Attachment A - Buick City Outfall Map.pdf

PDF 2 MB Posted

Attached to
Stormwater Outfall Discharge Sampling
Solicitation number
RFP 761 250000000339 1
Issued by
Michigan

About this file

This file is a technical drainage map for the Buick City site in Flint, Michigan, associated with the RACER Trust project. The map illustrates the storm sewer system and outfall drainage areas for the property, identifying multiple structures, manhole locations, catch basins, and inlets with their corresponding rim elevations. The drainage map designates 26 numbered structures and multiple manhole designations (including numbered series 1-38 and additional references such as MH 13-11, MH 4-26, and MH 4-23), along with approximate locations of gas and water lines as of 2015. The map includes various areas of interest (AOI) designations and indicates sewer lines categorized by their position relative to the water table, with legend notation distinguishing between sealed storm sewer lines, areas with no direct drainage, and areas where limited data is available regarding drainage connectivity.

The map serves as a reference document for understanding the existing infrastructure conditions at the Buick City site and provides elevation data necessary for drainage analysis and remediation planning. Specific rim elevations range from approximately 701.57 feet to 761.89 feet across the identified structures and access points. The document was prepared by technical staff and saved on April 1, 2024, utilizing AutoCAD software. This engineering document would be essential for any bidders or contractors responsible for site assessment, remediation, construction, or environmental work at the Buick City property.

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Text version

APPROXIMATE LOCATION

OF GAS LINE (2015)

APPROXIMATE LOCATION

OF WATER LINE (2015)

APPROXIMATE LOCATION

OF GAS LINE (2015)

MH 13-11

MH 4-26

MH 4-23

009 010

004 004A

005A

007A

005A

1 (13-18 NEW

RIM=740.57

5 (13-17 NEW

RIM=740.06

6 (13-16 NEW

RIM=741.18

10 (13-15 NE

W)

RIM=742.57

14 (13-14)RIM=738.61

15 (13-13)RIM=739.26

16 (13-12)RIM=739.28

17 (Outfall 01 3)

18 (13-1)RIM=710.88

19 (13-2)RIM=718.68

20 (13-3)RIM=722.75

21 (13-4)RIM=725.41

22 (13-5)RIM=731.65

23 (13-6)RIM=729.38

24 (13-7)RIM=734.14

25 (13-8)RIM=735.08

26 (13-9)RIM=734.84

STORM MAN

HOLE 2-1

RIM=714.79

STORM MAN

HOLE 2-2

RIM=714.48

STORM MAN

HOLE 2-3

RIM=714.82

STORM MAN

HOLE 2-4

RIM=714.82

STORM MAN

HOLE 2-5

RIM=715.9

STORM CAT

CH BASIN 2-

RIM=715.71

STORM CAT

CH BASIN 2-

RIM=715.93STORM MAN

HOLE 2-8

RIM=719.02

STORM MAN

HOLE 2-9

RIM=718.46

STORM MAN

HOLE 2-10

RIM=721.55

STORM MAN

HOLE 2-11

RIM=722.26

STORM MAN

HOLE 2-13

RIM=727.49

STORM MAN

HOLE 2-14

RIM=727.69

STORM MAN

HOLE 2-15A

RIM=733.29

STORM CAT

CH BASIN 2-

15B

RIM=742.29

STORM MAN

HOLE 2-16

RIM=749.63

STORM MAN

HOLE 2-17

RIM=751.05

MH #1

RIM=753.7

CB #2RIM=753.41

MH #3RIM=753.44

INLET # 4 RIM=753.44

MH #5RIM=752.95

MH #6RIM=749.21

INLET #7RIM=749.13

INLET #8RIM=748.91

MH #9RIM=747.24 INLET #10RIM=747.08

MH #11RIM=746.98

INLET # 12 RIM=746.48

MH #13RIM=746.26

INLET #14 RIM=743.71

MH #15RIM=743.85

INLET #16RIM=743.73

INLET #17RIM=733.73

MH #18RIM=733.82

INLET #19RIM=733.62

MH #20RIM=730.35

INLET #21

RIM=730.05

CB #22RIM=730.06

CB #23RIM=730.19

INLET #24RIM=730.23

MH #25RIM=732.32

CB #26RIM=734.23

INLET #27RIM=734.32

MH #28RIM=724.61

MH #29RIM=724.66

MH #30 RIM=743.66

MH #31RIM=761.89

MH #32RIM=750.18

CB #33RIM=744.52

MH #34RIM=748.83

CB #35 RIM=747.92

MH #36RIM=748.38

MH #37RIM=748.05

MH #38RIM=745.94

STORM MAN

HOLE 2-18

RIM=752.86

Structure #1RIM=740.57

Structure #5RIM=740.06

Structure #6RIM=741.18

Structure #10 RIM=742.57

Structure #14RIM=738.61

Structure #15RIM=739.26

Structure #16RIM=739.28

Structure #17RIM=701.57

Structure #18RIM=710.88

Structure #19

RIM=718.68

Structure #20RIM=722.75

Structure #21RIM=725.41

Structure #22RIM=731.65

Structure #23RIM=729.38

Structure #24RIM=734.14

Structure #25RIM=735.08

Structure #26 RIM=734.84

CATCH BAS

IN

RIM=754.03

CATCH BAS

IN

RIM=754.78CATCH BAS

IN

RIM=754.93

CATCH BAS

IN

RIM=755.48

CATCH BAS

IN

RIM=755.29

CATCH BAS

IN

RIM=755.8

CATCH BAS

IN

RIM=756.58

CATCH BAS

IN

RIM=755.52

MH# 3-23RIM=749.27

MH# 3-26RIM=753.44

MH# 3-28RIM=753.43

MH# 3-47RIM=743.05

MH# 3-46RIM=742.66

MH# 3-45RIM=746.08

MH# 3-44RIM=746.13

MH# 3-43RIM=746.19

MH# 3-42RIM=746.08

MH 4-26

MH 13-11

MH 4-23

MH #1-7RIM=746.7

MH 1-3 (UNC

ERTAIN)

RIM=751.88

AOI 36-1 MS

AOI 36-1 GP

AOI 36-2

AOI 36-5

AOI 10-4

AOI 05-1AOI 05-5

AOI 81-2

AOI 83/84-2

AOI 83/84-4

AOI 40-A

AOI 40-B

AOI 02-B

AOI 16-C

AOI 09-B

AOI 10-1

AOI 03-1 AOI 86-1

AOI 12-A, 12-B, AND 12-C

RACER TRUST

BUICK CITY

FLINT, MICHIGAN

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FIGURE

STORM SEWERS AND OUTFALL

DRAINAGE AREAS

APPROXIMATE SCALE IN FEET

0 400' 800'

LEGEND:

AREA ASSUMED TO BE PART OF

OUTFALL DRAINAGE AREA

AREAS WITH NO DIRECT DRAINAGE TO

THE STORM SEWER

OUTFALL DRAINAGE AREA AND NUMBER

SEWER LINE BELOW WATER TABLE

SEWER LINE BELOW WATER TABLE

(LIMITED DATA AVAILABLE)

SEWER LINE ABOVE WATER TABLE

SEWER LINE ABOVE WATER TABLE

(LIMITED DATA AVAILABLE)

SEALED STORM SEWER LINE

File details come from the government source that posted it. Updated .