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Home My WebLink About941409.tiff 10 . Install the siphon tank, single automatic siphon, distribution box, and distribution piping . Backfill with stockpiled material (type S-3 ) . 11 . Install the chambered arches and chambered arches loop piping. Backfill with approved borrow material (type S- 2 ) . 12 . Install new sewer connecting piping and cleanouts . Backfill with stockpiled material (type S-3 ) . 13 . Pump existing septic tanks , and dispose of the liquid and sludge . 14 . Remove existing subsurface effluent land trench, tanks , and piping. Repair/replace piping where items are removed. 15 . Compact all backfilled areas prior to placing topsoil for reseeding disturbed areas . D. At Missile Alert Facility (MAF) N-01 (Colorado) : 1 . Obtain all necessary permits . 2 . Determine Government easement from existing fence lines and mark. Remove existing farm fence . Construct temporary security fence allowing the hardened antenna area ( abandoned) to be used as a borrow area . 3 . Provide temporary sewer containment and disposal provisions , either by using existing, until cut over to new, or by a separate system. 4 . Remove existing vegetation layer and stockpile topsoil ( type S-4 ) . 5 . Cut and establish leachfield area to grade, stockpiled material ( type S-3 ) . 6 . Install temporary construction barriers or fencing . 7 . Over-excavate leachfield trenches and stockpile material ( type S-3 ) . DIVISION 1 -SECTION 01011 3 PL0079 941409 8 . Remove, haul, and place borrow material (type S-2 ) from hardened antenna area in trenches . Compact fill prior to installation of chambered arches . 9 . Install two new sewage septic tanks . Backfill with stockpiled material (type S-3) . 10 . Install distribution box and distribution piping. Backfill with stockpiled material (type S-3 ) . 11 . Install the chambered arches and chambered arches loop piping. Backfill with approved borrow material ( type S- 2 ) . 12 . Install new sewer connecting piping and cleanouts . Backfill with stockpiled material (type S-3) . 13 . Pump existing septic tanks, and dispose of the liquid and sludge. 14 . Remove existing subsurface effluent land trench, tanks , and piping. Repair/replace piping where items are removed. 15 . Compact all backfilled areas prior to placing topsoil for reseeding disturbed areas . 16 . Install new farm fence . 17 . Haul, place, and compact stockpiled material (type S-3 ) into borrow area pit. Replace vegetation layer material (type S-4 ) and reseed borrow area. 18 . Replace security fence and posts at borrow area . After approval of security fence replacement, remove temporary security fence putting hardened antenna area ( abandoned) back into site. E . The ICBM Missile Alert Facility (MAF) sites are under the control of and within the vicinity of the 90th Missile Wing, Francis E . Warren AFB, Wyoming. The six project sites are: PROJECT NUMBER: SITE: LOCATION: GHLN 93-6138 Charlie-01 Banner County, NE GHLN 93-6139 November-01 Weld County, CO DIVISION 1 -SECTION 01011 4 9412•.'9 The MAFs are continuously manned, secured installations . Specific security and access regulations apply. The facility layout and general work areas are shown on the drawings . All work areas are within the secured areas and require a government escort at all times . 1 . 4 ADMINISTRATIVE AND PROCEDURAL SECTIONS APPLICABLE TO ALL A. Section 01041 - Project Coordination B. Section 01050 - Field Engineering C . Section 01090 - Reference Standards D. Section 01300 - Submittals E . Section 01400 - Quality Control F. Section 01410 - Testing Laboratory Services G. Section 01540 - Security 1 . 5 GOVERNMENT RESPONSIBILITIES IN THESE SPECIFICATIONS : A. The contractor shall perform all labor, material , equipment, insurance and duties required for completion of the Work except that specified as accomplished or provided by the Government . B. The Government shall accomplish or provide the following: 1 . Available land owner contact data . 2 . Work sequence or schedule . 3 . Permits to Construct and Notice to Proceed. 4 . Accident reporting briefing at pre construction meeting. 5 . Access escort/inspector. 6 . Contract specifications and drawings . 7 . Work layout base line and marks . 8 . Signed and dated returned submittals . 9 . Pre-construction meeting. 10 . Approval/Disapproval of the submitted Quality System. 11 . Site and area access security. 12 . Develop and process Entry Authorization List ( EAL) for contractor site access . 13 . Items scrapped from existing sewage pipe system. 14 . Any remaining excess soil materials . 15 . Septic tank scrapped from sites ; C-01 and N-01 . 16 . Items scrapped from existing farm fence . DIVISION 1 -SECTION 01011 5 91.1259 C. Government work in this section: 1 . Available land owner contact data. 2 . Work sequence schedule. 1 . 6 CONTRACTOR' S USE OF PREMISES: A. Limit use of site to allow: 1 . Owner occupancy. 2 . Continued functional use of site by the United States Air Force (USAF) . B. Emergency exits during construction: Vehicle access to and from the facility shall not be blocked by the contractor. If existing access is to be temporarily blocked, temporary access will be provided. The Contracting Officer shall be notified 24 hours prior to any access deviation. C . Construction Operations : USAF controls the sites , the 25 foot perimeter fee area, the access road easement, and any other easements or areas as depicted on the individual site plan. Equipment and materials shall not be stored on site. Property outside the above defined areas is not under USAF control and the contractor shall not trespass, but will first obtain written permission stating the U. S . Government shall be held harmless from any damage caused by the contractor during duty and nonduty hours for use of the private land. The USAF will supply the available information on adjacent property owners to facilitate the contractor' s initial contact (See Attachment 2 ) . The contractor will be responsible for any negotiations concerning construction easement and storage of materials on private lands . Access on State or County right-of-way is possible, however, contractor shall notify the applicable agency, obtain whatever permit that is necessary and shall comply with all pertinent regulations or requirements imposed by that agency. D. Utility Outages and Shutdown: Contracting Officer shall be notified 24 hours prior to any scheduled utility outages and shutdown. Temporary utility service shall be provided if the shutdown would affect USAF operations . DIVISION 1 -SECTION 01011 6 9a125S E . Contractor is responsible for providing the following facilities and services for those working on this project including the cost of obtaining, transporting and any permits required ( these facilities and services shall be maintained within the contractor' s work area) : all water required for construction and contractor drinking uses , sanitary facilities , lunch and break facilities and if desired, telephone service. F. Contractor is responsible for providing temporary sanitary containment and removal for the continued operation of the Air Force facility. 1 . 7 WORK SEQUENCE : A. The Contracting Officer shall schedule the sites . The sites will be worked in the order as determined by the Contracting Officer, without exception. The site schedule, once established, shall be considered firm. All work will be completed at one site before moving to the next site . B. No site will remain on temporary services through the winter exclusion period of November 1 through April 30 . C. Planting season is between the dates of April 15 through Jun 1 for Spring planting and August 15 through September 15 for Fall planting. 1 . 8 OWNER OCCUPANCY : A. The six MAF sites included in the project are operational facilities . Adhere to all applicable USAF regulations and procedures regarding security, site access , inspection and safety. These requirements and responsibilities are further defined in Section 01041 , Project Coordination. B . The MAF houses control and security functions that shall remain in operation; therefore, temporary full time sewage containment and disposal will have to be provided . Average design flow quantities in liters per day are : N-01 - 5965 and C-01 - 8501 . C . Cooperate with Air Force personnel to minimize conflict and to facilitate the continued Air Force site operations . DIVISION 1 -SECTION 01011 7 9fl 39 PART 2 PRODUCTS Not Used PART 3 EXECUTION Not used END OF SECTION 01011 DIVISION 1 -SECTION 01011 S 941271 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01041 PROJECT COORDINATION PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Commencement, Prosecution and Completion of Work B. Government Work in this Section C . Completion Schedule D. Notification of Impending Construction E . Damage to Government Property F . Materials List G. Certificates of Compliance H. Physical Data I . Excavation Permits J. Utility Services K. Special Safety Requirements L. Security Requirements M. Cleanup N. Scheduling Work in Advance O . Contractor Equipment P . Storage Facilities Q. Written Guarantees and Local Representative R. Configuration Control S . Verification 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01050 - Field Engineering C . Section 01090 - Reference Standards D . Section 01300 - Submittals E . Section 01400 - Quality Control F . Section 01410 - Testing Laboratory Services G. Section 01540 - Security DIVISION 1 -SECTION 01041 9 9412 T9 1 . 3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK Work shall commence under this contract within ten ( 10 ) calenda. days after the date of receipt of Notice to Proceed, which will be issued the date the Government receives permits to construct the projects . Contractor shall prosecute said work diligently and complete the entire work ready for use not later than the number of calendar days after receipt of Notice to Proceed as set out in Completion Schedule below. The time stated for completion shall include final cleanup of the premises . 1 . 4 PROJECT COORDINATOR Project Coordinator is the Government Contracting Officer (CO) as administrated by their representative the Contract Administrator. 1 . 5 GOVERNMENT WORK IN THIS SECTION A. Permits to Construct and Notice to Proceed. B. Accident reporting briefing at pre construction. C . Access escort/inspector. 1 . 6 COMPLETION SCHEDULE A. Entire work for F.E. Warren AFB MAFs : C-01 and N-01 ; 90 calendar days maximum. B. Exception to Schedules : In case the Contracting Officer (CO) determines that seeding or the specified maintenance thereof is not feasible during the construction period, such work will be exempt from the completion schedule and shall be accomplished during the first seeding period and the specified maintenance period following the completion date . 1 . 7 NOTIFICATION OF IMPENDING CONSTRUCTION A. Provide at least ten ( 10) calendar days notice of impending construction. Such notice shall be written and contain the following minimal information: 1 . Date of Notice. 2 . Date of the anticipated commencement of work. 3 . Project number, contract number and name of contractor. 4 . Site ( as per Work Schedule) . DIVISION 1 -SECTION 01041 10 91 12"_;9 1 . 8 DAMAGE TO GOVERNMENT PROPERTY A. Damage to Government property caused by Contractor vehicles , operations , equipment, or personnel shall be repaired at Contractor' s expense with no additional cost to the Government. Damage to areas shall be repaired, by skilled craftsman in the trade, to the satisfaction of the Contracting Officer. 1 . 9 MATERIALS LIST A. Provide the Contracting Officer a complete list of parts and materials used. Manufacturer' s part numbers and sizes , quantities , manufacturer' s name, address and phone number shall be listed. All site peculiar items will be so noted. The work shall also conform to the industry standards referenced. 1 . 10 CERTIFICATES OF COMPLIANCE A. Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in three copies . Each certificate shall be signed by an authorized officer of the manufacturing company and shall contain the name and address of the Contractor, the project name and location and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory tests or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date of the tests to which the report applies . Certification shall not be construed as relieving the Contractor from furnishing satisfactory material , if after test are performed on selected samples , the material is found not to meet the specific requirements . All certificates shall be submitted to the Contracting Officer' s office not later than the date of delivery of the materials to the site . 1 . 11 PHYSICAL DATA A. Information and data furnished or referred to below are furnished for general information only and the Government may not be held liable for any interpretation or conclusions drawn therefrom by the contractor. DIVISION 1 -SECTION 01041 11 941259 B. Source of Date: The physical conditions indicated on the drawings and in the specifications are the result of site investigations by surveys and field research. C. Weather: Weather conditions shall have been investigated by the Contractor to satisfy himself as to the hazards likely to arise therefrom. Complete weather records and reports may be obtained from the U. S . Weather Bureau. D. Access Routes : Transportation facilities shall have been investigated by the contractor to satisfy himself as to the existence of access , highways and railroad facilities . E . Site Inspections : It shall be the responsibility of each bidder, and ultimately the contractor, to visit each site to determine the nature, extent, and pertinent details of the work. The drawing attached to these specifications show the general arrangement and approximate dimensions and other details to the extent required for bidding purposes . The successful bidder shall be responsible for determining actual dimensions, quantities and details for the extent and accuracy required for the proper accomplishment of the work as covered by these specifications and related drawings . Prior to any site visits , the contractor must submit a list showing the full name, Social Security Account Number ( SSAN) and one other unique number from a form of photo identification ( i .e. company photo I .D. number, driver' s license I .D. number) for each employee being utilized for the on-site inspection. This information must be submitted and received by the Contracting Officer a minimum of twenty (20 ) calendar days prior to the scheduled site inspection. 1 . 12 EXCAVATION PERMITS A. No work on any site will begin until obtaining an approved AF Form 103, Civil Engineering Construction Permit, for each site covered in this contract. The AF Form 103 provides coordination with all Government activities which may have buried cables/structures in the excavation area. For areas outside of the Government lease, local utility companies shall be contacted directly for coordination and written verification shall be provided to the Contracting Officer that all such coordination has been completed prior to any excavation. Base Civil Engineering personnel will provide all available as-built drawings to facilitate locating known utility lines and underground structures . All underground items damaged shall be DIVISION 1 -SECTION 01041 12 941259 repaired, if those items are within three meters from where shown on the drawings , or located by Government personnel . Those items over three meters from where shown will be repaired by the Government . In all cases , the Contracting Officer shall be notified immediately if any damage occurs . 1 . 13 UTILITY SERVICES A. Because the Missile Alert Facilities (MAFs ) are remote sites with limited sanitary facilities , limited drinking water, and telephone service, only emergency access to the telephone system will be permitted. B. Provide temporary sewage containment and disposal for the MAF during construction. C . Provide all utilities ; water, both drinking and construction, and sanitary facilities used by project workers . Provide water for compaction as construction water. D. Provide site facilities for lunch and break areas . 1 . 14 SPECIAL SAFETY REQUIREMENTS A. Collaborate with the Contracting Officer ' s representative with respect to the safety program. Prepare an outline of a plan indicating what specific measures will be taken to combat specific hazards covered in Attachment 1 , during the various phases of construction under the contract . Prepare the safety programs to comply with current applicable OSHA and AFOSH directives , including but not limited to AFOSH 127-66 and 116-1 , Air Force Design Manual Criteria and Standards for Air Force Construction, AFM 88-15 , and the Army Corps of Engineers General Safety Requirements Manual EM 385-1-1 . B. Protective Headgear: Furnish and enforce the use of protective headgear (hard hats ) for all persons working on or visiting work performed under this contract . Hard hats shall be worn from the start of the project and until completion . C . Protective Canopies and Guards on Self-Propelled Equipment : Before being used at the job-site, rollover protective devices for operators shall be provided on the following equipment regardless of terrain to be encountered: DIVISION 1 -SECTION 01041 13 941259 1 . Crawler and rubber tired tractors over 17914 Watts including: a. Bulldozers b. Push and pull tractors c . Tractors with winch, sideboom, backhoe, blade loader or high lift attachments d. Fork lifts e. Front-end loaders 2 . Self-propelled earth movers including: a . Pan and scraper hauling units b. Bottom, end and side dump hauling units c. Motor graders 3 . Self-propelled 4 . Water tank trucks The rollover protective devices shall consist of steel canopies and safety belts . NOTE Hauling units and trucks designed for highway use and equipped with manufacturer' s standard cabs, and dump units with protective shield extending from dump to over cab, require no further rollover protection. D. Safety Management Plan and Designated Superintendent : 1 . Comply with all applicable Occupational Safety and Health Administration (OSHA) standards , especially OSHA subpart 1910 for General Industry and OSHA subpart 1926 for Construction. 2 . Submit, ten ( 10 ) calendar days prior to the commencement of work, in writing to the Contracting Officer the name of the on-site superintendent. This person will be responsible for ensuring that all security, safety and accident prevention provisions of this specification are enforced. The site superintendent shall ensure that all contractor personnel receive initial and periodic safety training and briefings and that all safety inspections , practices and procedures DIVISION 1-SECTION 01041 14 9412`5S are complied with. The site superintendent will be on-site at all times when work is being performed. If the site superintendent is detained by emergency or illness , the Contracting Officer shall be notified immediately. 3 . Educate each employee to ensure clear understanding of the following: a. A review of hazards inherent in the work environment and the precautions required to reduce the hazard. The contractor shall maintain a complete first aid kit at all times . b . Location of first aid and other emergency facilities must be identified. c . A detailed description of what to do in case of injury, fire or identification of a safety hazard. d. Review of daily cleanup procedures . e. Location and review of company safety rules ( either posted or hand-out) . f . Required safety equipment and its location on-site . Safety equipment includes , but is not limited to , ear plugs , goggles , face shields , gloves , safety shoes and hard-hats . Complete instructions on where and how to use all safety equipment will be given. Hard-hats , eye protection and ear protection will be provided by the Contractor. Safety equipment will be worn by all personnel when required by the contractor, Contracting Officer or Government inspector . g . Identification of other contractor employee( s ) responsible for safety compliance/accident prevention . 4 . Additionally, comply with : a . Equipment shall be placed so as not to impede normal traffic in and out of the work area and will not impede emergency exit . At the MAF, the access road will remain clear. DIVISION 1 -SECTION 01041 15 941259 b. The safety of contractor personnel on-site is the responsibility of the contractor. c . The contractor and superintendent shall attend an Air Force safety briefing conducted at the pre- construction briefings, and comply with all site safety procedures . d. Provide the Contracting Officer with a list of equipment that will be provided on-site for fire fighting purposes . This list is subject to approval by the base fire department. e. Smoking will be allowed only in designated areas and at designated break times. Smoking will not be permitted in areas subject to explosive gas build-up. f . Comply with base accident response requirements . These requirements are provided in a safety briefing by base personnel, at the pre-construction briefing. g. The inspector/escort shall coordinate emergency medical , ambulance or airlift requirements with the Missile Combat Crew (MCC) at the controlling MAF and Missile Wing Job Control. 5 . All accidents (employee injuries and vehicles , building, equipment or property damage, etc . ) , regardless of severity, shall be reported to the Contracting Officer and Missile Wing Safety office. 6 . Submit a list of key personnel and telephone numbers to the Contracting Officer to effect early notification of any emergency that arises during non-working hours due to an incident related to this contract, and post a copy at the job site. It is your responsibility to: a. Notify the Inspector of any emergency situation. b. Ensure that all contractor personnel are evacuated from the site and accounted for. c . Assist in administering first aid to and evacuation of injured personnel . DIVISION 1-SECTION 01041 16 9-41259 d. Obtain emergency services , e . g. , ambulance, treatment, etc . as required. e . Preserve the site of an incident and to ensure evidence of an accident or emergency is protected. Removal of injured personnel or prevention of further damage takes precedence over this requirement. E . Excavation Safety Requirements : In addition to OSHA excavation requirement contained in 1926 and 1910 , position excavations , stockpiles , storage areas and parked equipment so as to permit access to the MAF at all times . Temporary guardrails or barricades shall enclose all excavations at all times when work is not in progress . Yellow flashing lights shall be maintained from sunset to sunrise, and fluorescent orange snow fence shall be used to surround the excavation perimeter overnight . 1 . Protection of personnel working near or in open excavations will comply with applicable OSHA requirements , and shall include, but not be limited to the following: a . When vehicular operations are taking place and the septic tank has been excavated or the manways are open, an approved well anchored bumper block or stop log shall be installed to block the opening, and excavation area . b. Weighted barricades shall be provided by the contractor and shall be placed at least three ( 3 ) meters from the edge of the excavation. c . When work is in progress in excavations , the area within six ( 6 ) meters of the opening shall be kept free of all loose materials that could fall or be knocked into the excavation. d. Safety lines shall be used to determine the perimeter of all activities near excavations . F . System Safety Summary: A safety hazard analysis is provided as Attachment 1 of this specification. This analysis addresses general task categories . The hazard categories are : DIVISION 1 -SECTION 01041 17 941739 1 . Category I : Catastrophic - May cause death or system loss . 2 . Category II : Critical - May cause severe injury, severe occupational illness or major system damage. 3 . Category III : Marginal - May cause minor injury, minor occupational illness or minor system damage . 4 . Category IV: Negligible - Will not result in injury, illness or system damage. G. Fire Regulations : Compliance with local and Air Force fire regulations is mandatory. Fire extinguishers rated and approved by the NFPA, of sufficient size, type and quantity to cope with all known hazards will be provided and available during the execution of this contract. A USAF Welding, Cutting and Brazing Permit (AF Form 592 ) or computer product, shall be obtained for each site at the base Fire Department, Building 324 , Tech Services flight, prior to beginning any such work. At no time shall there be less than two-4A60BC rated extinguishers located more than 15 meters from the area of open flame welding or soldering. A fire watch of not less than 30 minutes shall be made prior to vacating any site where open flame welding or soldering has been conducted. Allow adequate time and manpower to complete this watch at end of each work period. A daily record of the person conducting the fire watch indicating beginning and ending times shall be maintained on each site and be readily available upon the request of the Contracting Officer or his/her designated representative . 1 . 15 SECURITY REQUIREMENTS A. Work Schedule: The Contracting Officer shall schedule the sites . The sites will be worked in the order as determined by the Contracting Officer, without exception. The site schedule, once established, shall be considered firm. Verify with the Contracting Officer or designated representative that work can be performed as scheduled before traveling to the work site each day. Provide a minimum of ten ( 10 ) working days notice before beginning initial work. Provide a means for contact after regular working hours for notification of emergency changes to _ the schedule. If work is not coordinated as stated, Government inspector/escort personnel will not be available and work will DIVISION 1-SECTION 01041 18 9' 1219 not be permitted. All work will be completed at one site before moving to the next site . The exception to this is the transfer of surplus fill material between sites . No site will remain on temporary sewage service through the winter exclusion period of November 1 through April 30 . B. Site Completion Requirement: Work on only one ( 1 ) site at a time . Government acceptance of the completed work at a site is required prior to providing an additional work site . Accomplish all site work during the construction periods of May 1 through October 31 . No site work during the winter exclusion period of November 1 through April 30 . C. Hours of Operation: Working hours requiring the presence of a Government inspector/escort, will normally be between the hours of 7 : 30 a.m. (process onto site) and 4 : 00 p.m. ( terminate work/off site) . excluding Saturdays , Sundays and Federal holidays . Lunch break will be 1/2 hour, from 11 : 30 a .m. to 12 : 00 p .m. D. Travel Time : Travel time to and from and between sites shall be based on approved routes and legal speed limits . The cost of travel time shall have been factored into the bid price for accomplishment of the work. E . F . E . Warren Air Force Base Communications : The majority of work will be at areas where commercial phone service is not available . At the MAF, base extension phones are available topside in the support building. Use of these communication routes should be only for essential , official , or emergency use . Long distance communications made on base or at the MAF shall use the Contractor' s own company toll and credit cards . The following phone numbers are provided for assistance in conducting on base telephone communications : OFFICE COMMERCIAL Base Operator ( 307 ) 775-1110 Contracting Office ( 307 ) 775-3535 , 3917 , 2635 Fire Department Tech Services ( 307 ) 775-2931 Emergency Reporting on the F . E . Warren System 711 ( on MAF or on base) Missile Engineering Inspection Section ( 307 ) 775-3226 , 2502 Wing Safety ( 307 ) 775-1842 DIVISION 1 -SECTION 01041 19 911251 1 . 16 CLEANUP A. During construction, the work site shall be kept free from debris and waste materials resulting from in-progress work. Cleanup shall be accomplished on a daily basis with all removed or unused materials removed from the site. Upon completion of the installation of the sewage system and appurtenances , all debris and surplus materials resulting from the work shall be removed and disposed of in an approved manner. 1 . 17 SCHEDULING WORK IN ADVANCE A. Prior to starting work at any of the sites, furnish an estimated starting work schedule for each site. Thereafter, notify the Contracting Officer of any changes to the starting work dates . Notification shall be furnished to the Contracting Officer not less than 48 hours prior to starting any work under the initial or revised start-date times . 1 . 18 CONTRACTOR EQUIPMENT A. Provide all equipment necessary to accomplish the contract work Power equipment shall be equipped with safety, noise-limiting, and fume control devices . The equipment shall be in a safe and efficient operating condition. Only experienced journey level ( 3 years experience) operators shall be permitted to operate the equipment . 1 . 19 STORAGE FACILITIES A. Materials and equipment shall not be stored on Government property. The Government will not supply a facility for stockpile storage or material storage. Loose outdoor or unsightly storage shall not be allowed. A storage plan may be required if storage containers are to be left ADJACENT to the site, for security considerations . No storage on private land will be permitted without written permission of the landowner, a copy of which will be on file with the Contracting Officer. Secure a lien release for use of all private, county, state, and federal property negotiated for use as storage of materials and equipment. The lien release shall be secured ten ( 10 ) working days prior to start of work at the site and shall be submitted _ to the Contracting Officer. The lien release obtained shall hold the United States government harmless from any resulting DIVISION 1-SECTION 01041 20 9'11.2';9 liability caused from use of private and government land by contractor employees during duty and off duty hours . 1 . 20 WRITTEN GUARANTEES AND LOCAL REPRESENTATIVE A. Thirty ( 30) days prior to final acceptance of the work, obtain and furnish, written guarantees for all the equipment installed under this contract. Furnish with each guarantee the name, address and telephone number of the grantors representative nearest to the location where the equipment is installed, who , upon request, after completion of the contract, will honor the guarantee during the written guarantee period and will provide the service prescribed by the terms of the guarantee. The equipment installed under this contract shall be guaranteed against defective materials , installation, and workmanship for a period of not less than 12 months from the date of acceptance, either for beneficial use or final acceptance, whichever is the earliest, but not before the system has passed all specified tests and been deemed acceptable for operation. Specific equipment as listed below shall carry extended guarantees or warranties as noted below. B . Upon receipt of notice from the Government of failure of the guaranteed equipment, during the guarantee period and after completion of construction, new replacement parts and any necessary installation labor shall be furnished and accomplished by the grantor at no expense to the Government . Copies of each guarantee shall be included with final as-built drawings for future reference of maintenance personnel, complete with the effective dates of such guaranteed. EXTENDED GUARANTEE GUARANTEED EQUIPMENT WARRANTY TYPE PERIOD (minimum) All contractor installed 1 year or That provided by the equipment manufacturer ' s manufacturer normal period PART 2 PRODUCTS Not Used DIVISION 1 -SECTION 01041 21 9! 1259 PART 3 EXECUTION 3 . 1 CONFIGURATION CONTROL A. The installation at any two sites shall be as close to identical as possible. All equipment installed in a specific area shall be identical from site-to-site. Materials or equipment shall be of the same manufacturer throughout for each type of equipment . Any deviation will require approval in writing from the Contracting Officer. 3 . 2 VERIFICATION A. Prior to the acceptance of the work, verification by testing in accordance with these specifications shall be performed. The tests shall be observed by the escort/inspector. Copies of all test results shall be made available immediately upon receipt . END OF SECTION 01041 DIVISION 1 -SECTION 01041 22 941.759 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01050 FIELD ENGINEERING PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Contract Drawings and Specifications 1 . As-Built Drawings B . Quality Assurance C. Government Work in this Section D. Layout of Work E . Meter Calibration 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01090 - Reference Standards D. Section 01300 - Submittals E . Section 01400 - Quality Control F . Section 01410 - Testing Laboratory Services G. Section 01540 - Security 1 . 3 QUALITY ASSURANCE A. Employ a Professional Engineer of the discipline required for specific service on project, licensed in the States of Nebraska and Colorado . 1 . 4 CONTRACT DRAWINGS AND SPECIFICATIONS A. Sets Furnished: Sets of contract drawings and specifications ( except applicable publications incorporated into the Technical Provisions by reference) will be furnished DIVISION 1 -SECTION 01050 23 941.259 without charge. The work shall conform to the contract drawings, all of which form a part of these specifications . B. As-Built Drawings : Maintain a separate set of marked-up, full-scale contract drawings indicating as-built conditions . These drawings shall be maintained in a current condition at all times until completion of the work and shall be available for on-site review by Government personnel at all times . All variations from the contract drawings, for whatever reason, including those occasioned by modifications, optional materials, and the required coordination between trades, shall be indicated. These variations shall be shown in the same general detail utilized in the contract drawings . Upon completion of the work at each site, the marked-up drawings shall be furnished to the Contracting Officer. C. Intent of Drawings : Omissions from the drawings or specifications or the mis-description of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the contractor from performing such omitted or mis-described details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications . D. Notification of Discrepancies : Check all drawings furnished immediately upon their receipt and promptly notify the Contracting Officer of any discrepancies . Figures marked on drawings shall be followed in preference to scale measurements . Enlarged details and layouts on drawings shall govern where the same work is shown at smaller scales . Compare all drawings and verify the figures before laying out the work. Be responsible for any errors which thereby might have been avoided. E . Verification of Dimensions : Become familiar with the details of all work specified, verify dimensions in the field, and advise the Contracting Officer of any discrepancy before performing any work. Repair all work affected by changes due to incorrect dimensioning or layout. Tolerances shall be as shown on the drawings, meet industry standards and shall provide proper alignment of assemblies but shall in no case vary from dimensions given in drawings more than 25 millimeters unless approved by the Contracting Officer. DIVISION 1-SECTION 01050 24 g.a.i2 -q 1 . 5 GOVERNMENT WORK IN THIS SECTION A. Contract specifications and drawings . B. Work layout base line and marks . 1 . 6 LAYOUT OF WORK A. Layout the work from Government established base lines and marks indicated on the drawings and be responsible for all measurements in connection therewith. Furnish all stakes , templates , platforms , equipment, tools, and materials and labor as may be required in laying out any part of the work from the base lines and marks established by the drawings . Execute the work to the lines and grades as may be established or indicated and maintain and preserve all stakes and other control points deemed necessary and established by the Contracting Officer until authorized to remove them. If such marks are destroyed, by the Contractor or through his negligence, prior to their authorized removal , they may be replaced at the discretion of the Contracting Officer. The expense of replacement will be deducted from any amounts due or to become due to the contractor, based on actual costs for Government employees to reestablish these points of control . 1 . 7 METER CALIBRATION A. To ensure accurate influent rates are being recorded, the existing installed flow totalizer shall be calibrated . Advanced notice prior to performing this work is required since it is on the secured site proper. The totalizer is installed to record the primary well production to the site storage/treatment system. The totalizer located within the Missile Alert Facility (MAF) water room shall be isolated from the system and not less than 50 gallons of water discharge measured, to verify proper totalizer operations . Written certification as to the percentage of inaccuracy maintained by each totalizer, recorded to one percent shall be provided. The method used to calculate accuracy shall also be included in the certification documentation . DIVISION 1 -SECTION 01050 25 9'125S PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01050 DIVISION 1 -SECTION 01050 26 9412'563 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01090 REFERENCE STANDARDS PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Applicable Publications B. Quality Assurance C . Government Work in this Section 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01050 - Field Engineering D. Section 01300 - Submittals E. Section 01400 - Quality Control F . Section 01410 - Testing Laboratory Services G. Section 01540 - Security 1 . 3 QUALITY ASSURANCE A. For products or workmanship specified by association, trade , or other consensus standards , comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes . B. Conform to reference standard by date-of-issue current on 1 January 1994 . C . Should specified reference standards conflict with Contract Documents , request clarification from the Contracting Officer before proceeding. 1 . 4 APPLICABLE PUBLICATIONS A. The codes , standards and other publications referred to in these specifications shall be the latest, most current editions and shall form a part of this specification . All DIVISION 1 -SECTION 01090 27 9412^S codes, standards and publications referred to thereafter by basic designation only, form a part of this specification to the extent indicated by the references thereto, as if written totally within this specification. It shall be the responsibility of the Contractor to have access to all necessary codes, standards and publications referred to in this specification. Abbreviations utilized in the specification for industry organizations, standards and methods include, but are not limited to, the following: AASHTO American Association of State Highway and Transportation Officials AF United States Air Force AFSPC United States Air Force Space Command ACC United States Air Force, Air Combat Command ANSI American National Standards Institute, Inc . ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preserver' s Association AWS American Welding Society CDOEPA Colorado Department of Environmental Protection Agency CDOH Colorado Department of Highways EPA Environmental Protection Agency FHWA Federal Highway Administration Department of Transportation FSS Federal Specifications and Standards , General Services IAPMO International Association of Plumbing and Mechanical Officials MIL-STD Military Standards NBS National Bureau of Standards NDOEC Nebraska Department of Environmental Control NDOR Nebraska Department of Roads NEC National Electric Code ( see NFPA 70) NFPA National Fire Protection Agency OSHA Occupational Safety and Health Administration UL Underwriters Laboratories , Incorporated WHD Wyoming Highway Department B. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) : M-147 - Materials for Aggregate and Soil-Aggregate DIVISION 1-SECTION 01090 28 94129 T-180 - Moisture-Density Relations of S_.ls Using a 10-lb (4 .54 kg) Rammer and an 18-in. ( 457 mm) Drop C. AMERICAN NATIONAL STANDARDS INSTITUTE STANDARDS (ANSI ) : Z-49 . I-83 - Safety in Welding and Cutting B-16 .5-83 - Steel Pipe Flanges and Flanged Fittings D. COMBINED AMERICAN NATIONAL STANDARDS INSTITUTE STANDARDS/ AMERICAN SOCIETY FOR TESTING AND MATERIALS STANDARDS (ANSI/ASTM) : D-698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures , Using 5 . 5 lb (2 .49 Kg) Rammer and 18 inch ( 457 mm) Drop . D-2321 - Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe D-2729 - Poly (Vinyl Choride) (PVC) Sewer Pipe and Fittings D-2751 - Acrylonitrile-Butadiene-Styrene (ABS) Sewer Pipe and Fittings D-3033 - Type PSP Poly (Vinyl Chloride) ( PVC) Sewer Pipe and Fittings D-3034 - Type PSM Poly (Vinyl Chloride) ( PVC) Sewer Pipe and Fittings E . AMERICAN SOCIETY FOR TESTING AND MATERIALS STANDARDS (ASTM) : A-74 - Cast Iron Pipe and Fittings A-121 - Zinc Coated (Galvanized) Steel Barbed Wire A-90 - Tests for Weight of Zinc Coating ( Galvanized) Iron and Steel Articles A-641 - Zinc Coated (Galvanized) Carbon Steel Wire C-136 - Method for Sieve Analysis of Fine and Coarse Aggregates C-150 - Portland Cement DIVISION 1 -SECTION 01090 29 9412759 C-564 - Rubber Gaskets for Cast Iron Soil Pipe and Fittings C-802 - Practice for Conducting an Interlaboratory Test Program to Determine the Precision of Test Methods for Construction C-1021 - Practice for Laboratories Engaged in the Testing of Building Sealants C-1077 - Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation D-1556 - Test Method for Density of Soil in Place by the Sand-Cone Method D-1760 - Pressure Treatment of Timber Products D-2167 - Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method D-2235 - Solvent Cement for ABS Plastic Pipe and Fittings D-2419 - Test Method for Sand Equivalent Values of Soils and Fine Aggregate D-2434 - Test Methods for Permeability of Granular Soils (Constant Head) . D-2487 - Classification of Soils for Engineering Purposes D-2564 - Solvent Cement for PVC Plastic Piping and Fittings D-2661 - Specifications for ABS Plastic Drain, Waste and Vent Piping and Fittings D-2665 - Specifications for PVC Plastic Drain, Waste and Vent Piping and Fittings D-2855 - Practice for Making Joints in Plastic Pipe and Fittings DIVISION 1-SECTION 01090 30 9417'59 D-2922 - Test Methods for Density of Soils and Soil- Aggregate in Place by Nuclear Methods ( Shallow Depth) D-3017 - Test Methods for Moisture Content of Soils and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth) D-3740 - Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction D-4318 - Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils D-4561 - Practice for Quality Control Systems for an Inspection and Testing Agencies as used in Construction E-329 - Practice for Use in the Evaluation of Inspection and Testing Agencies as Used in Construction E-380 - Metric Practice E-543 - Practice for Determining the Qualifications of Non-Destructive Testing Agencies E-548 - Practice for Preparation of Criteria for Use in the Evaluation of Testing Laboratories and Inspection Bodies E-699 - Practice for Criteria for Evaluation of Agencies Involved in Testing, Quality Assurance , and Evaluating Building Components in Accordance with Test Methods Promulgated by ASTM Committee E6 F . AMERICAN WOOD PRESERVATION ASSOCIATION (AWPA) : C-14 - Wood Preservation Treatment G. STATE OF COLORADO DEPARTMENT OF HEALTH: Design Criteria for Wastewater Treatment Works ( Revised 1988 ) DIVISION 1 -SECTION 01090 31 91126 Guidelines on Individual Sewage Disposal Systems (June 1973/January 1979 ) H. ENVIRONMENTAL PROTECTION AGENCY (EPA) REGULATIONS : 40 CFR I . FEDERAL HIGHWAY ADMINISTRATION DEPARTMENT OF TRANSPORTATION (FHWA) : FP-85 - Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects J. FEDERAL SPECIFICATIONS AND STANDARDS, GENERAL SERVICES (FSS) : TT-W-5711 - Wood Preservation Treating Practices FF-B-575C - Bolts FF-N-105B - Nails , Nuts, Wires , and Staples O-F-241 - Fertilizers : Mixed, Commercial QQ-5-741D - Carbon Steel Shapes QQ-W-461 - Wire Fencing RR-F-191 - Fencing (Gates ) K. INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS ( IAPMO) : "Uniform Plumbing Code " (Current Edition) L. MILITARY STANDARDS (MIL-STD) : 619B - Unified Soil Classification system for Roads , Airfields, Embankments and Foundations 621A - Test Method for Pavement Subgrade, & Subgrade, and Base-Coarse Materials , Notices 1 & 2 DMSION 1 -SECTION 01090 32 9^175S M. STATE OF NEBa.,SKA DEPARTMENT OF ENVIRON.,ENTAL CONTROL - WATER QUALITY DIVISION (NDDOEC) : Unnumbered - Rules and Regulations for the Design, Operation and Maintenance of Individual Waste Treatment Lagoons Title 118 - Ground Water Quality Standards and Use Classification Title 119 - Issuance of Permits Under the National Pollutant Discharge System Title 122 - Rules and Regulations for Underground Injection Systems Title 124 - Rules and Regulations for the Design, Operation and Maintenance of Septic Tanks Title 125 - Design Standards for Wastewater Stabilization Ponds Title 126 - Rules and Regulations Pertaining to the Management of Wastes N. STATE OF NEBRASKA DEPARTMENT OF ROADS (NDOR) : Standards Specifications for Highway Construction O. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) : Art 70 - National Electrical Code (NEC) Art 704 - Identification of Fire Hazards of Materials P . OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) : Part 1926 , Subpart P29 CFR " Excavation " within Construction Industry Standards and Interpretations Q . U . S . ARMY CORPS OF ENGINEERS MANUAL: EM 385-1 - Safety, General Safety Requirements Manual ( 1 Oct 64 ) DIVISION 1 -SECTION 01090 33 9412'59 R. UNITED STATES AIR FORCE (AF) REGULATIONS: AFR 207-16 - Security Requirements , General AF Manual 85-15 - Air Force Design Manual AF Manual 85-16 - Criteria and Standards for Air Force Construction AFOSH 127-66 - Occupational Safety and Health Requirements AFOSH 161-1 - Air Force Safety Manual S . UNITED STATES AIR FORCE, AIR COMBAT COMMAND (ACC) OR SPACE COMMAND (AFSPC) REGULATIONS: ACCR - Security Requirements , General 1 . 5 GOVERNMENT WORK IN THIS SECTION A. None this Section PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01090 DIVISION 1 -SECTION 01090 34 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01300 SUBMITTALS PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Submittals 1 . Submittal Marking 2 . Submittal Packaging 3 . Submittal Table 4 . Shop Drawings 5 . Product Data 6 . Certificate of Compliance 7 . Test Results B. Government Work in this Section C. Recommendation of the Manufacturer 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01050 - Field Engineering D . Section 01090 - Reference Standards E . Section 01400 - Quality Control F . Section 01410 - Testing Laboratory Services G. Section 01540 - Security 1 . 3 SUBMITTALS A. Submit material and equipment lists and any shop drawings , certificates , test results , operation instructions , commercial warranty or guarantee, manufacturer ' s brochures , catalog cuts , Material Safety Data Sheets (MSDS ) , parts lists or samples to Contracting Officer for review and approval in accordance with the requirement of these DIVISION 1 -SECTION 01300 35 941259 specifications and the following submittal table. Include outlines, dimensional, assembly and subassembly drawings , parts list and other data required to completely describe each item to be used. Any materials methods not in strict conformance with requirements of this contract shall also be submitted for review and approval . Submittals shall be furnished in sets of not less than four ( 4 ) copies . Each contractor supplied item will be submitted for approval and approved by the Contracting Officer prior to installation. In no case will materials be incorporated into the work unless prior written approval is obtained from the Contracting Officer. All submittal information shall be provided by the general contractor only not less than 15 days prior to any site work or by the date determined by the Contracting Officer at the pre-construction meeting. One signed and dated copy of the submittal shall be returned to the Contractor after approval or disapproval by the Contracting Officer. Submittals shall not include information on items other than those provided under this contract. Optional or upgrade items and related information shall only be shown in submittals if included or provided to the Government as a portion of this contract. The general contractor shall review and forward all submittals including sub-contractors submittals , and shall submit in orderly sequence all materials necessary for review. By reviewing and submitting items , the Contractor represents that he has verified all measurements, criteria, materials , catalog numbers and similar data, and has coordinated each submittal with the needs of the project. B. Submittal Marking - submittals shall be marked as follows : 1 . Mark each submittal with the following: F.E. Warren AFB, Repair Sewage Systems at MAFs, and which ever project it applies to from Project Number GHLN 93 -6138 thru 93 -6139 Contract Number as denoted on SF 1442 after award of contract. C. Submittal Packaging - submittals shall be provided to the following agencies : DIVISION 1 -SECTION 01300 36 9! 12'S9 90 CONS/LGC 7505 Marne Loop Road F.E. Warren AFB, WY 82005-2860 (Add contract number as denoted on SF1442 after award of contract. ) D. Submittal Table: The items listed in the following table constitute complete list of submittals required for this contract. This list is also on the AF Form 66 . ITEM REF SEC/PARA DATA REQUIRED Sewage Drainage Procedure 02110/1 . 3/3 . 4 A Outline Procedures Waste Disposal Receipts 02110/3 . 4 A Original Receipts Access/Landowner 01011/1 . 6 C, Agreements 02205/2 . 3 Certified Copies Nuclear Density - Operator 01410/1 . 3 Certification Copy Fencing 02830/1 . 7 Product Info & Materials 02830/2 . 2 , 2 . 3 ,2 . 4 Certification Copies Seeding, Fer- Product Info & tilizer & Mulch 02936/2 . 1 , 2 . 3 Certification Copies Work & Planting 01011/1 . 7 Schedules 02936/3 . 5 Outlined Procedure Pipe, Valves , 01041/ 1 . 10 Fittings and 02732/2 . 1 thru Couplings 2 . 3 and 2 . 5 02744/2 . 2 Mfg Data & 02745/2 . 2 Certification Copies Tanks , Septic , 01041/ 1 . 10 Dosing, Fitting 02745/2 . 1 Mfg Data & & Distro Box Cvrs Certification Copies DIVISION I -SECTION 01300 37 9412 Single Siphon 01041 . 1, 10 Mfg Data & 02745/2 . 1 Certification Copies Infiltrator 01041/1 . 10 Leach Field 02745/2 . 3 Mfg Data & Certification Copies Water Totalizer 01041/1 . 10 Outlined Procedures Calibration 01050/1 . 7 Certificate & Copies Compaction Test 02223/3 . 6 , 02744/ Test Data & Results 3 . 6 , 02732/3 . 6 , Certification Copies 02745/3 . 6 Quality Control 01400 Outlined Procedures Written 01041/1 . 20 , Guarantees 1-2 . 2 Certification Copies As-Built Maylar Site Record Drawings 01050/1 . 4 B Reproductions Drawings D. Shop Drawings : 1 . Shop drawings shall be submitted for all items or components to be fabricated or assembled and requiring detail drawings in excess of, or to complement, the general drawings and details included in the plans . The plans will be supplemented by shop drawings as necessary to adequately control the work, however, shop drawings are not part of the contract documents . Shop drawings , may consist of drawings , diagrams , Material Safety Data Sheets (MSDS) , illustrations , schedules , calculations or other data prepared by the contractor, subcontractor, manufacturer, supplier or distributor, which illustrate specific portions of the work to be fabricated or installed in accordance with the plan details and specifications . 2 . Any work done prior to approval of shop drawings will be done at contractor' s risk. Approval of shop drawings shall not relieve the contractor of his obligation to meet all requirements of the plans and specifications , nor relieve him of his responsibility for the DIVISION 1 -SECTION 01300 38 94127`9 correctness of the shop drawings . If shop drawings are returned for correction, corrections shall be made and the drawings re-submitted for review and comment . All shop drawings submitted shall have a title block or other device clearly stating the project name, project number, contractor' s name, title or purpose of the drawing, and date. E. Product Data: Manufacturer' s product data for all commercial products , components , devices or distinct units shall be submitted by contractor for review prior to installation in the work. Such product data includes catalog sheets , brochures , Material Safety Data Sheets (MSDS) , diagrams , schematics, schedules , performance starts , illustrations and other standard descriptive data. All product data submitted shall be clearly marked to identify pertinent materials, products or models to be incorporated in the work. All dimensions, clearances , tolerances , performance characteristics , specifications , wiring diagrams and other such pieces of information shall be clearly marked or otherwise highlighted. Project name, project number, contractor' s name and date shall be written on all product data submitted. F. Certificates of Compliance: Manufacturer ' s certificate of compliance for all materials to be incorporated in the work shall be submitted for review prior to execution of the work. Said certificates shall certify compliance with project specifications , applicable reference standards or specifications , and test data requirements . Certificates shall be marked with the project name, project number, title or purpose, and date . Certificates shall further contain the name, title and signature of the person certifying the product, and the name and address of the corporation or business supplying the product and certificate . G. Test Results : Submit all test results documenting compliance with project specifications and/or applicable reference standards or specifications . Tests performed on a material prior to incorporating the material in the work shall be submitted with the certificate of compliance . Quality control testing performed during the execution of the work shall be submitted upon completion of the test in accordance with these specifications . DIVISION 1 -SECTION 01300 39 9112`:9 1 . 4 GOVERNMENT WORK IN THIS SECTION A. Signed and dated returned submittals . PART 2 PRODUCTS 2 . 1 RECOMMENDATION OF THE MANUFACTURER A. As part of the shop drawings, submit to the Contracting Officer, the manufacturer's recommendations for each material, procedure or product to be utilized, which is required to be in accordance with such recommendations . The contractor shall at all times have a copy of such recommendations or instructions available at the construction site, and shall follow these instructions unless otherwise directed by the Contracting Officer. PART 3 EXECUTION Not Used END OF SECTION 01300 DIVISION 1 -SECTION 01300 40 94127/9 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01400 QUALITY CONTROL PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Contractor Quality Control B. Government in this Section C. Workmanship 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01050 - Field Engineering D. Section 01090 - Reference Standards E . Section 01300 - Submittals F . Section 01410 - Testing Laboratory Services G. Section 01540 - Security 1 . 3 CONTRACTOR QUALITY CONTROL A. Provide and maintain an effective quality control program. B. Establish a quality control system to perform sufficient inspection and tests of all items of work, including that of his subcontractors , to ensure conformance to applicable specifications and drawings with respect to the materials , workmanship, construction, finish functional performance, and identification. This control will be established for all construction. The contractor ' s control system will specifically include the surveillance and tests required in the technical provisions of the contract specifications . C . The quality control system is the means by which he assures himself that his construction complies with the requirements of the contract plans and specifications . The controls shall be adequate to cover all construction operations and should be keyed to the proposed construction sequence . DIVISION 1 -SECTION 01400 41 941259 D. The supervisory staff may be used for quality control, supplemented as necessary by additional personnel for surveillance, special technicians , or testing facilities to provide capability for the controls required by the technical provisions of the specifications . E. The contractor shall furnish to the Government after receipt of the Notice to Proceed a quality control plan which shall include the procedures, instructions, and reports to be used. This document will include as a minimum: 1 . The quality control organization. 2 . Number and qualifications of personnel to be used for this purpose. 3 . Authority and responsibilities of quality control personnel . 4 . Methods of quality control including that for his subcontractor' s work. 5 . Test methods including, as specified, name of independent qualified testing laboratory to be used. 6 . Method of documenting quality control operation, line and grades, inspection, and testing. 7 . A copy of a letter of direction to the contractor' s representative responsible for quality control, outlining his duties and responsibilities , and signed by a responsible officer of the firm. F. At the pre-construction meeting, the contractor shall meet with the Contracting Officer, or his representative, and discuss quality control requirements . The meeting shall develop mutual understanding relative to details of the system, including the forms to be used for recording the quality control operations, inspections, administration of the system, and the interrelationship of contractor and Government inspection. DIVISION 1 -SECTION 01400 42 9412'3S G. Unless specifically authorized by the Contracting Officer, no construction will be started until the quality control plan and material submittals are approved. H. All compliance inspections will be recorded on an approved form, including but no limited to the specific items required in each technical section of the specifications . This form, to include records of corrective action taken, will be furnished to the Government on a weekly basis or as required by the Contracting Officer. I . If recurring deficiencies in any item indicate that the quality control system is not adequate, such corrective actions as are determined necessary by the Contracting Officer, in consultation with the Contractor, will be taken to correct the procedures at no cost to the Government . 1 . 4 GOVERNMENT WORK IN THIS SECTION A. Preconstruction meeting. B. Approval/Disapproval of the submitted quality system. 1 . 5 WORKMANSHIP A. These facility modifications shall be accomplished in a thorough and workmanlike manner by technicians skilled in this type of work. Particular attention shall be given to neatness and proper alignment of parts . The modified areas shall be thoroughly cleaned of loose materials and other foreign matter after the modification is complete . Where existing features are damaged they shall be repaired to original condition at no additional cost to the Government . Particular attention will be given to the final installation to ensure that work is configured consistently from site to site and that only authorized deviation occur. Deviations not authorized in writing by the Contracting Officer shall be considered unauthorized and shall be repaired or replaced at no cost to the Government. PART 2 PRODUCTS Not Used DIVISION I -SECTION 01400 43 911259 PART 3 EXECUTION Not Used END OF SECTION 01400 DIVISION 1-SECTION 01400 44 p 941.2 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01410 Testing Laboratory Services PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Testing Laboratory Services B. Government Work in this Section C. References D. Quality Assurance E . Laboratory Responsibilities F. Testing Required G. Testing Reports 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01050 - Field Engineering D. Section 01090 - Reference Standards E . Section 01300 - Submittals F . Section 01400 - Quality Control G. Section 01540 - Security 1 . 3 TESTING LABORATORY SERVICES A. Contractor shall employ and pay for services of at least one independent testing laboratory to perform specified quality control testing during the prosecution of the work. Laboratory shall be authorized to operate in the State in which the tests are taken. Contractor shall submit to the Contracting Officer, a letter of qualification for said laboratory for review and approval prior to commencement of the work. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform the work in accordance with the plans and specifications . B . Testing laboratory shall provide certified, competent, qualified personnel , both on-site and in laboratory, to DIVISION 1 -SECTION 01410 45 sample and perform testing as required to ascertain compliance with the plans and specifications . Contractor is responsible for scheduling said testing services and for notifying the Contracting Officer or escort/inspector of any access or coordination required to effect testing on-site . Contractor shall furnish incidental labor, equipment or materials necessary for the testing. C. Laboratory may not approve, accept or reject any portion of the work. Laboratory has no authority to stop work on the project. D. The Contracting Officer or their inspector shall be allowed access to all parts of the testing and shall be furnished with all testing necessary to confirm adherence to the plans and specifications by the Contractor. 1 . 4 GOVERNMENT WORK IN THIS SECTION A. Testing Inspection B. Test Results Evaluation 1 . 5 REFERENCES A. Section 01090 - Reference Standards 1 . 6 QUALITY ASSURANCE A. Comply with requirements of ASTM C802 , ASTM C1077 , ASTM D3740 , ASTM E329 , ASTM E543 , ASTM E548 , and ASTM E699 . B. Laboratory: Authorized to operate in the State in which the tests are taken. C. Laboratory Staff : Maintain a full-time registered Engineer on staff to review services . D. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to either National Bureau of Standards or accepted values of physical constants . 1 . 7 LABORATORY RESPONSIBILITIES A. Test samples of mixes submitted by the contractor. DIVISION 1 -SECTION 01410 46 9412-S9 B. Provide qualified personnel at site. Cooperate with contractor and inspector/escort in performance of services . C. Perform specified inspecting, sampling, and testing of products in accordance with specified standards . D. Ascertain compliance of materials and mixes with requirements of the contract documents . E . Promptly notify contractor and inspector/escort of observed irregularities or non-conformance of work or products . F. Perform additional inspection and tests as required by rework. 1. 8 TESTING REQUIRED A. All testing shall be in accordance with the required current year standards and methods as specified in the technical specifications . All such tests shall be coordinated and witnessed by the Government inspector, and copies of the test results submitted- to the Contracting Officer as permanent wa ranty records . )B.. Tes epti Tank Slu • e a eU est n a ordan e w CFR 503 . C. Suitable Materials Testing: 1 . . Soil Materials shall be as required in Section 02205 . 2 . Aggregate Materials shall be as required in Section 02207 . 3 . Topsoil Materials shall be as required in Section 02936 . D. Density-Moisture Testing: 1 . Density-Moisture Determinations : Tests for determination of maximum density and optimum moisture shall be performed in accordance with ASTM D-1557 . Samples shall be representative of the materials to be placed. Ij DIVISION 1-SECTION 01410 47 941259 2 . Density Control : One test shall be made for each 185 square meter or less , for each layer of specified material at depth, in accordance with ASTM Standard D- 1557 or ASTM D-2922 to insure placement of materials within the limits of densities specified. Additional tests shall be made as necessary. Acceptance tests may be made by the Government for verification of compliance. Deficiencies in construction shall be corrected, complete with re-testing. 1 . 9 TESTING REPORTS A. After each inspection and/or test, contractor shall promptly submit four (4 ) copies of said test results to the Contracting Officer. Reports shall be made on forms typically used by the laboratory to report such test results, and shall include date issued, date tested, project name and number, contractor' s name, name of inspector/tester, identification of product or item tested and pertinent specification section, location on-site and the site designation, data and test results, observations and/or comments, and conformance with the specifications . S. Test failures shall be re-tested upon correction of the work, and a second test taken to document the repair effort. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01410 • DIVISION 1-SECTION 01410 48 941239 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01540 Security PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Security Requirements B . Government Work in this Section 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C. Section 01050 - Field Engineering D. Section 01090 - Reference Standards E . Section 01300 - Submittals F . Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services 1 . 3 SECURITY REQUIREMENTS A. The Government inspector/escort will be responsible for on- site security. The contractor shall protect all Government property and comply with base physical security regulations and procedures , as briefed at the pre-construction conference . At the end of each work day, shall clean-up the work area debris and shall ensure the security of equipment , tools and materials . The facilities that are a part of this contract are presently in a secured area and the contractor shall ensure proper notification and coordination with the Contracting Officer prior to task accomplishment . Further, maintain strict control over contractor work force and equipment to ensure full compliance with all aspects of safety and security as defined in these specifications . In cases where the farm fence must be removed and temporary fence installed, the contractor shall perform the work continuously and re-install the fence immediately after work is complete . In no case shall the temporary fence be left broken overnight. The contractor is responsible for DIVISION 1 -SECTION 01540 49 9=+1.29 scheduling work so that these restrictions can be complied with in the normal eight ( 8 ) hour work day. The contractor' s attention is called to the fact that the facilities, in connection with which the work covered by this contract is to be performed, support operational Minuteman missiles which will remain on alert status during performance of this contract work. The Air Force requires that these facilities be available for necessary operations or maintenance at all times . B. Vehicle Identification: 1 . Company identification must be visibly displaced on each side of all vehicles . Vehicles without such identification will be denied access to the site . 2 . The access road leading from the main road adjacent to the MAF is under military control . The area off to the sides of the access road is private property, and in some cases , county or state property. Parking vehicles on the access road is prohibited unless permission has been obtained from the Government. Vehicles may be parked in the Air Force access area but any such parked vehicles must be clear of the boundary fence by a minimum of eight ( 8) meters and a minimum of 15 meters from the center line of the access road. Permission to use additional parking and storage areas must be obtained in writing from the landowner, and a copy must be submitted to the Contracting Officer. 3 . Contractor vehicles and trailers shall be allowed to park inside the security fence only to deliver materials or equipment required to support the work under this contract. Vehicles and equipment trailers required to perform work under this contract shall be allowed on site during work performance only and shall not remain parked inside the security fence overnight . 4 . Contractor vehicles and equipment will be placed so as not to interfere with gates , emergency escape routes , antenna and other above ground structures or the helipad. No equipment shall be parked and no materials stockpiled within 30 meters of the outer edge of the — helicopter pad' s all weather surface. DIVISION 1 -SECTION 01540 50 9412.59 C . Entry Authorization Lists : 1 . Twenty ( 20 ) working days prior to initial commencement of work, the contractor must submit to the Contracting Officer a list showing the full name, Social Security Account Number ( SSAN) and one ( 1 ) form of photo identification ( company ID or driver ' s license) for each employee who will be on site . Deletions to the EAL may be made without preparing a new list, but additions must be requested in writing. All requested changes to an approved list must be submitted to the Contracting Officer a minimum of twenty ( 20 ) working days before adding any person requiring access to the site . 2 . Upon arrival at an MAF, contractor personnel will contact the Flight Security Controller ( FSC ) using the gate intercom telephone and inform the FSC of their presence at the security gate. Contractor personnel must remain outside of the security fence and in or near their vehicle until the arrival of the escort . 3 . Upon arrival , the escort will identify and search all contractor personnel . All contractor personnel will provide the escort with two ( 2 ) forms of identification ( one of which is a photo ID) stating the employee ' s full name and SSAN. The contractor ' s vehicles will be checked and searched by the escort prior to site entry. 4 . During all site work, contractor personnel will be accompanied and continuously monitored by at least one ( 1 ) United States Air Force (USAF) inspector/escort . Failure to remain within the area being monitored will be considered a serious breach of security and safety regulations . The contractor will take all necessary action to ensure compliance. The Contracting Officer ( or designated representative) reserves the right to deny entry to any contractor personnel who refuse to conform to security and/or safety regulations . Work delays that result from such action will not be considered Government delay time . 1 . 4 GOVERNMENT WORK IN THIS SECTION A. Site and area access security. B. Access escort/inspector. DIVISION 1 -SECTION 01540 51 9112 9 C. Develop and process Entry Authorization List (EAL) for contractor site access . PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 01540 DIVISION 1 -SECTION 01540 52 9412"59 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02110 SITE CLEARING PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Demolition B. Excavation C. Temporary Fence D. Removal of Existing Sewage Liquid E. Clearing and Grubbing F. Existing Structures and Equipment G. Disposal 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C. Section 01050 - Field Engineering D. Section 01090 - Reference Standards E . Section 01300 - Submittals F . Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H. Section 01540 - Security I . Section 02205 - Soil Materials J. Section 02207 - Aggregate Materials K. Section 02211 - Rough Grading L. Section 02223 - Backfilling M. Section 02225 - Trenching N. Section 02732 - Site Sanitary Sewage Systems O. Section 02745 - Septic Tank System P . Section 02830 - Farm Fences and Gates Q. Section 02923 - Landscape Grading R. Section 02936 - Seeding 1 . 3 GENERAL A. This section covers the removal of existing installed Sewage Treatment equipment of all types , including mechanical and plumbing items attached to or part of such construction and the subsequent disposal or reuse of such removed materials and equipment, as noted herein, on drawings or otherwise specified to be removed. B . The procedures to be used shall provide for safe conduct of the work, careful removal and disposition of materials specified to be salvaged or returned to the Government, protection of property which is to remain undisturbed, and DIVISION 2 -SECTION 02110 53 9412 SS coordination with other work in progress . Classification of removed materials is defined as follows : 1 . Salvaged Items : Salvaged items are those items which are to be carefully removed and returned to the Government or reused (see Attachment 3) . 2 . Scrapped Items : Scrapped items are all other materials or equipment which becomes the property of and are to be disposed of by the contractor. 3 . Liquid Waste: Liquid waste consists of all sewage water removed from the system or equipment, fuels, oils, or other hazardous liquid materials or solutions used by the contractor. Liquid waste shall be disposed of in an approved manner. 4 . Solid Waste: Solid waste consists of all other scrap including piping metal items, cuttings or fillings, sand, sludge, or other solid items requiring disposal . Solid waste shall be disposed of in accordance with Federal, state, and local regulations . 1 . 4 GOVERNMENT WORK IN THIS SECTION A. Scrapped existing sewage items . PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3 . 1 DEMOLITION A. Demolition and removal of existing equipment items shall be done in a careful and methodical manner to prevent damage to the existing equipment that remains . Any damage caused by the demolition process shall be repaired prior to the installation of new equipment. Damaged areas shall be repaired at no cost to the Government. 3 . 2 GENERAL EXCAVATION A. Excavation is require for the construction of new lagoons , maintenance or repair of existing lagoons , removing and replacing sewer lines and installing land application systems . Excavations for the sewer lines and tanks shall remain open and accessible until sewer line testing has been completed and tank installation has been approved by the Contracting Officer (or designated representative) . B. Excavation: Excavation of every description regardless of material encountered within the grading limits of the DIVISION 2-SECTION 02110 54 941233 • project shal_ ve performed to the lines and grades indicated including removal of existing fences, and concrete items , where indicated. Suitable excavated material shall be transported to and placed in fill areas within the limits of the work. Unsuitable material encountered within the limits of the work shall be excavated a minimum of 300 millimeters below the grade shown but not to exceed 1000 millimeters below liner grade, then scarified 150-300 millimeters additional, and replaced with suitable material as directed . Unsuitable and surplus excavated material not required for fill shall be disposed of in accordance with state and local laws by the contractor, at his own expense and responsibility, outside of the limits of Government controlled lands . Where wet or unstable material is encountered at this lower excavation level, a geotextile fabric shall be placed over the entire subgrade prior to placement of fill materials . During construction, excavation and filling shall be performed in a manner and sequence that will utilize all suitable material from required excavation, prior to obtaining material from borrow, and will provide drainage at all times . Material required for fills in excess of that produced by excavation within the grading limits at a given site shall be excavated from approved areas selected by the contractor, and approved by the Contracting Officer as specified below. Surplus materials from one site excavation may be used at another site, provided, it is suitable for the intended purpose . C. Excavation of Ditches : Ditches shall be cut accurately to the cross sections or grades indicated. All roots , stumps , rock and foreign matter in the sides and bottom of ditches shall be cut to conform to the slope, grade, and shape of the section shown. Care shall be taken not to excavate ditches below the grades indicated. Excessive ditch excavation shall be backfilled to grade with suitable, thoroughly compacted material as directed. All ditches excavated under this section shall be maintained until final acceptance of the work. Suitable material excavated from ditches shall be placed in fill areas as directed. Unsuitable and excess excavated material shall be disposed of as specified elsewhere . No excavated material shall be deposited closer than 1000 millimeters from the centerline of the ditches . 3 . 3 TEMPORARY FENCE A. Prior to removal of the existing security fence around the hardened antenna ( abandoned) , the contractor shall install a temporary security fence as indicated on the drawings . Temporary fence shall be identical to the existing security fence and shall be installed across the opening at the junction of the site and the hardened antenna fences . The temporary security fence shall be completed and approved DIVISION 2 -SECTION 02110 55 941259 prior to removal of the hardened antenna area fence section. The change shall be considered temporary. B. Removal of Existing Security Fence : Existing woven-wire fence, designated for removal , shall he removed in a safe, workmanlike manner and shall be stored by the contractor to be reinstalled after the hardened antenna area is refilled, topsoiled, and reseeded. Unless otherwise directed, no material from a removed existing fence will be salvaged. 3 . 4 REMOVAL OF EXISTING SEWAGE LIQUID AND SLUDGE A. Prior to draining, the contractor' s methods shall be submitted in writing and approved by the Contracting Officer (reference Section 01410) . The written plan shall contain all elements of the removal and disposal procedure including method of disposal , location, how material shall be disposed of. Le, county, • ate an. • - . _ . property for disposal purposes . The in -lease sl,!g ecur .�( �gpp working days prior to ail,sposa.�hb1d _ l11 hol . Uetub l4d StateOk4116c-4pthnt I : rmless from any resulting liability caused from use of 1 ivate and Government land b contractor employees durirl f t and off dut hours . . During liquid transfer operations, no drainage on adjacent property will be permitted. If disposed of off site, only licensed septic haulers are to be used, and proper original weight or disposal receipt tickets are required to be immediately provided to the Government' s on site representative. B. Draining Existing Septic Tanks : Prior to beginning any excavation work, the tanks shall be excavated to expose their location, pumped out completely and the exit piping blocked to prevent overflow into active excavation areas . The liquid shall be disposed of as detailed above. The existing septic tanks may be used to retain sewage wastes during reconstruction. Tanks shall be pumped daily or more often as required to ensure sewage does not back up beyond the site manhole . This temporary arrangement will not be allowed to remain in use during winter exclusion periods . An emergency response number will be provided by the contractor to ensure that sewage is removed anytime accumulation occurs, and that response within 24 hours is always available. ITnequirernentsas "class &Ethkithills of heavy metal below limits listed. • DMSION 2-SECTION 02110 56 K_ SIT•^0,4 ,'mRr.t, le s u ge s la if the following condition are followed: The' requirements of 40 CFR 503 are implement 4r b. • esults of lagoon, npling indicates lev of hea n al below the lagoon listed in 40 CFI 03 . c . Slu meets requirements of "Class sludge. • d. Rate o ludge application does t exceed the nitrates imits as calculated accordance with 4 CFR 503 . e. Patho on and ctor Attra on Reductioll)• req{ • ements a met. . La &' E±pplication method shall be one of t four n1 Hods : DELETED ��" a. Inject liquid sludge four to six inches in the ground within six hours f pulling the material ou of the lagoon. b. Disk the s dge into the g nd within six hours lk of applicati to the surface o he ground. c. Add en gh lime to the sludge t raise the pH to 12 for 2 ours . (pH mppu�t be monito to ensure the tim imit is met <c/1\chieve the r ired Vector At - .action Reduc n by adding lime . The volume of s dge could in44ase 25 to 50 percer plication tq41,tdhe surface may then be ade. d Sample and test to meet the requirements the specific oxygen uptake rate ( SOUR) . The sl e shall be equal to or less than 1 . 5 milligrams f oxygen per hour per gram of total solids (dry ' gh is at a tem erature of 3 . 5 CLEARING AND GRUBBING A. This work shall consist of clearing, grubbing, removing and disposing of all vegetation and debris within the construction area proper, the perimeter fee area, drainage ditches and cut back-slopes , and any objects designated to be removed and disposed of on the plans . B. This work shall also include the preservation from injury of defacement of any objects designated to remain, and surface vegetation outside the work areas . C . Prior to beginning excavation, placement of embankment, or regrading in any area, all necessary clearing and grubbing DIVISION 2-SECTION 02110 57 ; rw 9f12`Tq will be performed. All vegetation will be removed so as not to impede subsequent grading, excavation or other operations . Topsoil that is incompatible with the intended regrading shall also be removed. Debris, structures or other items to be removed shall be removed prior to regrading if such items interfere with grading operations; otherwise, such items may remain in place until other construction necessitates their removal . 3 . 6 EXISTING UNDERGROUND STRUCTURES AND EQUIPMENT A. Existing utilities and underground structures in the immediate vicinity of the proposed work are indicated on the drawings . Location of Government cable lines will be flagged if requested by the Contractor, prior to the beginning of work. Location, dimensions and depths of burial for these systems are obtained from the pertinent construction drawings and may reasonably be expected to conform to actual conditions , but their specific positions are not guaranteed. All existing piping, conduits and other utility systems shall be protected from damage during excavation operations and, if required, on the digging permit hand excavation may be required. If damaged, shall be repaired by the contractor at his expense. In the event that the contractor damages any existing utility lines that are not shown, or the locations of which are not made known to the contractor, report thereof shall be made immediately to the Contracting Officer. If determined that repairs are to be made by the contractor, such repairs will be authorized by the Contracting Officer. 3 . 7 DISPOSAL A. All vegetation, root matter, debris , broken concrete and other such items shall be removed from the site, perimeter fee area, and hauled from the area under United States Air Force control . Contractor shall be responsible for the proper disposal of all matter removed, and shall make all necessary arrangements, including the payment of any fees . B. Excess topsoil and vegetation stockpile removed from a given site, may be spread on undisturbed, ungraded areas within the easement, providing the amount spread is minimal and is placed in such a fashion as to blend in with the natural drainage and terrain. Burning shall be prohibited. END OF SECTION 02110 DIVISION 2-SECTION 02110 58 9'1259 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02205 SOIL MATERIALS PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Select Material for Backfill B. Topsoil C . Unsuitable Materials 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01050 - Field Engineering D. Section 01090 - Reference Standards E . Section 01300 - Submittals F . Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H. Section 01540 - Security I . Section 02110 - Site Clearing J . Section 02207 - Aggregate Materials K . Section 02211 - Rough Grading L. Section 02223 - Backfilling M. Section 02225 - Trenching N. Section 02732 - Site Sanitary Sewage Systems O . Section 02745 - Septic Tank System P . Section 02830 - Farm Fences and Gates Q. Section 02923 - Landscape Grading R. Section 02936 - Seeding 1 . 3 REFERENCES A. Section 01090 - Reference Standards 1 . 4 GOVERNMENT WORK IN THIS SECTION A. Remainder of stockpiled soil materials . 1 . 5 SUBMITTALS A. Classification of all materials will be in accordance with MIL-STD-619B. Materials suitable for construction operations shall free of petroleum contaminants , sludge , mud, trash, organic , or frozen materials ( including lignites ) , humus , sod, grass , roots or other vegetation and classified as follows : DIVISION 2-SECTION 02205 59 9412"59 1 . Subsoil Type S-2, Select Material for Backfill : Except as otherwise specified. Earth backfill shall consist of select material excavated from borrow and re-used. Material shall contain not more than two ( 2) percent clay. 2 . Subsoil Type S-3 : Backfill shall consist of select excavated and re-used materials of a size not greater than 100 millimeter, shall contain not more than two ( 2 ) percent bentonite, and shall contain not more than twelve ( 12 ) percent shale. 3 . Topsoil Type S-4 : a. Excavated and re-used material . b. Typical for locality, capable of sustaining vigorous plant growth, taken from drained site. c . Graded. d. Free from roots , rocks larger than 25 millimeter, subsoil, debris , large weeds and foreign matter. e. Free from any other material constituting a hindrance to grading, seeding and maintenance operations . f . Acidity range (pH) of 5 . 4 to 7 . 0 . g. conforming to ASTM D-2487 . 4 . Topsoil Type S-5 : a. Imported borrow. b. Friable loom. c. Reasonably free from roots , rocks larger than 12 millimeter, subsoil, debris , large weeds and foreign matter. d. Free from any other material constituting a hindrance to grading, seeding and maintenance operations . e . Acidity range (pH) of 5 . 5 to 7 . 5 . f . Containing a minimum of four ( 4 ) percent and a maximum of 25 percent inorganic matter. g. conforming to ASTM D-2487 . DIVISION 2-SECTION 02205 60 911279 5 . Unsuitable Materials : include all materials that contain debris, roots , organic or frozen materials , stone having a maximum dimension larger than 100 millimeter in the upper 150 millimeter of fill or larger than 150 millimeter for the remainder of fill ; and materials that are determined by the Contracting Officer as frozen, too wet or otherwise unsuitable for providing a stable slope, fill or subgrade; or previous materials such as sand or gravel which will permit excessive seepage . PART 2 PRODUCTS 2 . 1 UTILIZATION OF EXCAVATED MATERIALS : A. Suitable material removed from required excavation under this section shall be utilized in the formation of embankments , subgrades , slopes , bedding, and for such other purposes as directed. No excavation material shall be wasted without the authorization of the Contracting Officer . Material authorized to be wasted may be transported to and used on another site, or shall be disposed of as directed and in such manner as not to obstruct the characteristics of any flow or to impair the efficiency or appearance of any structure. No excavated material shall be deposited at any time in a manner that may endanger a partly finished excavation by direct pressure, by overloading banks contiguous to the operations , or that may in any other way be detrimental to the completed work, or existing facilities . 2 . 2 SELECTION OF BORROW A. On site borrow material shall be obtained by widening and reestablishing drainage ditches at locations shown on details of the New Sewage Areas where indicated on the drawings . At site N-01 , borrow shall be obtained and excess cut material disposed of in the hardened antenna area ( abandoned) as indicated on the drawings . Where borrow is not available at the site, the contractor shall procure off- site borrow from outside the limits of Government controlled land or from other areas covered by this contract . Off-site borrow shall be selected to meet requirements and conditions of the fill for which it is to be used. The contractor shall obtain from the owners the right to procure material , shall pay all royalties and other charges involved, and shall bear the expense of developing the sources , including right-of-way( s ) for hauling, and land reclamation . DIVISION 2 -SECTION 02205 61 941.2'=`3 PART 3 EXECUTION 3 . 1 OPENING AND DRAINAGE OF BORROW PITS A. Necessary clearing, grubbing, disposal of debris , and satisfactory drainage of both on site and off site borrow pits shall be considered incidental operations to the borrow excavation and shall be performed by the contractor at no additional cost to the Government. B. Except as otherwise permitted, borrow pits shall be excavated in a manner that will afford adequate drainage. Overburden and other spoil material shall be disposed of or used for special purposes, as directed. Borrow pits shall be neatly trimmed and left in such shape as will provide a neat appearance subject to specific approval . Store excavated material a sufficient distance from the excavation to prevent slides or cave-ins . Remove all waste and all excavated materials not required or not suitable for backfill . During construction, provide drainage and/or pumps so that excavation, installation, and backfill shall be free of standing water. 3 .2 STOCKPILING A. Stockpile materials at locations designated by the Contracting Officer. B. Stockpile in sufficient quantities to meet project schedule and requirements . C. Separate differing materials with dividers or stockpile apart to prevent mixing. D. Direct surface water away from stockpile site so as to prevent erosion or deterioration of materials . 3 . 3 STOCKPILE CLEANUP A. Remove stockpile, leave area in a clean and neat condition . Grade site surface to prevent free standing surface water. B. If a borrow area is indicated, leave area in a clean and neat condition. Grade site surface to prevent free standing surface water. END OF SECTION 02205 DIVISION 2-SECTION 02205 62 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02207 AGGREGATE MATERIALS PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Aggregate Materials 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01050 - Field Engineering D. Section 01090 - Reference Standards E . Section 01300 - Submittals F. Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H. Section 01540 - Security I . Section 02110 - Site Clearing J. Section 02205 - Soil Materials K. Section 02211 - Rough Grading L. Section 02223 - Hackfilling M. Section 02225 - Trenching N. Section 02732 - Site Sanitary Sewage Systems 0 . Section 02745 - Septic Tank System P . Section 02830 - Farm Fences and Gates Q . Section 02923 - Landscape Grading R. Section 02936 - Seeding 1 . 3 REFERENCES A. Section 01090 - Reference Standards 1 . 4 GOVERNMENT WORK IN THIS SECTION A. Remainder of stockpiled aggregate materials . 1 . 5 A. Section 01300 - Submittals : Procedures for submittals . DIVISION 2-SECTION 02207 63 911259 PART 2 PRODUCTS 2 . 1 COARSE AGGREGATE MATERIALS : A. Coarse aggregate Type A-1 Gravel : Conforming to the following Highway department standards for base course material : CLASSIFICATION TABLE FOR AGGREGATE BASE COURSES State: Colorado Wyoming Nebraska Department of Highway Department of Highways (CDOH) Dept. (WDH) Roads (NDOR) Use Federal Use Federal Use Nebraska Highway (FWA) Highway (FDA) NODR Standard Standard FP-85 Standard FP-85 Dated 1985 Section 703 . 03 Section 703 . 06 Section 1015 . 05 Sieve Crushed Designation: Class 6 Grading H Rock - B. C. SIEVE SIZE PERCENT PASSING 37 mm . . . . . . 25 mm . . . 100 19 mm 100 95-100 65-95 9 mm . . . . . 4 . 75 mm 30-65 45-65 #8 25-55 33-53 #10 . . . . . . 10-30 75 micro m 3-12 3-12 0-10 Liquid Limit <30 <25 <48 Plastic Limit >6 >6 >4 B. Coarse aggregate Type A-3 Coarse Stone: Natural washed stone; free from shale, clay, friable material and debris ; graded in accordance with ASTM C-136 ; within the following limits : SIEVE SIZE PERCENT PASSING 16 mm 75-100 DIVISION 2-SECTION 02207 64 941239 9 mm 55-85 4 . 75 mm 35-60 1 . 18 mm 15-35 450 micro m 10-25 75 micro m 5-10 2 . 2 FINE AGGREGATE MATERIAL A. Fine aggregate Type A-6 Sand; Natural river or bank sand; free of silt, clay, loam, friable or soluble materials , and organic matter, grade in accordance with ASTM C-136 within the following limits : SIEVE SIZE PERCENT PASSING No . 4 100 No . 14 10 - 100 No . 50 5 - 90 No . 100 4 - 30 No . 200 0 2 . 3 SOURCE QUALITY CONTROL A. Section 01400 - Quality Control B. Section 01410 - Testing Laboratory Services C. Coarse Aggregate Material - Testing and Analysis : Perform in accordance with ASTM D-698 , ASTM D-4318 , and ASTM C-136 D. Fine Aggregate Material - Testing and Analysis : Perform in accordance with ASTM D-698 , ASTM D-4318 , and ASTM C- 136 E . If tests indicate materials do not meet specified requirements , change material source and re-test . PART 3 EXECUTION 3 . 1 STOCKPILING A. Stockpile materials at locations designated by the Contracting Officer . DIVISION 2 -SECTION 02207 65 9112r59 59 B. Stockpile in sufficient quantities to meet project schedule and requirements . C. Separate differing materials with dividers or stockpile apart to prevent mixing. D. Direct surface water away from stockpile site so as to prevent erosion or deterioration of materials . 3 . 2 STOCKPILE CLEANUP A. Remove stockpile, leave area in a clean and neat condition. Grade site surface to prevent free standing surface water. B. If a borrow area is indicated, leave area in a clean and neat condition. Grade site surface to prevent free standing surface water. END OF SECTION 02207 DIVISION 2-SECTION 02207 66 94i2 9 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02211 ROUGH GRADING PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Removal of Topsoil B. Removal of Subsoil C. Cutting, Grading, Filling, Rough Contouring, and Compacting 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01050 - Field Engineering D. Section 01090 - Reference Standards E . Section 01300 - Submittals F. Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H . Section 01540 - Security I . Section 02110 - Site Clearing J . Section 02205 - Soil Materials K. Section 02207 - Aggregate Materials L. Section 02223 - Backfilling M. Section 02225 - Trenching N. Section 02732 - Site Sanitary Sewage Systems O . Section 02745 - Septic Tank System P . Section 02830 - Farm Fences and Gates Q. Section 02923 - Landscape Grading R. Section 02936 - Seeding 1 . 3 REFERENCES A. Section 01090 - Reference Standards 1 . 4 GOVERNMENT WORK IN THIS SECTION A. None in this section. DIVISION 2-SECTION 02211 67 9112'39 1.5 QUALITY ASSURANCE A. Section 01400 - Quality Control PART 2 PRODUCTS 2 . 1 MATERIALS A. Topsoil : Type S-4 or S-5 as specified in Section 02205 B. Subsoil Fill : Type S-2 or S-3 as specified in Section 02205 PART 3 EXECUTION 3 . 1 EXAMINATION A. Verify site conditions under provisions of Section 02010 . B. Verify that survey bench marks and intended elevations for the work are as indicated. 3 . 2 PREPARATION A. Identify required lines , levels , contours , and datum. B. Stake and flag locations of known utilities . C. Protect above and below grade utilities that remain . D. Protect bench marks , existing structures , and fences from excavating equipment. 3 . 3 SUBSOIL EXCAVATION A. Excavate subsoil from entire site to the contours required. B. Stockpile in the area designated to a depth not exceeding 2 500 millimeters and protect from erosion. 3 . 4 FILLING A. Fill areas to contours and elevations with unfrozen materials . DIVISION 2-SECTION 02211 68 911279 B. Place fill material in continuos layers and compact in accordance with the schedule at the end of this section. C. Maintain optimum moisture content of fill materials to attain required compaction density. D. Remove surplus fill materials from site . 3 . 5 TOLERANCES A. Top surface of subgrade: plus or minus 25 millimeter from required elevation. 3 . 6 FIELD QUALITY CONTROL A. Section 01400 - Quality Control B. Testing: In accordance with ASTM D-1556 . C . If test( s ) indicate work does not meet specified requirements , remove work, replace and re-test . D . Frequency of tests : as indicated in Section 01410 . 3 . 7 SCHEDULES A. Structural Fill : 1 . Fill Type S-2 : Maximum 150 millimeter compacted depth . 2 . Compact to a minimum 95 percent of maximum density. B . Pervious Structural Fill : 1 . Fill Type S-2 : Maximum 150 millimeter compacted depth. 2 . Compact to a minimum 95 percent of maximum density. C . Subsoil Fill : 1 . Fill Type S-2 : Maximum 150 millimeter compacted depth. 2 . Compact to a minimum 85 percent of maximum density . DIVISION 2 -SECTION 02211 69 9x-1rr9 D. Topsoil Fill : 1 . Fill Type S-4 or S-5 : Maximum 75 millimeter rolled depth. 2 . Topsoil shall be rolled. END OF SECTION 02211 DIVISION 2-SECTION 02211 70 911279 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02223 BACKFILLING PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Site Filling and Backfilling B. Fill for Over-Excavation C . Consolidation and compaction as scheduled 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C. Section 01050 - Field Engineering D . Section 01090 - Reference Standards E . Section 01300 - Submittals F . Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H. Section 01540 - Security I . Section 02110 - Site Clearing J . Section 02205 - Soil Materials K. Section 02207 - Aggregate Materials L. Section 02211 - Rough Grading M. Section 02225 - Trenching N. Section 02732 - Site Sanitary Sewage Systems O . Section 02745 - Septic Tank System P . Section 02830 - Farm Fences and Gates Q. Section 02923 - Landscape Grading R. Section 02936 - Seeding 1 . 3 REFERENCES A. Section 0109O - Reference Standards DIVISION 2-SECTION 02223 71 9412~9 1 . 4 GOVERNMENT WORK IN THIS SECTION A. None in this section. 1 . 5 QUALITY ASSURANCE A. Section 01400 - Quality Control PART 2 PRODUCTS 2 . 1 MATERIALS A. Subsoil Fill : Type S-2 as specified in Section 02205 B. Structural Fill : Type S-2 as specified in Section 02205 PART 3 EXECUTION 3 . 1 PREPARATION A. Compact sub-grade to density requirements for subsequent backfill materials . B. Cut out soft areas of subgrade not capable of compaction in place. Backfill with suitable fill and compact to density equal to or greater than requirements for subsequent fill material . C . Scarify and proof roll subgrade surface to a depth of 50 millimeter to identify soft spots ; fill and compact to density equal to or greater than requirements as scheduled. D. Where excessively moist, non-compactible or unstable material is present at the maximum excavation elevation, the area shall be over excavated to a depth of 1000 millimeter and soil reinforcement fabric installed prior to placement of fill materials to allow for proper compaction of new materials . The over excavation shall be restored to elevation with fill placed and compacted in equal continuous layers not exceeding 150 millimeters compacted depth. The soil reinforcement fabric used for this purpose shall provide the following properties : DIVISION 2-SECTION 02223 72 941? S MIN AVERAGE PROPERTY TEST METHOD UNIT ROLL VALUE Grab Tensile Strength ASTM D-4632 N 71 Grab Tensile Elongation ASTM D-4632 8 30 Trapezoidal Tear Strength ASTM D-4533 N 21X26 Burst Strength ASTM D-3786 N 135 Puncture Resistance ASTM D-4833 N 29 Permeability ASTM D-4491 cm/sec 0 . 2 Water Flow Rate ASTM D-4491 m3 /s/m' 5 . 2 Weight ASTM D-3776 kg/m' 0 . 44 Thickness ASTM D-1777 mil 65 3 . 2 BACKFILLING A. Backfill areas to contours and elevations with unfrozen materials . B . Systematically backfill to allow maximum time for natural settlement . Do not backfill over porous , wet, frozen or spongy subgrade surfaces . C . Soil Fill : Place and compact materials in equal continuos layers not exceeding 150 millimeters compacted depth . D . Employ a placement method that does not disturb or damage other work. E . Maintain optimum moisture content of backfill materials to attain required compaction density. DIVISION 2-SECTION 02223 73 94I2`_9 F . Remove surplus backfill materials from site and leave stockpile areas free of excess materials . 3 . 3 TOLERANCES A. Top Surface of Backfilling at Leachfield Area: Plus or minus 15 millimeter from required elevations . B. Top Surface of General Backfill : Plus or minus 25 millimeter from required elevations . 3 . 4 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance : Field inspection and testing. B. Compaction testing will be performed in accordance with ASTM D-2922 . C. If tests indicate work does not meet specified requirements , remove work, replace and re-test. 3 . 5 SCHEDULES A. Underground Tanks : 1 . Fill Type S-3 : Maximum 150 millimeter compacted depth. 2 . Compact to minimum 95 percent of maximum density. B. Fill Under Grass Areas : 1 . Fill Type S-2 or S-3 : Maximum 150 millimeter compacted depth. 2 . Compact to minimum 95 percent of maximum density. 3 . Fill Type S-4 or S-5 : Maximum 75 millimeter rolled depth. 4 . Top soil shall be rolled. DIVISION 2-SECTION 02223 74 911.2" *3 C. Fill to Correct Over-Excavation: 1 . Fill Type S-2 : Maximum 450 millimeter not compacted depth. 2 . Compact to maximum 85 percent of maximum density. D. Fill Over Drainage Piping: 1 . Fill Type S-2 : Maximum 150 millimeter compacted depth. 2 . Compact to minimum 95 percent of maximum density. E . Fill Over Land Application Chamber Bed: 1 . Fill Type S-2 : Maximum 450 millimeter not compacted depth. 2 . Mound fill over and allowed to settle . 3 . Level Type S-2 and top with a maximum 75 millimeter rolled depth of Type S-4 or S-5 prior to seeding . END OF SECTION 02223 DIVISION 2-SECTION 02223 75 91127'3 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02225 TRENCHING PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Excavating trenches for utilities . B. Compacted fill from top of utility bedding to subgrade elevations . C . Backfilling and compaction. 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01050 —Field Engineering D. Section 01090 - Reference Standards E . Section 01300 - Submittals F. Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H. Section 01540 - Security I . Section 02110 - Site Clearing J. Section 02205 - Soil Materials K. Section 02207 - Aggregate Materials L. Section 02211 - Rough Grading M. Section 02223 - Backfilling N. Section 02732 - Site Sanitary Sewage Systems O. Section 02745 - Septic Tank System P . Section 02830 - Farm Fences and Gates Q . Section 02923 - Landscape Grading R. Section 02936 - Seeding 1 . 3 REFERENCES A. Section 01090 - Reference Standards DIVISION 2 -SECTION 02225 76 91'12'59 1 .4 GOVERNMENT WORK IN THIS SECTION A. None in this section. 1 . 5 QUALITY ASSURANCE A. Section 01400 - Quality Control 1 . 6 FIELD MEASUREMENTS A. Verify that survey bench marks, control points , and intended elevations for the work are as shown on the drawings . 1 . 7 COORDINATION A. Verify work associated with lower elevation utilities is complete before placing higher elevation utilities . PART 2 PRODUCTS 2 . 1 FILL MATERIALS A. Subsoil : Type S-2 as specified in Section 02205 . B. Structural Fill : Type S-2 or S-3 as specified in Section 02205 PART 3 EXECUTION 3 . 1 PREPARATION A. Identify required lines, levels , contours, and datum locations . B. Protect plant life and other features remaining as a portion of final landscaping. C. Protect bench marks, existing structures , and fences from excavating equipment and vehicular traffic . D. Maintain and protect above and below grade utilities which are to remain. DIVISION 2-SECTION 02225 77 9112'79 E. Cut out soft areas of subgrade not capable of compaction in place. Backfill with suitable fill and compact to density equal to or greater than requirements for subsequent backfill material . 3 . 2 EXCAVATING A. Excavate subsoil required for utilities . B. Cut trenches sufficiently wide to enable installation and allow inspection. Remove water or materials that interfere with work. C. Hand trim excavation. Remove loose matter. D . Remove lumped subsoil , boulders , and rock. E . Correct areas over excavated in accordance with Section 02223 . F. Stockpile excavated material in area designated and remove excess material not being used, from site . 3 . 3 BACKFILLING A. Backfill trenches to the contours and elevations with unfrozen fill materials . B . Systematically backfill to allow maximum time for natural settlement . Do not backfill over porous , wet, frozen, or spongy subgrade surfaces . C . Granular Fill Type A-1 : Place and compact material in equal continuous layers not exceeding 300 millimeter compactor depth. D. Earth Fill Type S-2 or S-3 : Place and compact material in equal continuous layers not exceeding 300 millimeter compactor depth . E . Employ a placement method that does not disturb or damage other work. DIVISION 2 -SECTION 02225 78 941259 F. Maintain optimum moisture content of backfill materials to attain required compaction density. G. Remove surplus backfill materials from site. H. Leave fill material stockpile areas free of excess fill materials . 3 . 4 TOLERANCES A. Top surface of general backfilling: Plus or minus 25 millimeter from required elevation. B. Top surface of lagoon subgrade: Plus or minus 15 millimeter from required elevation. 3 . 5 FIELD QUALITY CONTROL A. Section 01400 - Quality Control B. Testing: In accordance with ASTM D-1556 , ANSI/ASTM D-1557 , ANSI/ASTM D-698 , ASTM D-2167 , ASTM D-3017 , ASTM D-2922 , or AASHTO T-180 as applicable. C . If test( s ) indicate work does not meet specified requirements , remove work, replace and re-test . D. Frequency of Tests : 1 . Compaction/density test shall be not less than one per 185 square meter of general placed material . 3 . 6 PROTECTION OF FINISHED WORK A. Reshape and recompact fills subjected to vehicular traffic during construction. 3 . 7 SCHEDULES A. Fill Over Drainage Piping Gravel Cover: Maximum 200 millimeter lifts , compact to minimum 95 percent of maximum density. END OF SECTION 02225 DIVISION 2-SECTION 02225 79 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02732 SITE SANITARY SEWER SYSTEM PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Sanitary sewage drainage piping, fittings , accessories and bedding. B . Connection of building sanitary drainage to septic system. C. Cleanout access . 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination ' C . Section 01050 - Field Engineering D. Section 01090 - Reference Standards E. Section 01300 - Submittals F . Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H. Section 01540 - Security I . Section 02110 - Site Clearing J. Section 02205 - Soil Materials K. Section 02207 - Aggregate Materials L. Section 02211 - Rough Grading M. Section 02223 - Backfilling N. Section 02225 - Trenching O. Section 02745 - Septic Tank System P . Section 02830 - Farm Fences and Gates Q. Section 02923 - Landscape Grading R. Section 02936 - Seeding 1 . 3 REFERENCES A. Section 01090 - Reference Standards 1 . 4 GOVERNMENT WORK IN THIS SECTION A. None in this section. DIVISION 2-SECTION 02732 80 1 .5 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals : Procedures for submittals . 1 . 6 PRODUCTS FURNISHED BUT NOT INSTALLED THIS SECTION A. Section 02745 - Septic Tank System 1 .7 QUALITY ASSURANCE A. Section 01400 - Quality Control B. Sewer piping shall be installed with positive drainage toward septic tanks in accordance with ASTM D-2321, ASTM D- 2855 , and as shown on the drawings . 1 . 8 PROJECT RECORD DOCUMENTS A. Submit documents under provisions of Section 01300 . B. Record location of pipe runs, connections, cleanouts, and invert elevations . C. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities . 1 . 9 REGULATORY REQUIREMENTS A. Conform to all applicable Nebraska or Colorado codes for materials and installation of work in this section. 1 . 10 FIELD MEASUREMENTS A. Verify that field measurements and elevations for the work are as shown on the drawings . 1 . 11 COORDINATION A. Verify work associated with lower elevation utilities is complete before placing higher elevation utilities . DIVISION 2-SECTION 02732 01 PART 2 PRODUCTS 2 . 1 SEWER AND TRANSFER PIPE MATERIALS A. Plastic Pipe : ANSI/ASTM D-2751 , Type SDR Acrylonitrile- Butadiene-Styrene (ABS ) Sewer Pipe; inside nominal diameter in millimeter as indicated on the drawings , bell and spigot type solvent sealed joint end. B. Plastic Pipe : ANSI/ASTM D-3033 , Type PSP (Vinyl Chloride ) ( PVC) Sewer Pipe; inside nominal diameter in millimeter as indicated on the drawings , bell and spigot type solvent sealed joint end. C . Plastic Pipe: ANSI/ASTM D-2729 Poly (Vinyl Chloride) ( PVC) Sewer Pipe; inside nominal diameter in millimeter as indicated on the drawings , bell and spigot type solvent sealed joint end. D . Plastic Pipe : ANSI/ASTM D-3034 , Type PSM Poly (Vinyl Chloride) ( PVC) Sewer Pipe; inside nominal diameter in millimeter as indicated on the drawings , bell and spigot type solvent sealed joint end. E . Plastic Pipe: ASTM D-1785 , Schedule 40-80-120 Poly (Vinyl Chloride) (PVC) Sewer Material ; inside nominal diameter in millimeter as indicated on the drawings , bell and spigot type solvent sealed joint end. 2 . 2 PIPE ACCESSORIES A. Fittings : Same material as pipe molded or formed to suit pipe size and end design, in required tee, bends , elbows , cleanouts , reducers , traps , and other configurations . B. Filter Fabric : Non-biodegradable , non-woven geotextile composed of polypropylene filaments which form a stable network where the filaments retain their relative position and conform to the following properties : DIVISION 2 -SECTION 02732 82 9?1.2~9 MIN AVG. PROPERTY TEST METHOD UNIT ROLL VALUE Grab Tensile Strength ASTM D-4632 N 27 Grab Tensile Elongation ASTM D-4632 8 50 Trapezoidal Tear Strength ASTM D-4533 N 8 . 5 Burst Strength ASTM D-3786 N 51 Puncture Resistance ASTM D-4833 N 17 Permeability ASTM D-4491 cm/sec 0 . 35 Water Flow Rate ASTM D-4491 m3 /s/m2 6 . 9 Weight ASTM D-3776 kg/m2 0 . 27 Thickness ASTM D-1777 mil 105 Filter Fabric Manufacturers : Mirafi , by Celanese Supac, by Phillips Typar, by DuPont GTF, by Exxon C. Trace Wire: Magnetic detectable conductor, brightly colored plastic covering, imprinted with " Sewer Service, ' in large letters . 2 . 3 CLEANOUTS A. Lids and Frames : Plastic of the same material as the pipe . Type for flush installation into concrete. 1 . Lid Design: Standard plastic type plug. 2 . Nominal Lid and Frame Size: 200 millimeter. DIVISION 2-SECTION 02732 83 B. Cleanout constructed from standard sewer fittings of the same material as the piping. See detail on the drawings for typical configuration. Lid cast into a concrete ring shall slip connect to the riser. Provided with all necessary coupling and fittings required to complete the work. 2 . 4 BEDDING MATERIALS A. Bedding: Fill Type A-6 as specified in Section 02207 , Aggregate Materials . PART 3 EXECUTION 3 . 1 EXAMINATION A. Verify that excavation base is ready to receive work and excavations , dimensions , and elevations are as indicated on drawings . 3 . 2 PREPARATION A. Hand trim excavations to required elevations . Correct over excavation with course aggregate . B. Remove large stones or other hard matter which could damage pipe or impede consistent backfilling or compaction. 3 . 3 BEDDING A. Excavate pipe trench in accordance with Section 02225 , Trenching, for work in this section. Hand trim excavation for accurate placement of pipe to elevations indicated. B. Place bedding material at trench bottom, level materials in continuous layers not exceeding 200 millimeter compacted depth, compact to 95 percent . C. Maintain optimum moisture content of bedding material to attain required compaction density. 3 . 4 INSTALLATION - PIPE A. Install pipe, fittings , and accessories in accordance with ASTM/ANSI D-2321 and manufacturer ' s instructions . Seal joints watertight. DIVISION 2 -SECTION 02732 84 9112~9 B. Lay pipe to slope gradients noted on drawings; with maximum variation from true slope of 3 millimeter in 3 , 000 millimeters . C. Install bedding at sides and over top of pipe to minimum compacted thickness of 300 millimeter; compacted to 95 percent. D. Refer to Section 02225, Trenching, for trenching requirements . Do not displace or damage pipe when compacting. E . Connect to existing sewer piping and the septic system. F. Install trace wire continuous 150 millimeter below finished grade, above pipe line; coordinate with Section 02225 . 3 . 5 INSTALLATION - CLEANOUTS A. Install cleanout, pipe, fittings, and accessories in accordance with ASTM/ANSI D-2321 and manufacturer ' s instructions . Seal joints watertight. B. Install bedding to minimum compacted thickness of 300 millimeter; compacted to 95 percent. C. Mount lid and frame on concrete, slip fit to riser pipe to allow for settling. 3 . 6 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400 , Field Laboratory Testing. B. Request inspection prior to and immediately after placing bedding. C. Compaction testing will be performed in accordance with ANSI/ASTM D-1557 or ASTM D-2922 or ANSI/ASTM D-698 or ASTM D-3017 . D. If tests indicate work does not meet specified requirements , remove work, replace and re-test at no cost the Owner. DIVISION 2-SECTION 02732 85 9417.79 3 . 7 PROTECTION A. Protect pipe and aggregate cover from damage or displacement until backfilling operation is in progress . END OF SECTION 02732 DIVISION 2-SECTION 02732 86 9?i7 S PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02745 SEPTIC TANK SYSTEM PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Septic tank, distribution box, piping, and chambered arches drainage field system applicable to Class II sites C-01 and N-01 only. 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01050 - Field Engineering D . Section 01090 - Reference Standards E . Section 01300 - Submittals F . Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H. Section 01540 - Security I . Section 02110 - Site Clearing J. Section 02205 - Soil Materials K. Section 02207 - Aggregate Materials L. Section 02211 - Rough Grading M. Section 02223 - Backfilling N. Section 02225 - Trenching O. Section 02732 - Site Sanitary Sewage Systems P . Section 02830 - Farm Fences and Gates Q. Section 02923 - Landscape Grading R. Section 02936 - Seeding 1 . 3 REFERENCES A. Section 01090 - Reference Standards 1 . 4 GOVERNMENT WORK IN THIS SECTION A. Existing septic tanks and fields scrapped from sites C-01 and N-01 . DIVISION 2-SECTION 02745 87 941259 1 .5 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals : Procedures for submittals . B. Shop Drawings : Indicate plan, location and inverts of leachfield, inverts of connecting pipe. C. Product Data: Provide data on tanks, siphon, tank accessories and leachfield. 1 . 6 QUALITY ASSURANCE A. Section 01400 - Quality Control B. Septic system shall be installed in accordance with Rules and Regulations for Underground Injection Systems of the State of Nebraska Department of Environmental Control - Water Quality Division or in accordance with the Standards and Guidelines of Weld County, Colorado and the Colorado Department of Health and as shown on the drawings . 1 . 7 PROJECT RECORD DOCUMENTS — A. Submit documents under provisions of Section 01050 . B. Accurately record actual locations and inverts of buried pipe, components, and connections . 1 . 8 REGULATORY REQUIREMENTS A. Conform to all applicable Nebraska or Colorado codes for materials and installation of work in this section. 1 . 9 COORDINATION A. Coordinate work under provisions of Section 01041 . B. Verify work associated with lower elevation utilities is complete before placing higher elevation utilities . PART 2 PRODUCTS 2 . 1 SETTLING TANK AND DISTRIBUTION BOX DIVISION 2-SECTION 02745 88 9 }12~9 A. Septic Tank Reinforced to an AASHTO ting of H-20 traffic grade application, two separate compartments , pre-cast concrete construction and be watertight. The septic tank must meet all requirements of the state and county in which it will be installed. The tanks shall have at least two ( 2 ) manholes not less than 635 millimeters in diameter, one located above each compartment, plus a divider inspection lid located above the tank divider. The manholes and divider inspection lid shall have covers . B. Tank Capacity: First Tank: 7 570 liters Second Tank: 3 785 liters C . Riser Rings and Covers : The tank shall have pre-cast riser rings extending from the manholes and divider inspection port to at least 300 millimeter above finished grade . The risers shall have cast covers . D. Distribution Box: Reinforced concrete, ten outlets and accesible through two manholes not less than 635 millimeters in diameter. E . Dosing Tank: At site C-01 only: Reinforced, to an AASHTO rating of H-20 traffic grade application, single compartment, pre-cast concrete construction and watertight . The dosing tank shall have at least two ( 2 ) manholes not less than 635 millimeter in diameter. The manholes shall have covers . Dosing tank outlet shall be compatible with the single automatic siphon installed. F . Single Automatic Siphon : A hydraulically engineered assembly constructed of chemical resistant materials which accomplishes an inexpensive trouble-free method of providing periodic loading and resting of the leachfield. Siphon shall be a standard 100 millimeter diameter product and capable of an average discharge of 101 liters/sec . Minimum discharge rate shall be not less than 63 liters/sec . Draw down shall be 575 millimeters and trap depth 375 millimeters . Siphon shall connect to an overflow pipe at the dosing tank discharge. Manufacturer shall have three years experience manufacturing siphons for septic dosing . 2 . 2 CONNECTING PIPE MATERIALS A. Plastic Pipe : ANSI/ASTM D-2751 , Type SDR Acrylonitrile- Butadiene-Styrene (ABS ) Sewer Pipe; inside nominal diameter DIVISION 2 -SECTION 02745 89 9.112 9 in millimeter as indicated on the drawings, bell and spigot type solvent sealed joint end. S. Plastic Pipe: ANSI/ASTM D-3033, Type PSP (Vinyl Chloride) (PVC) Sewer Pipe; inside nominal diameter in millimeter as indicated on the drawings, bell and spigot type solvent sealed joint end. C. Plastic Pipe: ANSI/ASTM D-2729 Poly (Vinyl Chloride) ( PVC) Sewer Pipe; inside nominal diameter in millimeter as indicated on the drawings, bell and spigot type solvent sealed joint end. D. Plastic Pipe: ANSI/ASTM D-3034 , Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe; inside nominal diameter in millimeter as indicated on the drawings , bell and spigot type solvent sealed joint end. E. Plastic Pipe: ASTM D-1785, Schedule 40-80-120 Poly (Vinyl Chloride) (PVC) Sewer Material; inside nominal diameter in millimeter as indicated on the drawings, bell and spigot type solvent sealed joint end. 2 . 3 SEPTIC LAND APPLICATION FIELD MATERIALS A. Land Application Field: The land application field system shall meet the requirements of the State of Nebraska or Colorado, as applicable, and shall be in accordance with the component manufacturer ' s installation recommendation for land application service. A chambered arch field system will be used. The chambered arch field system shall incorporate the following features : 1 . Units shall consist of high-density injection molded polyethylene structural foam chambers . 2 . Units shall be domed and of open bottom construction with provisions for side exit of effluent . Side exit provisions should be in such a way that does not allow entry of backfill material into the unit and maximizes unmasked surface area. The use of filter fabric or stone to achieve this provision shall not be allowed. 3 . Units shall achieve an axle loading of 14 515 kilogram per axle (AASHTO rating of H-20) with 450 millimeter of DIVISION 2-SECTION 02745 90 941239 compacted fill . Contractor to provide certification by engineer or testing laboratory, of such rating. 4 . Units shall be placed on a level bed, as shown in drawings . N-01 on compacted fill (type S-2 ) . C-01 on tamped and level aggregate (type A-3 ) . 5 . Units shall provide for end to end continuos attachment and shall be attached to one another with four ( 4 ) minimum 25 mm X 3 mm mechanical fasteners at each connection and at each end diaphragm. 6 . Units shall be interconnected by a 100 millimeter pipe at each vent end cap. 7 . Fill type S-2 shall be used to fill around sides and over the top of each chamber. 8 . Fill over chambers shall be type S-2 , fill 450 millimeter thick, mounded up and allowed to level . Cover entire area with top soil cover after settling. PART 3 EXECUTION 3 . 1 EXAMINATION A. Verify existing conditions . B. Verify that sizes , locations , and inverts are as indicated. 3 . 2 PREPARATION A. Ream pipe ends and remove burrs . B. Remove scale and dirt from components in the system. C . Re-establish invert elevations for all components in the system. D . Hand trim excavations to suit tank, distribution box and field trench arrangement . Remove stones , roots , or other obstructions . DIVISION 2 -SECTION 02745 91 9412~9 3 . 3 TANK AND TANK BEDDING A. Excavate in accordance with Section 02225, Trenching, for work in this section. Hand trim excavation for accurate placement of tank to elevations indicated. B. Place bedding material at trench bottom, level materials in continuous layers not exceeding 200 millimeter compacted depth, compact to 95 percent. C. Backfill around sides of tank, tamped in place and compacted to 95 percent. D. Maintain optimum moisture content of bedding material to attain required compaction density. E . Install septic tank, dosing tank, distribution box, and piping, and land application arches on bedding in accordance with manufacturer' s instructions . 3 . 4 CONNECTING PIPING A. Install pipe, fittings , and accessories in accordance with ASTM/ANSI D-2321 , ASTM D-2855 , and manufacturer ' s instructions . Seal joints watertight. B. Connect outlet between septic tank and distribution box, and between distribution box and filter trench header. C. Place pipe and fittings on 100 millimeter bed of Type A-1 aggregate, tamp compacted. D. Slope piping to each successive component, minimum of 19 millimeter per meter. E . Install trace wire continuous 150 millimeter below finished grade, above pipe line. F . Cover pipe and fittings with Type A-6 aggregate, sides and top. 3 . 5 INSTALLATION - FILTER FIELD A. Over excavate trenches as shown on the drawings . At site C- 01 , backfill to level with type A-3 aggregate tamped and DIVISION 2-SECTION 02745 92 9412, '`9 leveled. At site N-01 , backfill with approved type S-2 fill compacted to 85 percent and leveled . B. Form top of fill clean and smooth to correct elevation. C . Place trench arches on level , smooth and to the correct elevation. D. Place fill material Type S-2 around sides of arches and cover arches with a continuous layer not exceeding 200 millimeter. E . Cover entire field with Type S-2 fill in 450 millimeter thick layers , as specified in Section 02223 . F . Place fill to mound over and allow settling prior to placement of topsoil . G. Level prior to placement of topsoil cover as specified in Section 02223 . 3 . 6 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400, Field Laboratory Testing. B . Request inspection prior to placing soil cover over filter . C . Compaction testing will be performed in accordance with ANSI/ASTM D-1557 or ASTM D-2922 or ANSI/ASTM D-698 or ASTM D-3017 . D. If tests indicate work does not meet specified requirements , remove work, replace and re-test at no cost the Owner. E . Frequency of Tests : as required in Section 01410 . 3 . 7 PROTECTION A. Protect finished work until seeding operation is in progress . END OF SECTION 02745 DIVISION 2 -SECTION 02745 93 9412 39 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02830 FARM FENCES AND GATES PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Fence posts , wire, and accessories . B. Excavation of posts . C . Manual gates and related hardware. 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01050 - Field Engineering D. Section 01090 - Reference Standards E . Section 01300 - Submittals F . Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H. Section 01540 - Security I . Section 02110 - Site Clearing J . Section 02205 - Soil Materials K. Section 02207 - Aggregate Materials L. Section 02211 - Rough Grading M. Section 02223 - Backfilling N. Section 02225 - Trenching O. Section 02732 - Site Sanitary Sewage Systems P . Section 02745 - Septic Tank System Q . Section 02923 - Landscape Grading R. Section 02936 - Seeding 1 . 3 REFERENCES A. Section 01090 - Reference Standards 1 . 4 GOVERNMENT WORK IN THIS SECTION A. Scrapped existing farm fence material . DIVISION 2-SECTION 02830 94 9412'59 1 . 5 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals : Procedures for submittals . B. Shop Drawings : Indicate plan layout, spacing of components, hardware, and schedule of components . 1 . 6 SYSTEM DESCRIPTION A. Fence Height: Six strand, 4-point barbed wire, 1500 millimeter nominal fence as indicated on the drawings . B. Line Post Spacing: At intervals not exceeding 2400 millimeters . C. Brace Panels : Corner, brace, or end panels as detailed shall be constructed at the beginning and terminal ends , at gate openings, at all intersections and at all corners or changes in horizontal alignment of fences . D. Pull Posts : Pull post shall be constructed when the distance of unbraced fencing exceeds 195000 millimeters . Pull posts shall be spaced equidistant in the fence at intervals of 195000 millimeters or less . E . Fence Post Strength: Wood posts shall conform to AASHTO M- 133 and AWPA C-14 . F . Metal Gate: Gate frame shall be welded tubular steel braced in the center. Gate shall be zinc-coated and painted. Gate shall be one panel 1250 millimeter high, sized to fit a 3050 millimeter opening, complete with hinges and latching mechanism. 1 . 7 QUALITY ASSURANCE A. Dimensions , size, weight, spacing, and other such details for the new materials incorporated in wire farm fence and gate construction shall be as specified in the detail drawings and these specifications . A certificate of compliance stating that the material meets these specification requirements shall be furnished. DIVISION 2-SECTION 02830 95 9i17743 1 . 8 QUALIFICATIONS A. Manufacturer: Company specializing in the products specified in this section with minimum three years documented experience . PART 2 PRODUCTS 2 . 1 MATERIALS AND COMPONENTS A. New wire farm fence, brace panels , or gates shall be installed in accordance with the detail shown on the plans . The dimensions , limits , alignment, and location shall be installed in accordance with the plans . Ground shall be graded to the final shape and grades prior to the installation of new wire farm fence. 2 . 2 MATERIALS A. Wood Posts : Wood posts shall be cut from cedar, Douglas Fir, pine, or from other approved species of timber. Posts shall be peeled, treated, dressed, and cured before using. Posts shall be cut from sound live timber, and shall contain no unsound knots . All posts shall be free from any defects which will detract from the strength of the posts . Posts shall be free from short or reverse bends and shall be straight so that a line from the center of the butt to the center of the tip will not deviate more than 1 inch from center of the post . All posts shall taper from butt to tip and shall be of the dimensions indicated on the drawings , and conform to AASHTO M-133 and AWPA C-14 . B. Wood Braces : Braces shall be treated No . 2 or better grade, Douglas Fir or Southern Yellow Pine . Wood cut or sawed after treatment shall have the cut surfaces well brush- coated with the preservative used in the treatment . C . Barbed Wire : Barbed wire shall conform to AASHTO M-280 , zinc-coated, or ASTM A-121 Class II , two twisted strands of 12-1/2 gage wire, 4-point, 14-gage, round barbs spaced at not more than 5-inch centers . DIVISION 2-SECTION 02830 96 9412~9 _ D. Plain Wire: Plain wire shall conform to Fed. Spec. QQ-W- 461, steel Number 1010, 9-gage, Class II , zinc-coated, soft carbon steel . 2 . 3 COMPONENTS A. Staples and Nails : Staples and nails shall conform to Fed. Spec . FF-N-105 . Staples shall be zinc-coated, minimum length of 40 millimeters . Nails shall be zinc-coated, and of sufficient length for the purpose required. B. Steel Posts : Steel posts shall be standard product of a manufacturer specializing in fence products . Posts shall be drive type "U" or "T" section and shall be provided with a suitable anchor plate. Steel posts shall have a minimum weight of 1 . 93 kilogram per lineal meter and shall be zinc- coated. Steel posts shall be hot-dip zinc-coated after fabrication with not less than 32 kilograms of zinc per square meter of actual surface, determined in accordance with ASTM Standard A-90 . C. Metal Gates : Gate frame shall be a minimum of 43 millimeters o.d. tubular steel braced with a sturdy center bar and five horizontal bars . Gate shall be zinc-coated and painted Green. Gate shall be one panel 1250 millimeter high, sized to fit a 3000 millimeter opening, complete with hinges and latching mechanism. Gate to be used with wood posts . 2 . 4 FINISHES A. Wood Treatment: All wood posts and braces shall be given a pressure preservative treatment in a closed retort . The treatment shall conform to Interim Fed. Spec . TT-W-571 or AWPA C-14 and the minimum net retention shall be as specified hereinafter. Any of the following preservatives will be acceptable : DIVISION 2-SECTION 02830 97 9417P3 WOOD TREATMENT MINIMUM NET RETENTION - KG PRESERVATIVE TYPE PER CUBIC METER Pentachlorophenol Solution Solution . 096 Copper Naphthenate Solution Solution . 096 Tanalith (Wolman Salt) Dry Salt . 006 Osmosalts (Osmosar) Dry Salt . 006 Chromated Zinc Chloride Dry Salt . 012 Copperized Chromated Zinc Chloride Dry Salt . 012 Celcure (Acid Cupric Chromate) Dry Salt . 008 Chemonite (Ammoniacal Copper Arsenite) Dry Salt . 005 Chromate Zinc Arsenate ( Boliden Salt) Dry Salt . 008 1 . Wood treated with an oil-borne preservative shall be clean, free from surface oil , and properly seasoned . Wood treated with a water-borne preservative shall be air- or kiln-dried to moisture content not exceeding 19 percent. 2 . Wood cut or sawed after treatment shall have the cut surfaces well brush-coated with the preservative used in the original treatment . B. Metal Treatment : All ferrous metal except barbed wire used in the construction of the fence and gate shall be hot-dip zinc-coated after fabrication with not less than . 32 kilograms of zinc per square meter of actual surface, as determined in accordance with tests set forth in ASTM A-90 . PART 3 EXECUTION 3 . 1 INSTALLATION NOTE: All posts shall be set vertically and to the required gradient and alignment . A. Wood Posts : Posthole excavation shall be carried down to indicated depths . Posts shall be held in-line in a true vertical position by temporary bracing until backfilling is DIVISION 2-SECTION 02830 98 9i: ?T9 completed. Backfill shall be placed in layers not exceeding 150 millimeters in thickness , properly moistened to approximate optimum requirements, and compacted by hand tamping or other suitable methods to a density comparable to that of adjacent ground. When a break in a run of fencing is required or at gates appropriate adjustment in post spacing may be necessary. B. Steel Posts : Steel posts shall be held in a plumb vertical position and driven to the indicated depths by an approved post driver. C. Corner, Brace, or End Panels : Corner, brace, or end panels as detailed shall be constructed at the beginning and terminal ends , at gate openings , at all intersections and at all corners or changes in horizontal alignment of fences , in existing fence on both sides of junction with new fence, except when junction is at a corner already braced. D. Pull Posts : Pull posts shall be constructed when the distance of unbraced fencing exceeds 195000 millimeters . Pull posts shall be spaced equidistant in the fence at intervals of 195000 millimeters or less . E. Wire Installation: Barbed wire fabric shall be stretched taut and stapled to each wood post or fastened to steel posts by the method recommended by the manufacturer of the steel fence posts . All wire shall be stretched taut and installed to the required elevations . F. Alignment: Finished fencing shall be in proper alignment, with posts plumb and all wire work taut. Care shall be exercised to equalize the tension or pull on each side of the line posts . G. Gates : The gate shall be installed with all hardware, latching devices , and other parts necessary for complete installation, all adjusted in proper working order. H. Position bottom strand of barbed wire 75 millimeters above finished grade. DIVISION 2-SECTION 02830 99 3 . 2 COORDINATION A. Contractor shall schedule work to wire farm fence and gate so as to prevent any livestock present from entering the lagoon area . Wire farm fence shall be removed and replaced in order to re-grade the drainage ditches and lagoon/leech field area as necessary. Existing posts , woven wire or barbed wire, gates , and brace panels shall be scrapped. END OF SECTION 02830 DIVISION 2-SECTION 02830 100 9' i79 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02831 CHAIN LINK FENCES PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Fence framework, fabric, and accessories . B. Excavation for post bases ; concrete foundation for posts . 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B . Section 01041 - Project Coordination C . Section 01050 - Field Engineering D . Section 01090 - Reference Standards E . Section 01300 - Submittals F . Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H. Section 01540 - Security I . Section 02110 - Site Clearing J. Section 02205 - Soil Materials K. Section 02207 - Aggregate Materials L. Section 02211 - Rough Grading M. Section 02223 - Backfilling N. Section 02225 - Trenching O. Section 02732 - Site Sanitary Sewage Systems P . Section 02745 - Septic Tank System Q . Section 02830 - Farm Fences and Gates R. Section 02923 - Landscape Grading S . Section 02936 - Seeding 1 . 3 REFERENCES A. ASTM A116 - Zinc-Coated (Galvanized) Steel Woven Wire Fence Fabric . B . ASTM A121 - Zinc-Coated (Galvanized) Steel Barbed Wire . DIVISION 2 -SECTION 02831 101 9117-59 C. ASTM A123 - Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products . D. ASTM A153 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware. E. ASTM A392 - Zinc-Coated Steel Chain-Link Fence Fabric . F. ASTM A446 - Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Structural (Physical) Quality. G. ASTM C94 - Ready-Mix Concrete. H. ASTM F567 - Installation of Chain-Link Fence. I . ASTM F669 - Strength Requirements of Metal Posts and Rails for Industrial Chain Link Fence. J. ASTM F1083 - Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence Structures . K. ASTM F1234 - Protective Coatings on Steel Framework for Fences . L. Chain Link Fence Manufacturers Institute (CLFMI ) - Product Manual . 1 . 4 GOVERNMENT WORK IN THIS SECTION A. None . 1 . 5 SYSTEM DESCRIPTION A. Fence Height: 2100 millimeter. B. Line Post Spacing: At intervals not exceeding 3000 millimeter. C. Fence Post and Rail Strength: Conform to ASTM F669 , Heavy Industrial Fence . DIVISION 2-SECTION 02831 102 9111739 1 . 6 SUBMITTALS FUR REVIEW A. Section 01300 - Submittals : Procedures for submittals . B. Product Data: Provide data on fabric, posts , accessories , fittings and hardware. C. Shop Drawings : Indicate plan layout, spacing of components , post foundation dimensions, hardware anchorage, and schedule of components . 1 . 7 QUALITY ASSURANCE A. Perform work in accordance with ASTM F567 . 1 . 8 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing the products specified in this section with minimum three ( 3 ) years documented experience . PART 2 PRODUCTS 2 . 1 MATERIALS A. Framing ( Steel ) : ASTM A446 Grade D; hot rolled steel strip, cold formed to pipe configuration, longitudinally welded construction, minimum yield strength of 50 ksi ( 345 MPa) ; coating conforming to ASTM F1234 Type B on pipe exterior and interior. B. Fabric Wire ( Steel ) : ASTM A392 zinc coated wire fabric . C . Barbed Wire : ASTM A121 galvanized steel , 12-1/2 gage thick wire, 2 strands , 4 points at 125 millimeter oc . D. Plain Wire : Plain wire shall be 9 gage zinc-coated, soft carbon steel . E . ASTM C94 ; normal Portland Cement, 17 MPa strength at 28 days , 75 millimeter slump; coarse aggregate . DIVISION 2-SECTION 02831 103 9412179 2 . 2 COMPONENTS A. Line Posts : 60 millimeter diameter. B. Fabric: 50 millimeter diamond mesh interwoven wire, 9 gage thick, top salvage twisted tight, bottom selvage twisted tight. C . Tension Wire: 9 gage thick steel, single strand. D. Tie Wire: Aluminum alloy steel wire. 2 . 3 ACCESSORIES A. Fittings : Sleeves, bands, clips , rail ends, tension bars , fasteners and fittings . B. Extension Arms : Cast steel galvanized to accommodate 3 strands of barbed wire, arm, sloped to 45 degrees . 2 . 4 FINISHES A. Components and Fabric: Galvanized to ASTM A123 ; 550 g/sq meter coating. B. Hardware: Galvanized to ASTM A153 , 550 g/sq meter coating. C . Accessories : Same finish as framing and fabric . PART 3 EXECUTION 3 . 1 INSTALLATION A. Install framework, fabric, accessories in accordance with ASTM F567 . B. Place fabric on outside of posts and rails . C. Set line posts plumb, in concrete footings with top of footing 2 inches above finish grade . Slope top of concrete for water runoff . D. Do not stretch fabric until concrete foundation has cured 7 days . DIVISION 2-SECTION 02831 104 9'" 12 5S E. Fasten fabric to top tension wire, line posts , braces , and bottom tension wire with tie wire at maximum 380 millimeter on centers . F. Install bottom tension wire stretched taut between terminal posts . G. Install support arms sloped outward and attach barbed wire; tension and secure. 3 .2 ERECTION TOLERANCES A. Maximum Variation From Plumb: 7 millimeter. B. Maximum Offset From True Position: 25 millimeter. C . Components shall not infringe adjacent property lines . 3 . 3 SCHEDULES A. Property Perimeter: 2100 millimeter high, zinc fabric, 3 strand barbed wire on 45 degree sloped arm pointing out. END OF SECTION DIVISION 2-SECTION 02831 105 941259 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02923 LANDSCAPE GRADING PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Final grade topsoil for finish landscaping . 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B. Section 01041 - Project Coordination C . Section 01050 - Field Engineering D. Section 01090 - Reference Standards E . Section 01300 - Submittals " F . Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H. Section 01540 - Security I . Section 02110 - Site Clearing J. Section 02205 - Soil Materials K. Section 02207 - Aggregate Materials L. Section 02211 - Rough Grading M. Section 02223 - Backfilling N. Section 02225 - Trenching 0. Section 02732 - Site Sanitary Sewage Systems P . Section 02745 - Septic Tank System Q. Section 02830 - Farm Fences and Gates R. Section 02936 - Seeding 1 . 3 REFERENCES A. Section 01090 - Reference Standards 1 . 4 GOVERNMENT WORK IN THIS SECTION A. None in this section. 1 . 5 QUALITY ASSURANCE DIVISION 2 -SECTION 02923 106 941239 A. Section 01400 - Quality Control PART 2 PRODUCTS 2 . 1 MATERIALS A. Topsoil : Type S-4 or S-5 as specified in Section 02205 . PART 3 EXECUTION 3 . 1 EXAMINATION A. Verify lagoon and trench backfilling have been inspected. B. Verify substrate base has been contoured and compacted. 3 . 2 SUBSTRATE PREPARATION A. Eliminate uneven areas and low spots . B. Remove debris, roots, branches, stones , in excess or 50 millimeters in size. Remove subsoil contaminated with petroleum products . C . After the areas have been cleared and brought to grade, the ground, where topsoil is scheduled, shall be thoroughly tilled to a depth of 100 millimeters . Soil texture after tillage shall be uniformly granular, free of wet, compressed or dry lumps to the full depth specified. Tillage shall be accomplished only when soil condition permits proper manipulations . 3 . 3 PLACING TOPSOIL A. Place topsoil in areas where seeding is required to a depth of 75 millimeters . Place topsoil during dry weather. B. Fine grade topsoil to eliminate rough or low areas . Maintain profiles and contour of subgrade. C. Remove roots , weeds , rocks , and foreign material while spreading. DIVISION 2-SECTION 02923 107 91127543 D . Manually spread topsoil over land application beds and close to lagoons to prevent damage . E . Roll placed topsoil . F. Remove surplus subsoil and topsoil from site . G. Leave stockpile area and site clean and raked, ready to receive landscaping. 3 . 4 TOLERANCES A. Top of Topsoil : Plus or minus 13 millimeters . 3 . 5 PROTECTION: A. Protect vents , cleanouts , fences , utilities , roads , and ditches . END OF SECTION 02923 DIVISION 2 -SECTION 02923 108 91 I2:7.9 PROJECT NO: GHLN 93-6138 thru 6139 DIVISION 2 - SITEWORK SECTION 02936 SEEDING PART 1 GENERAL 1 . 1 SECTION INCLUDES A. Preparation of Topsoil B. Fertilizing C . Seeding D. Mulching E . Watering F . Hydroseeding G. Seed Protection 1 . 2 RELATED SECTIONS A. Section 01011 - General Conditions B . Section 01041 - Project Coordination C . Section 01050 - Field Engineering D . Section 01090 - Reference Standards E . Section 01300 - Submittals F . Section 01400 - Quality Control G. Section 01410 - Testing Laboratory Services H. Section 01540 - Security I . Section 02110 - Site Clearing J. Section 02205 - Soil Materials K . Section 02207 - Aggregate Materials L. Section 02211 - Rough Grading M. Section 02223 - Backfilling N. Section 02225 - Trenching O. Section 02732 - Site Sanitary Sewage Systems P . Section 02745 - Septic Tank System Q . Section 02923 - Landscape Grading R. Section 02923 - Landscape Grading 1 . 3 REFERENCES A. Section 01090 - Reference Standards DIVISION 2 -SECTION 02936 109 94't23'S 1 .4 GOVERNMENT WORK IN THIS SECTION A. None in this section. 1 . 5 SUBMITTALS FOR REVIEW A. Section 01300 - Submittals : Procedures for submittals . 1 . 6 DEFINITIONS A. Weeds : Include Dandelion, Jimsonweed, Quackgrass , Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass , Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass , Wild Garlic, Perennial Sorrel, and Brome Grass . 1 . 7 QUALITY ASSURANCE A. Provide seed mixture in containers showing percentage of seed mix, year of production, net weight, date of packaging, and location of packaging. 1 . 8 REGULATORY REQUIREMENTS A. Conform to all applicable Nebraska and Colorado codes for fertilizer and herbicide composition. 1 . 9 DELIVERY, STORAGE, AND HANDLING A. Deliver grass seed mixture in sealed containers . Seed in damaged packaging is not acceptable. B. Deliver fertilizer in sealed, waterproof containers , each fully labeled, conforming to the laws of the state in which the fertilizer is to be used, and bearing the name, weight, chemical analysis, trade name or trademark and warranty of the producer. Provide Material Safety Data Sheets (MSDSs ) if applicable. 1 . 10 COORDINATION A. Coordinate work under provisions of Section 02242 and Section 07130 . DIVISION 2-SECTION 02936 110 911773 B. Verify work associated with topsoil preparation is complete before placing seeding. PART 2 PRODUCTS 2 . 1 SEED MIXTURE A. KILOGRAMS PER SEEDING MIXTURE 1000 SQ METER Western Wheatgrass - Barton Flint Lock . 56 Little Bluestem - Nebraska Native . 22 Blue Grama - Nebraska Native . 34 Sideoats Grama - Butte . 22 Buffalo Grass - Sharps Improved . 22 Intermediate Wheatgrass Slate . 22 Total Weight Pure Live Seed Kilograms per 1000 Square Meter 1 . 78 2 . 2 SOIL MATERIALS A. Topsoil : Type S-4 or S-5 as specified in Section 02205 . 2 . 3 ACCESSORIES A. Mulching Material : 1 . Oat, rye, or wheat straw, free from weeds , foreign matter detrimental to plant life, and dry. Hay, or chopped cornstalks , free from weeds , mold, and other foreign matter detrimental to plant life, and dry are acceptable . 2 . Disease-free green hardwood, cellulose fiber, chips free of growth or germination inhibiting ingredients . B . Fertilizer : Federal Specification ( FSS ) O-F-241 , Type I , Grade A; recommended for grass , with fifty percent of the elements derived from organic sources ; of proportion necessary to eliminate any deficiencies of topsoil . Fertilizer shall be free flowing and suitable for application with mechanical equipment . Fertilizer shall be a commercial product of 10-20-0 grade, to which shall be DIVISION 2 -SECTION 02936 111 911279 added a non-water soluble "Urea-form" product containing not less than 35 percent nitrogen. C. Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of grass . 2 .4 TESTS A. Provide analysis of topsoil fill under provisions of Sections 01410 and 02205 . B. Analyze to ascertain percentage of nitrogen, phosphorus , potash, soluble salt content, organic matter content, and pH value. C. Submit minimum 280 gram sample of topsoil proposed. Forward sample to testing laboratory in sealed containers to prevent contamination. PART 3 EXECUTION 3 . 1 EXAMINATION A. Verify that prepared soil base is ready to receive the work of this section. 3 .2 PREPARATION OF TOPSOIL A. Repeat cultivation in areas where equipment, used for hauling and spreading topsoil, has compacted the topsoil . Maintain lines, levels , profiles and contours . B. Remove foreign materials , weeds , and undesirable plants and their roots . 3 . 3 FERTILIZING A. Apply fertilizer in accordance with the .manufacturer' s instructions at a rate determined from the topsoil test. B. Apply after smooth raking of topsoil and proper roller compaction. C . Do not apply fertilizer at the same time or with the same machine as will be used to apply seed. DIVISION 2-SECTION 02936 112 9112'79 D. Mix thoroughly into the upper 25 millimeters of topsoil . E. Lightly water to aid the dissipation of the fertilizer. 3 . 4 SEEDING A. Apply seed at a rate of . 005 kilograms per square meter uniformly distributed over the areas designated, to the full amount indicated and in such manner that will produce an even stand of grass over the entire area seeded. Seed may be broadcast or drilled in place. 1 . Broadcast Seeding: Seed may be broadcast by hand or with approved equipment. Broadcast seedings shall be covered to an average depth of 6 millimeters . Completed seedings shall be compacted by means of a cultipacker- type roller providing 112 kilograms per linear meter (± 20 percent) of roller, or by equivalent approved hand rolling or compacting methods . 2 . Drill Seeding: Shall be done with equipment having drills not more than 162 millimeter apart . The seed shall be sown to an average depth of 12 millimeters . Seed drills shall be equipped to cover and compact the drilled seed. B. Do not seed area in excess of that which can be mulched on the same day. C. Planting season is between the dates of 15 April and 1 June for spring planting, and 15 August and 15 September for fall planting . D. Do not sow immediately following rain, when ground is too dray, or during windy periods . E . Immediately following seeding, apply mulch to a thickness of 3 millimeters . Maintain clear of shrubs and trees . F . Apply water with a fine spray immediately after each area has been mulched. Saturate to 100 millimeters of soil . 3 . 5 MULCHING DIVISION 2-SECTION 02936 113 91.259 A. Applying Mulch: Hay or straw mulch shall be spread uniformly in a continuous blanket over the seeded areas using . 448 kilograms per square meter. The mulch shall be spread in such manner as to prevent bunching. B. Securing Mulch: Immediately following the spreading of mulch, the material shall be anchored securely into the soil a minimum of 75 millimeters by means of a mulch anchoring machine equipped with large coulter-type discs spaced on approximate 200 millimeter centers . Edges of the discs shall be dull to prevent cutting of the mulch and equipment operation shall be such as to embed the mulch to the required depth. In areas where equipment cannot be used, mulch shall be secured by shallow covering of earth or by embedding with approved hand methods, including straight- bladed spade with dulled edge. 3 . 6 WATERING A. Immediately upon completion of the mulching operation, the seeded areas shall be given one watering unless otherwise directed. Sufficient water shall be applied to penetrate the seed bed to a depth of 50 millimeters . All watering shall be done in a manner which will provide uniform coverage but which will not cause erosion or damage to the finished surface. 3 . 7 HYDROSEEDING A. As an option to the above procedures , hydroseeding may be used to accomplish seeding, fertilizing and mulching by hydraulic spray application. Seed and fertilizer in the amounts designated, and wood cellulose fiber mulch used and application shall be combined with water to provide a slurry. The slurry mixture shall be hydraulically applied in such a manner that the liquid carrier will uniformly distribute the material over the entire area to be seeded and mulched at rates not less than indicated herein. No following compaction shall be done. 3 . 8 SEED PROTECTION A. Identify seeded areas with stakes and string around area periphery. Set string height to 450 millimeter. Space stakes at 1500 millimeter. DIVISION 2-SECTION 02936 114 9/112i9 B. The seeded areas shall be taken care of until all work on the entire project has been completed and accepted. Work shall include protection of embankments and ditches from erosion and the maintenance of the mulch covering. C. The newly planted areas shall be watered frequently to promote seed germination. The ground surface shall be kept moist by sprinkling until a show of green is obtained. Light water sprinkling shall be performed in a manner that will not cause seed displacement and surface erosion. As turf develops, the frequency of waterings will be reduced and application volumes increased, as growth and moisture requirements dictate . Watering equipment shall be of a type that will not damage the finished surface . D. The seeded areas shall be mowed with approved mowing equipment to a height of four inches whenever the average height of grass becomes ten inches for field seeding. When the amount of cut mowed grass is heavy, it shall be removed to prevent destruction of the underlying turf . If weeds or other undesireable vegetation threatens to smother the planted species , such vegetation shall be uprooted and removed from the area, or treated with a selective herbicide . E . All seeded areas shall be maintained free from erosion. Mulch covering shall be kept secure from displacement by wind and water. F . During the maintenance period, any eroded or otherwise damaged area shall be promptly repaired to re-establish the end condition specified herein. Repair shall include all of the operations indicated for the particular area involved to produce the end result specified prior to damage . END OF SECTION 02936 DIVISION 2-SECTION 02936 115 911239 ATTACHMENT 1 • SAFETY HAZARD ANALYSIS CATEGORY TASK DESCRIPTION SAFETY REQUIREMENTS I,II Excavation and demolition Use normal industrial safety practices,associated with of existing appertenances the use of hand and power tools,as well as heavy excavation equipment. Wear proper safety equipment, shoes,gloves and hard hats. Use proper lifting slings, hoists,dollies and handling devices and inspect daily and before each use for wear or damage. III Removal of septic solid and Avoid contact with skin and body: Wear protective liquid wastes. clothing: Follow state,Federal and local disposal requirements. II Pipe cutting and joining. Follow all requirements that apply to open flame cutting and welding or for generating sparks. Check for accumulations of methane gas in low lying areas prior to this type task. I,II Working in and around Install any barriers required to eliminate falling or open excavations tripping around excavation edges. Slope all banks as required by OSHA guidelines. Do not enter steep excavations without proper safety equipment. Provide two exits from any excavation. II,III Using portable power tools Ground fault interrupters are required for all extension and generators. cords. Inspect cords and tools daily for damage or frayed cords. Utilize safety guards on all tools as provided by the manufacturer. Avoid wet locations and ensure power units are properly grounded. 116 91.1239 ATTACHMENT 2 LIST OF LAND OWNERS The following land owners are on record as adjacent property owners to the listed sites. MAP: C-01 • ADDRESS: None assigned TRACT: CC0113E T & R: 19N 55W LEGAL: NW4NW4 SEC33 COUNTY: Banner STATE: Nebraska NAME: Harold Halbgewachs (Owner) Banner County RT 2 Box 208 Banner County Courthouse Cozad, NE 69130 Harrisburg, NE PHONE: (308)-784-2042 (308)-436-5265 MAP: N-01 ADDRESS: 43418 Weld County Road 129, New Raymer, Colorado 80742 TRACT: CNO107E T & R: 8N 58W LEGAL: SW4NE4 SEC26, S2NW4 SEC26, W2SW4 SEC26, SE4SW4 SEC26 COUNTY: Weld STATE: Colorado NAME: Kenneth Littlefield (Owner) Box 76 New Raymer, CO 80742-0076 PHONE: (303)-437-5412 117 9l127,9 ATTACHMENT 3 SALVAGED ITEMS Remove and reuse the existing cast iron manhole covers and rings . Four ( 4 ) shall be reused from C-01 and three ( 3 ) shall be reused from N-01 . 118 91127.9 B y.4V I N 1 u s ic 4 • S 1 W rt N cl`g O csg QK 1VAOtlddvlvNli o in 4 4 2 id cco 2 1V111WHOS3H CeW a HOl)Vtl1NO) N r ce a G a 0 r0 cc NO O O p ce U z e. a N O - G LL _ ,Q_��-+1 V 4CCF �L10 CO m G =O2 > r""ate U °_ Cat us in a as 11 III (11 _I a Cu,it 2 1W O Stl3HWON 1V118f1S "' U o N i i u) m 0 31VO 3SN1JSO 3H S minim M co ,H 9NItl33NIDN3 O 11AI)O131VO 1 y co 9NIUVHINO) :In NI03AI3)3tl 31V0 s Siva NOISSIWHOS 03HIf103H s)ZnsaI )say W • sa1n aZOld in in in ip°C SNOIUOtl IAN JQ 9NIIVH3dO r cc W •VIVO DOWDY) in ir W '" AINVHUVM in v Z a S.HJHn1]V10NVIN V' ° -SNOIIVONIWWO)3H ,n in in u j 2 u S.H3Hf11)V311NVIN - W O NO1O313S 11010] in cn in In G gus W S31dViVS a 0 LU cc O SONIMVUO dO11S in LI' I— ct_} Z 3]NVI1d010) in Lel If CC in In In en JO NOIIV]1!11113) in o i 6 w in Ln 00 H LL i N U ti itl en G M rl O J Y �• U O N N N UO r N en a in d N O W IL O W 6 O U N N r-I 4 M N Cr) G G d 00 r N • J D u G 00 H G H G M y� .r{ • O N ^ 0 N d G N a D O r W G • itl • in 0 in al O • H 4-n-4 3 O m o Cr—• -,Ara W W K W N N\ W 6 d N W N U r• 01 P W W ^ .a ^ p •a O U 0 U 0 0 d V w m H aim .in N 4 .d 4-1 G <n P• H M Z a)rrI Ur+ N r H ra •-a N •rI •-I U 0 f . bow • ai N ^ • f'"I r• HOc /1 O O 4 in a) t- p p.- N 13 rd N � G �H OD I G U� •rl 7 \0H Hy G \ •• In \ u cc 400 WO W •rl O N W In W WO .rI •r1OO •r1 r1�O U 'd .- W U 4 N N 1 .in U1 W _7 •rl rl O F IH, or, U al ra a) WO ri H •-I U UMM •d O M G W Laz 3 VIC I cd u r1 u H N u C) 5 w WNW al >1O al u 0 -1•HU C N O N- ro o 0 0 ••N+ ` r o W VI CI ro W N u CZ a U In NO 3 fk 0 6 6 0 Z O H I'I c0O co wO h. rn o a w 0 0 la O H O 0 H c c tl3HWON 3NIl .. • c• !y $J ti N co 4 9 i .�i ld. v 3 r We talked with Albert Rester, owner of Rester Pump Service in New Raymer, CO. Mr. Rester explained to us that the town of New Raymer has a commerical well, which supplies potable water to all the town residents and has a main feed line that supplies water to the Department of Transportation complex .75 mile east of town on the south side of highway 14. The existing wells within the town, that are still in operation are primarily used for watering. The town well, registration #10860F is 1042' deep, has a water level of 510' and the pump is currently set at approximately 800'. We also talked to Mr. Ken Littlefield, who owns property adjacent to the Air Force Site, and lives .8 mile north of N-01, off road #129. Mr Littlefield informed us that the well registered in his name, #10736, was located at his home site in section 23, not in section 24 as it is registered (possible typing error) . In talking with Mr. Rester and researching the area we found there are several other wells within the town limits and one well 1.4 miles west of N-01 (abandon home site) that are not registered, but again are used only for lawn watering and possibly a stock tank. 911971 REPORT DATE 10/11/94 COLORADO WELLS, APPLICATIORs, AND RE COLORADO DIVISION OF VA' 'SRCES PAGE 1 OJ 1 s PERMIT OWNER INFORMATION ACTIVITY STATUS 1ST USED ANNUAL ACRES GEOL WELL HELL WATER SEC LOCAT'N 10141 CD DATE CO DATE Ito MD DB USE DATE APROR IRR AOFR YIELD DEPIN LEVEL COORDINATES OTRS SC SNIP RANGE R ,I 13024 1 62 NORIMIP MAZER MEV RATHER, CO 80742 64 S 09/29/62 2.00 164 25 92235 1 62 NAILL MELVIN 1105 PROSPECT F1. MMGAN, CO 80701 EWNF 1 7 M 58 4 3 64 S 08/10/77 6.00 100 30 OJ00N.0350V NVNN 1 7 M 58 V S r 10860E 1 62 BUSSET WALTER MAYOR I0WN MALE RATHER, CO 00000 64 M 05/11/66 60.00 1042 510 NENF 3 7 6 58 V S if 13032 1 62 FOK V J NEW RATHER, CO 80742 64 0 10/01/62 3.00 158 72 HEMP 3 7 14 30 V S V 21660 1 62 VIGOINS TELEPNO P 0 BOX 248 WIGGINS, CO 80654 64 D 09/23/64 4.00 153 72 NENE 3 7 8 58 V S •t V 29865 / 62 PRAIRIE RE 11 NEV RATHER, CO 80742 64 D 5.00 170 60 NENE 3 7 11 se V T 4 18437 1 62 WALKER BEN NEU RATTIER, CO 80742 64 D 3.00 125 80 MONF 3 7N S8VS 18442 A 1 62 KRAGER ALICE MEV RATHER, Co 80742 9 NP 11/20/88 64 0S Gil 3.00 152 110 03505.15001/NENV 3 7 M 58 V S , 16442 1 62 KEASER CLYDE NEV RATHER, CO 80742 64 D 5.00 112 70 NFNN 3 7 M 58 V S 170696 1 62 NORTON DON P O 8014 86 NEW RAYNER, CO 80742 NP 05/20/93 64 DS GM 1258$ 0814F EFSF 4 7 N 58 V 2 100811 1 62 NORTON Dow 90 80K 86 NEW RATHER, CO 80742 RP 07/17/78 SA 01/29/87 1 0 09/16/76 1.00 5.00 125 70 12505.RO0W PM 4 7 N 58 V S 32951 1 62 SEIFRIEO CLARENCE NEV RATHER, Co 80742 64 P 06/23/68 5.00 141 . 60 NVNE 6 7 M 58 V 2 1 62 NATURAL GAS ASSOCIATES 1401 17114 ST SIC 600 DENVER, CO 80202 AP 07/26/08 AV 08/18/88 64 0 DV 040011.0165W NMI 8 7 M 58 9 5 117013 A 1 62 CR058T H P NEW RATHER, CO 80742 MP 10/14/60 64 DS MENU 9 7 M 58 W E 14687 1 62 NICKERSON HERRI IT 2515 67N ST OREELET, CO 80631 64 05 04/09/63 5.00 150 85 MENW 9 7 N 58 W$ 117013 1 62 CROSBY MARJORIE P. STAR RI 808 A-1 NEU RATHER, CO 80742 64 DS 05/22/81 5,00 174 0477N 2162W NEW 9 7 N 58 V 5 136989 1 62 IIVENG000 RONALD L. RD. 127 NEV RATHER, CO 80742 IT 64 S 11/15/84 3.00 160 86 00505.0200F 595E 9 7 N 58 V S 78876 1 62 SCNNEECKLE ELDON NEV RATHER, CO 80742 64 DS 11/12/76 1.00 3.00 257 96 02505.2500E $1154 10 7 M 58 W S 69979 1 62 SCNNEECKLE ELDON 107 N 818 AVE STERLING, Co 80751 I OS 08/02/73 3.50 160 99 02005,2600W SESV 10 7 N 5e W S 176698 1 62 KUGLER PAUL 0 NORTH STAR RTE Fl MORGAN, CO 80701 NP 02/10/94 64 05 3.00 GN 15.00 300 02755.017644 51NSW 11 7 N 55 V S 176695 A 1 62 KUGLER PAUL C NORTH STAR ROE FT NORGAN, Co 80701 NP 02/10/94 64 05 KP 02735.012614 SV5V 11 7 N 58 V S 65799 1 62 NORTIUP NORER F NEW RATHER, co 80742 64 OS 10/30/72 3.00 165 90 03001.150044 NENV 13 7 N 58 W S 71205 t 62 MARKS RALPH N STAR RI it MORGAN, CO 80701 64 DS 11/20/73 1,90 3,00 160 90 00505 110011 SWSW 11 7 N 55 W$ ' 5 H4 ti , R , • LR21",ky.1. 4.,/,. .,.12:71,^',. . 1.(\11. 1 , 32 • 1'1.0 q dt'. , ,T. CSI...' 4.14 rN ..:,i.� . I REPORT DATE 10/11/94 COLORADO WELLS, APPLICATIONS, AND PERMITS . COLORADO DIVISION OF WATER RESOURCES PACE 1 PERMIT D CO OWNER INFORMATION ACTIVITY STATUS 15 ED ED AL ES CEOL WELL WELL WATER DATE CD DATE W It DB USE DATE APROP !RR A0 R YIELD DEPTH LEVEL CEOOIDI TEE OCAS SC SNIP RRSE t tom N 77980 1 62 SCIOIEECKLE DALE NEW RATHER, CO 80742 64 DS 02/11/75 1.00 5.00 00 IS 7500N 1S20W SPIN S 7 N 57 W s 77987 162 DCIRMECKLE DALE NEW RATHER, CO 80742 64 DS 04/30/47 1.00 1.00 20 24806 70204/SEMW 5 7 M 57 V! 90497 162 SCIIMEECKLE DALE NEW RATHER, CO 80742 64 DS 06/02/77 6.00 83 033001.1070E NENF 6 7 N 57 N E 232527 1 30 REED I R FT MORGAN, CO 80701 NP 11/01/77 64 K 37638 162 NUNLOCK W V NORTH STAR NT FT MOIOAN, CO 00701 6411E 6 7 N 57 W 64 S 05/01/69 32751- 1 62 NANSON BROTHERS 703 FREMONT AVE FT MORGAN, CD 80701 2.00 392 46 SWNE 7 7 M 57 V 64 8 12/16/67 2.00 101 19 SISF 9 7 M 57 4/5 33938 1 62 STEFFENS ELMS NORTH STAR Ft mOROAN, Co 80701 64 0 05/26/68 2.09 74 32 SFNF I7 7 N 57 W$ T r N. t ua/ . {rpp� ...0,. ":46',46416% ,a 1 LI ,ttTrEt -;'1 L.1 r f4 T,a : 40 1.$ t . •7A, a A1� t + 41 41 icy. ; � 'Ss*V' N. �9�ywA4 it:CAP { na ° . 'PPr, . t 11PAP h 55 A �E a R/Tt• /'4 Ipaj rt'y,P 7FT 4N �r .. ,/r, . rt rd;1 >.. 9 1?~'j REPORT DATE 10/11/94 COLORADO WELLS, APPLICATIONS. AND PERMITS PAGE 1 COLORADO DIVISION OF w 'SOURCES PERMIT OLDER INFORMATION ACTIVITY STATUS 1ST USED ANNUAL ACRES 4E0L WELL WELL WATER SEC LOAT•M SUM I CO DATE W DATE W MD DB USE DATE APROP IRR AaFR YIELD DEPTH LEVEL COORDINATES Ofgf SC SNIP RANGE 1 • 16583 1 62 BOX ARCHIE NEW RATHER, CO 80742 64 5 30.00 170 69 NENF 1 8 11 SO V 17914 1 62 WALKER BEN NEW RARER, CO 80742 64 5 2.00 120 70 SERF 2 8 M 50 W! 37081 1 62 US FOREST SERVICE 2006 BTN ST GREELET, CO 80631 64 S 15.00 20 10 SENW 9 8 M 56 W! 163306 1 62 US FOREST SERVICE SOX 25127 LAKEWUW, CO 80225 43821120771 NP 03/06/92 64 S 1V 5.00 100 70 IS00N.1100W NNW 9 8 N 58 W' 19235 1 62 US FOREST SERVICE 2006 8TH SI GREELEY, CO 80631 64 5 14.00 127 107 NVNW 1I 8 H 58 V _,__a. 8oSAD 1 62 WALKER BEN L. NEW RAYNER, CO 80742 AD I SASE IS 8 11 56 V 37082 1 62 US FOREST SERVICE 2006 8TH ST GREELET, Co 80631 nO 64 5 10.00 41 15 SWNE 18 8 X 58 V! 115190 1 62 US FOREST SERVICE 11177 V. 0TH AVE. LAKEVOCO, CO 80225 64 5 09/03/80 12.70 1060 550 08235.2125W SEW 19 6 N SB W 1 62 DIVERSIFIED OPERATING 1600 STWT ST STE 1900 DENVER, Co 80202 AP 12/12/88 AU 12/14/88 64 GW 060011.0600E NENE 20 8 N 50 V ! 10736 1 62 LITTLEFIELD KENNEIX NEW RATHER, CO 80742 64 D 20.00 1076 20 SW5V 24 8 N 58 W 11503 1 62 US AIR FORCE 110 E 16111 S1 CHEYENNE, VY 82001 64 0 07/18/62 43.00 1180 557 SVSV 26 8 N 58 W 15952 1 62 COLO.SIAIE BARD LAND COMM. 1313 SHERMN DENVER, CO 80203 64 S 07/00/63 - .• 5.00- 35 . 25 . NAME 36 8 N 58 V 19098E 1 62 PRAIRIE SON DIST RE-11J BOX 68 RAYNER, Co 80742 NP 11/01/74 EP 12/19/75 64 D SASE 36 8 M 58 W 25131 1 62 WLO.STATE BOARD LAND CON. 1313 SHERMAN DENVER, CO 10203 64 D 09/02/76 1.00 1.00 1001 466 10005 0100E BESE 36 8 N 58 W' 10899W 1 62 CO BRD LND COMMISSIONERS DENVER, CO 60203 AD 08/15/85 64 0 Cu SASE 36 8 M 50 V! r;f., AS^ J Yr , R' r y J4 ' • N 7 F 11 �r S' / tit 71'f y 1 n lfl 5 h5 4... �' i 41.2.1` - 1"115) 7 ?F " / I}Nf ' IJ. . } 1 a ,,, 1 T 715( Ip..,. Yv , ., 4'00:)r. •.P, , Uy,r .A�}} + (IIN"he • y ' Ib t Y qx< •I JY • i 5 �S N/RE90RT DATE 10/11/94 COLORADO WELLS, APPLICATIONS, AND PERRI'S PAGE 1 COURADO DIVISION OF WATER RESOURCES 'PERIM D CG OWNER INFORMATION ACTIVITY STATUS IS! USED ANNUAL ACRES DEOL WELL WELL WATER SEC LOCAT'N TOM I CD DATE CD DATE W IA DO USE DATE APRGP IRR AOFR YIELD DEPTH LEVEL COORDINATES DIRE SC SHIP RANGE I . ' ' 35778 162 SOX ARCHIE NEW RAYNER, CO 80742 64 1 12/20/68 9,00 131 77 NNO11 S 8 M 57 V 22959 162 SOX ARCHIE NEV RAYNER, CO 80742 64 0 8.00 92 75 NNW 6 8 N 57 N' 74406 1 62 COLD Si LAND COMISSIIM 1313 SHERMAN RA 620 DENVER, CO 80203 64 5 06/28/74 160.00 15.00 95 28 16505.14004 NEN 10 8 M 57 V 41413 162 COLO ST LAND [MISSION 1313 SHERMAN, RM 620 DENVER, CO 80203 64 S 06/20/70 10.00 101 SS MUNE 16 8 N 57 W 76914 1 62 SNEPPERD ROY DWAYNE NEW RAINIER, CO 80742 64 DS 11/07/74 10,00 50 15 24004.7300F 5WMF IT 8 N 57 V . 51252 1 62 WALKER BEN NEW RAYNER, CO 80742 64 F 03/06/72 10.00 80 41 030011.0300W NMI 18 0 H 57 W' 37079 1 62 US FOREST SERVICE 2006 8TH ST GREELET, CO 80631 64 S 4.00 65 20 BENIN 22 8 N 57 V • r 1. r l toA t r ,,<�' A� @I r a Ih° b pr 1 J11IT I F {Iij 211,11' `. A 1p 3 IM � L1 f ,`:. If..? I ';41 I M, T;tN. Aj;. �Y .lw�i 1 7 14' f y } T7.S, i .; c 'q I' 7 ,{ bx . -,. Y . .�' Is . h9 • ',' Jn4",4,r, .7.5.'H ' LA y� -r,I.. .4. ', wr i, •! 4C''-5-.414';.''”",art„1� 1 tr Y 4' 7'1'9 �'+1Dr A+° • • — r 1i.1,: I I . s.1.1./"�, AREAWIDE WATER QUALITY MANAGEMENT PLAN FOR THE LARIMER-WELD REGION 1985 UPDATE PREPARED BY THE LARIMER-WELD REGIONAL COUNCIL OF GOVERNMENTS DAVID DUBOIS WATER RESOURCES MANAGER AND SUSAN MOREA Section 2.4 of the Areawide Water Quality Management Plan for the Larimer-Weld Region ATTACHMENT IX 9 .12,9 CC ••• iiMIIMOS © W CO a 3 = Z p 2 • p 2 W •< W = as H Z 4 y W H 2 'V/,+ CC —I O7 CO al Q 7 W --� J Q > U -1 O Q • am cr I— X I = W I O ?- I ` I 0 ..1.-. Ir _._.._ .y F.! '2 9 P9 .,. CC r. 1.: G e • M1 W j . Z ¢ r / I V do a a W ;0 \ W W , G •C �• :32 c Y t q Y a 0 Y J W YI111-N\ L•!6. N•T• Q O S y W V J iF(k = sCC m t J 6 V U PJ6 J i a yes ..;a '�nia a c < c d u < 2.4 Septic Tanks Septic tanks and leachfields can be an acceptable method of wastewater treatment and disposal under the appropriate conditions. The systems function by breaking down the solids in the tank and discharging the liquids through the leachfield. Since most of the waste stabilization that is realized occurs in the soil , the efficiency of the method is directly dependent on the type of soils and geologic conditions which are present. Factors which make the use of septic tank systems inappropriate include the presence of dense or low permeability soils, the presence of loose and highly permeable soils, the lack of adequate soil depth, or the existence of a high groundwater table. Septic systems are also unsuitable for use in densely developed areas where the total amount of waste generated is beyond the capability of the soil to accept and treat it or beyond the capacity of the groundwater basin to assimilate it without some significant degredation occurring. Another problem associated with the use of septic tanks is that they require regular maintenance and that many homeowners do not provide for that routine attention. Experience has indicated that homeowners may wait until a problem develops before they perform any maintenance on their system. At this point a leachfield may be significantly plugged and require replacement or reconstruction. Normal service involves pumping the solids from the septic tank and checking the leachfield, and ideally it should be performed about every two to three years. In an area where marginal geologic conditions may prevail or where there are significant numbers of septic tanks used, an effective and worthwhile method of maintaining septic tanks can be through an organized mutual program or management district. Under this type of an arrangement, the homeowner would pay a small annual fee to cover the costs of inspecting and pumping the septic system by a qualified person on a scheduled basis. Also, this maintenance program can provide an opportunity for routine and effective record keeping to monitor the potential for problems in the area. Another approach to the prevention of problems is through an education program. This would include the distribution of information on the proper installation and maintenance of septic systems and other types of on-site systems that may be appropriately used in an area. County health departments, who must approve septic tank installations, are the best source and point of distribution for this educational information. Where development has occurred in areas that are later found to be not sufficiently suitable for septic tank and leachfield systems, alternative systems which have been devised can be used. High groundwater and some soil problems can be overcome by using a mounded leachfield constructed in a fill or mound of imported suitable soil VII-10 94127 material . The use of cluster or community type systems may also be an acceptable means of avoiding problem areas and disposing of the wastes in appropriate locations. Alternative solutions such as these can be very viable and cost-effective options in rural areas where no appreciable additional development is allowed, and they should be given consideration before deciding to install a conventional sewer system. 2.4.1 Areas of Concern Most of the rural areas in Larimer and Weld Counties are adequately served by septic tank systems. Problems generally arise in the instances where development is concentrated in an area too densely for the area to support. Developments of lots that are less than about one to two acres in size or that are located in areas with marginal geologic and soil conditions should be reviewed very carefully, and consideration should be given to reauiring the use of alternate on-site systems or central sewerage treatment and disposal systems if the developments are to be approved. Specific areas of concern at present are being monitored by the respective county health departments. In Larimer County an area of significant concern which has been experiencing problems is the Mill Canyon Subdivision on the northwest side of Horsetooth Reservoir. This area has a record of failing systems and surfacing wastewater. An effort was made by Larimer County to solve the problem through construction of a sewer system, but complete financing of the project could not be obtained. A grant was approved for a portion of the cost, but the remaining required funds were deemed to be more than could be raised locally. The county is requiring that any system which fails be replaced with a new leachfield. Certain other areas in Larimer County which present potential problems due to the use of septic tank/leachfield systems under marginally suitable conditions include some locations in the Big Thompson Canyon, Cache la Poudre Canyon, and the general vicinity of the Red Feather Lakes. In the Fort Collins area there are older developments on the west side of the City which could present problems and might be better served by municipal sewers in the future. These include an area on LaPorte Avenue west of Taft Hill Road and an area along Spring Creek west of the city limits. In Loveland there is one problem area referred to as Seventh and Taylor Streets which is being annexed to the city and provided with sewers. There are other isolated pockets of development in unincorporated areas around the city that may also be best served by sewers in the future. These include the Sennett Subdivision and Acheney Subdivision west of Loveland and the Boyd Lake Shores Subdivision on the east side of Boyd Lake. VII-11 9417: (3 In Weld County areas of particular concern include the Chamber's Estates, Aristicrat Ranchettes, and Erie Air Park Subdivisions. The Chamber's Estates Subdivision has a potentially serious problem affecting a possible 15 of 25 lots, where the course alluvial soils are providing little or no treatment of septic tank effluent. The Aristicrat Ranchette Subdivision northeast of Ft. Lupton has experienced about a five percent failure rate and the Erie Air Park has experienced about a ten percent failure rate due to the poor percolation capacity of the soils. The areas of concern as identified by the County Health Departments are located on Figure VII-A. VII-12 911.279 DOME. ,C WASTEWATER DISCHARGE APPLIC,,,,ON FOR AGENCY USE ONLY PERMIT NUMBER CO-/ / / / / / / DATE RECEIVED YEAR /MO._/DAY Do not attempt to complete this form before reading the accompanying instructions. PLEASE PRINT OR TYPE SECTION 1 - GENERAL INFORMATION 1. A. Facility Name Missile Alert Facility N-01, 43418, Weld County Road 129, Raymer, CO B. This application is for[check the appropriate space(s):1 New permit X Renewal of existing permit Surface Water discharge_ Ground-Water discharge X (a)Impoundment (b)Land Application_ (c) Septic System >2000 gpd x C. Existing permit number (rf applicable): CO-00 N/A D. Date(s) and Number(s) of the original site approval for the facility and any amendments. E. Type offacility ownership (municipality, sanitation district, private individual, corporation, etc.) F.E. Warren AFB, WY 82005, United States Air Force Federal Taxpayer (or Employer) IDN: 2. Name, address and telephone number of the legal owner of the wastewater treatment facility producing the discharge. Where the facility is owned by a city, town, special district, etc., provide the name of a ranking official (mayor, city/town manager, president, board chairman, etc.). In the case of a privately-owned facility (wailer park, hotel, etc.), provide the name of an entity (corporation, etc.) that is legally registered with the Secretary of State's Office and in good standing or the names of any individual who is a pan owner of the facility. A. Legal Owner, Title U.S. Air Force, F.E. Warren AFB, WY, 90 Civil Engineering Squadron Jack B. Knudson, Deputy Base Civil Eng. B. Mailing Address Deputy Base Civil Engineer, 90 CES/CD, 300 Vesle Drive, FEWAFB WY 82005-278E City F.E. Warren AFB State WY Zip Code 82005-2788 C. Telephone Number (307 ) 775-3600 Area Code SEPTIC SYSTEM >2000gpd = N 1-4, 8, 10, ( ), IS. 194 & B, 20, and one copy only of SECTION IX, APPENDICES D & D-3. 9112'..9 4 -W::= ., .. 3. Location offaciiity A. Legal description (1/4. 1/4 Section. Township,Range. and latitude-longitude if available) SW4NE4SEC26 T8N R58W B. Street Address of the Facility B. City. Zip Code) 43418, Weld County Road 129 New Raymer, CO C. County Weld 4. Operator Information A. Certfied operator in charge (None, Classification, and Number) John Frederici, Superintendent Class II, #IIC945-7, Wyoming, Colorado applied for B. Telephone Number (307 ) 775-3662 Area Code C. Is the facility operated by an individual, a company, or a lessee through a written contract? Yes No J If yes, complete the following: Operator N/A Mailing Address City State Zip Code Telephone Number ( Area Code D. Submit a copy of any owner/operator agreements which are currently in effect or that are scheduled to be in effect during the life of the permit. SEC/ION II - SERVICE AREA AND POPULATION 5. Unless his u a renewal of an existing permit and the service area has not changed since the previous applicgtion - provide an 8'h2.; ii inch map which defines the legal boundaries of the service area. 6. Provide a breakdown ;ilk pg er and type of existing taps in the service area as follox� l r Type of Tap Numb a � Description (attach listafaeceuary) Total Estimated Row Residential Industrial Commercial Other (specify) / All facilitierwith a design flow of 1 MGD or greater which art requesting a waiver of WET testing ' monitoring) shalYprovide a list of non-residential customers which includes the name, address and type of business.. -2- 7. 'Municipalities or r wed---... — A. Identify any agreements,for the acceptance andtzes wastewater, with connector systems, districts, subdivisions, counties, cities„,.or-other agencies or persons within or oiiuute the.defi�ned service area. 4," $SEC77ON 117- FLOWS AND DISCHARGES 8. Provide the following data on influent flows to the facility during the past calendar year. Effluent flow data may be substituted where that is no influent flow measuring and recording or totalizing device. Average daily flow (MUD) during the three minimum flow months. month Nov month Jul month May - flow 0.0308 flow 0.0309 flow 0.0314 Average daily flow (MGD) during the three maximum flow months. month Dec month Oct month Sep Maximum peak hourly flow 0.000105 flow 0.0391 f�,, 0,0380 flow 0.0359 (MGD) r each surface water discharge point from the treatment facility indicate the type of dscharge (continuous, �. y inter„ iteett`seasonal, etc.), legal description (1/4 of 1/4 Section, Township, Range) and the name and desc,, ptfon of the receiving�r for each. /- Outfall A. Leg 1Jeseription B. ?}pical Months C. a etvincr g Number (I; R, S, 1/4, 1/4),.- of Discharge /Water (Existing _ Permit) / r " A. Fo discharge to a ditch provide a copy of I) any agreement with the ditch owner which authorizes the, discharge and; 2) the notification to the owner that this application is being made. \, 10. Bypassing and Overflow Points for-Surface Water discharges and for Ground-Water discharges, as appropriate A. On a separate sheet, provide a diagram/map illustrating I) the location of any bypass and/or constructed overflow point(s), 2) the receiving water, and 3) a description of any bypass and/or constructed overflow point(s) at the treatment facility that are not described in a current permit for the facility. Also provide this information for any lift station or any point in the collection system. N/A B. Include a genera!discussion of what conditions would cause a discharge from any such point to occur. N/A 11. Su i' 'ioeatiaa.,v_p showing the facility property and discharge points. The map shall be from a_7-1/2 or15'iriinute USGS quad sheet or a maf'Df comparable scale. A north arrow shall be shown.:__Any-publity eater supply intakes within a 5 mile radius of the facility shall also be-identifa d. . ,ubmit a diagram of he si,te_whiclvgrows appurtenant facilities (buildings, ponds, dlGersien d{tches, treamtent proses .._etc:);' stream location, numbered discharged points, influent monitoring and effluent cfplianss__ , • 14. Provide a cFm'iifany-studiesstr orb - analyses which you feel may help the Div 'inin its.developmentlfZjlluient limitations for your facility. This wL J`inclurle JAY ata or pH atfd't`empE. —ure, instream sampling and analyses upstream astream-of-the7ifth rge, modelling resukt;7rc.'----- SECTION V- TREATMENT FACILITIES AND SEWER SYSTEM 5.)Treatment Facility Design Capacity { "• ****SEE COMPLETE ENGINEERING STUDY**** A. Provide design calculations and other engineering data which define the organic and hydraulic capacity of each unit process and the facilities as a whole. of this information was provided with the application for an existing permit, then provide information on any changes or additions at the facility since that time. Plans and specifications and engineering design studies must be certified by a registered professional engineer. B. When did the facility fast begin operating? See study. . Collection System-Infiltration/Inflow A. oes the 30-day average flow to the facility exceed 120 gallons/capita-day during any month? Yes_No 1 attach a discussion of the extent of the problems (quantities, sources, etc.) and any ongoing or pro sed corre ' n programs (including scope and budget of programs). Attach a copy of the pertinent portio of any I/I n.studits w ' h have been completed. B. Attach a descrip ' n of any ongoing sewer system maintenance/repair/rehabilitation progr . C. Attach a description o ongoing interceptor flow monitoring programs if such is collected. Include a description of monitoring hniques, the locations of monitoring points and any rtinent data. 17. Are any facility or collection system (I/1 reduction) expansions or improve ts planned during the next five years? If so, describe the extent of the expansions/imdrovements and list any pro sed schedules for planning, design and construction. 18. Lift Stations , A. Provide the following information for all lift statio in t service area: Lift Station Wet Well N of P Current Peak Name/No. Volume and Capaciti Daily Flow (gpm and hp) (MGD) B. Include p which shows the locations of the lift stations. The service area map requested in estion 5 of this appli don may be used in place of a separate map. Cescribe the emergency systems in place (alarms, dual grid power feed, generators, holding ponds, etc.) w is will be used to prevent a discharge from any lift station. 1'1,4' -5- 9117_11 ,fECT1ON V1- OPERATION AND MANAGEMENT 19. Provide the following information for the facility. A current plan of operation which includes this information may be substituted. ****SEE ENGINEERING STUDY**** A: An organizational chart and chain of command. See Attachment 1 • • • B. A copy or description of the staffing plan for the facility, including the number of operators and their certification levels, and operating personnel coverage of the facility during weekdays, weekends, and holidays. C. A discussion or outline of the emergency response program used at the facility. This discussion should include: I._ A description of alternate power sources. 2. A are ion of alarm systems installed at the facility, including any remote transmission of a. runt: 3. A description chain of command in emergency situations. Provide these derails on separate sheets.7fitf vnation is not available for—any of these emit please indicate that this is the case and provide a brief explanation of why heitem,cannot-be discussed or described. D. Attach a list of any chemicals which au.userin the operation of the FreatmEnt facility. This includes chemicals • added directly to the tr ocess (chlorine, copper sulfate, other algicide4 a um, etc.) as well as chemicals which are used ad'ne to o processes (ponds, basins, etc.) which may be carried into-the treatment system by storm events,,snowmelt, etc. MSDS sheets shall be included for any name-brand (Aquashade, Round-up, etc.) 20. Monitoring and Testing _A. Describe the method offlow measurement for the influent flow to the facility and for each discharge (i.e., V-notch weir, 3-inch Parshall flume, calibrated pumping rate with run-time meter, none, etc.). Also, describe the "range" (minimum-maximum) of any flow metering and recording equipment associated with these devices. Monitoring Type of Size Range of Type of Recorder/ Point Device Flows Measured Meter (if any) Domestic Raw Water Meter 3/4" N/A Totaling Treated Domestic Water Meter 3/4" N/A Totaling B. Describe procedures and tests used to determine the accuracy of the flow measuring and recording devices and note how often the devices are calibrated. As required or fails approximately every five (5) years. C. Attach a description of approved analytical procedures which are used, or will be used,for analyzing each influent and effluent parameter in order to meet the reporting requirements of the permit. Also, describe the location where each analysis is or will be completed and the requirement used for each method not done in the lab. (i.e., BODJ Method 5210E from Standard Methods, etc.) Is a commercial or other WWTP laboratory used? If so, identh the laboratory and submit their analytical methods for each parameter. -6- • APPENDIX D • • ADDITIONAL REQUIREMENTS FOR DISCHARGES TO GROUND WATER • I',`GIP UND111EM:r GENERAL REQUIREMENTS ****SEE ENGINEERING STUDY ATTACHMENT VIII**** (1) ret nIMPPrNt R A location map of the facility and surrounding area, based on the USGS 75 minute quadrangle topographic map series or comparable map, shall be submitted with the following information: (a)facility location; (b) drinking water wells within a one mile radius of the facility in an urban area, or the drinking water wells within a five mile radius in a rural area: (c) the irrigation welLr within one mile radius of the facility and indicate the estimated area of influence for each irrigation we1L[See Appendix A, State Engineer.]; (d) topography; (e) any known surface area contamination or ground water contamination area; and (]) a North arrow. Map must be no larger than 11 X 17 inches. &***SEE ENGINEERING STUDY ATTACHMENT VII**** (2) FACILIIYSKETC17 A legible sketch of the sue shall be submitted and will include buildings, roads, ditches, ponds,streams, drains,impoundment(s), land application areas, any septic systems and monitoring well locations (indicate if in place or proposed). This sketch may be the same as in surface water discharge permit ?no additional information is needed. The sketch will be on 8.5 X 11 inch paper. ****SEE ENGINEERING STUDY:**** (3) SITE SITIDIESy1NPbRr T 10N'' Provide a copy of any studies, geological reports, consultant reports, water quality analyses pertinent to your facility/site which you feel may help the Division in the development your ground- water permit. Include such reports/studies that address such areas of interest as ground-water quality analyses that establish ambient (existing ground-water quality prior to your ownership of the property), all Material Safety Data Sheets (MSDS)for each chemical used at your facility (an example MSDS is available from the Ground Water Unit), well driller's logs and pumping information of the local aquifer, any computer modelling results that have been performed for the immediate area, U. S. Geological Survey (USGS) reports for the area, etc. ****SEE ENGINEERING STUDY:**** (4) GEOLOGY,mvROGEbtOC b 5nr (a)Describe the local geology of the site. Identify and describe all lithologic units from the ground surface to the first impermeable stratigraphic unit. Provide the estimated thickness of each unit. Include a geologic map or cross sections, ?necessary. Maps will be on 8.5 X 11 paper. (b) Describe the hydrogeology of the site. Describe in detail the relationship of this site to any alluvial or bedrock water bearing formations (unconfined, confined, or perched) and surface water (lakes, ponds, ditches or streams). (dent( aquifer name or formation name for each water bearing formation and provide the depth to water (include water elevation)for each. Describe any unusual geologic or hydrologic features that could affect ground water rate of movement or direction of movement (i.e.faults,fractures). (c) Describe aquifer characteristics (transmissiviry or permeability, porosity and storage capacity) of these water bearing formations. State the source(s) of this information. (d) Provide potentiometric surface (ground water level) map(s) of the water bearing formations. Document information source(s), ?obtained from published data. If water levels are contoured from site data, control points must be annotated with water table elevation and time period of measurements indicated in legend. Map must be legible and no larger than 11 X 17 inches. (e) Discuss any hydrogeologic investigations or ground-water modeling conducted at this site. (5) Water Quality;Sampltng Requirezttenfs The Discharge Regulations require Domestic Wastewater Treatment work to characterize the raw and effluent wastewater quality related to each discharge (6.6.1 (5)]at the facility. The Division's quality assessment requirements are listed below. In addition, the Division is requiring an existing ground-water quality characterization, which is found in paragraph (a), below. -13- 9 417 TS (a) Each applicant must submit (1) L. description of the ground water in the sample prior to filtration [i.e. clear, murky, cloudy, etc.]; (ii) the below listed analytical data used to document (A) ambient ground water near the impoundment, land application and/or leach field, and (B) the upgradient ground-water quality: Total Coliforms Biochemical Oxygen Demand (BOD) Chemical Oxygen Demand (COD) Total Organic Carbon (JOC) Total Suspended Solids (TSS) • Total Ammonia as N Temperature • Ph Nitrate as N CHARACTERIZATION OF GROUND WATER (Measured as dissolved concentration) Sodium (Na) Chloride (C1) Calcium (Ca) Bicarbonate (HCO3) Magnesium (Mg) Sulfate (SO4) Potassium (K) Carbonate (COI) Iron (Fe) Total Dissolved Solids- (b) Each applicant must sample, analyze and report to the Division any of the below listed pollutants he/she knows or has reason to believe may be present in the influent to the facility's treatment system or is in the ground water below his/her property: (1) TABLE II OF APPENDIX D. PART 122, 777LE 40 OF THE CODE OF FEDERAL REGULATIONS: ORGANIC TOXIC POLLUTANTS IN EACH OF THE FOUR FRACTIONS IN ANALYSIS BY GAS CHROMATOGRAPHY/MASS SPECTROSCOPY(GC/MS)-CONSIDER ALL POLLUTANTS LISTED FOR EACH FRACTION FOR A CONTRIBU77NG CATEGORICAL INDUSTRY, AS INDICATED IN APPENDIX C OF THIS APPLICA77ON.: The list of organic toxic pollutants in each of four fractions -"Volatiles, Base/Neutral, Acid and Pesticides" - is found in Appendix A - Priority Pollutants'. Measure the dissolved concentration for each of the parameters listed that you know or believe will be present at your facility. [ii) TABLE V OF APPENDIX D. PART 122. 77TLE 40 OF THE CODE OF FEDERAL REGULATIONS: TOXIC POLLUTANTS AND HAZARDOUS SUBSTANCES. The list of toxic pollutants and hazardous substances is found in "Appendix B", above. If you believe your influent contains any of the listed toxic/hazardous substances or it is likely that they will be present at your facility, measure the dissolved concentration for each parameter. (c) Each applicant is required to report whether 2,3,7,8 Terrachlorodibenzo-P-Dioxin (TODD) or one of the below listed compounds is used/stored at the site, and, therefore, may be present in the soil or ground water. (i) 2,4.5-trichlorophenoxy acetic acid (2,4,5-T) (CAS #93-76-5); (ii) 2-(2,4,5-trichlorophenoxy)propanoic acid (Silver. 2,4,5-7T) (CAS 1193-72-I); -14- 911239 • (iii) 2 (2 4,5-n chlorophena. ethyl 2,2dichloroproplonate(Erbon) (CA. A36.25-4); (iv) O,0-dimahyl x(2,4.5-trichloropharyl)phosphorothioate(Ronnel) (CAS#299-84-3), , - (v) 2,4.5-trichlorophenol(TCP) (CAS#95-95-4);or (vi) Hexachlorophene (HCP) (CAS #70-30-4). • -15- 9419'19 K `D3`,rS agftC q.221 SMENT, FOng,PTIcanrgfi— J1 FACILITY Circle "Facility Type" and indicate the Design Capacity of the septic system plus whether the facility also has impoundment(s) or land application associated with it. "Facility Type" Industrial/Domestic Wastewater (a)Business; (b) Ski Area; (c) Campground/R.V. Part (d) Motel/Hotel/Dude Ranch; (e) Community System; (J) School; (g) Church; (h)Hardrock Mining/Milling /Placer Mining / Coal Mining; (i) Sand and Gravel Production; (I) Construction Dewatering; (k) Ground Water Cleanup of Gasoline/Diesel ' SEPTIC SYSTEM DESIGN CAPACITY = 2,367 _gpd Circle the appropriate components of the septic system: rTWO STAGE SYSTEM: FIRST STAGE (ja) SEPTIC TANK—) (b)AERATION SYSTEM SECOND STAGE (a) BED (1) PIPE& GRAVEL an2AVFI!FSS CHAMBERS) (b) TRENCH (3) GRAVFI I FRS PIPE THREE STAGE SYSTEM: FIRST STAGE • (a) SEPTIC TANK (b)AERATION SYSTEM SECOND STAGE SAM) FILTER • THIRD STAGE (a) BED (I) PIPE& GRAVEL (2) GRAVT!I TM CHAMBERS (b) TRENCH (3) GRAVELLESS PIPE Indicate whether there are impoundments and/or land application at this facility: N/A IMPOUNDMENT (Y)_(N) Jl Wend Surface Area of Each ft f1t ft' LAND APPLTCr1TTNN (Y)N�(N) Type If the response is "Yes" to either the impoundment or land application question, please refer to D-I OR D-2, RESPECTIVELY. 2) OTHER PERMIT(S) FOR THIS FACILITY: ARE THERE "PERMITS"/"ACTION PLANS"IN PLACE FOR THIS PROPERTY? YES NO x (a) REFER TO APPENDIX E FOR SUGGESTIONS AS TO WHAT ARE INCLUDED AS "OTHER PERMIT(S)" (b) IF THE ANSWER IS "YES" TO THE ABOVE QUESTION, ATTACH ADDITIONAL PERMIT INFO AS AN ATTACHMENT TO THIS APPENDIX. -18- 944279 Attachments to DOMESTIC WASTEWATER DISCHARGE APPLICATION UNITED STATES AIR FORCE Missile Alert Facility (MAF) November -01 43418 Weld County Road, New Raymer, CO Attachment 1 Section VI, Number 19 A. Chain of Command Site is maned in support of the missile system, however the septic system will be unattended. Site personnel will notify F.E. Warren AFB waste management shop if any problems arrise. The waste management shop (see Section I,Number 4 A and B) is maned by certified operators/technicians. The waste management shop is scheduled to inspect the septic tank bi-annually (stick and record both scum and sludge levels) and pump, by contract, the tank annually or as needed. Attachment 2 Section VI, Number 19 B. Staffing Plan Site is maned in support of the missile system, however the septic system will be unattended. Site personnel will notify F.E. Warren AFB waste management shop if any problems arrise. The waste management shop (see Section I,Number 4 A and B) is maned by certified operators/technicians. The waste management shop is scheduled to inspect the septic tank bi-annually (stick and record both scum and sludge levels) and pump, by contract, the tank annually or as needed. 9411239 -c-. - _. $t l if i n i c LL1 �► e Y C "1 aC _ G iii s as ra.G' D ° .� c •: p 7jr I ; 24 1 ✓' m u. •�r.22---) � I r - i W E o n Z , i 1 , 25' lt.-glit2 n I ill I r, I I ) - m�l'2.I ! I ' - —__—_ a _c ` ' <. _1 '.. 1 ji o q a� !-;-!/%1 %/ /' I I I .f I I V� ; I 1 I ' RJ Qf. s o I i ' I •..I. i I U t v o v, 2 = 1 W il. V.g. t /L,•!..4 - 9 W w •., U 5 .t; . . F.: 2 -''' -, E 'a! !!, Lb _ -i 3i! ° c - - I tt bn E 1 o E °E _ .- _T. 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