OEH 8.pdf
PDF 1 MB Posted
- Attached to
- Contractor shall furnish and install a Septic Tank Drain Field for SR#584 in White Cloud, KS (Brown County)
- Solicitation number
- RFQIHS1528536
About this file
This document is a sanitation facilities construction plan for wastewater system replacement at a residential property in White Cloud, Brown County, Kansas. The project involves the abandonment of an existing septic tank and drainfield in-place and the installation of a new wastewater treatment system for a 3-bedroom home designed to handle 450 gallons per day (GPD). The new system will include a 1,000-gallon septic tank equipped with an effluent filter assembly, connected to a proposed 1,125 square foot drainfield. The drainfield sizing is calculated based on silt loam soil type with a loading rate of 0.4 GPD per square foot per Kansas Bulletin 4-2 (March 1997).
The construction scope includes furnishing and installing a two-way cleanout and a one-way cleanout to facilitate system maintenance and monitoring. The property is located at 3376 Thrasher Road, Section 2, Township 1S, Range 18E, at coordinates 39.9983297°N and -95.3677835°W. The plan is prepared by the Indian Health Service, Office of Environmental Health & Engineering, and is dated May 18, 2025. This design document serves as the technical specifications for the wastewater system replacement project for Robert Keller, with the Holton Field Office overseeing the work.
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Other files
| File | Type | Posted |
|---|---|---|
| RFQIHS1528536 SB.pdf | ||
| Buy Indian Compliant Form.pdf | ||
| Bid sheet IHS1528536.pdf | ||
| Statement of Work IHS1528536.pdf | ||
| SAM WD KS20260037 05.18.26.pdf | ||
| RFQIHS1528536.pdf |
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Text version
3-bdrm hom e W
W D esign Flow
: 450G
PD
TH
R
ASH
ER
R O
AD
EXISTING SEPTIC TANK
TO BE ABANDONED IN-PLACE
EXISTING DRAINFIELD
3376 Thrasher Road, White Cloud, Brown County, KS 66094 Section: 2, Township 1S, Range 18E Latitude: 39.9983297 N Longitude:-95.3677835W
PROPOSED LOCATION
OF NEW 1125 SQFT DRAINFIELD
BASED ON SOIL TYPE "SILT LOAM",
LOADING RATE OF 0.4 GPD/FT2 FROM
KS BULLETIN 4-2 (MARCH 1997).
A 3-BEDROOM X 150 GPD = 450GPD.
450 GPD / 0.4 GPD/FT2 = 1125 FT2.
PROPOSED LOCATION
OF 1,000 GALLON
SEPTIC TANK
WITH EFFLUENT
FILTER ASSEMBLY
FURNISH AND INSTALL A
2-WAY CLEANOUT
FURNISH AND
INSTALL A
1-WAY
CLEANOUT
IN
D
I A N
HEA LTH SER
V
ICE
1 9 5 5
NOT TO
SCALE
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INDIAN HEALTH SERVICE
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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LAYOUT NAME:
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SCALE:
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FILE NAME:
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DRAWN BY:
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DATE:
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PROJ ENG:
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CHECKED BY:
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324 NEW YORK AVE., HOLTON, KS 66436 (785)364-4164
AutoCAD SHX Text Holton Field Office
AutoCAD SHX Text Wastewater System Replacement for SR#584 - Robert Keller
AutoCAD SHX Text Project Number: OK 25-G05
AutoCAD SHX Text 5/18/2026
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NTS
AutoCAD SHX Text Jim Shane
AutoCAD SHX Text Andrew Banta
AutoCAD SHX Text Andrew Banta
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