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HomeMy WebLinkAbout2014 Bids & RFQ General Contractor for Manager- Langlas, Submittal Lan las • & Associates GENERAL. CONTRACTORS �,.. City of Bozeman Police 6 Courts FacilityRequest for Oualifications 2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.6S6.1088 1019 East Main St.,Suite 101 Bozeman, MT S9715 P 406.S85.3420 F 406.585.4110 LANGLAS.COM - r ,i Rio �� � � � r � � T�'��'��;��, •� ._ t Lr ✓- ,� ooe lot; - 1 ! _ r 2270 Grant Rd 1019 E Main St.#101 Billings,MT S9102Langlas ' Bozeman,MT 59715 P:406.656.0629 & Associates P:406.58 S.3420 F:406.656.1088 F:406.585.4110 GENERAL CONTRACTORS March 20,2014 City of Bozeman Office of the City Clerk PO Box 1230 Bozeman,MT 59771 ATTN:ChuckWinn,Assistant City Manager RE:Request for Qualifications-Police and Courts Facility Dear Chuck, Langlas&Associates is pleased to offer our Request for Qualifications for General Contractor/Construction Manager Services for your upcoming Police and Courts Facility in Bozeman.We are honored to have your consideration and feel that our schedule driven background and years of experience on large, complex projects makes us the best fit for this facility. Langlas&Associates has provided GC/CM Services as a Montana-based business for the past 40 years.By putting the needs of our project owners first;operating with principles of honesty,integrity,commitment to costs, and pride in our work,we have become one of the leading GC/CM Firms in Montana. Over 80%of our work is performed using the negotiated Construction Manager at Risk,Design-Build,and/or General Contractor/Construction Manager delivery methods. Please let us know if you have any questions regarding the following information.We encourage you to contact any of our references and look forward to meeting with you to discuss this upcoming project further. Steve R.Langlas 13= G IN I'R AI CONTR Al TORS WHITEFISH HIGH SCHOOL RENOVATION & ADDITION a Yr` y3.7 PROJECT OVERVIEW • This is a three phase project involving complete renovation of the gymnasium, locker rooms , and building function of learning spaces north of gymnasium and locker rooms (Phase 1), the construction of a two story classroom addition (Phase 2), and the demolition of the two classroom wings and storage unit as well as site work (Phase 3). Substantial completion is scheduled for August of 2013. • [Review logistics and utility plans in trailer] • [Provide a short description of current, potentially hazardous operations, including cranes, excavations, masonry, etc.] • [Introduce the project team members] SITE LOGISTICS • The project is surrounded by East 41h St. to the north, track and field area to the East, baseball/softball fields to the south, and Pine Ave. to the west. • Whitefish work hours: 7 am to 10 pm 7 days per week • Project work hours: lam to 5:30pm, Monday- Friday, unless otherwise approved through onsite management. • Vehicles and Parking: Designated areas only without prior approval -may change as the project progresses. Project Speed Limit is 1 Omph. • Gates and project entrancepoints: Main gate and only access for deliveries is through construction gate off of Pine Ave. at the southwest corner of the school. • Deliveries: To be coordinated with project team. No deliveries prior to Whitefish work hours. • Radio, cell phone, and noise issues: No music radios (without approval by project team), no personal headsets allowed; no noise-generating operations outside of the city work hours. EMPLOYEE RESPONSIBILITIES • This is a Zero Tolerance Project-Safety violations will result in Disciplinary Action. • This project also has an incentive program for demonstrating safe work practices. Quarterly lunches if site goes 3 months without a recordable incident! Whitefish High School Renovation & Addition 12/21/12 m GENERAL CONTRACTORS • Each employee is expected to participate in a daily safety huddle to identify the work activities for the day, the associated hazards of the work and the control measures to be implemented. • Follow the information and directions generated in Job Hazard Analyses, Daily Huddles, and other project-specific safety resources. • Be aware of the responsibility to protect yourself, fellow workers, and the general public from hazards. Perform all work in a safe manner. • Be respectful of the school. Profanity and inappropriate language will not be tolerated on this jobsite. • Report all unsafe conditions to a foreman or supervisor immediately. • Attend and participate in company safety training meetings such as toolbox talks as requested. • Participate in incident investigation procedures as requested. • Foreman/Competent person required to fill out sign in sheets for their crew on a daily basis. EMERGENCY PROCEDURES AND INCIDENT REPORTING • Air Horn: 1 blast = medical emergency, 2 blasts = downed power lines or lighting, 3 blasts = building evacuation. No one will be permitted to re-enter the project until the Authority Having Jurisdiction has declared an all clear and it is safe to return to work. • Project Muster Point: Langlas project trailer • Backup location: Employee parking area • Each foreman is responsible to provide a headcount if needed during an emergency. • If a first aid emergency is observed, the observer shall notify a supervisor immediately so that the proper actions may be taken. If the injury is serious, 911 will be contacted to send for emergency services. • First Aid trained employees may respond to the situation voluntarily. Do NOT move the person unless instructed by 911 dispatchers to do so. Instruct someone to greet the emergency personnel at the door/entrance to show them where to go. • Each contractor is responsible for supplying first aid kits for their employee's use. • All incidents, including slight injuries or near misses, must be reported to your Supervisor immediately. Each contractor is responsible for completing an incident report and submitting to Langlas within 24 hours of the incident. • A post-incident drug and alcohol test is required when you receive outside treatment for an injury (e.g. doctor, clinic, ER). Workers are not allowed back onto the site without proof of the drug and alcohol test. PERSONAL PROTECTIVE EQUIPMENT (PPE) • All tradesmen, vendors, delivery personnel and other visitors to the project shall wear hard hats that meet ANSI Z 89.1-1986, 100% of the time while on the construction site. o Wear hard hats properly (e.g. lining installed, brim forward, etc.) Whitefish High School Renovation&Addition 12/21/12 m GENERAL CONTRACTORS • All tradesmen shall wear ANSI approved safety glasses 100% of the time when performing any overhead work or operation that can cause flying debris, dust, or spark. o No exceptions, no excuses o Take proper care of safety eyewear (e.g. prevent scratching and replace as needed, use anti-fog products when applicable, etc.) • Face protection to be used in combination with safety glasses when: o Welding, burning, or cutting with torches. o Using abrasive wheels, portable grinders o Drilling, cutting, or chipping at or above shoulder level o Working with any materials subject to scaling, flaking, or chipping o Using powder actuated fastening above shoulder level o Using masonry saw • All personnel on the construction site shall wear hard-soled work boots. No one is permitted to wear sneakers, tennis shoes, or athletic shoes of any type, sandals, high heels, or open toed shoes on the construction site. • Reflective vests or equivalent will be worn by all employees exposed to equipment or vehicle traffic during the excavation and site work phases of the project. • Long pants and a shirt (4" sleeves minimum) must be worn. No tank tops, holey shirts, mid drift shirts, shorts, or articles of clothing with profanities or sexual overtones are allowed. If someone is wearing clothing that Langlas & Associates finds inappropriate, they will be asked to remove/cover the article. If they cannot or refuse to, they will be removed from the site. • Hearing protection will be required in accordance with OSHA standards. • If respirators are required, employees must receive training, be medically approved, and fit tested before you will be able to use a respirator. • Each Subcontractor is responsible for supplying their own employees with required Personal Protective Equipment. HOUSEKEEPING, WASTE DISPOSAL, AND DUST CONTROL • Daily and continual clean-up is required in all work areas! Each individual is responsible for keeping the site neat and clean. Each employee is responsible for placing their personal trash in the gondolas and dumpster provided. • Wet cutting methods are to be utilized for all concrete cutting. Dust control measures (engineering or other controls) are to be implemented for all other silica and dust- generating operations. No gas-powered equipment is allowed inside the building. HAZARD COMMUNICATION • MSDS sheets must be provided for all materials prior to their use. All MSDS's (Langlas &subcontractor) will be available in the Langlas trailer during normal working hours. • Langlas Field Management must be notified when hazardous materials will be used and what methods will be put in force to protect the employees, other contractors, and the general public. Whitefish High School Renovation & Addition 12/21/12 m GRFFRAI, CONTRACTORS • Maintain the appropriate labels on chemical containers. TRAFFIC CONTROL • Subcontractors are responsible for providing a certified flagger and corresponding traffic control when needed. When performing any work near a street or alley, workers must wear correct reflective vests, use a Stop and Slow paddle, and be competent in the task. EQUIPMENT AND MACHINERY • Only those employees trained in the proper use of machinery and equipment are allowed to operate. • Equipment and trucks must have functioning back-up alarms. • Riding on equipment is only permitted in passenger seats (e.g. no riding in truck beds, buckets, etc.). • Seatbelts must be worn at all times when operating mobile equipment. • Persons operating forklifts must have proof of successful completion of forklift training on his or her person. • Equipment inspection checklists are to be completed daily. EXCAVATION • The Langlas &Associates Utility Locate Policy must be strictly adhered to. Hand- digging or use of a vacuum truck is required with-in 3' of any utility and utility mark. Subcontractors are responsible for calling Montana One Call #811 to obtain dig number and associated utility markings from all entities. • Competent person is to be identified and must complete their required duties. • Trench protection is required when the excavation is greater than 5' or the potential for cave-in exists (protection determined by Competent Person). Proper access is required when depth of excavation is 4' or greater and it must be within 25' of lateral travel. • Each Subcontractor is responsible for barricading and/or covering any excavation at the end-of-shift, as warranted by the size and exposure of said excavation. CRANES • All current inspections, certifications, and lift plans (when applicable) must be supplied to Langlas &Associates prior to lifting anything. • All lift service cranes shall have anti-two block devices installed and functioning properly. All lift service cranes shall have load moment indicators (LMI) functioning at all times during operations. • Pick and carry operations with rubber-tire mobile cranes is not permitted. • One signal person is to be identified by the subcontractor. • Swing radius of crane must be flagged or barricaded to prevent access to swing area. Whitefish High School Renovation &Addition 12/21/12 m GENERAL CONTRACToRS • Each load must be controlled with a tag-line. • The operator shall not swing loads over personnel. RIGGING • All rigging equipment must carry the appropriate tags. o Chains shall have identification statin size, grade, rated capacity, and manufacturer. o Nylon slings shall be marked or coded with the manufacture, rated capacities, and material type. • Check all chokers, slings, and material handling equipment for defects prior to use. Do not use defective equipment- remove it from service immediately and notify your supervisor. • Check all lifting hook attachments to ensure that all hooks are equipped with safety latches. ELECTRICITY AND TOOLS • Extension cords and power tool cords must be checked before each use. Any cord that has damaged insulation or a missing ground pin must be taken out of service immediately. • GFCI's must be used whenever any tool is plugged into electric components (e.g. outlets, generators). GFCI's are required for all temporary and permanent power. Outlets must have cover plates on. • Temporary outlet stands must be firmly constructed and secured to their location. • All splices and temp lighting must be at least 8' above the floor Temp lighting must be maintained (cages must be kept closed; bulbs should be replaced as soon as necessary). • Only those employees trained in the proper use of tools are allowed to do so. • Tools must be inspected for defects prior to use: Do not use defective tools. Remove the defective tool from the job and return the tool to your supervisor for repair (when applicable). Any had tools with damaged handles (e.g. cracks, mushrooms) must not be used. • Make sure all guards on power tools are in place and functioning properly. All grinders and circular saws must have a proper guard in place. • Employees using Powder-Actuated Tools must carry current training certification cards and provide copies of said cards to the Safety Representative prior to their start of work. Shot Cartridges must be removed from unused tools. Unused cartridges may not be discarded on the floor. HOT WORK [Hot work: i.e. welding, burning, cutting, and any other spark or heat producing work.] • Hot Work Permits are required daily when performing any hot work. Obtain permits from Langlas Field Management. Permits are only valid for one shift. Whitefish High School Renovation &Addition 12/21/12 m GLNI"RAL CONTRACTORS • The area should be cleared of flammables and combustibles before the work. • A fire Watch is required during the Hot Work and for one hour after completion of the work. The Fire Watch is to have no other duties during that time period. • Fire extinguisher required for Hot Work must be provided by the contractor doing the work. • Do not move extinguishers! If a fire extinguisher is used it must be replaced immediately. FLAMMABLE LIQUIDS • All containers must be FM approved or UL listed. Only 25 gallons of flammable or combustible liquid can be stored in a room (unless inside an approved storage cabinet). Post an extinguisher within 25 - 50 feet of the liquids. • Observe and adhere to all "no open flame" & "no smoking signs". COMPRESSED GAS • The movement, storage, and use of cylinders shall be done in accordance with OSHA standards. • Compressed gas cylinders shall be secured in an upright position at all times. When transporting, moving, or storing cylinders, they must have valve caps in place and tightly secured. Do not lift cylinders by the cap. • If cylinders are in a cart and are not being used for more than 24 hours they must be separated and put into storage. • Oxygen cylinders in storage shall be separated from fuel gasses by 20 feet or by a 5 foot high half hour rated wall. They shall be stored in a well-ventilated area outside of enclosed structures. • No smoking within 20 feet of compressed gas cylinders or Hot Work operations. CONCRETE HAZARDS • Re-bar that creates an impalement or projection hazard must be protected. • Conduit that poses an impalement, projection, and/or significant trip hazard must be protected accordingly. • Silica - employees engaged in operations that can generate airborne Silica dust must utilize a combination of engineering, administrative, and PPE controls to adequately protect the employees and others affected by the operations. • Concrete burns - employees working in and around concrete must use the appropriate equipment and methods to avoid concrete burns (rubber boots, gloves, sleeves, etc.). • All concrete wash-out to occur within the designated location only. FALL PROTECTION AND PREVENTION • All employees exposed to fall hazards greater that 6' above a lower level (except those on scaffolding = 10') shall be protected by means of fall prevention or fall protection Whitefish High School Renovation &Addition 12/21/12 m GEN[-,RAI. CONTRACTORS devices. Where fall hazards cannot be eliminated, 100% continuous fall protection for fall hazards greater than six foot (6') (10' on scaffolding) shall be implemented on this Project. • Controlled Access Zones and Safety Monitoring Systems shall not be permitted as the sole means of worker protection. • Inspect your fall protection equipment for wear before each use. Damaged equipment must be removed immediately. Any equipment that is subject to the forces of a fall must be removed from service. • All structure openings (e.g. manholes, catch basins must be protected with covers or guardrails. Covers must be strong enough to support twice the intended Ioads, secured to prevent displacement, and marked "HOLE". LADDERS, SCAFFOLDS, &AERIAL LIFTS • Langlas does not permit the use of metal ladders on its projects. Ladders must be construction grade. • Use ladders correctly (i.e. according to manufacturer's specifications). [Step ladders fully opened and locked. Extension ladders T above landing and secured.] Do not straddle or stand on top two levels of a step ladder. Remember: Three points of contact • Job-made ladders will be built and used according to the applicable OSHA standards. • Damaged ladders must be removed from the jobsite. • A competent person must be on site during scaffold erection, use, inspection, and dismantling. Anyone who erects, moves, or dismantles scaffold must be trained. Competent person must inspect scaffold prior to use daily. • Each scaffold will have a weather resistant tag attached to or hung at all access points to indicate whether the scaffold is safe for use. • Scaffolds that are 10 feet tall or more require fall protection. Proper access and full deck is required on all scaffolds. • Wheels must be locked on rolling scaffolds, including Baker scaffolds, when occupied. Do not pull yourself around. • Each subcontractor using aerial lifts is responsible for the following: o Adequate training for employees operating lifts, o Floor loading plan, o Ensure proper use of lifts (closing chains/gates, no standing on rails, etc.), o Utilization of fall protection in lifts (when applicable) , and o Daily inspection of equipment ERGONOMICS AND SAFE WORK PRACTICES • Address ergonomic risk areas during planning (e.g. Daily Huddles), including workstation setup, housekeeping, body position, lifting/carrying techniques, excessive vibration, etc. Whitefish High School Renovation &Addition 12/21/12 m GLNLRAL CUNTR ACTUR� • Utilize proper lifting techniques at all times. Get help or mechanical assistance as needed. • Utilize proper tools & PPE, adequate lighting, waist-high cutting tables if needed, etc. SMOKING • Smoking is not permitted on site. VIOLATIONS This is a Zero Tolerance Project-Safety violations will result in Disciplinary Action. The following violations will be grounds for immediate discipline and/or discharge of personnel. • Gross negligence of safety and health rules/regulations, repeated violations, insubordination, or the refusal to follow safety and health rules/regulations. • Fighting (physical contact), horseplay, or sleeping on the job. • Theft. • Drugs or alcohol (possession and/or under the influence). • Willful destruction of property. • Possession of weapons, firearms, or explosive devices. • Giving any inappropriate unwanted verbal or physical advances to the public or co- workers, or any violation of Langlas' sexual harassment policy. DISCIPLINARY ACTIONS 1st Warning This orientation is considered the employees first warning. 2nd Warning This is your first written offense, which may result in your removal from the project, suspension, or termination. Based on the severity of the stated action,the employee can be suspended/terminated on the first written offense. 3rd Warning This shall serve as notice that as a result of your repeated refusal to follow Langlas' Company Policy with respect to safety and/or work rules,you are hereby removed from the project, suspended, or terminated. Each Subcontractor is solely responsible for monitoring and planning the work of its employees, subcontractors, agents,vendors, and suppliers to ensure compliance. This document is only a guideline and therefore not all inclusive. Any specific additions or changes related to the Subcontractor's work are the sole responsibility of the Subcontractor. Whitefish High School Renovation&Addition 12/21/12 m G1..NE R AI- CON I AC To it OLIVE & WALLACE -- BOZEMAN, MT PROJECT OVERVIEW • This is a fast tracked renovation and addition to an existing building located at 212 South Wallace Avenue. Project includes new infrastructure to the building, multiple structural reinforcements, a completely new facade, and the potential for interior build-outs at a later date. • [Review logistics and utility plans in trailer] • [Provide a short description of current,potentially hazardous operations, including cranes, excavations, masonry, etc,] • [Introduce the project team members] SITE LOGISTICS • The project is surrounded by the existing Empire Materials warehouse to the north, library parking and access to the east, existing building to be demolished to the south, and Wallace St. to the West. • Project work hours: lam to 5:00pm, Monday— Friday, unless otherwise approved through onsite management. • Vehicles and Parking: On-site parking is available and located at the far south end of the project site. Parking in the adjacent library parking lot is absolutely prohibited for any duration. • Gates and project entrance points: Main gate and only access for deliveries is within Jersey barriers on Glenwood St. Current entrances to the site/building include one off of Glenwood Avenue and one from the alley connecting West Deloney Ave. and the SE corner of the building. • Deliveries: Must be coordinated with project team. Subcontractors and responsible for their own deliveries unless otherwise arranged with the project superintendent. Langlas has a forklift on site which may be used if scheduled ahead of time, but the subcontractor should have their own operator on site. • Radio, cell phone, and noise issues: No music radios (without approval by project team), no personal headsets allowed; no noise-generating operations outside of the city work hours. Olive & Wallace—Bozeman, MT 1/8/14 m t;rNfRA1 CONIRAcroas EMPLOYEE RESPONSIBILITIES • This is a Zero Tolerance Project-Safety violations will result in Disciplinary Action. • This project also has an incentive program for demonstrating safe work practices. Quarterly lunch if site goes 3 months without a recordable incident! • Each employee is expected to participate in a daily safety huddle to identify the work activities for the day, the associated hazards of the work, and the control measures to be implemented. • Follow the information and directions generated in Job Hazard Analyses, pre- construction meetings, Daily Huddles, and other project-specific safety resources. • Be aware of the responsibility to protect yourself, fellow workers, and the general public from hazards. Perform all work in a safe manner. • Be respectful of our client and their business neighbors adjacent to the jobsite. Profanity and inappropriate language is not condoned by Langlas &Associates and not appropriate on this this jobsite. • Report all unsafe conditions to a foreman or supervisor immediately. • Attend and participate in jobsite safety training meetings such as toolbox talks and foreman's meetings as requested. • Participate in incident investigation procedures as requested. • Foreman/Competent person required to fill out daily reports for their crew on a daily basis. EMERGENCY PROCEDURES AND INCIDENT REPORTING • Air Horn: 1 blast = medical emergency, 2 blasts = downed power lines or lighting, 3 blasts = building evacuation. No one will be permitted to re-enter the project until the Authority Having Jurisdiction has declared an all clear and it is safe to return to work. • Project Muster Point: Langlas material staging yard and south end of the jobsite. • Each foreman is responsible to provide a headcount if needed during an emergency. • If a first aid emergency is observed,the observer shall notify a supervisor immediately so that the proper actions may be taken. If the injury is serious, 911 will be contacted to send for emergency services. • First Aid trained employees may respond to the situation voluntarily. Do NOT move the person unless instructed by 911 dispatchers to do so. Instruct someone to greet the emergency personnel at the door/entrance to show them where to go. • Each contractor is responsible for supplying first aid kits for their employee's use. • All incidents, including slight injuries or near misses, must be reported to your Supervisor immediately. Each subcontractor is responsible for completing an incident report and submitting to Langlas within 24 hours of the incident. • A post-incident drug and alcohol test may be required when you receive outside treatment for an injury (e.g. doctor, clinic, ER). Workers could be prohibited from returning to the jobsite without proof of completion. Olive& Wallace—Bozeman, MT 1/8/14 E3= CENFRAL CONTRACTORS PERSONAL PROTECTIVE EQUIPMENT (PPE) • All tradesmen, vendors, delivery personnel and other visitors to the project shall wear hard hats that meet ANSI Z 89.1-1986, 100% of the time while on the construction site. o Wear hard hats properly (e.g. lining installed, brim forward, etc.) • All tradesmen shall wear ANSI approved safety glasses 100% of the time while using pneumatic or power actuated tools and while performing any overhead work or operation that can cause flying debris, dust, or spark. o No exceptions, no excuses o Take proper care of safety eyewear (e.g. prevent scratching and replace as needed, use anti-fog products when applicable, etc.) • Face protection to be used in combination with safety glasses when: o Welding, burning, or cutting with torches. o Using abrasive wheels, portable grinders o Drilling, cutting, or chipping at or above shoulder level o Working with any materials subject to scaling, flaking, or chipping o Using powder actuated fastening above shoulder level o Using masonry saw • All personnel on the construction site shall wear hard-soled work boots. No one is permitted to wear sneakers, tennis shoes, or athletic shoes of any type, sandals, high heels, or open toed shoes on the construction site. • Reflective vests or equivalent will be worn by all employees exposed to equipment or vehicle traffic during the excavation and site work phases of the project. • Long pants and a shirt (4" sleeves minimum) must be worn. No tank tops, holey shirts, mid drift shirts, shorts, or articles of clothing with profanities or sexual overtones are allowed. If someone is wearing clothing that Langlas & Associates finds inappropriate, they will be asked to remove/cover the article. If they cannot or refuse to, they will be removed from the site. • Hearing protection will be required in accordance with OSHA standards. • If respirators are required, employees must receive training, be medically approved, and fit tested before you will be able to use a respirator. • Each Subcontractor is responsible for supplying their own employees with required Personal Protective Equipment. HOUSEKEEPING, WASTE DISPOSAL, AND DUST CONTROL • Daily and continual clean-up is required in all work areas! Each individual is responsible for keeping the site neat and clean. Each employee is responsible for placing their personal trash in the trash cans/gondolas and dumpster provided. • Wet cutting methods are to be utilized for all concrete cutting. Dust control measures (engineering or other controls) are to be implemented for all other silica and dust- generating operations. No gas-powered equipment is allowed inside the building. Olive& Wallace—Bozeman, MT 1/8/14 m GP.Nf RAL CON TR ACTORI HAZARD COMMUNICATION • MSDS sheets must be provided for all materials prior to their use. All MSDS's (Langlas & subcontractor) will be available in the Langlas trailer during normal working hours. • Langlas Field Management must be notified when hazardous materials will be used and what methods will be put in force to protect the employees, other contractors, and the general public. • Maintain the appropriate labels on chemical containers. TRAFFIC CONTROL • Subcontractors are responsible for providing a certified flagger and corresponding traffic control when needed. When performing any work near a street or alley, workers must wear correct reflective vests, use a Stop and Slow paddle, and be competent in the task. EQUIPMENT AND MACHINERY • Only those employees trained in the proper use of machinery and equipment are allowed to operate. • Equipment and trucks must have functioning back-up alarms. • Riding on equipment is only permitted in passenger seats (e.g. no riding in truck beds, buckets, etc.). • Seatbelts must be worn at all times when operating mobile equipment. • Persons operating forklifts must have proof of successful completion of forklift training on his or her person. • Equipment inspection checklists are to be completed daily. EXCAVATION • The Langlas &Associates Utility Locate Policy must be strictly adhered to. Hand- digging or use of a vacuum truck is required with-in 3' of any utility and utility mark. Subcontractors are responsible for calling Wyoming's One Call #811 to obtain dig number and associated utility markings from all entities. • Competent person is to be identified and must complete their required duties. • Trench protection is required when the excavation is greater than 4' or the potential for cave-in exists (protection determined by Competent Person). Proper access is required when depth of excavation is 4' or greater and it must be within 25' of lateral travel. • Each Subcontractor is responsible for barricading and/or covering any excavation at the end-of-shift, as warranted by the size and exposure of said excavation. Olive & Wallace —Bozeman, MT 1/8/14 E3= G I-N I:R AI CONTRACTORS CRANES • All current inspections, certifications, and lift plans (when applicable) must be supplied to Langlas &Associates prior to lifting anything. • All lift service cranes shall have anti-two block devices installed and functioning properly. All lift service cranes shall have load moment indicators (LMI) functioning at all times during operations. • Pick and carry operations with rubber-tire mobile cranes is not permitted. This may be permitted with the forklift on site, but the load must be securely attached to the forks. • One signal person is to be identified by the subcontractor. • Swing radius of crane must be flagged or barricaded to prevent access to swing area. • Each crane load must be controlled with a tag-line. • The operator shall not swing loads over personnel. RIGGING • All rigging equipment must carry the appropriate tags. o Chains shall have identification statin size, grade, rated capacity, and manufacturer. o Nylon slings shall be marked or coded with the manufacture, rated capacities, and material type. • Check all chokers, slings, and material handling equipment for defects prior to use. Do not use defective equipment - remove it from service immediately and notify your supervisor. • Check all lifting hook attachments to ensure that all hooks are equipped with safety latches. ELECTRICITY AND TOOLS • Extension cords and power tool cords must be checked before each use. Any cord that has damaged insulation or a missing ground pin must be taken out of service immediately. • GFCI's must be used whenever any tool is plugged into electric components (e.g. outlets, generators). GFCI's are required for all temporary and permanent power. Outlets must have cover plates on. • Temporary outlet stands must be firmly constructed and secured to their location. • All splices and temp lighting must be at least 8' above the floor. Temp lighting must be maintained (cages must be kept closed; bulbs should be replaced as soon as necessary). • Only those employees trained in the proper use of tools are allowed to use them. • Tools must be inspected for defects prior to use: Do not use defective tools. Remove the defective tool from the job and return the tool to your supervisor for repair (when applicable). Any had tools with damaged handles (e.g. cracks, mushrooms) must not be used. Olive& Wallace—Bozeman, MT 1/8/14 m GENERAI. CONTRACTORS • Make sure all guards on power tools are in place and functioning properly. All grinders, table saws, circular saws, etc. must have a proper guard in place. • Employees using Powder-Actuated Tools must carry current training certification cards and provide copies of said cards to the Safety Representative prior to their start of work. Shot Cartridges must be removed from unused tools. Unused cartridges may not be discarded on the floor. HOT WORK [Hot work: i.e. welding, burning, cutting, and any other spark or heat producing work.] • Hot Work Permits are required daily when performing any hot work. Obtain permits from Langlas Field Management. Permits are only valid for one shift. • The area should be cleared of flammables and combustibles before the work. • A fire Watch is required during the Hot Work and for one hour after completion of the work. The Fire Watch is to have no other duties during that time period. • Fire extinguisher required for Hot Work must be provided by the contractor doing the work. • Do not move extinguishers! If a fire extinguisher is used it must be replaced immediately. FLAMMABLE LIQUIDS • All containers must be FM approved or UL listed. Only 25 gallons of flammable or combustible liquid can be stored in a room (unless inside an approved storage cabinet). Post an extinguisher within 25 - 50 feet of the liquids. • Observe and adhere to all "no open flame" & "no smoking signs". COMPRESSED GAS • The movement, storage, and use of cylinders shall be done in accordance with OSHA standards. • Compressed gas cylinders shall be secured in an upright position at all times. When transporting, moving, or storing cylinders, they must have valve caps in place and tightly secured. Do not lift cylinders by the cap. • If cylinders are in a cart and are not being used for more than 24 hours they must be separated and put into storage. • Oxygen cylinders in storage shall be separated from fuel gasses by 20 feet or by a 5 foot high half hour rated wall. They shall be stored in a well-ventilated area outside of enclosed structures. • No smoking within 20 feet of compressed gas cylinders or Hot Work operations. Olive & Wallace—Bozeman, MT 1/8/14 m G1 NERAI. CONTRACTORS CONCRETE HAZARDS • Re-bar that creates an impalement or projection hazard must be protected. • Conduit that poses an impalement, projection, and/or significant trip hazard must be protected accordingly. • Silica- employees engaged in operations that can generate airborne Silica dust must utilize a combination of engineering, administrative, and PPE controls to adequately protect the employees and others affected by the operations. • Concrete burns - employees working in and around concrete must use the appropriate equipment and methods to avoid concrete burns (rubber boots, gloves, sleeves, etc.). • All concrete wash-out to occur within the designated location only. FALL PROTECTION AND PREVENTION • All employees exposed to fall hazards greater that 6' above a lower level (except those on scaffolding = 10') shall be protected by means of fall prevention or fall protection devices. Where fall hazards cannot be eliminated, 100% continuous fall protection for fall hazards greater than six foot (6) (10' on scaffolding) shall be implemented on this Project. • Controlled Access Zones and Safety Monitoring Systems shall not be permitted as the sole means of worker protection. • Inspect your fall protection equipment for wear before each use. Damaged equipment must be removed immediately. Any equipment that is subject to the forces of a fall must be removed from service. • All structure openings (e.g. manholes, catch basins must be protected with covers or guardrails. Covers must be strong enough to support twice the intended loads, secured to prevent displacement, and marked "HOLE". LADDERS, SCAFFOLDS, &AERIAL LIFTS • Langlas does not permit the use of metal ladders on its projects. Ladders must be construction grade. • Use ladders correctly (i.e. according to manufacturer's specifications). [Step ladders fully opened and locked. Extension ladders 3' above landing and secured.] Do not straddle or stand on top two levels of a step ladder. Remember: Three points of contact • Job-made ladders will be built and used according to the applicable OSHA standards. • Damaged ladders must be removed from the jobsite. • A competent person must be on site during scaffold erection, use, inspection, and dismantling. Anyone who erects, moves, or dismantles scaffold must be trained. Competent person must inspect scaffold prior to use daily. • Each scaffold will have a weather resistant tag attached to or hung at all access points to indicate whether the scaffold is safe for use. Olive & Wallace—Bozeman, MT 1/8/14 m GENERAL CON7"RACTORS • Scaffolds that are 10 feet tall or more require fall protection. Proper access and full deck is required on all scaffolds. • Wheels must be locked on rolling scaffolds, including Baker scaffolds, when occupied. Do not pull yourself around. • Each subcontractor using aerial lifts is responsible for the following: o Adequate training for employees operating lifts, o Floor loading plan, o Ensure proper use of lifts (closing chains/gates, no standing on rails, etc.), o Utilization of fall protection in lifts (when applicable) , and o Daily inspection of equipment ERGONOMICS AND SAFE WORK PRACTICES • Address ergonomic risk areas during planning (e.g. Daily Huddles), including workstation setup, housekeeping, body position, lifting/carrying techniques, excessive vibration, etc. • Utilize proper lifting techniques at all times. Get help or mechanical assistance as needed. • Utilize proper tools & PPE, adequate lighting, waist-high cutting tables if needed, etc. SMOKING • Smoking is not permitted on site. VIOLATIONS This is a Zero Tolerance Project-Safety violations will result in Disciplinary Action. The following violations will be grounds for immediate discipline and/or discharge of personnel: • Gross negligence of safety and health rules/regulations, repeated violations, insubordination, or the refusal to follow safety and health rules/regulations. • Fighting (physical contact), horseplay, or sleeping on the job. • Theft. • Drugs or alcohol (possession and/or under the influence). • Willful destruction of property. • Possession of weapons, firearms, or explosive devices. • Giving any inappropriate unwanted verbal or physical advances to the public or co- workers, or any violation of Langlas' sexual harassment policy. DISCIPLINARY ACTIONS 1st Warning This orientation is considered the employees first warning. 2nd Warning This is your first written offense, which may result in your removal from the pro'ect, suspension, or termination. Based on the severity of the Olive & Wallace— Bozeman, MT 1/8/14 13M GENERAL CONTRACTORS stated action, the employee can be suspended/terminated on the first written offense. 3rd Warning This shall serve as notice that as a result of your repeated refusal to follow Langlas' Company Policy with respect to safety and/or work rules,you are hereby removed from the project, suspended, or terminated. Each Subcontractor is solely responsible for monitoring and planning the work of its employees, subcontractors, agents, vendors, and suppliers to ensure compliance. This document is only a guideline and therefore not all inclusive. Any specific additions or changes related to the Subcontractor's work are the sole responsibility of the Subcontractor. Olive & Wallace—Bozeman, MT 1/8/14 1.AN(;I AS & Al"sO CIAVIl S TABLE OF CONTENTS 1 General Contractor/Construction Manager Firm Information 5 Bonding Capacity 6 Safety 7 U.S. Green Building Council LEED Certification 8 Specific Project Requirements 14 Appendix A-Site Specific Safety 23 Appendix B-SWPPP Information I AN (; I A- , . ('() \I 1. GC/CM FIRM INFORMATION a.Submitter must demonstrate successful experience and capacity to act as a general contractor on projects of similar size,type and complexity. Submitter must include evidence of current Montana construction contractor registration in the RFQresponse. WITH A 40 YEAR HISTORY OF We have provided a list of relevant projects of SUCCESSFUL PAST PROJECTS similar size and contract type for your review and over 100 employees,Langlas&Associates, under Section S of this response. Inc.has the necessary experience and capacity As requested, our contractor registration number to act as the General Contractor/Construction is 8097. A copy of this certificate is shown below. Manager for City of Bozeman Police and Courts Facility. row-K.M.3-M 1 STATE OF MONTANA DEPARTMENT OF LA6oR &INDUSTRY CONSTRUCTION CONTRACTOR REGISTRATION UNIT CERTIFICATE OF CONTRACTOR REGISTRATION REOIETRAToom No. BO97 LANGLAS&ASSOCIATES INC 2270 GRANT RD BILLINGS,MT 59102 Effective Date:Oct 01,2013 Expiration Date:Sep 30.2015 Employer Add;timrnl 4,f rnratiosr on back Pfwse notify this agency of any cbaages within to days. \l j I \ \� I \-, .. \ ,,: ), 11 I , 1. GC/CM FIRM INFORMATION b.Firm Background:Describe you firm's Our diverse portfolio of work also contributes to history. Include information ident6ring the firm's our growth.We build projects for the federal annual volume of business,financial/bonding tale school districts Montana capacity,and speak to the firm's stability in the State Uaiversity and all types ofprivate developers. marketplace. Information identifying the firm's strengths and weaknesses along with special Our stability and growth can be attributed not capabilities that may be appropriate to this project only to project performance,but also our ability will assist in the evaluation. to cultivate and maintain positive working relationships with Owners,Design Professionals, LA N G LA S 6 ASSOCIATES IS A and Subcontractors. The importance of relationships has been a key ingredient throughout SECOND GENERATION FAMILY— our 40 years of success. OWNED COMPANY ESTABLISHED IN 1973. WE HAVE TWO FULLY 2013 VOLUME STAFFED OFFICES IN BILLINGS $96,000,000 AND BOZEMAN, AND HAVE PERFORMED A VARIETY OF WORK THROUGHOUT MONTANA, WYOMING, IDAHO, $20,160,000 Lump Sum NORTH DAKOTA, IOWA, AND Competitive Bid CALIFORNIA. Honesty,integrity, pride in our work,and putting the needs of our project owners first are the core $75,840,000 values on which we have built our business.As a Negotiated Contracts,GC/CM result of these principles and our reputation of with Pre-Construction Elements putting them into action, approximately 80% of our work is secured on a negotiated basis for repeat customers and referrals.In the last 5 years, our firm has now grown to an average annual volume of $85,000,000. Our bonding capacity also speaks to our reputation of successful projects with a single project limit of$60,000,000 and an aggregate of$100,000,000. Lmglw has done more than stay stable over the last 5 years.Our average annual volume has hxzw sed by$30,000,000 annually, Our professional staff has increased also, adding 8 employees in the superintendent and project manager positions- 2 1. GC/CM FIRM INFORMATION El FIRKS STRENGTHS SPECIAL CAPABILITIES 40 year history as a leading GC/CM firm with 0 In-house AutoCAD,Sketch-up,and Revit a local office in Bozeman. capabilities for use in Building Information • 80% of our work performed using similar Modeling(BIM)assistance with DesignTeam. GC/CM methods of pre-construction and Generation of detailed Critical Path Method construction phase services. (CPM)schedules using Microsoft Project • Over 100 employees providing the scheduling software. industry's best in project management, site In-house field engineering staff and the latest superintendents,and quality craftsmen. en g g computerized survey equipment for accurate • Proven value engineering success on many survey/layout/building controls. past projects with documented saving results ranging from 10%-20%. In-house database of over 4,000 pre-qualified subcontractors and suppliers from which to • Proven track record for successfully completing solicit competitive bids. large, quality built projects with aggressive schedule demands. Proven,detailed bid packages and bid package methodology that cas consistently Completion of past sustainable and LEED helped both public and private entities projects,including LEED Silver project equal achieve budget and participation goals on in size,complexity and contract amount to the past projects. City Police and Courts Facility. • Our ability to minimize scope gaps/overlaps • Long-standing,positive relationship with local and additional expense through detailed and regional subcontractors. document reviews with Owner and Design • Successful, current working relationship with Team during the pre-construction phase of the project. Think One Architects. l A N G I A � . C Om 3 1. GC/CM FIRM INFORMATION c. Who is the preferred bonding company? i.Provide their name,phone,and email contact information. Bonding Company: Travelers Casualty & Surety Company ofAmerica Agent:Propel Insurance Propel Insurance Jim Binder 206.676.4202 bmc@propelinsurance.com ii.Are they your exclusive source for bonds?Yes iii.How long have you used them?20 years ir.If less than 5 years,or not your exclusive source,name all the others used in the last 5 years.N/A V.Provide name,phone,and email contract information for each.N/A vi.Will you use them for this project?Yes d.In the last then years have you(if answer),es", provide full explanation): i.had legitimate claim against your payment or performance bond?No ii.been terminated on a project?No iii.been declared in default on a project?No iv.been assessed liquidated damages?No v.taken legal action or dispute resolution proceedings of any kind against an Owner? Yes. In 2012,we participated in mediation with a private developer for non-payment issues and the issue was resolved. �� �� 4 2 . BONDING CAPACITY Provide proof of bonding capacity. proper March 13,2014 City of Bozeman Attn:Chuck Winn,Assistant City Manager PO Box 1230 Bozeman,MT 59771 Contractor: Langlas&Associates,Inc. Subject: City of Bozeman Police and Courts Facility I Approximate Contract Value:$22 Million Dear Mr.Winn, Langlas&Associates,Inc.has been a surety client of ours for over 20+years. During this time,they have earned a great reputation in their marketing area. Langlas&Associates,Inc.is currently bonded with Travelers Casualty and Surety Company of America. They currently qualify for a single project in excess of$60 million and an aggregate in excess of$100 million. We have reviewed the RFQ and evaluated the respondent's backlog and work-in-progress in determining their bonding capacity. In the event that Performance and Payment bonds are required,we will favorably entertain that request, subject upon review and approval of normal industry underwriting criteria. We highly recommend Langlas&Associates,Inc.without reservation.If additional information or comments are required,please do not hesitate to contact me at 206 676-4204. Sincerely, Propel Insurance A04q��� (.es B.Binder I A (JI A , UONI 5 I ANGI AS & A.S (OC'IAT[ S 3 . SAFETY Each submitter shall provide at least two examples of a written project site safety plan jor previously completed projects. Each submitter shall provide at least two examples of a written project site plan addressing storm water pollution prevention. Each submitter must also provide pertinent information regarding its safety record. Appendix A contains examples of our written site safety plans from two previously completed projects. Appendix B includes examples of our written SWPPP plans for two projects within the City of Bozeman. One using the City's format for projects less than one acre,and the other using the State DEQ forms for a project greater than one acre. The differing formats are provided to show our familiarity with either authority. Langlas received t-%vo OSHA violations in 2009 and three in 2011. In an effort to improve safety performance,we hired a second safety manager,Bud Daigle,to better serve the company's needs across the five state area in which we work. Some of the items Bud has championed include: revamping our complete safety policy, implementing documented weekly safety inspections by all superintendents, purchasing thousands of dollars worth of new personal protective equipment and maintaining an accessible inventory, and performing regular safety inspections of our project sites. We have seen a noticeable improvement in our safety culture since,and expect more positive results in the future. Date of Fine Inspection Project Infraction Cited Incurred Action Taken 11/14/11 Park High School Elect. Equip. Hazard $1,200 Replaced Equip. 09/20/11 Hardin High School Rebar Caps $4,200 Installed Caps Fall Protection $5,800 Put on Fall Protection 03/08/11 Alpine Orthopedics Fall Protection $9,800 Put on Fall Protection 12/04/09 Homestead 6-plex Fall Protection $1,100 Put on Fall Protection 01/20/09 JWest Park Plaza I Fall Protection $2,400 Put on Fall Protection Our Worker's Compensation Modification factor for the last three years is as follows: • 2011- .73 2012- .93 2013- .73 ANGI A1,. C () \I 6 4. U . S . GREEN BUILDING COUNCIL LEED CERTIFICATION Have successfully completed a minimum Silver cert!fled new building through USGBC Langlas&Associates currently has four LEED accredited professionals on staff to assist the City of Bozeman with its sustainability goals for the new Police and Courts Facility. In March 2013,Langlas completed the new 125,000 square foot Department of Interior(DOI)Building located in Billings,receiving LEED Silver certification. LEED strategies pursued by the Langlas Team for this project,in addition to specifications already in place by the Design Team included: • Early involvement and communication in the pre-construction phase of the project. • Pursuing an additional LEED credit by increasing the minimum recycled content from 50%to 75%. • Offered Value Engineering options that will meet LEED standards yet decrease overall project costs for a savings of approximately$500,000. • Cost/Benefit analysis for additional LEED credits that ensured Silver Certification was achieved. �..0 we R ®' 10 ��■ 00 so OWN 'own 14111 col ��■ 0�i 11� a Department of Interior Building(Billings,M7)-LEED Silver In 2009,Langlas&Associates also completed the 52,000 SF, $10,100,000 GE Corporate Financial Center in Billings,MT receiving LEED Certification on a project that was constructed using Design/Build fast-track construction in under 10 months. 1 .ANG' I AS . C'O19 7 I \N(;I ,,," '� .�Sti()CI -11L� 5. SPECIFIC PROJECT REQUIREMENTS a.Submitter should provide evidence of successful experience and capacity to act as GC/CM on similar projects greater than the$20 million construction value. Include contact information for the owners and designers familiar with your work on each project.Also include photographs of the projects reference,if possible. MSU RESIDENCE HALL-Bozeman,,MT ' � S ContractAmount: $30,000,000 Contract Type: G C/C M Owner:AndreNv Allen,Project Manager 406.994.5970 r Architect: Schlenker£e Nlcf(ittrick Architects 406.442.4933 DEPARTMENT OF THE INTERIOR Billings,MT goo 00000 ao ContrtAmount: $20,000,000 Contractlype:GC/CM 00 0 Owner: Boyer Group,Jake Boyer 801.366.8013 00 61 W Architect: GSBS Architects Jeff Neoyman 1-."i 1� S01.521.5600 VILLAGE DOWNTOWN LOFTS- Bozeman,MT jib I td_111 11 C�I _., li H irin'. _ - -- __ ContrectAmovnt: $29,000,000 ContractType:GC/CM Owner: !Mike Delanev 406,586.3132 s Arohitect:Thomas Bitnar406.587.1983 lit i LANGI AS & ASSOCIATLS 5 . SPECIFIC PROJECT REQUIREMENTS b.Submitter should provide evidence of successful experience to act as a construction manager and general contractor on state,local government or similar institutional projects. Include contact information for the owners and designers familiar with your work on each project. MEADOWLARK ELEMENTARY SCHOOL _ Bozeman,MT --r Contract Amount:$12,000,000 Contract Type: CMAR Owner: Kevin Barre 406.522.6022 Architect: Prugh&Lennon 406.587.1819 PARK HIGH SCHOOL-Livingston,MT Contract Amount: $12,500,000 Contract Type:G C/CM Owner: Hry an Tate 406.599.9648 d Architect:Je11'Sandholm 406.556.0113 D E H L E R PAR K- Billings,MT Contract Amount: $11,414,000 Contract Type:GC/CM Owner: City of Billings Mike Whitaker 406.657.8210 AreMteot:Mike Radke 406.248.74S5 J WHITEFISH HIGH SCHOOL- Whitefish,MT Contract Amount: S IS,500,000 Contract Type:G C/CM `�- Owner: Dr.Katc Orozco,Superintendent o1' Schools 406.862.8640 Architect:Jackola Architects- Shane Jackola 406.75 3.3208 1 ANGI AS. CONI 9 1,ANG1_A�, & ()CIA LS 5 . SPECIFIC PROJECT REQUIREMENTS El c Submitter should provide evidence of successful experience to act as a construction manager and general contractor on similar projects requiring strategies to successfully complete construction within difficult staging and materials handling environments. Submitter should include a list of potential strategies and/or a sample schedule. NORTHERN HOTEL ' Billings,MT e� Located in the center business district in downtown 1111111 Billings,this project consists of a complete interior and 1 exterior remodel of a 10 story historic hotel. Difficulties: • No employee or sub-contractor parking . No exterior material storage area �I��>> i l ti No vertical constructon transportation P Strategies 0 Buying parking permits off site and bussing* 1 4 i11 employees to jobsite u Y I. rtt'� • Closing parking lane,fencing area,and having one gate where"just-in-time"deliveries are made • Scheduling deliveries during non-peak traffic hours • Utilizing a temporary,exterior man/material hoist for the duration of the project with full-time elevator operator BILLINGS CLINIC SURGERY CENTER- " •' Billings,MT •The Billings Clinic Surgery Center is located within the Billings Clinic hospital complex and bordered by residential housing. The project consisted of a new 60,000 SF surgery center with underground parking. The roof of the parking garage(floor of the surgery suites)is a cast-in-place 14"concrete floor that has no tolerance for movement. Difficulties: • Placement of larfZe concrete quantities for each pour • Limited storage area • Residential Neighborhood on one side,high traffic hospital on the other Strategies • Neighbors consulted and permission granted Fur night work. • Concrete delivery and placement scheduled at night and placed"under lights"to avoid day-time traffic jams.No residential complaints! • Just-in-time material deliveries foi-balance ol'the I AN (; l.AS. ('OM %Mork. 10 I �%GI AS & ASSO CIAI'LS 5 . SPECIFIC PROJECT REQUIREMENTS c Submitter should provide evidence of successful experience to act as a construction manager and general contractor on similar projects requiring strategies to successfully complete construction within difficult staging and materials handling environments. Submitter should include a list of potential strategies and/or a sample schedule. WHITEFISH HIGH SCHOOL m® Whitefish,MT Addition and renovation to existing high school campus with a total building square footage of 123,500. Difficulties: • Project is also located next to existing elementarc school and bordering residential neighborhood. • Traffic floe,bus routing,and student/faculty parking were major concerns for the District during peak pick-up/drop-off times. Strategies • Langlas organized the traffic flow diagram to the left and used it as an informational flyer sent home with students,advertised in the local paper,and posted it at the school to effectively avoid problems surrounding the site. POLICE AND COURTS FACILITY Potential Strategies • Site utilization plan to ensure adequate space requirements for construction and material storage. • Traflic flow diagrams to minimize impact to surrounding neighborhood and streets. • Evaluate timing of deliveries to minimize traffic impact during peak travel times. • Off hour construction improvements within Cite ►' ht of watioay. • C ordinn with City and MDT personnel garding existing buildings to remain and any ongoing business operations concurrent Nvith construction activity. LANG ► AS. ('ciM it 5. SPECIFIC PROJECT REQUIREMENTS d.Submitter should provide evidence of successful experience to act as a construction manager and general contractor on LEED certified building projects and/or projects utilizing sustainable systems/strategies in construction. Submitter should include a list of LEED certified projects. DEPARTMENT OF INTERIOR OFFICE BUILDING - LEED SILVER CERTIFIED cr 66 POINTS - Billings,MT r, lz;C p t k`711 ContractAmount: $20,000,000 s wt g; �a�s 6 Contract Type: GC/CM Square Footage: 174,000 sf Green Components:Water efficient landscaping .cater use reduction,optimized energy performance,green power,regional materials LEED SILVER used,high recvcled content for construction materials,low emitting materials,controllable systems for lighting and thermal comfort GE CORPORATE FINANCIAL CENTER - LEED CERTIFIED 45 POINTS - Billings,Ml- Contract Amount: 510,149,000 Contract Type: Design Build/CMAR Square Footage: 52,000 sl* Green Components: Recycled materials, LEED CERTIFIED I(AVVUC products,(1aylighting strategics,lighting controls,heating controls,and indoor air duality improvements MEADOWLARK ELEMENTARY SCHOOL- HIGH EFFICIENCY BUILDING Bozeman,MT Contract amount: S 16,000,000 1 ContractType: CMAR Square Footage: 78,000 sF Green Components: S °'�) Energy Star rating, HIGH EFFICIENCY critical under-slab insulation,radiant floor heat, ENERGY RATED SYSTEMS interior/exterior i%all connections,mechanical systems,and lighting controls Continued on next page I ANG1.A " . C (01 12 I V*,,(II �C '�� 15"U('f.A l l:� 5. SPECIFIC PROJECT REQUIREMENTS d.Submitter should provide evidence of successful experience to act as a construction manager and general contractor on LEED certified building projects and/or projects utilizing sustainable systems/strategies in construction. Submitter should include a list of LEED certified projects. HYALITE ELEMENTARY SCHOOL — `-r HIGH EFFICIENCY BUILDING 13ozeman, MT Contract amount: $l 2,91 3,000 Contract Type: CMAR Square Footage: 68,000 sf Green Components: ii 3% Energv Star rating, HIGH EFFICIENCY critical under-slab insulation,radiant floor heat, ENERGY RATED SYSTEMS interior/exterior-wall connections,mechanical sastems,and lighting controls TALLMAN MEDICAL CLINIC I3illinus,MT }f Contract amount: S 1,000,000 Contract T)Ipe: G'C Square Footage:40,000 s1' Green Components: Lo-VOC paint,Ener`c Star rated HVAC/mechanical systems,and HIGH EFFICIENCY lightin`controls I ANGI .iti. l't) �1 13 GENERAL CONTRACTORS AGENCYUSE ONLY PERMIT NO.; Date We'd.: Amount Reed,: . Cheek No.: Reed By: Montana Department of h WT X=A •' AU. WATER PROTECTION BUREAU SWPPP Storm Water Pollution Prevention Plan (SWPPP) Form 2 P Storm Water Discharge Associated With Construction Activity MTR100000 READ THIS BEFORE COMPLETING FORM: This SWPPP Form is intended to assist operators in developing a SWPPP which complies with Part 3 of the General Permit. Before completing this form all parties need to read and be familiar with the General Permit,particularly Part 3, as this SWPPP Form is organized based on these Part 3 requirements. In the items to be completed on this form,references to the corresponding relevant"part"of the General Permit are indicated in italicized parenthesis. It is the permittee's responsibility to ensure all required items in the General Permit are adequately addressed, and that the SWPPP is developed, implemented, and maintained. Additional information will need to supplement this SWPPP Form in order to meet these requirements. An up-to-date field copy of the SWPPP must be maintained at the construction activity site by the SWPPP Administrator as required in Part 3 of the General Permit. Sections B and C on this SWPPP Form must state information exactly the same as that indicated on the NOI Form. Attach additional pages as necessary with the corresponding item number on this form indicated. For coverage under the General Permit to be valid upon the submittal of a NOI Package,the NOI Package must include a complete NOI Form, SWPPP, and fee. Do not submit these items separately. The 2012 General Permit,this SWPPP Form, a Permit Fee Summary, and related forms are available from the Storm Water Program at(406)444-3080 or http://deg.mt.govhvginfo/mpdes/stormwaterconstruction mcpx Section A-SWPPP Status(Check one): FINew No prior SWPPP submitted for this site. ©Modification Permit Number: MTRI O `f 9 % y (Please specify these four numbers) Section B-Facility or Site Information: Site Name Tempest Court Apartments Site Location Intersection of Tempest Court and Breeze Lane Nearest City or Town Bozeman CountyGallatin Section C-Applicant(Owner/Operator)Information: Owner or Operator NameTempest Court Apartments Mailing Address 112 Cobblecreek Road City, State, and Zip Cod Bozeman, MT 59718 Phone Number 310.918,5510 Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 1of 19 Langlas CONTRACTORS Section D—SWPPP Administrator Primary: Name and Title or Position Title Roger Davis Langlas &Associates Mailing Address 1019 East Main, Suite 101 City, State, and Zip Code Bozeman, MT 59715 Phone406.585.3420Alternate Phone MT Phone Other Phone Email Alternate Email Secondary: Name and Title or Position Title Mailing Address City, State, and Zip Code Phone Alternate Phone MT Phone Other Phone Email Alternate Email The SWPPP Administrator must check all of the following boxes confirming SWPPP responsibilities and ualifications based on the General Permit in order to utilize this SWPPP Form: V es No Delegation of Authority Form in Attachment A completed as necessary for new or added SWPPP Administrators which are not specified on the NOI Form (parts 3.2. and 4.15.); P(lyes ©No SWPPP Administrator Training Form in Attachment B completed and to be kept updated (Part 3.2.); QYes ®No SWPPP Site Map(s) and/or Plan(s)is attached including all required items (Part 3.5.); F/lYes © No The SWPPP Administrator will ensure the following log sheet summaries and/or attachments are completed and updated/maintained at the construction site for the following attachments based on the requirements in the General Permit: • SWPPP Revision/Update Summary Log in Attachment C (Parts 2.4. and 3.11.); • Self-Inspection Fors in Attachment D for all self-inspections performed(Parts 2.3. and 24);and • BMP design, installation, implementation, and maintenance specifications(Part 3.7.) (these are not required to be submitted to the Department with the SWPPP included in the original NOI Package, but these must be maintained at all times with the SWPPP Administrator's field copy of the SWPPP at the construction site). Section E—Construction Activity and BMP Schedule and Phasing(Part 3.3) In the space below, indicate how many phases the construction activity will consist of(i.e., one,two, etc.):One For the phases identified above, if more than one, describe the relationship between the construction phases and describe what major activities will occur during each phase: (insert at least eight blank lines) For each phase,the permittee must complete the Phase Sheet(s) in Attachment E of this SWPPP Form. In order to complete Attachment E,the permittee must have assessed and identified site characteristics, potential pollutant sources, and candidate BMPs elsewhere on this SWPPP Form. Using the Phase Sheet(s)table in Attachment E, and for each phase, complete the table for all components stated in Parts 3.3.1., 3.3.2., 3.3.3., 3.3.4., 3.3.5., and 3.3.6 in the General Permit. Examples of typical components would be a specific type/location of BMP(Part 3.3.1.), a specific earthwork activity(Part 3.3.2.),temporary cessation of construction activities in a particular area(Part 3.3.3), temporary stabilization BMPs(Part 3.3.4.),vertical construction of a building(Part 3.3.5.), and construction activity site clean-up and dismantling(Part 3.3.6.). All earthwork and the BMPs identified on this SWPPP Form (typically in Sections I)are candidate items to include for each row on the table in Attachment E in addition to the other criteria stated in Parts 3.3,1. through 3.3.6. of the General Permit. Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 2 of 19 Langlas &Associates GF..NFRAL CONTRACTORS On the Phase Sheet(s) in Attachment E, all components must be listed and numbered in the sequential order they will occur at the construction activity. Do not use the same"Component Number"twice in the table. Describe the component type and location in the appropriate box. Provide the initiation date or installation date, depending on the type of component. For example,structural BMPs like a sediment basin will have an installation date,whereas for earthwork or site-clean-up it is an initiation date. For BMPs, including temporary stabilization, provide the operational date, Provide a completion or removal date, depending on the type of component. For example, a sediment control fence will have a removal date,whereas temporary stabilization will have a com letion date. Section F—Site Description (Part 3.4.) 1.Describe the nature of the construction activity and what is being constructed(Part 3.4.1.): The project consists of the construction of two new 12-plex apartment buildings and items including: storage sheds, sewer& water services, storm drainage control, utilities, asphalt parking lot with curb& gutter, sidewalks and related grading, landscaping, lighting, signing &striping 2.Describe all support activities and associated storm water discharges dedicated to the construction activity including but not limited to: material borrow areas, material fill areas, concrete or asphalt batch plants, equipment staging areas, access roads/corridors, material storage areas, and material crush inghecycling /processing areas(Part 3.4.2.): There will be no concrete or batch plants on site. Material storage areas and construction staging areas will be placed upgradient of detentions ponds to prevent any stormwater runoff from these areas leaving the site. 3. Provide an estimate of the total area of the site, and an estimate of the area of the site expected to undergo construction-related disturbance (including all construction-related support activities)(Part 3.4.3.);this information must match the information provided on the NOI Form: Total Site Area(acres): 1.65 Area of Construction-Related Disturbance(acres): 1.65 4. Describe the character and erodibility of soil(s) and other earth material to be disturbed at the site, including cut/fill material to be used (Part 3.4.4.): In-situ soil conditions are typical for the area. Approximately 12 inches of organics, topsoil, and grass roots overlaying silty clays approximately 24" in depth followed by gravels to an undetermined depth. Potential for erosion is very minimal. Fill around the structures will be topsoil. 5. For a storm water discharge associated with construction activity with construction-related disturbance of five acres or,more of total land area(based on the acreage provided in item F.3.above)(Part 3.4.5.): a. Provide an estimate of the runoff coefficient of the site, both before and after construction, and describe what supporting information this determination is based upon: Runoff coefficient before construction: 0.3 Runoff'coefficient after construction: 0.9 Supporting Information Source: Estimate Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 3 of 19 Langlas &Associates GF.NF.RA1. CONTRACTORS 5 b.Provide an estimate of the increase in impervious area after the construction activity identified on the NOI -- form is completed (example,20 acres of total ground disturbance and 10 acres of constructed impervious parking and rooftop areas on previously undisturbed ground would be a 10/20=50 percent increase): 90 Percent. 6. In the Outfall Sheet table below,describe the names of receiving state surface waters and a description of the size,type, and location of each point source discharge or outfall. Use these same outfall locations and numbers on the SWPPP site map(s). Use the same respective outfall numbers as identified in Section G on the submitted NOI Form. If there is no distinguishable point source discharge or outfall to the receiving state surface waters, a description of storm water runoff flow and drainage patterns into the receiving state surface waters must be provided. This must specify if discharges are to unnamed drainages and provide the name of the first named drainage that will receive that discharge downgradient of the site. If the discharge is to a municipal separate storm sewer, the location of any storm sewer discharge into receiving state surface waters. (Part 3.4.6.) Outfall Sheet(detailed outfall and receiving surface water information)(Part 3.4.6.) Type Discharge To Size (open Municipal Describe Flowpath Receiving Outfall (approximate channel, Storm Sewer pipe inlet (from outfall to named receiving surface µater if Surface Water(first , , Number acreage from (Yes/No,if ves outfall does not discharge directly into the named named drainage doNn radient site drained sheet(low, provide location of g receiving surface eater,include unnamed drainages) from sire) other- discharge(latitude specify) &longitude)) 001 Sheet Yes Sheetflow from site into curb inlet 1.65 flow that drains into City storm sewer 45d41'43"N 111d04'24"W 002 003 004 00S 006 007 008 f Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 4 of 19 GENERA[. CONTRACTORS 7.Provide a brief description of the existing vegetation at the site and an estimate of the percent density of vegetative ground cover(Part 3.4.7.) Approximately 90% of the lot is covered with native grasses. Specify Percent Density of Existing Vegetation: 90 Section G—Site Map (Part 3.5.) Attach the required SWPPP site maps or plans to this SWPPP Form. The site maps or plans must clearly indicate all the required information in Part 3.5. of the General Permit. This means SWPPP site maps must be of sufficient size, scale, and legibility. This cannot be accomplished on standard USGS topographic maps like those required to be attached to the NOI Form. For most construction projects, in order to accommodate all required inclusions, a series of site maps is necessary and recommended as this information cannot be legibly and completely shown on one map. One map could show the undeveloped site and its current features. An additional map or maps can be developed to show the developed site or, for more complicated sites,show the major phases of development. All information on the attached SWPPP site maps must correlate with the information and identifying names provided on this SWPPP Form, such as identifying"Outfall 001"by that name on the site map. Section H—Identification and Summary of Potential Pollutant Sources (Part 3.6.) At a minimum, each of the following sources and activities must be evaluated for the potential to contribute pollutants to storm water discharges: 1. All disturbed and stored soils. Pitrun gravels, gravels, and topsoil are all present on-site. 2. Vehicle tracking of sediments. Vehicle tracking of sediments is likely 3. Vehicle trucking of sediments. Due to the site conditions and area availability, trucking of sediments will not be likely 4. Management of contaminated soils. No contaminated soils are expected to be encountered at the site. Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 5 of 19 GFIF.RAL CONTRACTORS 5. Loading and unloading operations. Loading and unloading of various materials/equipment will occur. These items include: Construction machinery( backhoes, cranes, etc) pumps, piping and appurtenances, building materials (steel, wood, plastic), petroleums, paints, chemicals. 6. Outdoor storage activities(building materials, fertilizers, chemicals, etc.). Storage of various materials/equipment will occur. These items include: Construction machinery (graders, backhoes, etc) pumps, piping and appurtenances, building materials (steel, wood, plastic), petroleums, paints, chemicals. 7. Significant dust or particulate generation. Wind blowing dust will be a likely nuisance during the dry weather months. 8. Vehicle and equipment maintenance and fueling. Vehicle and equipment maintenance and re-fueling will be performed on-site JL L7 9. Routine maintenance activities involving fuels. oils, solvents, pesticides, herbicides, fertilizers, detergents, etc Vehicle and equipment maintenance will be performed on-site 10. On-site waste management practices (waste piles, liquid wastes. dumpsters, etc.). Waste piles, liquid waste, construction debris and human generated garbage will all be generated on- site. Scheduled waste pickup will be required. 11. Concrete truck and equipment washing. Concrete trucks will be on-site for the purposes of the building foundations, sidewalks and driveways. 12. Dedicated asphalt and concrete batch plants. No asphalt or concrete batch plants are proposed. Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 6 of 19 Pq� &Assoc:iates GF.NF.RAL CONTRACTORS 13.Non-industrial waste sources such as worker trash and portable toilets. order trash will be generated and portable toilets will be present on-site. 14. Other non-storm water discharges if present(as identified in the table below or otherwise). Identify if any of the following allowable non-storm water discharges are to be present at your site based on Part 1.1.3. of the General Permit: Type of Allowable Non-Storm Water Discharge Likely to be Present at the Construction Site? Uncontaminated condensate from air conditioners,coolers, and other compressors and from the outside storage of Yes No refrigerated gases or liquids Irrigation drainage Yes No Landscape watering provided all pesticides,herbicides,and fertilizer have been applied in accordance xNith the approved Yes No labeling Pavement wash waters where no detergents are used and no spills or leaks of toxic or hazardous materials have occurred yes No (unless all spilled material has been removed) ✓ Routine external building xvash down that does not use Yes No detergents ✓ Uncontaminated ground water ors ring water M, Yes No Water used to control dust ./ Yes No Discharges from emergency fire-fighting activities Yes No Foundation or footing drains where(lows are not � Yes No contaminated with process materials Incidental windblovin mist from cooling tourers that collects < on rooftops or adjacent portions of die facility,but not ( intentional discharges troni the cooling tower(e.g.,"piped" Yes No cooling lower blowdown or drains) 15. Other areas or procedures where potential spills can occur. None 16.Other potential pollutant sources not identified above. None Section I—Description of Best Management Practices(BMPs) (Part 3.7.) To complete this properly and adequately, you must refer to the specific BMP requirements in Part 3.7, and the applicable and pertinent effluent limits in Part 2.1, of the General Permit. The items in Section I.2. of this SWPPP Form are listed in the order these items appear in Part 3.7. of the General Permit. The BMPs specified below in the SWPPP must clearly describe how compliance with these permit conditions will be achieved. The BMP descriptions below must address all of the potential pollutant sources stated in Part 3.6 of the General Permit and in Section H ofthis SWPPP Form. For structural or other BMPs where the BMP is depending on a technical reference source for BMP design, installation, implementation, and maintenance specifications, you must provide the reference source and respective BMPs in the table in Section I.I. below. For those BMPs which are listed in the completed table below, the referenced specifications must be maintained on-site with the working up-to-date field copy of this SWPPP Form and associated SWPPP site maps. When this SWPPP Form is submitted to the Department as a part of the N01 Package, do not submit these specifications for Department records. If the technical reference source does not completely address all specifications associated with the design, installation, implementation, and maintenance,then this must be addressed in Section H.2. below. Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 7 of 19 Langlas GFNFRAL CONTRACTORS For BMPs where you do not specify a technical reference source below, applicable design,installation, implementation,and maintenance specifications must be described and addressed in Section H.2. below. 1. In the following table,provide the reference source(s)to be used for these specifications, and indicate the associated BMPs which were obtained for each. BMP Specification Source/References Sheet Source BMP Specification Reference Source Specific BMPs For Which This Number (name,publisher,date,page number(s),website Reference Source Was Used address,etc.) 1 MDEQ Stormwater Management during General Reference Construction - Field Guide ' 2 City of Bozeman Stormwater General Reference Management Permit Application BMP 1 Construction Entrance and Track Off Pad Plan detail 1/E1 & MDEQ Field Guide page 38 BMP 2 Silt Fence Plan detail 2/E1 & MDEQ Field Guide page 17 BMP 3 Curb Sock Inlet Protection MDEQ Field Guide pages 26&28 BMP 4 Concrete Wash Out Mobil Wash-Out Pan Lea Concrete FOR ADDITIONAL SOURCESIREFERENCES,ADD COPIES OF THIS BMP SPECIFICATION SHEET (do not use the same source number twice). Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 8 of 19 Langlas &Associates GFNF.RAL CONTRACTORS 2. Describe all BMPs which will be used at the construction project based on Part 3.7, and Part 2.1,of the f- General Permit. This description can generally address a type of BMP if that BMP is to be used more than once, but the specific BMP and their respective locations must still be provided on the.Construction Phase Sheets provided in Section E of this SWPPP Form,and on the SWPPP site maps and/or plans provided in Section G of this SWPPP Form. All potential pollutant sources in Section G must.be addressed with corresponding BMPs in this item regardless of whether the BMP description is dependent on a reference source listed in Section I.1. Surface Roughening will be performed on sideslopes and open areas with disturbed soils to aid in stormwater absorption. Haybales or wattles will also be used to prevent any sediments from entering the stormwater catch basins or to prevent sediment from flowing onto the streets. Excess waste concrete will always be disposed of under the proposed drive or garage locations or in a lined concrete waste containment area. Portions of the site where construction activities have permanently ceased will be stabilized as soon as possible but no later than 14 days after construction ceases. Stockpiles shall be stabilized or covered at the end of each work day. If necessary, silt fencing or wattles will be placed on the downslope side of soil stockpiles. Dust control will be implemented as needed once site grading has initiated and during windy conditions while site grading is occurring. Spraying of potable water will be performed no more than once per day or as the dryness of the soil warrants it. Routine street sweeping and maintenance will be scheduled to keep streets clear of any sediments/ soils that may have been tracked by vehicles or equipment. Temporary retention ponds will be utilized as necessary for stormwater or groundwater dewatering collection. A gravel construction pad will be constructed at the ingress/egress of the site for trucks and equipment to washoff before leaving the site. Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 9 of 19 Langlas &Associates GF1f.RAL COKTRACTORS Structural BMPs for Erosion and Sediment Control Sheet a. Structural BMPs for Erosion and Sediment Control (Pa1•1 3.7.1.). Describe what BMPs are going to be utilized at the site, including the design, installation, and maintenance procedures for each if not addressed through a reference source in the table above in Section H I. Describe ho-%v each of the BMPs will address the specific criteria stated in Parts 2.1.1. and 2.1.6. of the General Permit as applicable and relevant. Silt fencing may be required at toes of soil stockpiles to prevent sediment from leaving these piles during a rain event. Haybales or wattles will also be used to prevent any sediment from entering the streets. Stockpiles shall be stabilized or covered at the end of each work day. Silt fencing or wattle will be placed on the downslope side of soil stockpiles. Before vegetation is established behind curbing, curb socks may be placed in gutter lines to capture sediment. FOR ADDITIONAL STRUCTURAL BMPS,ADD COPIES OF THIS STRUCTURAL SHEET Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 10 of 19 Langlas &Associates GFNERAL CONTRACTORS Non-Structural BMPs for Erosion and Sediment Control Sheet b. Non-Structural BMPs for Erosion and Sediment Control (Part 3.7.2.). Describe what BMPs are going to be utilized at the site. Describe how each of the BMPs will address the specific criteria stated in Parts 2.1.1., 2.1.2., and 2.1.4. of the General Permit as applicable and relevant. Haybales or wattles will also be used to prevent any sediments from entering streets. Portions of the site where construction activities have permanently ceased will be stabilized as soon as possible but no later than 14 days after construction ceases. Dust control will be implemented as needed once site grading has initiated and during windy conditions while site grading is occurring. Spraying of potable water will be performed no more than once per day or as the dryness of the soil warrants it. Surface Roughening will be performed on sideslopes and open areas with disturbed soils to aid in stormwater absorption. Wattles may be placed along the top back of curb once curbing is backfilled. This will aid in the prevention of sediment runoff flowing over the curb and into the gutter line. Routine street sweeping and cleaning will be scheduled and performed as needed. i FOR ADDITIONAL NON-STRUCTURAL BMPS, ADD COPIES OF THIS NON-STRUCTURAL SHEET Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 11 of 19 GFN'FRA[ CONTRACTORS Materials Handling BMP Sheet c. Materials Handling-(Part 3.7.3.). Describe all BMPs implemented at the site for each of the potential pollutant sources listed in Sections H 11 H4, H5, H6, H7,H8, H9, HI3, and H14 of this S WPPP Form. Describe how each of the BMPs will address the specific criteria stated in Parts 2.1.1., 2.1.2., 2.1.4., and 2.1.5. of the General Permit as applicable and relevant. In the description of BMPs below,reference the specific aforementioned Section H number where the potential pollutant source was identified, and list each specific BMP so that there is adequate correlation. Be specific and not general, and be sure to address any design, installation, and maintenance protocol as applicable and pertinent to the particular BMP. H1: All disturbed and soil stockpiles will be located upgradient of retention ponds or swales to catch any stormwater runoff prior to exiting the site. Silt fencing and/or wattles will also be placed downgradient of any disturbed or stockpiled soils, if required. H4: No contaminated soils are anticipated on the site. H5: Care shall be taken to prevent the spilling of any petroleums or other hazardous materials during loading and unloading. Absorbent, spill-cleanup material kits will be available at the staging and material storage area. 1­16: Fertilizers, paint products, pesticides, and petroleum products will be stored in enclosed trailers in the staging area. Items will be locked up during non-operational hours. Non-hazardous materials can be stored outside and will be covered if necessary. H7: Soil piles will be covered when not in use. Soil piles will also be covered if wind blowing soil becomes a nuisance or precipitation causes soil sediment runoff. H8: Care shall be taken to prevent the spilling of any oil, hydraulic fluids, or fuels during maintenance and refueling of equipment. Drip pans shall be placed under leaking equipment or during maintenance. Absorbent, spill-cleanup material kits will be available at the staging and material storage area. 1­19: Care shall be taken to prevent the spilling of any oil, hydraulic fluids, fuels or other hazardous materials during maintenance. These items shall be stored in an enclosed storage structure and locked during non-operational hours. All items shall be stored in their appropriate containers and properly labeled. H13: Solid Waste and litter will be picked up daily and stored in an enclosed dumpster to prevent from wind blowing off-site. Waste will be transported to the local landfill on a periodic basis. Contractor shall designate an employee responsible for pickup of litter. Solid waste facilities shall be located a minimum of 15 feet from storm drain inlets and water ways. FOR ADDITIONAL MATERIALS HANDLING BMPS,ADD COPIES OF THIS MATERIALS HANDLING SHEET Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 12 of 19 [Langlas &Associates GENERAL CONTRACTORS d. Dedicated Concrete or Asphalt Batch Plants (Part 3.7.4.). Describe all BMPs implemented at the site for each of the potential pollutant sources listed in Section H12 of this SWPPP Form. Describe how each of the BMPs will address the specific criteria stated in Parts 2.1.1., 2.1.4., and 2.1.5. of the General Permit as applicable and relevant. Be specific and not general, and be sure to address any design, installation,and maintenance protocol as applicable and pertinent to all BMP associated with the batch plant(s). No Concrete or Asphalt Batch plants are proposed. e. Vehicle Tracking Control(Part 3.7.5.). Describe all BMPs implemented at the site for each of the potential pollutant sources listed in Section H2 of this SWPPP Form. Be specific and not general, and be sure to address any design, installation,and maintenance protocol as applicable and pertinent to the BMPs. A gravel construction pad will be constructed at each ingress/egress to the site for the purposes of a location to clean trucks and equipment before leaving the site. Street sweeping will be scheduled on a routine basis to keep the streets clear of sediment and soils as a result of vehicle tracking and construction activity. f. Waste Management and Disposal, Including Concrete Washout(Part 3.7.6.). Describe all BMPs implemented at the site for each of the potential pollutant sources listed in Section H4, H5,HI0,HI 1,H13, and H15 of this SWPPP Forni.Describe how each of the BMPs will address the specific criteria stated in Parts 2.1.4. and 2.1.5, of the General Permit as applicable and relevant. Be specific and not general, and be sure to address any design, installation,and maintenance protocol as applicable and pertinent to the BMPs. Vehicles, trucks and equipment shall be washed in an area'so that washwater runoff is contained in an appropriate manner such as a poly-lined bay. Loading and unloading of hazardous materials or other prohibited discharge materials shall be performed at the poly-lined bay in the event an accidental release or spill occurs. Solid Waste and litter will be picked up daily and stored in an enclosed dumpster to,prevent wind blowing off-site. Waste will be transported to the local landfill on a periodic basis. Contractor shall designate an employee responsible for pickup of litter. Solid waste facilities shall be located a minimum of 15 feet from storm drain inlets and water ways. Concrete trucks will be required to perform their washout in either a proposed drive or garage location. Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 13 of 19 E3Langlas ' &Associates GFNFRAL CONTRACTORS g. Stabilization Measures(Part 3.7.7.). Describe specific vegetative and/or non-vegetative practices that will be used to achieve temporary and final stabilization on the exposed portions of the site. Describe how each of the BMPs will address the specific criteria stated in Parts 2.1.1. and 2.1.2. of the General Permit as applicable and relevant. Be specific and not general, and be sure to address any design, installation,and maintenance protocol as applicable and pertinent to the BMPs. Non-vegetated practices utilized to achieve temporary stabilization include silt fence, wattles, haybales, curb socks, and retention basins. Final stabilization will be accomplished with grass sodding placed in landscaped areas and grass seeded in other areas including sideslopes, detention ponds and the remainder of disturbed areas. Surface roughening will be performed prior to placement of seeding. h. Minimize Ground Disturbance(Part 3.7.8.). Describe measures to be taken to minimize ground disturbance and preserve pre-existing stabilization measures of earth material as much as possible. Describe how these BMPs will address the specific criteria stated in Part 2.1.1. of the General Permit as applicable and relevant. Ground disturbance will only occur in areas absolutely necessary. i. Ground Water Dewatering(Part 3.7.9.). Describe BMPs and locations used for ground water dewatering at the site. Describe how these BMPs will address the specific criteria stated in Part 2.1.3. of the General Permit as applicable and relevant. For discharges of ground water due to dewatering practices which will not discharge to state surface waters, be sure to address any design, installation,and maintenance protocol as applicable and pertinent to the BMPs. Groundwater dewatering may be required on this site. Dewatering pumps will be placed at the locations of proposed foundations. A temporary retention pond may be constructed and will be sized to contain the pumped groundwater where it will be allowed to settle and infiltrate back into the groundwater. Soils in the area of the retention pond will be coarse and gravelly'allowing good infiltration. Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 14 of 19 Langlas ' &Associates GFNF.RAI. CONTRACTORS j. Operational Controls(Part 3.7.10.). If not addressed elsewhere, address BMPs which will be used on a day- to-day basis on the site to reduce or eliminate the contribution of potential pollutants in storm water runoff, such as good housekeeping activities to maintain a clean and orderly site, and removal,of accumulated sediment on or off the site as much as practicable. This is the section to specifically describe and locate all BMPs implemented at the site for the potential pollutant sources listed in Sections.H7,H8, H9, and H 15 of this SWPPP Form. Describe how these BMPs will address the specific criteria stated in Parts 2.1.4. and 2.1.5. of the General Permit as applicable and relevant. Be sure to address any design, installation, and maintenance protocol as applicable and pertinent to the BMPs. A water truck will be called to the site to apply potable water in the event wind or vehicle blown soils become a nuisance. Blowing dust will be likely during dry summer months. Soil stockpiled and not in use shall be covered to avoid becoming a nuisance. Care shall be taken to prevent the spilling of any oil, hydraulic fluids, or fuels during maintenance and refueling of equipment. Drip pans shall be placed under leaking equipment or during maintenance. Absorbent, spill-cleanup material kits will be available at the staging and material storage area. k. Spill Prevention and Response Procedures(Part 3.7.11.). Describe what procedures will be used to prevent and respond to spills, leaks, and other releases. This is the section to specifically describe all BMPs implemented at the site for the potential pollutant sources listed in Sections H 15 of this SWPPP Form. Describe how these BMPs will address the specific criteria stated in Parts 2.1.4. and 2.1.5. of the General Permit as applicable and relevant. Care shall be taken to prevent the spilling of any oil, hydraulic fluids, or fuels during maintenance and refueling of equipment. Drip pans shall be placed under leaking equipment or during maintenance. Absorbent, spill-cleanup material kits will be available at the staging and material storage area. Loading and unloading of these hazardous materials shall be performed at the poly-lined containment bin. If a spill occurs, it will be isolated in a containment area. 1. Off-Site Vehicle Trucking of Sediment(Part 3.7.12.). Describe BMPs used to address off-site vehicle trucking of sediment at the site for the potential pollutant sources listed in Section H3 of this SWPPP Form Off-site vehicle trucking of sediment is not likely. In the event it does occur. Trucks hauling sediment shall be properly covered and secured, and washed prior to exiting the site. Location of sediment to be hauled and disposed of will need to be determined based on the material. Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 15 of 19 Langlas GENERAL G4NTRACTOR5 m. Local Sediment and Erosion Control Requirements(Part 3.7.13.). Describe any and all applicable local erosion and sediment control requirements. Refer to City of Bozeman Stormwater Management Permit Application Section J—Final Stabilization (Part 3.8.) Describe all procedures and BMPs (if not stated in Section I.2.g. on this Form)to achieve"final stabilization" and ensure the specific requirements of Part 3.8. in the General Permit are achieved for all areas with construction-related ground disturbance at the construction activity. After final temporary stabilization has successfully prevented pollutioncontrol, stormwater runoff, sediment transport off-site, final stabilization procedures may be put in-place. Final stabilization will include but not be limited to: roughening final grades, placing sod grass on landscaped areas, placing grass seed on disturbed areas, installing landscape trees and shrubs, and placing rip rap on any slopes too steep to establish a vegetative cover. Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 16 of 19 Langlas GF. �FRAI. CONTRACTORS Section K—Post-Construction Storm Water Management(Part 3.9.) Describe any BMPs which are to be used to control storm water and potential pollutants in storm water discharges that will occur after construction operations have been completed at the site, including any applicable local requirements. Certain temporary BMP's will have to be left in-place until final stabilization has occurred. Routine inspections will be performed by the designated administrator to determine when these BMP's can be removed. BMP's such as silt fencing, haybales, wattles, curb socks, etc. Section L—Inspection and BMP Maintenance Procedures (Part 3.I0.) Identify and clearly describe the inspection and maintenance procedures implemented at the site to maintain all erosion and sediment control and other BMPs identified in the SWPPP, in good and effective operating condition. These documented procedures must comply with the inspection requirements in Part 2.3. of this Isealso refer to Parts 2.3.5., 2.4., 3.3., and 3.7. of the permit for related BMP maintenance requirements). [wring the construction process, the Primary Adminisrator shall be responsible for weekly inspections and after storm events. Log Forms included in this SWPPP shall be filled out after each inspection. 4 Once construction is complete and BMP's necessary to establish final stabilization are in-place, the secondary administrator shall take over responsibility of the SWPPP. Inspections can be reduced to monthly if conditions allow and no signs of erosion failure are occurring. Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 17 of 19 Langlas &Associates crNrant. con'rRACToxs Section M—Water Quality Controls for Discharges to Impaired Water bodies (Part 3.11.) Specify the information required in Part 3.11. of the General Permit. No discharges to an Impaired Water body are proposed. Section N—Miscellaneous Information Use this space to identify miscellaneous information which must be included in the SWPPP. f Section O - CERTIFICATION Permittee Information: This SWPPP must be completed, signed, and certified as follows: • For a corporation, by a principal officer of at least the level of vice president; • For a partnership or sole proprietorship,by a general partner or the proprietor,respectively;or • For a municipality, state, federal, or other public facility, by either a principal executive officer or ranking elected official. Alternatively,this SWPPP may be signed by a duly authorized representative of the person above.A person is a duly authorized representative only if.- 0 The authorization is made in writing by a person described above(see Attachment A); • The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager,operator of a well or a well field,superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company(a duly authorized representative may thus be either a named individual or any individual occupying a named position); • The written authorization is submitted to the department. Version 1.0 October 2012 Storm Water Pollution Prevention Plan Page 18 of 19 Langlas E31 &Associates GFitF.RAI. CONTRACTORS All Permittees Must Complete the Following Certification: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information; including the possibility of fine and imprisonment for knowing violations. [75-5- 633, MCA] A. Name(Type or Pri 5 B. Title (Type or PrA*Q C. Phone No. D. Signature E. Date Signed � 12j The Department will rdt process this form ntil all of the requested information is supplied, and the appropriate fees are paid. 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OLIVE -P.O,BOX 1230 * * BOZEMAN, MONTANA 5977 1-1 230 OD �i 8 ,��� ENGINEERING DEPARTMENT CO 0� PHONE: (406) 582-2280 - FAX: (406) 582-2263 Storm Water Management Regulations For Land Disturbance Sites LESS Than One Acre Storm Water Management is increasingly important for the purpose of maintaining clean water and preserving waterbodies such as streams,rivers,and lakes.The City of Bozeman's Storm Water Management Ordinance#1763 went into effect April 22,2010,as mandated under the Federal Clean Water Act(CWA)and the Montana Pollution Discharge Elimination(MPDES)regulation.These regulations are designed to improve water quality in waterbodies by reducing the amount of pollutants that storm water collects and carries into storm conveyance systems. Permit and Fee Owners/operators of construction sites considered a Sketch Plan or higher are required to apply for a City of Bozeman Storm Water Management Permit(SMP).The SMP requires submittals of an application form and a Storm Water Management Plan in compliance with the City of Bozeman's Storm Water Management Ordinance#1763. The Storm Water Management Plan shall contain the following items: l. A completed Storm Water Management Plan checklist which outlines the project site's Best Management Practices(BMPs); 2. A short narrative explaining how the permittee(s)will implement BMPs described on the checklist; and 3. A map of the construction site showing the locations of the BMPs. Inspection and Review Site plan review and inspection programs aid in compliance and enforcement and provide an opportunity for guidance and education. The City will perform a site plan review of potential water quality impacts at the time the SMP is submitted and will conduct regular inspections of the construction site. The permittee(s)will be required to perform site inspections every 14 days and after major storm events to ensure all BMPs have been constructed and are functioning properly. The purpose of such inspections will be to determine the overall effectiveness of the control plan and the possible need for BMPs.All inspections shall be documented in written form,kept on the project site,and made available for review by the City. Violation and Enforcement If any violation is found,a notice will be issued to the Responsible Party.The notice will state the nature of the alleged violation(s),the action required to fix the violation(s), and a time limit to remedy the violation(s).Any person,firm, or corporation violating any of the provisions or terms of Ordinance#1763 of the City of Bozeman may be subject to penalties as a municipal infraction pursuant to Title 14 of the Bozeman Municipal Code.If you have any questions contact the City Engineering Office at 406-528-2280. HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK City of Bozeman,Montana Storm Water Management Permit N umber Permit Application Date Submitted ��• Final Stabilization Date Engineering Department P.O.Box 1230 Bozeman, Montana 59771 406-528-2280 Note: This permit is separate from any permits required by the Montana Department of Environmental Quality. A State Storm water Construction Permit is required for all land disturbance activities equal to or greater than one(1)acre or for land disturbance less than one(1)acre that is part of a larger common plan of development or sale that would disturb one(1)acre or more. (1) Contact Information: Project Owner Contact Person:Tom Winston Company: Olive and Wallace LLC Mailing Address: 416 N. Ida State: Montana I Zip: 59715 Phone: 352-514-0415 Email: Thomaswinston@mac. com Fax. NA Cell Phone: 4 0 6-5 7 9-6 0 5 7 Contractor Contact Person: To be determined Company: Mailing Address: State: Zip: Phone: Email: Fax: Cell Phone: Engineer Contact Person: Kyle Scarr Company: TD&H Engineering Mailing Address:234 E. Babcock, ste 3 State: Montana I Zip: 59715 Phone: 406-586-0277 Email: Kyle. scarr@tdhengineering. com Fax: NA Cell Phone: NA (2) Project Information Project Address: 200 S. Wallace Ave. LOtNunlber:Lot A of Amended Plat C-6-B, Parcel 52-51-49-52 of COS 460 Subdivision(if applicable): NA Project Size: . Project type: Land Disturbance) 0 61 acres Final Site Plan ( (Planning Application) (3) Project Information Check the appropriate box(es)or provide a brief description that indicates the general nature of the construction activities:❑Single Family Residential[]Multi-Family Residential p Utility ®Commercial/Industrial❑Nighway/Road®Other(describe): Parking Lot Description of proposed work: Construction of a new parking lot and sidewalk on above mentioned lots . City of Bozeman,Montana Storm Water Management -� Permit Number Permit Application Date Submitted Final Stabilization Date (4) Project Schedule Start Date: Sept, 2013 Completion Date: July, 2014 1 Final Stabilization Date: Sept, 2014 (5)Waterbodies and Storm Conveyance Systems List Waterbodies within 200' of project Streams: Lakes: Wetlands: Rivers: Sloughs: Other: Mill Ditch, 250' east of site List Storm Conveyance Systems within 100' of project Ditches: Swales: Storm inlet at Olive and Detention Facilities: Storm Drain Inlets: Wallace intersection Pipe Inlets/Outlets: Gutter: City curb and gutter (6)Acknowledgement Certificate: I certify that 1 am the Owner or Owner's authorized agent.If acting as an authorized agent,I further certify that I am authorized to act as the Owner's agent regarding the property at the above-referenced address for the pur pose of filing applications for decisions,permits or review under the City of Bozeman Ordinance----and have full power and authority to pei form on behalf of the Owner all acts required to enable the City to process and review such applications. I certif;that the information on this application is true and correct and understand that I shall not start this project until this application is approved. 1 shall comply with the laws of the State of Montana and the ordinances of the City of Bozeman. Signature of Legally Responsible Person Date signed Tom Winston Printed Name Title **For Official Use Only** LESS than one acre Received City By Date SMP Checklist Yes No Field Visit SMP Plan Yes No Approval SMP Map Yes No Comments: Payment-$ Yes No Greater orequal to one acre Received MT Stormwater Discharge Permit(NO]) Yes No SWPPP Yes No Site showing BMPs Yes No MT Stonnwater Discharge Permit(NOT) Yes No SMP Checklist Yes No SMP Plan Yes No SMP Map Yes No Payment-S Yes No Storwater Mt City of Bozeman, Montana t t Pen-nit Number: CheektistDate Submitted: LESS Than One Acre t� ti�F�e sr�4 ca� Site Name/Adress: Olive and Wallace Parking Lot, 200 South Wallace Ave. 1 Prevent silt.dirt,topsoil,etc. from washing 1. Silt fence/straw bales into the streets,alleys,drainage easements, 2. Sand bags at existing inlet yes drainage conveyance systems,and storm drains. Implement and maintain erosion control BMPs To be done by contractor 2 to prevent the erosion and transport of sediment by water/rain runoff. 3 Include spoil areas and staging areas as part of Spoil areas and staging are to be contained within the yes the project/construction site. project site Grass lined swales and a detention 1 4 Establish permanent erosion control for all pond are included in the project disturbed land areas related to the project yes activity before final occupancy of structures located thereon. 1 Identify all erosion and sediment control BMPs 1* silt fence/straw bales 5 to be installed and maintained throughout the 2. Sand bags at existing inlet yes duration of the project. Use clearing techniques that retain natural To be done by contractor 6 vegetation and retain natural drainage patterns (where feasible). Stabilize soil within 14 days of clearing or To be done by contractor 7 inactivity in construction. Stabilize or cover soil stockpiles at the end of To be done by contractor 8 EACH workday. Employ wind erosion techniques to prevent the Contractor to water or cover as 9 blowing of dust or sediment from the site. necessary to prevent blowing of dust. Employ techniques that divert upland runoff To be done by contractor 10 past disturbed slopes(where necessary). Provide sediment controls in the form of Contractor to grade detention pond 11 settling basins,sediment traps or tanks,and at the beginning of the project. yes perimeter controls(where necessary). LessChecklist i Protect adjacent properties by the use of a 1. silt fence/straw bales 1 12 vegetated buffer strip,silt fence.fiber rolls,or 2. sand bags at existing inlet yes other BMP perimeter controls. 13 Keep solid waste materials in a container or an contractor to provide dumpster as enclosed waste collection area on site. needed for waste collection Store chemicals,paint,petroleum,fertilizer To be done by contractor or 14 and pesticides in a covered enclosure. stored offsite Dispose of empty/unused chemical and 15 hazardous waste containers in accordance with To be done by contractor label 'instruction. Segregate potentially hazardous waste from hazardous waste. To be done by contractor 16 non- Perform daily cleanup of construction site to 17 ensure that all litter is contained in an To be done by contractor appropriate enclosure or container. 18 Recycle waste materials where feasible. To be done by contractor Contain concrete truck washout water on site 19 in a designated washout pit.Remove and properly dispose of concrete residue at To be done by contractor conclusion of construction. 1 20 Emsure exposed aggregate waste wash water does not leave the construction site and or get into the curb and gutters,catch basins or any To be done by contractor other storm conveyance systems. 21 Locate sanitary waste facilities a minimum of 15 feet from storm drain inlets and receiving To be done by contractor waterbodies. Delineate and stake the Flood Plain and install 22 perimeter BMPs. NA, Not within floodplain List waterbodies within 200'of project 23 (stream,lake,river,wetland,slough,other). Mill Ditch Curb and gutter and valley gutter 24 List stormwatef conveyance systems within on Wallace street. Inlet at 100'of project(ditch,swale,detention facility, intersection of Wallace and Olive. yes storm drain inlet,drywell,gutter,pipe inlet/outlet). STORM WATER APPLICATION FEES Planning Application Storm Water Permit Fee Major Sketch Plan/COA $25 Major Sketch Plan/COA $50 Permit Fee Commercial Final Site Plan $75 PUD-Final Plan $150 Subdivision Final Plat $150 (minor) Subdivision Final Plat $250 (major) After-the-Fact Permit $250 NOISIM13tl 31Y0 /�3tl iirq"r'y" n .w fig; S e 6uuaaw6u3 W NVId 311S A2IVNIWMMd � � IJ, .o tlNtl1NOW'NtlW3Z08 R.` I x�gs 9 kiH3dOUd 33VIIVM(INV 3AI10 "w Z a 0 Z Z I III LL, 000ee . w < i ae . o eo mx+. e t . s ,eow. .•® i I p I �g . o J I I o � 1 W� A z . Z m E -00 y o 1 I O y o C f6 i • Op' OC C: a xis SsIlufla ISMS44 3 �' F �- y= N • If ID U7 • C O O • 9 W .N o f6 c CL N Q N d O_ iri 0 E 0 c ° o L a o Ci y n o / m o m _0 �� • r om � C ' d m o O 0 C y y • E�E fi yy :Y 0 0 O lD C Q w O • Ste$ n � C p C C 41 ';�,,1 '� II C C 0 cm N y O x O m �$ 4:; W O)'D m Ol co 0 a 48 • k c �o, y C. • �+ O CD R N N I I - ,I s I y I � cm I� N C Y 5 r j I I yp I C l6 I ' i k pp o: d.388.1S 8AI10 LStli SEti I � L-- 1� r r R t p ; r r r r 'I nn tt� nee y 15.r •� fill -- r Opp 4Y 1 I T '"" ice..►+ �'+ - Sj�_�� _� - ��T I 1 Lan • • ssociates GENERAL CONTRACTORS 2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.656.1088 1019 East Main St.,Suite 101 Bozeman, MT 59715 P 406.585.3420 F 406.585.4110 LANGLAS.COM