Attachment 1 - Plans~3.pdf
PDF 5 MB Posted
- Attached to
- DNR Woodford - Septic System Improvements
- Solicitation number
- 24-422DNR-DIREC-B-41273
- Issued by
- Wabash County, Illinois
About this file
This document is an attachment related to a state and local contract opportunity for the Illinois Department of Natural Resources (IDNR) to improve the septic system at the Woodford State Fish and Wildlife Area (SFWA).
The scope of work includes replacing the existing septic system, with details provided in the construction notes and drawings. The project entails installing a new septic tank, distribution box, and seepage field, as well as connecting the system to the dosing chamber. The contractor must coordinate with the County Health Department and follow all requirements of the Illinois Department of Public Health. No vehicular equipment will be allowed on the seepage fields. The project plans and details are provided in the attached sheets.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Attachment 3 - County Private Sewage Permit Forms.pdf | ||
| Scope of Work - Large 2~11.docx | DOCX document | |
| 2SMALL CONSTRUCTION BID FORM1~87.docx | DOCX document | |
| 2Standard Illinois Certifications-v.23.1~57.docx | DOCX document | |
| Attachment 2 - Special Provisions Woodford SFWA.pdf | ||
| Attachment 4 - Contractor Schedule of Values.xlsx | XLSX spreadsheet | |
| 2Standard Terms and ConditionsV 23.2~57.pdf |
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UTILITY NOTE
THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE,
ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED
FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO
BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN
ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE
CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND
MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION,
PROTECTION, ETC. OF ANY UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY
COMPANY AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED
WITH BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
CONTACTS
ILLINOIS DEPARTMENT of
NATURAL RESOURCES
OFFICE OF
REALITY & CAPITAL PLANNING
ILLINOIS
DEPARTMENT OF
NATURAL
RESOURCES
WOODFORD COUNTY HEAL TH DEPARTMENT
1831 S. MAIN STREET
EUREKA, IL 61530
OFFICE: 309.467.3064
IMEG CORP. HAS ADOPTED SAFETY PROCEDURES FOR ITS EMPLOYEES WHO PROVIDE
PROFESSIONAL ENGINEERING AND SURVEYING SERVICES. A COPY OF THESE PROCEDURES IS
AVAILABLE FROM THE SAFETY OFFICER. IMEG CORP. PERSONNEL ARE NOT TRAINED IN
CONTRACTOR (CONSTRUCTION) SAFETY AND COMPLIANCE PROCEDURES. THE METHODS AND
MEANS TO COMPLY WITH CONSTRUCTION SITE SAFETY ARE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
WOODFORD COUNTY, ILLINOIS
IDNR FILE# 1-22-011
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INDEX OF SHEETS
COVER SHEET
NOTES/LEGEND/QUANTITIES
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SEPTIC SYSTEM PLAN
DETAILS
IDOT - GENERAL NOTES & TYPICAL SECTIONS
PREPARED BY
1 hereby certify that this plan was prepared by me or under my direct personal supervision and that I am a duly licensed Profe i nal r er the laws of the State of Illinois.
Mark R. Rice License No. 062-044509 My license renewal date is November 30, 2023 � Pages or sheets covered by this seal: ___ ::> __
CONSTRUCTION NOTES
1. Provide materials used and work performed in compliance with the requirements of Illinois Department of Public Health and Woodford County.
2. Small adjustments may be made to the system layout to accommodate the preservation of trees.
3. Notify County Health Department if any field tile are encountered.
4. Trenches shall be constructed in such a manor as to maintain a level trench bottom. contractor shall not strip the topsoil from the entire seepage field area.
5. Contractor shall place four inches of bedding at the bottom of the trench insuring a level surface. Leveling of surface will require an engineer's level or similar device.
6. Fill the remainder of the trenches with haunching, initial backfill and stabile fill material. Extra material, if suitable, may be placed over the entire system to obtain adequate drainage of the surface water away from the field.
7. The contractor shall notify the engineer and the county health department at least 48 hours prior to installation. The engineer shall field verify the system elevations.
8. Install the delivery pipe from the dosing chamber to the seepage field as shown on the plans. Lay the pipe below the frost line (4'-6"). Slope the pipe as shown on the plans so there are no high points that could trap air, and so that the connection at the dosing tank is the highest point along the line. Backfill and compact the soil around the pipe. The delivery pipe shall be polyvinyl chloride (PVC) or chlorinated polyvinyl chloride (CPVC).
9. Polyvinyl chloride (PVC) and chlorinated polyvinyl chloride (CPVC) shall conform to NSF Standard 14 and ASTM Standard B 1784 or AWWA Standard C 900. Piping materials designed Class 12454B (PVC 1120), Class 12454C (PVC 1220) and Class 23447B (CPVC 4120) are acceptable in the following pressure ratings: Schedule ratings shall be in accordance with ASTM Standards B1785 (PVC) and F441 (CPVC); pipe shall be rated at 160 psi or greater at 230C (73.40F); Schedule 40 is required for 8 inch diameter or less in grades PVC 1120, PVC 1220 and CPVC 4120; pipe to be threaded shall be at least Schedule 80 for 4 inch diameter or less.
10. PVC and CPVC fittings, where used, shall be of the same material as the pipe and shall comply with ASTM Standards as follows: D2466 for PVC Schedule 40; D2467 for PVC Schedule 80; D2464 for threaded PVC Schedule 80; F438 for CPVC Schedule 40; F439 for CPVC Schedule 80; and F437 for threaded CPVC Schedule .80. All fittings shall bear the NSF seal of approval.
11. Jointing shall be pressure slip jointed, solvent welded, heat welded, flanged or threaded joint. Special precautions shall be taken to insure clean, dry contract surfaces when making solvent or heat welded joints. Adequate setting time shall be allowed for maximum strength.
12. Elastomeric seals (gaskets) used for push-on joints shall comply with ASTM Standard F477.
13. Solvent cement shall be specific for the piping material and shall comply with ASTM Standard D2564 (PVC) and F493 (CPVC), and be approved by NSF.
14. No vehicular equipment will be allowed on the seepage fields at any time.
L E G E N D
SOIL BORING HOLE
SANITARY/STORM CLEANOUT
CONIFER TREE
DECIDUOUS TREE
TREE STUMP
CONTROL POINT
WELL
WIRE FENCE
LOT LINE
BENCHMARK
FORCE MAIN
SANITARY SEWER
SETBACK LINE
SANITARY MANHOLE
EXISTING
DISTRIBUTION LINES
DISTRIBUTION BOX
DROP BOX
N o.
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N S
File Name:
IMEG Project No:
Date:
Drawn By:
Checked By:
Sheet of
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ALL RIGHTS RESERVED
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ASPHALT PAVEMENT
SANITARY CLEANOUT
DISTRIBUTION BOX
SEPTIC TANK
FLEXIBLE PIPE INSTALLATION
SILT FENCE
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| Sheets and Views |
| C1 COVER |
| C2 NOTES, LEGEND & QUANTITIES |
| C3 SEPTIC SYSTEM PLAN |
| C4 DETAILS |
| ASPHALT PAVEMENT |
| DISTRIBUTION BOX |
| CLEANOUT |
| SEPTIC TANK |
| FLEXIBLE PIPE INSTALLATION |
| SILT FENCE |
C5 IDOT - GENERAL NOTES & TYPICAL SECTIONS
File details come from the government source that posted it. Updated .