Kellerton 12-04-80-01 Addendum1.pdf

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Attached to
Office/Shop Buildings for George Wyth State Park and Upper Iowa Wildlife Management Area
Solicitation number
25CRDLWBGANTO-0014
Issued by
Black Hawk County, Iowa

About this file

This is Addendum #1 for the Iowa Department of Natural Resources Engineering Bureau's Kellerton Wildlife Area Headquarters project (Project No. 12-04-80-04) in Ringgold County, Iowa, issued on August 30, 2012. The addendum provides clarifications regarding the septic system requirements, water supply responsibilities, and construction specifications. Key modifications include details about rural water supply arrangements where the contractor is responsible for water supply beyond the pit and meter, requirements for capping the water line to the east, specification of 7/16" OSB finish for SIP walls, removal of electrical contractor certification requirements, and changing the service water line material from CPVC to PVC pipe.

The document includes detailed septic system specifications requiring a minimum 1,500-gallon septic tank, conventional 2'-0" wide trenches with minimum 500 feet length or chamber system alternative of 400 linear feet, and specific distribution box requirements. The soil analysis results conducted on December 21, 2011, indicate Olmitz soils with a loading rate of .45 gallons per square foot, requiring trenches at depths of 18-24 inches with a maximum of 30 inches. The document also includes multiple approved material substitutions for roof panels, wall panels, doors, and waterproofing systems from manufacturers including Firestone, MBCI, MSMC, Skold, and Manko.

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PROJ. NO. 12-04-80-04 8/30/2012 ADDENDUM #1

KELLERTON WILDLIFE AREA HQ

IOWA DEPARTMENT OF NATURAL RESOURCES ADDENDUM No. 1

ENGINEERING BUREAU

WALLACE STATE OFFICE BUILDING

KELLERTON WILDLIFE AREA

HEADQUARTERS

RINGGOLD COUNTY, IOWA

PROJECT NUMBER: 12-04-80-04

August 30, 2012

This Addendum is issued to modify, explain or correct the original Drawings and Specifications, and is hereby made a part of the Contract Documents. Please attach this Addendum to the Project Manual in your possession. Insert the number and issue date of this Addendum in the blank space provided on the Proposal Form.

GENERAL CLARIFICATION:

1. PLEASE REFER TO ATTACHMENT “SEPTIC SYSTEM PERC RESULTS AND SYSTEM

NARRATIVE” FOR FURTHER INFORMATION ON SEPTIC SYSTEM

2. RURAL WATER SHALL BE SUPPLYING THE PIT AND METER, ANYTHING FROM THAT POINT

ON SHALL BE THE CONTRACTOR’S RESPONSIBILITY FOR WATER SUPPLY.

3. CONTRACTOR SHALL DIG AND CAP THE WATER LINE TO THE EAST, AWAY FROM

CONSTRUCTION AREA.

4. FINISH ON BOTH SIDES OF THE SIP WALLS SHALL BE 7/16” OSB, PER PANEL

MANUFACTURER.

5. SECTION 17010 – 1.5 – C.2, ELECTRICAL CONTRACTOR SHALL BE CERTIFIED BY THE

MANUFACTURER OF THE STRUCTURED CABLING SYSTEM.

RESPONSE: THIS SHALL BE OMITTED FROM THE BIDDING REQUIREMENTS

6. CIVIL SHEET C-02 STATES THAT CPVC SHALL BE USED ON THE SERVICE WATER LINE.

RESPONSE: PVC PIPE SHALL BE USED IN LIEU OF CPVC.

SEPTIC SYSTEM DESCRIPTION

NARRATIVE ATTACHMENT: SEPTIC SYSTEM PERC RESULTS AND SYSTEM NARRATIVE

CONTRACTOR SHALL PROVIDE A NEW, ON-SITE SEPTIC TANK/DRAIN FIELD WASTE WATER

TREATMENT SYSTEM. THE SYSTEM SHALL INCLUDE GRAVITY SEWER PIPE, A SEPTIC TANK, A

FLOW DISTRIBUTION STRUCTURE AND A SUB-SURFACE DRAIN-FIELD. THE SYSTEM SHALL BE

LOCATED WEST OF THE KELLERTON WILDLIFE HEADQUARTERS BUILDING AND THE SYSTEM

COMPONENTS WILL BE FIELD LOCATED BY THE RINGGOLD COUNTY SANITARIAN PRIOR TO

CONSTRUCTION.

INSTALLATION/CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL OF THE REQUIREMENTS OF

CHAPTER 69 OF THE IOWA ADMINISTRATIVE CODE – PRIVATE SEWAGE DISPOSAL SYSTEMS.

THE INSTALLED TREATMENT SYSTEM SHALL MEET THE FOLLOWING REQUIREMENTS:

GRAVITY SEWER PIPE

SCHEDULE 4 OR SDR LESS OR EQUAL TO 26 PVC PIPE MATERIAL

MINIMUM 6” DIAMETER PIPE TO SEPTIC TANK

MINIMUM 4” DIAMETER PIPE BEYOND SEPTIC TANK

SEPTIC TANK

MINIMUM 1,500 GALLON VOLUME

SOIL ABSORBTION FIELD

CONVENTIONAL 2’-0” WIDE TRENCH (PER IAC CHAPTER 69) SHALL HAVE A MINIMUM 500

FEET OF TRENCHS

IF A CHAMBER SYSTEM (NOMINAL 33” WIDTH) IS PROVIDED, MINIMUM LENGTH OF

CHAMBER TRENCHES SHALL BE 400 LINEAR FEET.

MULTIPLE LINES ARE REQUIRED (4 MINIMUM).

DISTRIBUTION BOX

PROVIDE A MULTI-OUTLET FLOW DISTRIBUTION BOX AS MANUFACTURED BY “TUF-TITE” OR

EQUAL

OUTLETS MUST BE ADJUSTABLE; PROPERLY PLUG OUTLET HOLES NOT USED.

PROVIDE EQUAL FLOW DISTRIBUTION TO EACH ABSORBTION FIELD LINE.

*SEE ATTACHED RINGGOLD COUNTY SANITARIAN SOIL ANALYSIS RESULTS FOR SITE.

SUBSTITUTIONS:

1. FIRESTONE ROOF PANELS: UNA-CLAD UC-6 STANDING SEAM ROOF PANELS BY

FIRESTONE MAY BE SUBSTITUTED FOR THE SPECIFIED MATERIAL. 24 GAUGE, KYNAR 500

FINISH, 12” SEAMS O.C. - SUBMIT SAMPLES

2. FIRESTONE WALL PANELS: UNA-CLAD VR-CLASSIC OMEGA 7.2 WALL PANELS BY

FIRESTONE MAY BE SUBSTITUTED FOR THE SPECIFIED MATERIAL. 24 GAUGE, KYNAR 500

FINISH. - SUBMIT SAMPLES

3. FIRESTONE SOFFIT PANELS: UNA-CLAD UC-500 FLUSH SOFFIT PANELS BY FIRESTONE MAY

BE USED FOR THE SPECIFIED MATERIAL. 24 GAUGE, KYNAR 500 FINISH – TO MATCH ROOF.

4. FIRESTONE WATER PROOFING: CLAD-GARD SA ROOF UNDERLAYMENT BY FIRESTONE MAY

BE SUBSTITUTED FOR THE SPECIFIED MATERIAL.

5. SKOLD OVERHEAD DOORS: C.H.I. MODEL 3242 INSULATED STEEL BACK OVERHEAD DOORS

MAY BE SUBSTITUTED FOR SPECIFIED DOORS.

6. MANKO ALUMINUM STOREFRONT DOORS: SERIES 100 MANKO DOORS MAY BE

SUBSTITUTED FOR YKK SERIES 20D SPECIFIED DOORS.

7. MBCI ROOF PANELS: BATTEN LOK HS STANDING SEAM METAL ROOF PANELS MAY BE

SUBSTITUTED FOR THE PAC-CLAD TITE-LOC ROOF PANELS SO LONG AS IT’S THE 12” O.C.

PANEL.

8. MBCI WALL PANELS: 7.2 MBCI WALL PANELS MAY BE SUBSTITUTED FOR THE PAC-CLAD 7.2

WALL PANELS AS SPECIFIED.

9. MSMC ROOF PANELS: MAGNA-LOC STANDING SEAM METAL ROOF PANELS MAY BE

SUBSTITUTED FOR THE PAC-CLAD TITE-LOC ROOF PANELS.

10. MSMC WALL PANELS: 7.2 MSMC WALL PANELS MAY BE SUBSTITUTED FOR THE PAC-CLAD

7.2 WALL PANELS AS SPECIFIED

- REFER TO ATTACHED SKETCHES (SK) FOR CLARIFICATION.

KELLERTON_Addendum1
SepticSystem

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