamber will open and allow flows from the LeBlanc Drain to enter two enclosed pipes which convey combined sewage into the North Branch of the Ecorse Creek from outfall 001. (Sprow and Trim testimony, P.Ex. 7).

On June 14, 1977 the City of Allen Park Council passed a resolution approving the financing of drain improvements and authorizing a petition to the Wayne County Drain Commissioner requesting drainage improvements pursuant to Chapter 20 of the Drain Code of 1956, as amended, M.C.L. § 280.461 et seq. (M.S.A. § 11.1461 e£ seq.). (D.Ex. 46). Upon evaluation of a petition submitted by the Cities of Allen Park, Dearborn Heights, Lincoln Park and Taylor, County of Wayne and State of Michigan, and following statutory notice and public hearing, M.C.L. § 280.467 (M.S.A. § 11.-1467), a Final Order of Determination was entered on October 19, 1977, determining that the petition for a drainage project (designated the Ecorse Creek Pollution Abatement Drain No. 1) was sufficient and that the project was necessary for the public health and should be constructed. (D.Ex. 45).

On January 20, 1978 the DNR Water Quality Division issued NPDES permit No.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Bufford v. Williams
42 F. App'x 279 (Tenth Circuit, 2002)
United States v. Gulf States Steel, Inc.
54 F. Supp. 2d 1233 (N.D. Alabama, 1999)
Ahearn v. Charter Township of Bloomfield
100 F.3d 451 (Sixth Circuit, 1996)
Brian Ahearn v. Charter Township Of Bloomfield
100 F.3d 451 (Sixth Circuit, 1996)
State of Mich. v. City of Allen Park
739 F. Supp. 1102 (E.D. Michigan, 1990)
Detroit Audubon Society v. City of Detroit
696 F. Supp. 249 (E.D. Michigan, 1988)
W. F. McComb Engineering, P.C. v. Richardson
22 V.I. 251 (Virgin Islands, 1986)
Locust Lane v. Swatara Township Authority
636 F. Supp. 534 (M.D. Pennsylvania, 1986)
Mobil Oil Corp. v. Department of Energy
728 F.2d 1477 (Temporary Emergency Court of Appeals, 1983)
County of Delta v. Department of Natural Resources
325 N.W.2d 455 (Michigan Court of Appeals, 1982)

Cite This Page — Counsel Stack

Bluebook (online)
501 F. Supp. 1007, 19 ERC 2163, 11 Envtl. L. Rep. (Envtl. Law Inst.) 21023, 19 ERC (BNA) 2163, 1980 U.S. Dist. LEXIS 17370, Counsel Stack Legal Research, https://law.counselstack.com/opinion/state-of-mich-v-city-of-allen-park-mied-1980.