Con 12-1-1 Doc # 46067
SDP AMENDMENT #-_4-..:...-- __ Date: 0e--h> 6-r 17)"2..0 09 81- SD(-1- () J- 74 - J11 L~ NORTHWEST IOWA AREA SOLID WASTE AGENCY
HAZARDOUS HOUSEHOLD MATERIALS REGIONAL COLLECTION CENTER
HHMRCC FIVE STATES ENGINEERING cO'MPAN¥ ELLIOT WADDELL, PROFESSIONAL ENGINEER CONSULTING ENGINEERS 19481 ECHO ROAD CONSlRUcnON SERVICES LAND SURVEYORS PROJECT MANAGEMENT SANITARY LANDRLL ENGINEERING WESTFIELD, IOWA 51062-8502 RURAL UTILITIES SOLID W ASTI:MANAGEMENT (712) 568-2162 MUNICIPAL SERVICES Fax (712) 568-3852
Nina Koger August 6, 2009 Iowa Department of Natural Resources, Land Quality Bureau Wallace State Office Building 502 East 9th Street Des Moines, Iowa 50319
Re: Renewal of HHM RCC permit, Northwest Iowa Area SolidW aste Agency Permit Number 84 - SDP - 07 - 06P - HHM
Dear Nina,
Please find attached three copies ofthe application and supporting documents for renewal of the permit for the Northwest Iowa Area Solid Waste Agency Household Hazardous Material Regional Collection Center. All materials are included in the three ring notebooks as required to process the permit renewal. The copy with original signatures on the application form is marked with tabs.
The facility was permitted at the time of the grant submittal and has now been in operation for one year. The materials as submitted are updated to reflect the current operation and facilities used. Mr. Larry Oldenkamp, the assistant manager ofNIASWA is certified for operation of the facility. Please call if you have qu~~tions we may answer.
Sincerely, SDP AMENDMENT #__ -1.-4 _ Five States Engineering Daite: f)cA·v ~ IZ \? ()O~
Elliot WUtidell, PE i.tLANS AND SPECIFICATION~ ;:::0 APPURTENANT TO PE~M:IT FOR SANITARY DISPOSAL PROJECT 1'~~. £>1- S D(7- 61-7Lf f-~~E DATED. tOe..Iv k:wt. 1 Z) 2tJv 1 IO\VA DEPAi{.Tl',/p~~TTe,F
LAND QUAL:;"'! c': \".' •." ,;-"'0EMENT
24265 AUGIO'09 Pt1 1 :39 / o New Permit X Permit Renewal # 84 - SOP - 07 - 06P - HHM o Permit Amendment
IOWA DEPARTMENT OF NATURAL RESOURCES • HOUSEHOLD HAZARDOUS MATERIALS PERMIT APPLICATION FORM 50H
Applications for Household Hazardous Material sites must be accompanied by the plans, specifications and additional information required by the applicable solid waste rules under Iowa Administrative Code 567 Chaptnrs 102 and 211 ..
Send completed applications with attached information to: Planning, Permitting & Engineering Section ------~---...... ,SDP AMENDMENT #:.-.._4L...- _ Energy & Waste Management Bureau Iowa Department of Natural Resources Date: DcA-t> ~ (A' l-z, ) 'La 0 ~ 502 E 9tli Street Des Moines, IA 50319
For questions concerning this application contact Nina Koger at 515-281-8986 or [email protected].
< SECTION 1. FACILITY CONTACT INFORMATION
,------,.--,---,------,r-=:-::-:--:------,.-::----:---:------'.Facility Name/Address: Site Legal Description: NORTHWEST IOWA AREA SOLID WASTE AGENCY Southwest Quarter Section 14, Township 96 North, 4540 360 th Street Range 43 West of the 5 th PM, Sioux County, Iowa Sheldon, Iowa 51201
Phone #: 712 - 324 - 4026 Fax #: Same Name/Address of Applicant: Name/Address of Facility Owner/Address (if different fro,n applicant): Same Same
Phone #: Fax #: Phone #: Fax #: Name/Address of Site Responsible O~iCi I: Name/Address of Design Engineer (P.E.), (if any): ~ bl!Ulk~ ,..{., "If""t- Da'~mp, Manager r U f) (;I.t 2cfVj Elliot Waddell Five States Engineering PC Northwest Iowa Area Solid Waste Agency ) I 540 360 th Street 19481 Echo Road heldon, Iowa 51202 Westfield, Iowa 51062 License #: Iowa 10231 I email: [email protected] email: [email protected]
Phone #: 712 - 324 - 4026 Fax #: Same Phone #: 712 - 568 - 2162 Fax #: 712 - 568 - 26S:i.J
IDNR FORM SOH· HOUSEHOLD HAZARDOUS MATERIAL (HHM) FACILITY PERMIT AP~1~~~~NAUG10'09 F'l-1 1:!¥je 1 of 3 \ . , .; ~ , ·t: ... • '- -'
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'., , SECTION 2. SITE INFORMATION
Check one of the following:
Household Hazardous Material Facility is part of the following solid waste comprehensive planning area:
Northwest Iowa Area Solid Waste Agency October 2008 (Planning Area) (Date of Last Approved Plan)
D This facility does not participate in a planning area within the state of Iowa other than its own.
* A solid waste comprehensive plan must be developed and approved by the department prior to issuance of a sanitar} disposal project permit. Please contact the department's Solid Waste Comprehensive Planning staff at 515-281-5851 for instructions and requirements for completing a comprehensive plan.
Days and hours of operation of the facility: Open to the public? ~ Yes DNo
RCC Facility 8:00 AM to 4:00 PM Monday through Friday
Mobile Collection per local schedule April 1 - October 1
Service area of the facility:
Current Members of NIASWA 28 - E Service Area
SIOUX County, LYON County, OSCEOLA County, O'BRIEN County, CLAY County except rural residents and residents of the City of Spencer, PLYMOUTH County - City of Akron only
Type, source, and expected volume or weight of waste to be handled per day, week or year:
Type of waste:
Source of waste:
Expected volume (choose one):
DDay _
DWeek _
~ Year 14 Tons/Year HHW + Exchange and Used Oil Recovery
List of Satellite facilities (if Host facility):
None
List equipment to be used and dimensions of building and design capacities of each: eceiving Building 30'x40'x14', Explosion Proof Storage Building 10'x32'x9' (holds 60 55 gal drums), Receivir g i abies - 250 Ib capacity, Scales - Sib, 200 Ib, 50 Ton, Hydraulic Paint Can Crusher, Pallet Jacks, Forklift, 500 gll Above Grade Used Oil Steel Barrel
IDNR FORM SOH - HOUSEHOLD HAZARDOUS MATERIAL (HHM) FACILITY PERMIT APPLICATION Page 2 of 3 SECTION 3. PERMIT APPLICATION CHECKLIST
Checking the appropriate boxes below certifies that the documents submitted in conjunction with this application form are complete and in compliance with the applicable chapters of the Iowa Administrative Code. hile some of the documents below may have been submitted previously, updated copies of each is required (0 e rovided with each ermit renewal a lication. Three (3) copies of each document shall be submitted. If Required Documents Attached Section A. Executive Summary ~ Section B. A map or aerial photograph [lAC 567 - 102.12(3)] ~ Section C. Organizational Chart [lAC 567 - 102.12(5)] ~ Section D. Construction Plans and Specifications [lAC 567 - 211.8(2)d] ~ Section E. Staff Qualifications [lAC 567 - 102.12(6) and 211.8(2)e] ~ Section F. Operations Plan [lAC 567 - 102.12(6) and 211.8(2)f(1)] ~ Section G. Contingency Plan (ERRAP) [lAC 567 -102.12(8),102.14, and 211.8(2)f(2)] ~ Section H. Proof of the applicant's ownership of the site or legal entitlement. [lAC 567 - 102.12(9)] ~ Section I. Closure/PostClosure Plan [lAC 567 -102.12(10) and 211.8(2)f(3)] ~ j •SECTION 4. APPLICANT CERTIFICATION CERTIFICATION I certify under penalty of law that this document and all attachments were prepared under my direction or supervision to assure that qualified personnel properly gathered and evaluated the information sUbmitted. Based on my inquiry of the person or persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I further certify that the construction and operation of the facility described above will be in accordance with the plans, specifications, reports and related communications accepted by the Iowa Department of Natural Resources and on file in its office; and in accordance with conditions imposed in the permit issued by the Iowa Department of Natural Resources. 5ignature~~ Date:" - j -iJf Printed Name: David Honkomp Title: NIASWA Manager , IDNR FORM SOH - HOUSEHOLD HAZARDOUS MATERIAL (HHM) FACILITY PERMIT APPLICATION Page 3 of 3 SECTION A. EXECUTIVE SUMMARY An executive summary shall be included with the permit application and shall address the following: alhe NIASW A Regional Collection Center for household hazardous waste is a new facility seeking a renewal of its first permit for .peration. The facility will continue to serve the NIASW A 28 - E service area, more specifically the counties of Sioux, Lyon, Osceola, O'Brien, that portion of Clay county excluding rural residents and the City of Spencer, and the City of Akron in Plymouth county. The RCC is operated to reduce the volume of unregulated potentially hazardous materials from reaching the sanitary landfill facilities. NIASW A also provides a mobile collection unit to serve special collection events at various sites in the NIASW A service area. • Summary of modifications, if any, t~ the facility that occurred during the current permit cycle. First Permit Renewal, Initial EXisting Building Planned Remodeling was Replaced with New Building, Added Paint Can Crusher as provided by IDNR grant program. • Summary of each special provision of the current permit to determine if it is to remain the same, be revised or be removed. SP - 1: Authorization to operate a temporary storage center ... Comment Service area as described herein is larger than the service area of the Agency (see above) SP - 2: Permit holder shall operate in accordance with the (hereby) approved Operations Plan Comment: Should be changed to delete "hereby" SP - 3: Permit does not authorize permit holder to process or otherwise chemically or physically modify ... Comment: No Change required or requested, SP - 4: Permit holder is authorized to utilize a mobile unit... Comment: No Change required or requested. SP - 5: All contingency and emergency operations shall be conducted The permit holder shall submit a revised ERRAP no later than November 30. 2006. Comment: The revised ERRAP was completed, received by the Department, 12-18..Q6 and added by an amendinentof the permit 2':'15-07. Language should be changed to reflect the current ERRAP thereby nullifying the need for amendment 1. • Summary of each permit amendment, if any, that occurred during the current permit cycle to determine if it shall • be included with the renewed permit. be revised or be removed. Amendment #1 dated February 15, 2007 approves the revised ERRAP~ The amendment is nullified by rewriting Special Provision 5 as noted above. • Provide documentation and certification as required for new permit amendment requests. if any. None Requested or Required • Provide documentation and certification as required for new variance requests from Iowa Administrative Code requirements. if any. " ,...... ,..,...... No Variances Requested or Required · l-'LANSA.ND Spl~CIFICATIONE: I I APpU~~TENANT10 I ::'.c}<1\.-::UtOR SANITARY DISPOSAL PROJECT I ~,:O. _a1- <; Ot'J- 01- 7lff- MLF=' i D!:~'I:0_Oc..:;ro t3et- 12) kcw5 IOWA DEPJ ..1(TV~1'rT JF • .. '" '.:"; SECTION B~MAP OR AERIAL PHOTOGRAPH LOCATING BOUNDARIES OF THE SITE [lAC 567 -102.12(3)] A map or aerial photograph shall be Included with the permit application locating the boundaries of the site and Identifying the following; •A copy of the aerial information from the State ofIowa, Iowa State University Geographic Information System has been attached A map or aerial photograph shall be included with the permit application locating the boundaries of the site and identifying the following; • North or other principal compass points. Located on each aerial photograph. • Zoning and land use within one-half mile. All Land within one half mile of the site is zoned for agricultural use. • Haul routes to and from the site with load limits or other restrictions. The primary haul route is State Highway 60 and 360th Street. State Highway 60 was upgraded to 4 lane divided highway in 2005. County road 360th Street is a gravel road that was regarded from H 60 to the NIASWA facility entrance with Floyd River ~est Branch) bridge replaced. No load restrictions. Secondary haul route is from Lily Avenue, a paved county road to 360 h Street. No load restrictions. Roads are shown on all photographs. • Homes and buildings within one-half mile. One home is located·appreximately 1800 feet east of the RCC at the northeast corner of the NE·% of section 17, T96N, R43W at the intersection of 360th Street and Log Avenue. All other homes in the area are greater than 2640 feet from the .reposed RCC location. . • Section lines or other legal boundaries. As shown on attached photos the RCC is located near the southeast comer of section 14, T96N, R43W of the 5th PM in Sioux County, Iowa. • Any nearby runway used or planned to be used by turbojet or piston-type aircraft at FAA certificated airports. The nearest airport is the Sheldon Airport. The nearest point on the runway is located 4.25 miles northeast of the proposed RCC site. The airport serves piston type aircraft . • . 0'lQ) 0> -l c:( Ia Hwy 60 350 th • 350 th Street 360 th 360 th Street • Ia Hwy 60 .c III • ~ (lJ ttl > ::Ec:( All Land within 2 mil~s of the RCC is Zoned Agri cultura1 'r' .~ ...•• \ "I ... • ,,}~Jd"J\ http://cairo.gis.iastate.edu/server.cgi/14389.jpg?laYeFortho_bw _2002~zoom=5&x0=2~ 10Jr212005 >, N ~ oN ;-=Q)I CJ)Q) -'r"" > -J o > -J c:( "~c:( - Ia Hwy 60 • 350 th 350 th 360 th 360 th"Street 370 th Street Ia Hwy 60 o o o Q) Q) Q) > > > c:( c:( c:( >, >,N Q) "~N- ~ I .....-J ..... -J- =:.<:: u ::E -M -_Spe.-_Q~_l~p- VlALf -OCTt>-Y3-.~ \Z \ UIlI~l .~,)~~~ http://cairo.gis.iastate.edu/server.cgi/14213.jpg?layer=ortho_bw _2002&zoom== 10&x0=26... 10/1212005 Ia • US Hwy 18 360 th • 360 thStreet Ia Hwy 60 I > ,r. j\.J:! ,\ \. r'} ~1Jl:(""I-<'T,·, ,,,-.-r--":\T'· . I ... "'-• ~ r.. ~,-- ~_.'...... ,~! .,'" _..'-../1 '\ "-- , I ' ) T T ,-, "p-- . , - \ ; \}.-J/._.-'_lH'!"['~_:-j' It' 1 I' " ~()R SANiTid~Yl)J,SfOS,\; P!V'~ . _:_ i :--~ _e?C:t_-S 1:) (?-= 0'-7~ y:>- wu....1= ;---"'--'- -OCJfr>_~.ee.-l~~_1 i I ... t ) ( :.i, 6, \~ r -', ... • http://cairo.gisJastate.edu/server.cgi/13921.jpg?layer=ortho_bw _2002&zoom=20&x0=26... 10/1212005 SECTION C. ORGANIZATIONAL CHART [lAC 567 -102.12(5)] ORGANIZATIONAL CHART • Northwest Iowa Area Solid Waste Agency Full Board 28-E Organization Site Owner, Permit Holder Northwest Iowa Area Solid Waste Agency Executive Committee General Representatives of Cities and Counties Provides general over site of operations to Agency Manager, Site Engineer, and Regulatory Agencies • Project Engineer Provides Engineering review of Site activities including operation, Construction, compliance testing, Site reports, and permit review Activities. Reports to Agency Manager, Executive Committee, and Full Board Agency Manager Provides Direct Daily Supervision of Personnel and Site Management to complete operation and construction of daily, seasonal, and final site activities. Provides Direct Contact to Regulatory Agencies, General Public, and • Contracted Groups SECTION D~CONSTRUCTION PLANS AND SPECIFICATIONS [lAC 567 - 211.8(2)d] The construction plans and specifications for the RCC shall Include: • A receiving area • Sorting area • • Separate storage areas for Incompatible materials • Roads • Structures • Fences and gates • landscaping and screening devices • Personnel and Maintenance facilities • Utility lines • Secondary Containment Allitems shown on site plans. • • NOTE' PRE'ENGINEERED BUILDING ~SIGN TO NORTH BE IN ACCORDANCE WITH AISC BURRIED POWERJ EXISTING I" WATER SPECIFICATIONS FOR THE DESIGN, I FABRICATION AND ERECTION OF - ~~'hERrglu~L I ;-SERVICE LINE STRUCTURAL STEEL FOR BUILDINGS. I I SNOW LOADING'35 LBSISF I. WIND LOADING-BI MPH ADP-I 26 GAGE GALVALUME • 12"- 600 CFM EXHAUST ROOF PANEL : ·1 fFAN WITH SHUTTER I; R R TRIM COLORED GUTTER R R' AND DOWNSPOUTS. BL O. _:-_~ ___ -t"t. ______R FURNISH AND INSTALL •I R-30 FIBERGLASS INSULATION +1!1, ! WITH VYNAL BACKING ON I CEILING-ROOF, i STEEL FRAME I ADP~f 26 GAGE COLORED FURNiSH AND INSTALL R-19 SIDEWALL PANEL. I FIBERGLASS INSULATION R I i WITH VYNAL BACKING ON I BUILDING SIDEWALLS. I I I ,-EXISTING BURRIED I_.-_~I - __ - - -- - I POWER SERVICE LINE ~ R I I / o +. "t BL BL I / FURNISH AND INSTALL I!J c:: : I FULL WALL HEIGHT ~ EXISTING BURRIED "":) I "'---,-POWER TO HAZMAT 'ADP-I 29 GAGE. WHITE /~ _ I BUILDING LINE R PANEL. o R Li/ R R S 0:: S, ,~ I I Q. J BREAKER-I I BOX -- .j.RL R .J BASE CHANEL WITH .J MASTIC SEAL - 'BL .... +RL ~ +RL -+ . ===~==t===r:;~i~r'-1-1/2" ORIP EDGE C R ~ 12"-575 CFM HAZARDOUS 5"pcc FLOOR ANCHOR BOLTS- z LOCATlONEXHAUST FAN 24" MINIMUM EMBEDMENT - WITH SHUTTER « +'lL BASEBOARD 50" MINIMUM 'i~~~~t_cNO.4 .J HEATER ."" ~~~gg S BOTH WAYS. .> ,1JL ~ i~~~~IgoB~~GN8f~~~)~18~ «~ TO CONSTRUCTION - FOOTINGS ;:... TO BE SIZED FOR A MAXIMUM SOlL .« BEARING OF 3OO0pSF. • ELECTRICAL FIXTURES' en~· BREAKER BOX -200 AMP MAIN, 20'CIRCUITS BL- BAY LIGHTING.-5 REQUIRED-APPLETON MODEL API575 WITH AARWI5ST REFLECTOR BUILDING TYPICAL «z MOlA'lT AT 12' ABOVE FLat'JR , ~« RL-RECESSED LlGHT-4REQUIRED-IC RATED HOUSING zen JL - ~AR LlGHT- 2 REQUIRED-LITHONIA MODEL WGCW 100lDWH - 100 WATT S-WALL SWITCH LOCATIONS R - DUPLEX RECEPTACLE-12 REQUIRED-HUBBELL MODEL CR-20 - 20 AMP BASEBOARD HEATER~IREQUIRED-7.?",120VOLT~,'2.5·A¥PS, 5000 BTUH WITH UNIT MOUNT THERMOSTAT POWER VENTS- SOUTH WALL-I2"-575 CFM atO.25"SP, HAZARDOUS LOCATION EXHAUST FAN AS SPECIFIED BY NEC ARTICLE 500 FOR CLASS I GROUP 0 VAPORS r 2",B" CEILING JOIST . - EAST WALL - 12"-600 CFM at 0.25'SP. COMERCIAL GRADE,- HEAVY 'DUTY EXHAUST FAN 6'FIBERGLASS INSULATION = ' -PROVIDE INTAKE GUARD AND SINGLE PANEL ALUMINUM FRAME EXHAUST SHUTTER FOR EACH UNIT .~ a'CEILING HEIGHTJ' J ADP-I 29 GAGE, WHITE RCC BUILDING ELECTRI·CAL LINER pANEL- CEILING ,tEXTERIOR BUILDLIIIG WALL iN 15',15' MATERIAL SWAP ROOM ~ND HALL AREAS. ADp -I 29 GAGE, WHITE 1.... --- LINER PANEL, BOTH SIDES OF PARTITION WALLS. ~=;~~~;;fl', 1-1/2"ORIP EDGE S"PCC FLOO.!' II~I----- 2",4"STUD WALL,16"C-C 6"pCC CURTIAN WALL R-19 FIBERGLASS INSULATION 11.-.1---- WITH APPROVED MOISTURE VAPOR BARRIER. 1/2" REROD 24" C-C 5/8" ANCHOR BOLTS AT ,72"C-C AND BOTH SIDES ------.. 2"EXTRUDE'D OF DOORS. " I~~---IPOLYSTYRENE R-IO BLUE BOARD I 5" PCC FLOOR ~ PERt'METER • CURTAIN WALL PARTI TIAN WALL f " I NORTH BURRIED POWER I I EXISTING" WATER LINE TO FUEL ...... r SERVICE L.INE - STORAGE I • I I • g~'O~CtR--, : HAZMAT STORAGE BUIL.DING ~XHAUST VENT EYE WASH 7 I : iI I MATERIAL SORTING I 36· WATER ' I SERVICE;"'v'CU ' 0- !.EXPANSION BY OWNER l--~~~11~GS~~~~~~~INE MATERIAL EXISTING 2d.40'-e"CONCRETE PAD ----1 OPERATING AREA I PAINT I BUL.KING ,I, AREA I 40' ~-,- -j CAN CRUSHER I ) ,. BULK PROPOSED 20'.40' SCAL.E 6· PCC BUILDING APPROACH SL.AB' 15lx 15' o MATERIAL SWAP J. ROOM +,--I/Z'EXPANSION MATERIAL. IS' 36·WAL.K THRUOOOR ~EXHAUST VENT Is' 20'1ll4'l'o~;' ~36· WAL.K THRU COOR • r------30' ~ SITE PLAN - TRIM COLORED GUTTERS ___WITH DOWNSPOUTS AT BUIL.DING CORNERS 14' SIDEWALL 14' '-', SIDEWALL. , 1 12'x 12 I 36" WAL.K THRU DOOR,i I 36· WALK THRU DOOR -.l : 'L. , OVERHEAD I I I !. 301 .1 1--:------,------_-. _~O': D':>~R '------:oJ.... CURTAIN WAL.L :~------::- C\JRTAIN WAL.L. WEST ELEVATION SOUTH ELEVATION • . U 1 n Z9IZ-89\O-ZIL 'Hd .:lO·1 NOIIJ3110J lVNOI~3a 03S0dOUd l1MOI '0131.:US3M 0110!:l'OH03 18t-61 .L33HS N'i1ld 31.IS ''I1M'S''I1TN £)NI~33NI£)N3 S31.'i11.S 31\1.:1 ~ H.L"tJO~t ~ " • JllIIIIJO.O~ • mC4lU""'''I . ,~ "..--- w u z .z "'"z .~• " iec.:.:,.-... .-;:...... ,...... --+'. :'-d, :::: 1 :1 " , ,I "\",, i;- I I I ~>- : ~ ,I U I ~. I I I , ,I ·S·· I > I • I 8 ! l:! g... , ~ I ~ , I , I !; " ,. , ,I I g'\ I I .~ \ "",\ ~ I i I 0-, I I "",\ I g I ~ , I ,. 0:: I t I ' 0= ".\ I, /. ! I , , \ ;:fl.. "~I , '. d : I \ 0 I -- - - - '~ "'- / J I \ I \ , , ,...." - ·0 ...... , .-.",'" ...... \ .j , ".\' I I I • • NORTHWEST IOWA AREA SOLID WASTE AGENCY HOUSEHOLD HAZARDOUS MATERIALS REGIONAL COLLECTION CENTER BUILDING AND EQUIPMENT SPECIFICATIONS ATIACHMENTS Detailed Specifications HHM RCC Operational Building 11 pages Detailed Specifications HHM RCC Storage Building 5 pages Hazardous Material Storage Building Plans 5 pages • Detailed Specifications HHM RCC Trailer 3 pages • DETAILED ·SPECmCATIONS NORTHWEST IOWA AREA SOLID WASTE AGENCY HHM RCC BUILDING PROJECT 2007 TABLE OF CONTENTS • Item. Description Page GENERAL 1 COMPLIANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES 1 CONFLICT OF IN'fEREST 1 SAFETY·REGULATIONS 1 BID BINDS 2 PERFORMANCE AND PAYMENT BONDS 2 BIDDER'S INFORMATION 2 COMPLETION DATE AND ENGINEERING COSTS AFTER OFFICIAL DATE OF COMPLETION 2 PROJECT SCIIEDULE 2 PAY ESTIMA TES 3 PRE-CONSTRUCTION CONFERENCE 3 SCIIEDULE OF WORK 3 INSPECTION 3 EXTENSION OF TIME 4 PROJECT CLEANUP 4 SITE GRADING 4 WATER SERVICE 4 COLUMN FOOTINGS ~ 4 • POURED CONCRETE CURTAIN WALLS 4 ANCHOR SYSTEM ~ 5 CONCRETE FLOOR 5 BUILDING CONSTRUCTION 5 EXTERIOR ROOF AND· WALL PANELS ~ 5 LINER PANELS 5 SANITARY SERVICE AND FLOOR DRAIN SYSTEM 6 WATER SERVICE 6 BUILDIN"G APPROACH PAD~ 6 INSULATION OF WALLS AND CEILING 6 OVERHEAD DOORS 6 WALK TlIRU DOORS 7" PARTITION WALLS 7 ELECTRICAL ~ 7 MEASlJREMENT AND PAYMENT ~ 9 MISCELLANEOUS INCIDENTAL ITEMS 10 • DETAILED SPECIFICATIONS HHM RCC BUILDING PROJECT 2007 e1. GENERAL: The work on this contract will be construction of a 30' x 40' free span metal building with a concrete floor, installation of insulation and a metal liner in the walls and ceiling of the building, installation of one overhead and four walk through doors and installation of associated electrical improvements, and construction of a 20' x 40' building approach pad. When requirements of the General and/or Standard Specifications conflict with these Detailed Specifications or the Plans, the Detailed Specifications and/or Plans shall govern. When requirements of the Plans and Detailed Specifications conflict with each other, the Detailed Specifications shall govern. Questions that arise because of said conflicts shall be submitted to the Engineer for clarification. The Contractor shall provide all necessary labor, tools, equipment and material required to complete the work in conformance with the Plans and Specifications. The work shall be completed in every detail despite the omission or specific reference to any minor detail. 2. COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND .ORDINANCES: The Contractor shall comply with all applicable Federal, State and Local laws throughout the duration of this Contract. The fact that the applicable laws are not specifically noted in the Specifications does not relieve the Contractor of his responsibility to comply with said laws. eThe contract shall be subject to the provisions of the following laws and others as listed in General Specifications and other parts of these specifications. a;) Iowa Civil Rights Act, Iowa Cod 19B.7 b.) Iowa Executive Order No. 15 of 1973 c;) Title VI of the Civil Rights act of 1964 (p.L. 88 - 352) d.) Iowa Civil Rights Act, Chapter 601A, Code of Iowa, 1977 e.) Minimum Wage Standards of Iowa 3. CONFLICT OF INTEREST: No member, officer or employee of the Agency, or its designees or agents, no member of the governing body of the locality in which the program is situated, and no other public official of such locality or localities who exercises any functions or responsibilities with respect to the program during his tenure or for one year thereafter, shall have any interest, direct or indirect, in any contract or sub-contract, or the proceeds thereof, for work to be performed in connection with this program. Conflicts of interest will - more particularly be as defined by the Code of Iowa Chapters 331, 362 and other provisions as may be applicable. 4. SAFETY REGULATIONS This Contractshall be subject to the provisions of the William-Steiger Occupational Safety and Health eAct of 1970 (OSHA). The cost of providing said safety measures shall be considered incidental to the project and shall be included in the bid prices submitted by the Contractor. 1 5. BID BONDS: Ifthe Contractor chooses to submit a bid bond in lieu of a certified chec~ the Bid Bond form enclosed in the Specifications shall be used~ NO OTHER BID BOND FORM WILL BEACCEPTEDBY THE • OWNER . 6. "PERFORMANCE" AND "PAYMENT" BONDS: The successful bidder shall be required to furnish a Performance and Payment Bond using the Construction and Maintenance Bond form or Construction Bond form included in the Specifications and Contract documents. NO OTHER BOND FORM WILL BE ACCEPTED BY THE OWNER Said bond shall be in an amount equal to one hundred percent (l00%) of the Contract price, said bond to be issued by a responsible surety approved by the Owner and shall guarantee the faithful performance of the Contract and the terms and conditions therein contained and the maintenance of said improvements for the Owner as required by law. 7. BIDDER'S INFORMATION: An extra Proposal form and Bid Bond are included in the back of the Specifications. The Contractor shall submit his Proposal and Bid Bond to the Agency in SEPARATE sealed envelopes. 8. COMPLETION DATE AND ENGINEERING COSTS AFTER OFFICIAL DATE OF COMPLETION: The completion date for this project shall be 40 calendar days after the Notice to Proceed is issued. The work covered by and included in this contract shall be prosecuted regularly and uninterruptedly from the • time specified for commencement until all work is completed in every detail to the satisfaction of the Engineer. Should the Contractor fail to complete the construction work on or before the specified date of completion, as noted above, it is understood that the Owner will sustain pecuniary damages in the form of, among others, extra engineering costs. It is therefore expressly agreed between the parties here concerned, that the' Contractor will remunerate the Owner for such pecuniary loss and damage by paying the Owner at the time of final settlement the pre-agreed amount of Fifty Dollars ($50.00) for eacband every calendar day accruing after the 40 calendar day period. 9. PROJECT SCHEDULE The approximate project schedule as shown below is presented to indicate the projected timetable of project events. The schedule is approximate and is intended to provide the bidder with,information of the Owners schedule of work anticipated in association with the project. The Contractor shall be responsible to develop his schedule of work to complete all work on the project within the allotted contract time period. September 12, 2007 Receive Bid Proposals Review Proposals Select Contractor , October 1, 2007 Complete Contract Submittals Order Building Materials • 2 September 15,2007- Removal of Existing Building ( BY OTHERS) October 15, 2007 October 22, 2007 Issue Notice to Pr~ Begin Concrete Work October 29, 2007 - Contractor to complete construction of building, • December 31, 2007 and improvements. January 3, 2007 Begin use of building by Agency The Owner anticipates that the site may be available to the Contractor prior to October 15, 2007. The site will be released to the Contractor at the earliest possible date. It is anticipated that a Notice to Proceed will be issued to the Contractor on or about October 22, 2007. The Notice to Proceed may be issued to the Contractor at an earlier date if contract submittals are submitted at an earlier date and the Contractor is willing to start work earlier. Calendar days will begin being counted after the Notice to Proceed has been issued. The Contractor is expected to order building materials and secure a delivery schedule as soon after contracts are signed as possible. Material delivery schedules shall be submitted to the Engineer for information purposes. The Contractor shall submit his proposed construction schedule to the Engineer for review and approval. The Contractor shall notify the Engineer if material delivery schedules are anticipated to alter the project completion schedule. 10. PAY ESTIMATES: The Contractor shall be paid in accordance with the terms set forth in the Notice of Hearing and Letting . • The Contractor shall submit monthly payment estimates to the Engineer for his review and approval no later than the first Friday of each month. Review of pay estimates for approval by the Owner will be made by the Executive Board at their regular meeting on the Second Wednesday of each month. A normal delay of 3 to 5 days will be anticipated by the Contractor between the date of approval of pay estimates and receiving of funds for payment of an approved pay estimate. 11. PRE-CONSTRUCTION CONFERENCE: Prior to commencing any work under this Contract, a pre-construction conference shall be held. The Preconstruction Conference is anticipated to be scheduled on or about October 1, 2007. 12. SCHEDULE OF WORK: The Contractor shall submit a proposed schedule of work to the Engineer for approval three (3) days prior to the pre-construction conference. This schedule, if approved, shall be adhered to unless changes are acceptable to the Engineer. 13. INSPECTION: Inspection of the construction work will be under the control of the Engineer. No work shall be started •without the approval of the Engineer . 3 14. EXTENSION OF TIME: Ifthe Contractor requests an extension of time to complete the project and said extension is allow~ the extension shall be made by issuing a Change Order to the contract. No other means shall be construed to be an official extension of the completion date. 15. PROJECT CLEANUP: • Inthe interest of the general public the Contractor will be required to schedule cleanup operations of completed construction as closely behind construction as possible. Site cleanup and final grading will be completed withfu 3 days of erection of the structure. 16. SITE GRADING: The Owner shall provide necessary fill and rough grading (within 2 inches) of the proposed building site. The contractor shall be responsible for final grading prior to construction of the floor. The contractor shall provide:final grading of the building site (within 20 feet of the building) after the completion of construction as directed by the Engineer and shown on the plans. The Owner shall provide sand and gravel from its onsite source for use by the contractor to backfill excavations and complete final grading prior to construction of the floor. The Contractor shall notify the Agency Manager of the anticipated volume of material required for construction activities at least 48 hours in advance of material needs. 17. WATER SERVICE The Owner shall install a 36" curb for access to a I" PVC wat~rline as shown on the plans near the • southeast comer of the proposed building. The Owner shall provide all plumbing in the proposed building. 18. COLUMN FOOTINGS: Column footings shall be sized to exert a vertical force of not greater than 3,000 P.S.F. on underlying clay materials. All loose un-compacted materials shall be removed from footing excavations. Column footings shall extend to a depth of not less than 60" below the proposed floor grade. Footings shall be constructed with a reinforcement basket as shown on the plans. Anchor bolts shall be tied to the reinforcement basket in a manner that will prevent vertical and horizontal movement. Anchor bolts shall be held in place vertically and horizontally thru the use of a wooden or metal anchor bolt template during cure of footing concrete materials. 19. POURED CONCRETE CURTAIN WALLS The Proposed 48 inch high poured concrete curtain walls shall be constructed as shown on the project plans. The portland cement concrete mix design shall be approved by the Engineer. Concrete shall have a 28 day compressive strength of not less than 3500 psi. Concrete shall be placed in uniform lifts and vibrated or worked in an acceptable manner to remove voids from concrete placed in trenches or along forms. Concrete mixes shall have a maximum allowable slump of 4 inches when placed in the forms. The~" reinforcement rods as shown on the plans shall be extended into the:first 24 inches of the concrete floor. The 2" extruded polystyrene R - 10 insulation (blueboard ) as shown on the plans shall be • supported in place to avoid movement during the placement of concrete. 4 20. ANCHOR SYSTEM: The building anchor system shall be constructed as a unit with the building footings. Anchor bolts shall • be tied to an approved reinforcement basket in the building footing. Anchor bolts shall be not less than 30" in length with a minimum embedment of24" into the proposed footing. Anchor bolts shall be of proper diameter and tensile strength to transfer all loadings to the building footings. The anchor bolt plan, size requirements, and column loadings shall be submitted to the Project Engineer for approval prior to construction. 21. CONCRETE FLOOR: The proposed concrete floor shall be a 7 inch thick portland cement concrete slab constructed over a 2 inch sand fill. Fill sand shall be furnished by the Owner. The 7" concrete floor shall be reinforced with W' rerod at 24" center to center in both directions, Rerod in the floor shall be tied with rerod from the curtain walls. Rerod used in the floor shall be adequately supported with metal stands to maintain a uniform reinforcement height of 2" above the subgrade. Concrete shall be placed using a vibratory screed. The finish floor grade shall be maintained at the perimeter of the proposed building. A floor slope of 2% (1/4 inch per foot) shall be maintained in the direction of floor drains for a distance of8 feet around floor drains. The concrete shall be finished with a "broom" type texture. Portland cement concrete mix design shall be approved by the Engineer, limited use of flyash will be allowed. Concrete mixes shall have a 28 - day compressive strength of not less than 4000 psi. Concrete mixes shall have a maximum allowable slump of 3 inches when placed. Contraction joints shall be sawed at 10' intervals. Sawed joints shall be not less than 2" in depth and shall be filled with an approved sealant in accordance with the manufacturers instructions. Each cold joint formed in construction will be located at a proposed contractionjoint .location. 22. BUILDING CONSTRUCTION: The building manufacturer shall submit three copies ofbuildmg structural and erection drawings for approval by the project engineer. The Proposed Building design shall be based on a structural ability to sustain a snow loading of 35 psf and a wind loading of 81 mph. Building design shall be in accordance with standards of the Metal Building Manufacturers Association Low Rise Building Systems Manual. Structural steel shall be in conformance with specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings by the American Institute of Steel Construction 23. EXTERIOR ROOF AND WALL PANELS: Roofpanels shall be type ADP-I, 26 Gauge, Galvalume material. Wall panels shall be type ADP-l, 26 Gauge, colored panels. Exterior wall panels for the proposed building shall be the same color as the existing structures at the site. 24. LINER PANELS The contractor shall furnish and install full height interior wall liner panels on the exterior walls of the proposed building as shown on the plans. The proposed liner panels shall be a type ADP-I, 29 Gauge .panel white in color. 5 25. SANITARY SERVICE AND FLOOR DRAIN SYSTEM: The Owner shall furnish and install a riser pipe and cap at a location near the 36tl water service line curb for future sanitary drainage. The cap shall be placed at the proposed floor drain and shall act as acleanout location for the existing drain line. 26. WATER SERVICE • The existing water service at the southeast comer of the building shall be protected during construction of the building floor and building liner. 27. BUILDING APPROACH PAD: The proposed 20' wide x 40' long building approach pad shall be a 6 inch thick Portland cement concrete slab constructed over a 2 inch sand fill. Fill sand shall be furnished by the Owner. The 6" approach pad shall not be required to be reinforced. The fmish pad grade shall be maintained at the perimeter of the proposed building at the elevation of the finish floor. A slope of 4 % (1/2 inch per foot) shall be maintained in the direction away from the building (south) with shaping as directed by the Engineer at the location of the Hazmat Building Pad. Concrete shall be placed using a vibratory screed. The concrete shall be finished with a "broom" type texture. Portland cement concrete mix design shall be approved by the Engineer, limited use of fly ash will be allowed. Concrete mixes shall have a 28 day compressive strength of not less than 4000 psi. Concrete mixes shall have a maximum allowable slump of 3 inches when placed. Contraction joints shall be sawed at intervals as shown on the plans. Sawed joints shall be not less than 2" in depth and shall be filled with an approved sealant in accordance with the manufacturer's instructions. Each cold joint formed in construction will be located at a proposed contraction joint location. The Contractor shall provide a 1/2" thick expansion joint fiberboard adjacentto the building and • a 1" thick expansion joint fiberboard adjacent to the existing 20' x 40' Hazmat building pad. The approach pad will be saw cut and sealed at 10 foot intervals to provide contraction jO$ts. 28. INSULATION OF WALLS AND CEILING: The Contractor shall furnish and install insulation of the side walls and the ceiling of the proposed building as shown on the·plans. Insulation is required in the partition walls and ceiling of the proposed hallway and the material swap storage room. Sidewalls insulation shall have a nominal R-19 rated fiberglass insulation with a vinyl backing. Roofinsulation shall have a nominal R-30 rated fiberglass insulation with a vinyl backing. Insulation in the roof area shall be supported adequately to prevent sagging between roof purloins. 29. OVERHEAD DOORS: The Contractor shall furnish and install one 12' high x 12' wide overhead door as shown on the plans. The overhead door shall have a nominal width of 12 feet with a nominal height of 12 feet. Overhead doors shall be·Clopay Model 3602 Insulated Steel Sectional Doors as manufactured by Clopay or an approved equal. The overhead door shall be·commercial grade doors constructed with hot dipped galvanized steel skins not less than 26 gage (0.016" thickness). The door shall have a 2" thick foamed in place polyurethane insulation core with a minimum R value of 17.5 and U value of 0.057. Air infiltration shall be 0.13 cfm based on a 25 mph wind. End stills shall be 16 gage steel and shall incorporate a thermal brake between inside and outside steel skins. Door tracks shall be 3" standard rails or heavier. EPDM • rubber seals shall be provided at section joints. EPDM rubber bulb type weather strip shall be installed at 6 the bottom of the door. The door shall be equipped with two 8" x 24" windows at a height of approximately 5 feet from the base of the door. The Contractor shall provide a 1/2 HP industrial grade electric opemtor with interior wall mounted controls as required for operation of door. The overhead doors shall be equipped with an electric sensing edge to stop the downward travel of the door if an eobstruction is contacted. A weather seal will be provided around the perimeter of all doors. Keyed locks shall be provided for the overhead door. The overhead doors shall be white in color. The overhead door to the operating area of the facility shall be set up 2" to accommodate a 2" spill curb. 30. WALK 11IRU DOORS: The contractor shall furnish and install four flush style metal insulated exterior doors with a nominal width of 36 inches. Doors shall have a nominal thickness of 2 inches and shall provide a minimum insulation R value of 17. Doors shall be equipped with an approved weather seal. Doors shall be equipped with windows with a minimwn size of 8" x 12". Doors shall be installed at locations as shown on the plans. Exterior trim shall be provided as required to finish to existing exterior metal sheeting. Interior trim shall be provided to finish to proposed interior metal liner panels. The doors to the operating area of the facility shall be set up 2" to accommodate a 2" spill curb. 31. PARTITION WALLS: The Contractor shall furnish and install insulated partition walls as shown of the plans to construct the proposed access hallway to the storage room. The proposed p~tion walls (and ceiling) shall be 2" x 4" stud walls, 16" C-C, with a nominal inside height of8 feet. The ceiling shall be constructed with 2" x 8" joists. Walls and ceiling shall be insulated with R-19 and R-30 fiberglass insulation and finished with white ADP-l 29 gage liner panel as shown on the plans. e32. ELECTRICAL The Contractor shall furnish and install a main breaker panel, one electric wall heater, lighting fixtures and outlets, as shown on the plans. All wiring and fixtures shall be installed in accordance with the Uniform Electrical Code for public building installations. All wiring shall be 12 gage or heavier with ground. All surface mounted wiring shall be in an approved metal conduit. All fixtures, switch~s, and receptacles shall be UL listed. The existing electrical service line from the existing service pole to the buildirig terminates at the location of the existing main breaker box. The Contractor shall provide all materials, necessary ~ounding and conduit beyond the existing electrical service line. The main breaker panel shall be a Square D Model Q013040M200 200 amp 20 space panel. Circuit breakers shall be Square D Qwik Open type breakers with Visa Trip indicators. Circuits shall be provided as shown below. Circuit Service Circuits Spaces Required Breaker Size Overhead Doors 1 1 single spaces 20 amp Bay Lighting l/Bay 3 single spaces 15 amp eOutlet Receptacles 3 3 single spaces 20 amp South Power Vent 1 1 single space 10 amp 7 East Power Vent 1 1 single space 10 amp Swap Room Wall Heater 1 1 single space 15 amp Swap Room and Hallway 1 1.single space 15 amp Lighting • Hazmat Portable Storage 1 2 single spaces 100 amp Building Exterior Fuel Storage Pumps 1 1 single space 20 amp 14 Spaces Used, 6 Reserved for future. The Contractor shall furnish and install 5 pendent mounted 120 volt, 2.5 amp, 300 watt incandescent light fixtures (3 per bay ) Appleton Model AP1575, with Appleton Model AARWI5ST standard dome reflectors. Each fixture shall utilize 1 - 300 watt bulb. Fixtures shall be suspension mounted at a height of 12'-0" above the floor grade. Lights in each bay shall be operated by a single switch. Each (3) bay light area shall be operated by three way switches to be located at the hall entrance and exterior entrance of the operating area The Contractor shall furnish and install 2 jar type wall fixture lights at each walk through door and between overhead doors as shown on the plans. Door lights shall be Lithonia Model WGCWIOOIDWH 100 watt incandescent light fixtures. Door light fixtures shall be operated from individual switches for each fixture. Door lights shall be wired with adjacent circuits for receptacles. • The Contractor shall furnish and install 4 recessed ceiling light fixtures in the proposed hall way and storage room. The fixture shall be open trim style with an IC rated housing. The Contractor shall furnish and install 12 commercial grade 20 amp duplex receptacles, Hubbell Model CR - 20, at locations shown on the plans. Receptacles shall be surface mounted, cover plates shall be metallic with selfclosing receptacle covers designed for exterior use; Three receptacle circuits will be installed. One circuit shall be installed on the east wall, one circuit shall be installed on the north wall, and one circuit shall be installed on the west wall. No receptacles will be located in the hallway of storage room. The Contractor shall furnish and install one 72 inch electric baseboard heater on the south wall of the material swap/storage room. The heater shall be a 120 volt/12.5 amp 5120 BtuH heater with a unit mounted thermostat. The heater shall be a QMark Model 2516NW baseboard unit with a QMKTAIANW thermostat or an approved equal. The Contractor shall furnish and install one power vents as shown on the plan along the south wall of the building. The power vent shall bel2" hazardous location exhaust fans constructed in accordance with NEC Article 500 specifications for Class 1 Group D applications. The exhaust fan shall provide 575 CFM air delivery at 0.25" SP. The power vent shall be located at a height of 10' above the finish floor. The vent shall be installed with an intake guard and an exterior aluminum wall shutter. The fan shall be controlled • by a switch at the south building wall at a location directed by the Engineer. 8 The Contractor shall furnish and install one power vents as shown on the plan along the east wall of the building. The power vent shall be 12" industrial grade exhaust fan. The exhaust fan shall provide a minimum of 600 CFM air delivery at 0.25" SP. The power vent shall be located at a height of 10' above the finish floor. The vent shall be installed with an intake guard and an exterior aluminum wall shutter. • The fan shall be controlled by a switch at the south building wall at a location directed by the Engineer. The Contractor shall furnish and install approximately 45 LF of conduit and 10 gage - copper wiring to the existing junction box located near the southeast building comer for power supply to the fuel storage pumps. 33. MEASUREMENT AND PAYMENT: The units of measurement and payment shall be those listed in the bid proposal and are intended to define major categories of work to be accomplished. The quantities as listed are intended to include all work, materials, labor, equipment, tools and machinery necessary to complete all work on the project. Minor work necessary to complete construction not specifically set forth in the plans and specifications shall not constitute claims for extra work orders. The measurement of work shall in general be defined as follows: Item No.1, Furnish and Construct a 30' x 40' - 14 foot Sidewall Metal Building, Lump Sum. The unit bid price shall be full payment for the completed construction of a 30' wide, 40' long metal frame structure and sheeted building with an 14' sidewall. The unit cost shall include the cost of column footings, 140 feet of curtain wall, building sidewall and ceiling insulation and miscellaneous appurtenances necessary for completed construction in accordance with these plans, specifications, • and manufacturers drawings. Item No.2, 5"· PCC Concrete Floor, 134 SY. The unit bid price per square yard of concrete shall be full payment for the completed construction of the 5" Portland Concrete Cement Floor Replacement. The cost to furnish and install fill Saild, concrete, contraction joints and sealing, and other miscellaneous items required for completed construction of the concrete building pad shall be included in the cost of this bid item. Item No.3, 6" PCC Building Approach Pad, 89 SY. The unit bid price per square yard of concrete shall be full payment for the completed construction of the 6" Portland Concrete Cement Building Approach Pad. The cost to furnish and install fill sand, concrete, contraction joints and sealing, and other miscellaneous items required for completed construction of the concrete building pad shall be included in the cost of this bid item. Item No.4, 12' x 12' Overhead Door 1 Each. The unit bid price shall be full payment for furnishing and installing one 12 foot wide 12 foot high overhead door together with all accessories noted and shown in the plans and specifications. Item No.5, 36" Walk Thru Doors 4 Each. The unit bid price shall be full payment for furnishing and installing four 36 inch wide steel exterior doors with frames, together with all accessories noted and shown in the plans and specifications. The cost for this bid item shall include installation of • interior and exterior trim and exterior weather sealing as required by the plans and specificati~ns . 9 Item No.6, 14' Liner Panel, 1216 SF. The unit bid price per square foot shall be full payment for the completed construction of liner panels and associated work for full height lining of the building sidewalls. Item No.7, Interior Wall Framing, 49 LF. The unit bid price per lineal foot shall be full payment for completed construction of all wall and ceiling framing as required to construct the hallway and • material swap room walls and associated ceiling framing as shown on the plans. Item No.8, Interior Wall and Ceiling Liner Panel, 1044 SF. The unit bid price per square foot shall be full payment for completed construction of all wall and ceiling liner panels as required to construct . the hallway and material swap room walls and associated ceilings as shown on the plans. Item No.9, Interior Wall and Ceiling Insulation, 672 SF. The unit bid price per square foot shall be full payment for completed construction of all wall and ceiling insulation as required to construct the hallway and material swap room walls and associated ceilings as shown on the plans. Item No.1 0, Electrical and Lighting, Lump Sum. The unit bid price shall be full payment for completed construction of all electric improvements including main breaker panel, wiring, lighting fixtures, power vents, electric wall heating unit, switches, receptacles and miscellaneous appurtenances as necessary for completed construction in accordance with these plans and specifications. 30. MISCELLANEOUS INCIDENTAL ITEMS: It is the intent of the bid items to include the cost of furnishing and installing all necessary items required for completed construction of the proposed building improvements in accordance with the plans, • specifications and manufacturers drawings.. Miscellaneous items incorporated in construction of an item, including removal of existing items required to complete construction, will be considered incidental to the primary bid item. The cost of final cleanup and grading within 20' of the new structure is considered incidental to the project. Other items not specifically mentioned herein but required for completed construction in accordance with the plans, specifications and manufacture's drawings are considered incidental to contract bid items. • 10 NORTHWEST IOWA AREA SOLID WASTE" AGENCY HOUSEHOLD HAZARDOUS WASTE REGIONAL COLLECTION CENTER SPECIFICATIONS AND SCOPE OF WORK For PREFABRICATED TWn ..HOUR FIRE RATED • PORTABLE HAZARDOUS MATERIALS COLLECTION CENTER STORAGE BUILDING I. General: The purpose of these specifications is to provide prospective bidders with information with information necessary to submit a proposal for the supply, delivery, site off.;.loading, and installation of one prefabricated hazardous materials temporary storage building. The Northwest Iowa Area Solid Waste Agency (NIASWA) intends to award a contract for the purchase of one pre-engineered HAZMA T building that meets the intent of these specifications and performance standards. NIASWA intends to use this prefabricated HAZMAT building as a portable facility at its Regional Collection Center ( RCC ) in which to collect and temporarily store the hazardous materials that it receives from households and conditionally exempt small quantity generators. The building will be occupied by NIASW A RCC personnel and independent contractors, who will identify, sample, transfer, manifest, and ultimately dispose of the household hazardous waste in accordance with regulatory requirements of the State of Iowa. 2. Scope of Work: These specifications describe the minimum performance standards and specifications for the design, fabrication, supply, delivery, site installation, and startUp of one factory built hazardOUS materialsrorage and collection building. Prospective bidders are instructed to carefully examine all sections of these specifications and the bidding documents r an accurate understanding of the building specifications and third party certifications, vendor qualifications, and • ope of work. J. Building Dimensions: This portable structure shall have nominal exterior dimensions of 10' wide x 32' long x 9' high and shall provide the capacity to store sixty (60) 55 gallon drums tightly nested on a single tier or the equivalent of 64,250 pounds of bulk material. 4. Building Description: The proposed building shall be a fire rated hazardous material storage building and shall be defined as a factory-built, relocatable storage and collection building. The portable building shall be designed as a separate, detached structure intended for the storage and containment of flammable liquids and household hazardous waste materials as dermed by the Iowa Department of Natural Resources (IDNR) and the National Fire ProtectiOn Association (NFPA)~ The building shall be Factory Mutual Approved for this purpose and shall be labeled with the Iowa State Building Seal for "Industrialized Building Structures" as evidence of compliance with those specific specifications. 5. Building Design Specifications - Materials: All materials shall be new and free from defects. The materials shall conform to the standards specified herein and labeled as required. Fireproofing materials shall be installed in accordance with UL Design U - 505 and ASTM EI19 test standards and the building shall be fabricated in accordance with the specifications contained herein. 6. Building Design Specifications - Structural: The building shall be designed and constructed in accordance with the results of professional structural analysis and •good engineering practices to satisfy the loads and specifications listed in these specifications . 7. Building Design Specifications - Loads: The building shall be designed and fabricated with all structural components~which conform to the specifications and load capacities listed below: Roof Live Load (snow) 40psf Wind Live Load 30 psf ( 110 mph) Floor Live Load 300 psf • Seismic Load Zone 4, Performance Category E Explosion Resistance 100 psf ( Walls and Roof) 8. Building Design Specifications - Component Fabrication: Components of building shall be fabricated in compliance with these specifications: Framing Members American Iron and Steel Institute: Cold;.formed Steel Design Manual Structural Steel American Institute of Steel Construction Studs and Runners ASTMA446 Shapes and Plates ASTMA36 Tubes ASTMA-500B 9. Building Design Specifications - Code Compliance: The building shall be designed and constructed in strict conformance with the following codes and standards: NFPA 30 2000 Edition, Flammable Liquid Storage International Building Code. 2000 Edition, Group H Occupancy Iowa Administrative Rules, Industrialized Building Structures Factory Mutual Research ( FMRC ) Approved Label, Class 6049 NFPA 30/68 2003 Edition, Explosion Relief Venting 10. Wall Systems: The walls shall be two-hour fIre rated load bearing construction in accordance with UL design U-50S and ASTM E119 Test Standards. The gypsum board shall consist of two layers offIre resistant Type X·Gypsum Board secured to the • interior side of the wall framing members to achieve a 2-hour fire rated assembly. All gypsum joints shall be taped and mudded. The walls shall be finished with 14 gauge galvannealed steel sheathing inside and out prior to painting. The galvannealed siding shall be heat treated to produce an iron-zinc alloy that is devoid of spangles. The wall system shall be designed to withstand the loads listed in these specifIcations. 11. Fire Rated Service Doors: The building shall be equipped with one set of 60"wide x 80 "high double doors. Doors and frame shall be UL Labeled and have a 1 % hour fIre resistance rating. The doors shall be equipped with an automatic closer, UL listed fuse IPtk hold open device for the active door leaf, top and bottom surface bolts mounted on the passive door and a three point locking handle for security. 12~ Ceiling / Roof Construction: The roof construction shall be UL Classified with a Class A Flame Spread Rating and an 1-60wind uplift rating. The roof deck shall be protected with two layers of 5/8" fire resistance gypsum to achieve a 1 Y2hour fIre resistance rating. The gypsum layers shall be fastened to the deck with 4" steel hex plates every 12 inches to damage under the wind uplift load. The roof support System shall be designed to withstand the loads listed in these specifIcations. The ceiling shall consist of 12 gage galvannealed steel joists welded perpendicular to roof framing members and protected with two layers of type C fire rated gypsum board. The joints in the frrst layer shall be offset with the joints tapped and mudded to maintain their integrity under frre conditions. 13~ Explosion Relief Construction: • The walls and roof assembly shall be reinforced to withstand an internal blast pressure of 100 psf. The explosion relieving vents ( Blowout panels) shall be designed to relieve pressure at 20 psf and be secured with tethered, FMRC Approved safety cables. The explosion relief panels shall be wall mounted and protected with interior security bars to prevent intrusion. The size of the relief openings shall be calculated on the basis of 1 SF of opening per 50 cubic feet of interior storage area as defined by NFP A 30/68. A minimum of two openings will be installed approximately one fourth of the length from each interior comer on the wall opposite the entrance doors. AJ. Secondary Spill Containment Sump: ~e building shall be designed with an integral spill containment sump located beneath the floor deck. The floor shall be elevated to prevent stored containers from coming in contact with spilled materials in the secondary containment sump. The sump shall contain spills equaling 25% of the buildings rated storage capacity. The sump shall be constructed of 10 gauge plate steel reinforced with structuralgrade tubing and function as the foundation and support for the building. The sump shall be seam welded, leak-tested, and factory certified for liquid tightness. It shall be epoxy coated for corrosion resistance and chemical resistance prior to shipment. 15. Floor System and Auxiliary Components - Floor Supports: The floor support system shall be fabricated with structural grade steel and tubing designed to withstand the loads as shown in these specifications. 16. Floor System and Auxiliary Components - Floor Deck: The primary storage platform shall consist of epoxy-coated, 1" thick steel bar grating secured to the floor support structure and laid in removable sections for easy access to the spill containment sump. 17. Floor System and Auxiliary Components - Hold Down Brackets: The building shall be equipped with four hold down brackets for wind uplift / overturning and seismic load ailchoring. 18. Natural Ventilation: The building shall be ventilated with through the wall openings (vents) positioned 12 inches above the floor deck to provide for maximum potential airflow and for removal of hazardous vapors. Each vent opening shall be protected with a UL Classified 1 ~ hour :fire damper with a fusible link assembly to maintain the fire resistance rating of the walls . Explosion proof Appliances and Equipment - Lighting: The building shall be equipped with four (4) equally spaced interior explosion proof lights with heavy duty glass ••globe, sealed aluminum housing and protective metal guard. The :fixtures shall be factory incandescent type bulbs of ISO watts each and UL Listed for Class 1, Division 1, Group C and D Hazard Locations. The lights shall be controlled by a UL Listed, Classl, Division 1 factory sealed tumbler switch rated for 20 amps, 120/277 vac and mounted next to the service doors. 20. Explosion proof Appliances and Equipment - Mechanical Exhaust Ventilation: The building shall be equipped with two (2) explosion proof mechanical exhaust ventilation systems, one located at each end· wall· of the building or an alternate approved location to provide efficient ventilation of the structure. Each ventilation fan shall use a continuous duty ball bearing, completely enclosed motor, which shall be 1/6 hp and 1725 rpm. The ventilator fan shall use a direct drive, propeller type non-sparking plastic blades. The fan shall provide 350 cfin of air movement ( 1 cubic foot of exhaust per square foot of floor area) and be controlled by a UL Listed, factory sealed tumbler switch mounted on the building exterior. The switch shall be rated for 20 amps, 1201277 vac. 21. Explosion proof Appliances and Equipment - Heaters: The building shall be equipped with two (2) UL Listed Class 1, Division I electrical convection type heaters, one located at each end wall of the building or at an alternate approved location to provide e,ncient heating of the building. Each heater shall be rated for 7600 watts ( 26,000 BTU ). It shall be controlled by a wall mounted thermostat that is UL Listed for Class 1, Division 1, hazardous locations and be rated for 22 amps, 125/277 vac. 22. Automatic Fire Detection and Suppression System: Each compartment of the building shall be equipped with an automatic dry chemical :fire suppression system designed r detection and suppression of a fire within the building. The system shall be self-contained and require no external • onnections. The unit shall be equipped with heat detectors which will identify internal room temperatures in excess of 165 degrees F and signal :fire suppression equipment to operate, and include agent tank, control panel, manual pull station, total flooding nozzles with fusible links, and pressure switch to shutdown the HVACsystem upon discharge. An audible alarm will be emitted upon activation of the fIre suppression system. 23. Thermal Insulation: The building walls and ceiling cavities shall be fIlled with fIberglass ( or equivalent) insulation to achieve a minimum • R-ll insulation value. 24. Servi~e Ramp : The building entrance shall be equipped with a portable diamond plate steel loading ramp with a 1/4 " deck plate, which is coated with a non-skid safety yellow fInish. The ramps shall measure 60" wide and 72" long and have a minimum 2000 pound live load capacity. The ramp shall be secured to the building threshold with two, 3/3" clevis pins that are mated to predrilled holes in the door threshold. 25. Signs andLabels: Hazard labeling shall be provided and include a Department of Transportation (DOT) placards, and National Fire Protection association (NFPA) 704 rating signs. The building shall be clearly labeled with the FMRC Approved Seal and the Iowa State Building CertifIcate for independent third party inspection and quality assurance. 26. Electrical System - General: The building shall be supplied with an internal electrical system meeting Class 1, Division 1 or 2 locations for the storage of Group C or D flammable liquids and hazardous materials as defIned by NFPA 30 and the National Electric Code. The internal electrical system shall consist of branch circuits, which supply dedicated hardwired loads. These specifIcations cover the electrical design and construction from and including the distribution to the branch circuit termination. 29. Conduits and Fittings: All conduits shall be threaded rigid metal conduit ( RMC ). All threaded joints in boxes and fIttings shall be made up of at least 5 full threads and have a %" per foot taper. Unions, elbows, pull boxes, and fIttings shall be UL Listed for hazardous locations. 30. Seal-offs: Seal-offs shall be UL Listed for hazardous locations and be located in each conduit run entering a sparking device such as switches, relays, and thermostats. The seal-off shall be located no more than 18 inches from the enclosure butmay be located on either side of the building walls. No fIttings shall be permitted between the walls and the seal oft: nor shall splices or tape be permitted in seal-offs. 31. Static Grounding: To minimize sparking hazards, the building shall be equipped with a static grounding connection and bonding system. This system shall consist of interior buss bar bonded to the metal frame of the building and an exterior grounding lug bonded to the building base. The building shall be equipped with an 8 foot copper grounding rod with ten feet of no. 6 copper connector for fIeld installation. 32. Supplier Responsibilities and Work Scope: The approved supplier of the building shall be responsible for executing and administrating the following scope of • work as stipulated in the contract documents: Design and supply of prefabricated HAZMZT storage building in strict accordance with the project specifications. . Delivery, off-loading, placement, and installation of the building at the designated location at the NIASWA RCC site. • Shimming and anchoring of the building to ensure level and plumb installation. Installation and commissioning of static grounding and bonding system and charging of dry chemical fire suppression system. Testing and balancing of heating and mechanical exhaust ventilation systems. Provide site representative to conduct startup of all electrical equipment and operational training of the NIASWA RCC personnel. 33. Product Certifications and Submittals: The approved building supplier shall furnish the following certifications for review by the Project Owner for quality assurance as the project proceeds and prior to completion of the project. Building layout drawing, electrical schematic, and appliance cut sheets. Four ( 4 ) sets of certified engineering shop drawings - to be delivered within three weeks after receipt of contract award. Iowa State Seal affixed to the building as evidence of conformance with Iowa State Laws. Certified report of hydrostatic leak test for spill containment sump. Owner's manual with maintenance instructions and warranty certificates for structural building • components and all factory installed appliances. Five Year Warranty for the building's wall / roof assembly, structural system and spill containment sump. One year warranty for all factory installed appliances. 34. Date of Building Delivery: The Building shall be delivered to the NIASWA site within 90 calendar days of award of contract. The building installation, on site setup, testing and startup, and operational training ofNIASWA RCCpersonnelshall be completed within 15 calendar days after delivery of the building. The building supplier shall coordinate delivery, installation, and operational training dates with the Manager ofNIASW A. • --'---' - I ~ I r ...... __ ~ __ --t~- l:o • '. SAFE BUILDINGS P. IS -..... 2300 N. 12TH STREET IS QUINCY, IL. 62305 " I;;;" IS -IS I-' .....1------321.11" ------'II~.. .." 100A 240VOl T SINGLE PHASE MAIN PANEL NEMA 3R MOUNTED AT LEAST S'FROM ANY OPENING ~ a: -P (I) 1N045 WITH CONTROL HEAD a: t.:- AND MANUAL PUll.. 3' fROM I-' a VENllLATION OPENING.~ IS IS " 71-0" 111 8'.6 INTERIOR .v 3J ---L. __ ....~~-----+----_------J...lI I <:'1 (1) 1.125CfM MECHANICAL (1) MAKE UP VENT L VellrrlLATOR WITH 11J2 HOUR WITH 11i2 HOUR LEXPLOSION PANEl WITH ANI8HBl U.L. APPROVED FIRE DAMPER. U.l. APPROVED OPENING 38"x78'" (19.51 SQ. Fr PER PANEL). EXPLOSEON PROOF ClASS 1 DIV 1 FIRE DAMPER USE (2) 70#1 AND (2) 110# EX BOL 18 FOR EACH PANEL. UGHT SWITCH AC1WATED. PANELS RELEASE AT 18.46 PSF. PANElS ARE TETHERED. SHUTS DOWN UPON DRY CHEM ACTIVATION.----l EX10F32 STHT SAFE BUILDINGS CORP. CIllO: ORAWNllY fmEETNO. 1402 Csears HA1l1'IQ OAT IS ORAWING PlUMBEFl to: U425 2 Hour 05(17107 ..... IS ADDITIONAL oes PTI 003 0" NW Iowa Solid Waste Agency REAR ELEVATION VIEW ~ Aoue5v 8)99M P1I °IMN M31A NOfl\fA313 .LH~n:l ruu NOl1dI1t~ "WNOIJJOlIV .....;:s) VOO . -. <;t lQlJ.llSO JnOHc::~t7n !SJ l:BiVinN ONIMWO 3! ;.y sJ88S0 ~OV~ 'ON133HS NMWO :aIBOt' J..a J,H1S ~::fO"X3 .d~O~ S~Nlallna 3=!VS 1'3001'l l:::I3dWVa 3HI:f 031\Ol:kJdV .,. n t:fnOH ~/~ ~ HltM lN3/\ dn 3>rVW (~) • ..O-,L :'>4 S) S) n ..,.-i ....D D"" uS-.S scree "11'AONInO .1.33\:ll.S Hll: ~ "N OOE~ .d1:jQOSDNfOlina 3~VS I SAFE 8U1LDINGS CORP. I~ 23()ON. 12TH STREET C! .,." QUINCY, IL 62305 l~ 9'-6" cs 100A 240VOl T ....cs SINGLE PHASE MAIN PANEL NEMA 3A MOUNTED AT LEAST 3' FROM ANY OPENING a ....~ a (.0. I- (J cs cs I " I I . I rrg]1 .. • .4· ~i 1,125 CFM MECHANICAL VENTILATOR IND45 WITH CONTROL WITH 11/2 HOUR U.L. APPROVED FIRE DAMPER. HEAD AND MANUAL PULL EXPLOSION PROOF CLASS 1 DIV 1 S' FROM VENTILATION OPENING. LIGHT SWITCH ACTIVATED. SHUTS DOWN UPON DRY CHEM ACTIVATION. IAQIJE\. EX10F32 STHT OM BY SltEETNO. 1402 CS8ars RATIHG CAli: DRAWING NUMBER co U4252Hour 05117107 (J II.OO1TlCNAL OESCRIJ'Tltm 005 a"" NW Iowa Solid Waste Agency TmE LEFT ELEVATlON VIEW a afVHO;:lO MliLGllfoll:llU MelA UBld (BJnlonJ1S At)Ua6V 9lS8M p, 900 3""lJ.ll. NOI.J.cll owwowoav LOIL~!S'O JnDHG SGtn I;I:!IW'~ al~IMYdO uvo ~ SJBOlS 0 em". "ON J1l3HS , [tl J,SNMWO :OIsor l'-41S cm:lO~X3 .deJO:) SE>NIOllna 3::1\(S 13QO\'1 "NOI.iVAtlOV vaHO A!:JO E>Nll.VOO1NV1SfS3l:f NOdO NMOO S10HS 'N3dO 0101-1)lNll 3Snd HJ.'f{~ 1V~tlI\13HOH.uM H01.1MS l.HE>11 '031VAL1.0V HOJJMS .!.HE>1l 11\fM NO Cf3~31""30 .:ISdOO~ ffMS" 1:I3dWVa 3l:1ld \iOOCJ :naooa ,,09X..09 .. Ala ~$S\l1O ~Ol:id NOISOldX3 03f\OtJddV'TO 31Vtle ~OOl:1 133.LS 1,nd WflN\1'W 'l:i3dW\lQ 3l:i1.:lQ3AOl:k!dV"r\ E)I::INOO.~x.t~nOH & {l;}\ ,,9"1£ HnOH ~!1.. .. H1lM x.i W3HOAllOl l:fnOH t:/L L H11Ml:I01VlflN3A lN3A dO 3)6'l1l~tz) "IIr.lINltH:>3l'lI'lJ:l !2'" W l DNJN3dO AftN Jl'40~.:l.S t. A10'~ 98'110 'lHOI1 "A'd'tl/\ AVW NO'l\fOO11Vl.SOl"a~H.1. 'I .lSV31 iV a31NOOV\l ~ ~ 1\10 •i SS\f10 "1O~.lN03 ~ INl'lOW 11\1"" ::I00~ tiE \fVtElN 13N\fd Nl'tt4,l n N01S01.dX3 il\>'M oo~(v) lVl$Orftl3Hl HlIM'liNn :10WOiloa ;aSVHd 31eNIS -f '1 Ol30\fCle>lfIJO\:l:l •.at 03.UlnOW 110J\Otr~\100 ~----4-1-1 D tJ31.'l1:IHOJ!.8ese'sa (a) "" :t "DNIN3dO NOI1.'tlU.N3A o 'd3~3H13131:lV S13NVd ":iSd 91"81 1.V3S\f313l:1 813NVd ~Otl:l ,& '1lnd WONVW ON" "13NVd H0\t3 tlO~ S1.108 X3 #O~ ~ (~) Gmt' #Ol. (zl3sn OV3H 10HlNOO HIIM 9tGNI h) --+-+- ...... :t '(13NVd H3d 1::1 'OS ~~'6~).8LX,.9E:E)NIN3dO '1 03HSlNI::I H.L,M13NVd NOIS01dX3 (G) 'I -f ,,~ ~-l ~.€ 90&ae '11 •.....:.JNIOO J.33l:11S HlZl 'N ooe~ "dHOO Sf)NIOllna 3:1"13 NORlHWEST IOWA AREA SOLID WASTE AGENCY HOUSEHOLD HAZARDOUS WASTE REGIONAL COLLECTION CENTER SPECIFICATIONS AND SCOPE OF WORK For • TANDEM AXEL ENCLOSED CARGO TRAILER 1. General: . The purpose of these specifications is to provide prospective bidders with information with information necessary to submit a proposal for the supply, and delivety of one tandem axel enclosed cargo trailer with a nominal cargo area of 7' x 14'. The Northwest Iowa Area Solid Waste Agency (NIASWA) intend to award a contract for the purchase of one enclosed cargo trailer that meets the intent of these specifications and performance standards. NIASWA intends to use this enclosed cargo trailer as a part of its Regional Collection Center (RCC) program. NWlASW A will use the cargo trailer to transport supplies to local collection sites and will transport collected materials that it receives from households and conditionally exempt small quantity genemtors to the RCC facility. The cargo trailer will be occupied by NIASW A RCC personnel and independent contractors during loading and unloading operations. 2. Scope of Work: These specifications describe the minimum performance standards and specifications for the design, fabrication, supply and delive:ry of one factoty built enclosed cargo trailer. Prospective bidders are instructed to carefully examine all sections of these specifications and the bidding documents for an accurate understanding of the trailer specifications and third party certifications, vendor qualifications, and scope of work. _ Trailer Dimensions: "is enclosed cargo trailer shall have nominal exterior dimensions ofT wide x 14' long x 6' high (walk in height). Trailer dimensions do not include the trailer hitch dimension. The trailer shall provide the capacity to carty the equivalent of 4,000 pounds of bulk material. 4. Trailer Description: The proposed trailer shall be an enclosed cargo tandem axel trailer with a bumper style hitch. The trailer shall be designed and manufactured for its intended use and shall be labeled with.the manufacture's specification plate indicating the trailer dimensions, capacities, and applicable federal specifications as evidence of compliance with those specific specifications. S. Trailer Design Specifications - Materials: All materials shall be new and free from defects. The materials shall conform to the standards specified herein and labeled as required. 6. Trailer Design Specifications - Structuml: The trailer shall be designed and constructed in accordance with the results of professional structural analysis and good engineering practices to satisfy the loads and specifications listed in these specifications. 7. Trailer Design Specifications - Loads: The trailer shall be designed and fabricated with all structural components, which conform to the specifications and load transporting capacities of the intended trailer use. The trailer shall have tandem axels and shall be designed to carty nominal loads of up to 4,000 pounds. ~. Trailer Design Specifications - Component Fabrication: ~e chassis including the frame, walls, and ceiling supports shall be constructed with a full tubular design. Components of building shall be fabricated in compliance with these specifications: Framing Members American Iron and Steel Institute: Cold-formed Steel Design Manual Structural Steel American Institute of Steel Construction Studs and Runners ASTMA446 Shapes and Plates ASTMA36 Tubes ASTMA-500B 9. Exterior Body and Chassis: The exterior of the body shall be constructed with a smooth rivet less 040 aluminum body system. The trailer roof • shall be single piece aluminum roof. Exposed steel portions shall be painted. The trailer undercarriage shall be steel painted with a permanent rust proofing. The trailer shall be white in color. Alternate colors may be accepted by approval ofNIASW A. 10. I1lterior Wall Systems: The interior walls shall be finished with 3/8" plywood liner panels. The interior walls shall provide 10 feet of 12 gage "E Track" on each wall to provide load securing for materials (barrels) to be hauled. E Track shall be mounted at a height of30" above the trailer floor. The wall system shall be designed to accommodate the safe transport ofloads identified in these specifications. Door openings shall provide seals to prevent entrance of dust and water. 11. Trailer Floor: The trailer shall be constructed with a 3/4" CCA treated plywood floor. All flooring and decking materials shall be adequately supported to carry the intended trailer loading. 12. Side Service Door: The trailer shall be equipped with one side access service door with a nominal width of 36 inches. The door shall be lockable and may provide a camber style or RV style lock. The door shall provide a dust seal along the exterior of the door. 13. Rear Ramp Gate: The trailer shall pe equipped with a spring assisted ramp gate with a transition flap. The ramp gate shall provide a 4000 • pound load rating. _ .. . . 14. Interior Lighting: The interior of the trailer shall be equipped with two 12 volt dome lights to be operated form single switch locations at the side access door and rear ramp gate. 15. Venting: The trailer shall be equipped with a positive pressure air vent system to reduce excessive dust infiltration. Venting shall prevent the entrance of snow, rain, and moisture from entering the trailer. 16. Exterior Lighting and Safety Marking: The trailer shall be equipped with all exterior lighting and safety markings as required state and federal regulations. Lighting shall include all required front clearance, side marker, license plate, and rear taillights with backup lights. Side striping tape will be provided in accordance with state and federal regulations ifrequired. 17. Trailer Hitch: The trailer shall be equipped with a 10K rated 2 5/16" coupler. The trailer hitch shall include welded safety chains and a 12 volt·Emergency Breakaway Battery SWitch. The construction of the trailer hitch and safety chains shall conform to all state and federal regulations. 18. Trailer Jack: The trailer shall be equipped with a 7K removable drop-leg screw jack. 19. Axels and Wheels: The trailer shall be equipped with tandem torsion axels. Each axel shall have a 3500 pound rating. Axels shall provide EZ lube hubs and grease caps. The trailer shall be equipped with 6 bolt pattern hubs. The trailer shall provide a 4 wheel electric brake system with a battery operated breakaway safety system. Wheel rims shall be white. Tires shall be new • radial type tires designed for trailer use with a minimum load rating of "0". A spare tire and wheel shall be provided with an external spare tire mount . 20. Fenders and Front Rock Guard: • Fenders shall be aluminum exterior styled fenders. The front rock guard shall be polished aluminum tread plate with a minimum height of 16". The rock guard shall provide full width coverage of the front of the trailer. The license plate holder shall be molded ABS with a built in light. The license plate holder may be attached at the fender or alternately located at the rear of the trailer in accordance with DOT requirements. 21. Electrical Connections: The trailer shall be equipped with an electrical connector as required for a 2008 Chevrolet Silverado 1500 with a factory tow package. The electrical connection shall be direct to the truck wiring and shall not require the use of adaptors. 22. Supplier Responsibilities and Work Scope: The approved supplier of the trailer shall be responsible for executing and administrating the following scope of work as stipulated in the contract documents: Delivery of the trailer to the NIASW A RCC site at 4540 360th Street, Sheldon, Iowa or to an alternate location approved by NIASW A. Provide training of the NIASWA RCC personnel for proper operation and maintenance of the trailer and trailer features. 23. Product Certifications and· Submittals: The approved trailer supplier shall furnish the following certifications and manuals. Owner's manual with maintenance instructions and warranty certificates for trailer, trailer components and tires. • Certificates of sale as required for registry of the trailer by NIASW A. 24. Date of Trailer Delivery: The Trailer shall be delivered to the NIASW A site within 60 calendar days of award of contract. The training of NIASWA RCC personnel shall be completed at the time of trailer delivery. The trailer supplier shall coordinate the delivery date with the Manager ofNlASW A. 25. Payment Upon Delivery: The Northwest Iowa Area Solid Waste Agency shall request proposals for supply and delivery ofthe trailer described by these specifications. The Agency shall review all proposals and notifY the successful bidder of acceptance of his proposal within 30 days of receiving proposals and provide the successful bidder with a contract for delivery of the specified trailer. The Agency shall provide full payment of the contract price upon delivery ofthe trailer to the Agency by the Contractor in accordance with the contract documents . • SECTION E. STAFF QUALIFICATIONS- The plan shall include documentation that all staff handling hazardous materials will have had the following: Staff Qualifications The current NIASWA staff manages the daily RCC operations. The site operators have received the OSHA 24 hour health and safety training as described by 29CFR 1910.120. The staff will receive ongoing training by the Hazardous Waste Contractor and other sources that shall include but not be limited to hazardous materials chemistry, personnel • and site safety, proper lab packing techniques, and proper transporting of hazardous materials. Staff will also pursue annual 8 hour refresher courses. All RCC staff operating a mobile unit for hazardous materials collection shall have received U.S. Department of Transportation 8-hour hazardous materials training. Initial staff training shall be completed prior to startup of operations at the NIASWA site. The following staff will operate the proposed NIASWA RCC: David Honkomp, Manager NIASWA: David Honkomp has served as the manager of the NIASWA since 1975. He is responsible for direction of daily operations of the sanitary landfill and material recovery facilities of NIASWA. David is certified as a Sanitary Landfill Operator in the State of Iowa. David has participated in previous HHW Toxic Cleanup Day Programs in the NIASWA service area. David will be responsible for direction of daily activities and assist in the operation of the proposed RCC. Susan McCarty, Office Manager, NIASWA: Susan McCarty has served as the office manager of the NIASWA since 1974. Susan is responsible for management of daily office activities, scheduling of public activities and promotion of educational activities. Susan has directed scheduling and promotion of previous HHW Toxic Cleanup Day Programs in the NIASWA area. Susan will be responsible for RCC facility operations scheduling and educational activities promotion. Larry Oldenkamp, Assistant Manager, NIASWA: Larry Oldenkamp has served as a site operator for NIASWA for over 10 years. Larry is certified as a Sanitary Landfill Operator in the State of Iowa and has completed required training to operate the RCC. Educational Staff NIASWA has developed numerous brochures concerning management of solid waste, recycling, and household hazardous waste materials. The NIASWA also utilizes numerous publications and brochures as prepared by the Iowa • DNR and the US EPA. Localbrochures have been prepared by the NIASWA staff,localpublic officials, and the Agency's consulting engineers. Future educational brochures, local publications and other educational information shall be developed using a similar methodology. NIASWA personnel and consultants shall develop generic materials and utilize State and Federal publications when available. NIASWA shall provide assistance to local city and county officials to provide information specific to a local community as required. David Honkomp, Susan McCarty and Larry Oldenkamp will be responsible for the continued development and promotion of educational activities associated with the proposed RCC. The assistance of consultants and local community officials will be utilized as necessary. ------1 • SECTION F• OPERATIONS PLAN [lAC 567 - 102.12(6) and 211.8(2)fJ The Operations plan shall include a detailed description of the disposal process to be used Including: • copy of the Operations Plan for the NIASWA RCC has been attached. • Schedule of operations. The RCC will be operated fro 8:00 AM to 4:00 PM Monday through Friday. Materials will be received by appointment. Mobile collection events will occur based on requests from member communities. • Standard receiving procedures for household and CESQG wastes Receiving procedures will be in general the same for residential households and CESQG participants. Appointments will be set by calling the NIASWA office at 712 - 324 - 4026. Questions at the time of setting an appointment will address the type and amount of material to be delivered at the time of the appointment. The participants will enter the NIASWA site and check in at the facility scale. The site will have signs directing participants to the RCC receiving area. Participants will be given·a materials receipt sheet to complete to identify their name, address, type and quantity of materials they have brought to the site. Participants will be asked to remain in their vehicle while RCC staff reviews information provided and inspects materials to determine material acceptability. RCC staff will unload materials into plastic tubs and transfer materials to temporary storage until ready to sort and pack the materials. CESQGs will be required to sign an affidavit stating that they meet the EPA requirements for waste disposal at the permanent facility. CESQGs will be assessed a charge for materials based on the quantity and type of material received. • Unknowns The NIASWA will make reasonable efforts to provide the participant with alternate disposal options for any unacceptable household hazardous waste material. e NIASWA RCC may, at its discretion, refuse acceptance of unknown materials and ask the participant to store the • known material at home until contacted by the Iowa Department of Natural Resources for disposal options. The staff will continue to work to further broaden disposal options to the public. To reduce the amount of non-acceptable items brought to the RCC, pUblic education materials will emphasize that if the resident does possess any of these materials, then the Iowa Department of Natural Resources should be contacted for disposal options. Public educational materials will state that unlabeled and unidentiftable containers will not be accepted althe ReC. If any unknown material is received, the participant will be asked to identify the type or usage of the material. Staff may, at its discretion, attempt to identify the material. If material is received but cannot be readily identified, it will be over-packed separately, logged as an "unknownR and held for contractor analysis. The regional HAZMAT Team may be called to test and identify such products. • Open or leaking containers Open and leaking containers of materials not bulked for disposal (paint) will be handled carefUlly, over-packed in a 55 gallon drum, labeled, and set in storage. Open and leaking containers of materials normally bulked for disposal (paint) shall be accepted and stored in a 55 gallon drum until further processed. • Large quantities of wastes Residential andCESQGs will be required to set an appointment for any quantity of waste brought to the site. During the appointment process the participant will be asked to identify the type and quantity of waste to be delivered to the RCC to ensure adequate storage is available for materials scheduled to be received. fliS information will be included in public education materials. • Recycling procedures for usable materials Materials received from participants at the RCC shall be inspected and identified by RCC staff. Usable materials with stable and secure containers may, at the discretion of the staff, be transferred to the SWAP area. SWAP participants may .-r.~8!the SWAP material area under the supervision of the staff and shall access the SWAP area by an exterior building ~ss to prevent SWAP participants from entry to sorting and packing areas of the RCC facility. • Disposal of non-hazardous waste In the event that non-hazardous materials are brought to the RCC or a mobile collection event, the staff will discuss alternate reuse or disposal options with the participant • Personal protection equipment A11'appropriate personal protection safety equipment such as Tyvek suits and' boot covers, protective gloves, eye protection, face respirators with suitable filters, etc. will be located and available at the RCC site and the mobile collection site. Staff will be trained to properly use personal protection safety equipment • Initial training requirements and continuing education of staff All staff in contact with materials received at the RCC has received a 24 hour HAZWOPER training course prior to working with operations of the RCC. Subsequent staff employed in the RCC facility will receive the same training prior to working in the RCC receiVing, identification, sorting, packing, and storage areas of the facility. Continuous in-house training will be conducted concerning household hazardous materials and their characteristics, emergency procedures, emergency equipment, emergency systems at the facility, and the emergency contingency plan. Other training will include procedures for using, inspecting, repairing, and calibrating facility emergency and monitoring eqUipment, instructions on using the communication systems, and implementation of the provisions of the emergency contingency plan. Basic first aid, CPR, and other safety training will be standard. Records documenting training will be maintained at the NIASWA facility office. Manifest training will be conducted by the respective waste disposal contractor . • I ,f _....~ I .. ,,' ~ • J. ~ ....1 ...... • • NORTHWEST IOWA AREA SOLID WASTE AGENCY REGIONAL COLLECTION CENTER FOR HOUSEHOLD HAZARDOUS WASTE MATERIALS OPERATIONS PLAN • NIASWA 4540 360th Street Sheldon, Iowa 51201 David Honkomp, Director Phone: 712 - 324 - 4026 email: [email protected] Prepared By: FIVE STATES ENGINEERING Elliot Waddell, PE 19481 Echo Road Westfield, Iowa 51062 Phone 712 - 568 - 2162 • email: [email protected] NORTHWEST IOWA AREA SOLID WASTE AGENCY REGIONAL COLLECTION CENTER FOR HOUSEHOLD HAZARDOUS WASTE MATERIALS OPERATIONS PLAN • General: 5 The NIASWA Regional Collection Center for household hazardous waste has been established for the purpose of reducing the volume of unregulated potentially hazardous'waste materials from the solid waste stream entering the sanitary landfill site. The facility shall provide receiving, material identification and sorting, packing and bUlking of waste materials, and short term storage prior to disposal by an approved contractor. The facility will not be a site for hazardous waste disposal. A SWAP area will be utilized to encourage the recycling and reuse of products in accordance with their original manufactured purpose. The facility will serve the NIASWA 28 - E service area, more specifically the counties of Sioux, Lyon, Osceola, O'Brien, that portion of Clay county excluding rural residents and the City of Spencer, and the City of Akron in Plymouth county. The facility service area will change to include all new members oftheNIASWA 28 - E agreement and service area. NIASWA will also provide a mobile collection unit to serve collection events at various local sites in the NIASWA service area. The RCC will also utilize a·prefabricated 10' wide x 32' long·x 10' high steel self contained explosion·proof storage building. The storage building will be used as a temporary storage facility prior to collection by an approved waste disposal contractor. The materials placed in storage will be stored less than 180 days. Activities: The activities at the permanent and mobile sites will include the following: 1. Receipt of residential household hazardous materials atthe RCC and mobile sites and CESQG materials at the RCC only. . . 2. Segmentation of these materials according to their hazard classification. 3. Lab packing of household and CESQG hazardous materials. 4. Storage of these items until picked up by a licensed hazardous waste disposal contractor. Schedule of Operations: The RCC will be operated fro 8:00 AM to 4:00 PM Monday through Friday. Materials will be received by appointment. • Mobile collection events will occur based on requests from member communities. Sources of Acceptable Waste: The NIASWA RCC will receive household hazardous materials from non-regulated urban and rural residential u~sand properly liste~ Conditionally Exempt Small Quantity ~enerators (CESQGs) !n the NIASWA Ice area. Small Quantity Generators (SQG) and Large Quantity Generators (LQG) WIllbe excluded from Eing the facility. There are exceptions for both CESQGs and residential sources concerning the types of acceptable waste as shown in this Operational Plan. 1. Residentiali Household hazardous waste from non-regulated private urban and rural residential sources will be accepted at the RCC. Residents will not be limited in the amount of materials brought to the facility. Each residential participantwill not be limited to the number of pounds of solid orgatlons of liquid waste per visit. Household participants will fill out a waste receipt card detailing the hazardous waste brought for disposal. Receiving and traffic procedures are detailed in other parts of this Operational Plan. A fee may be charged to residential participants based on handling, storage, and contractors disposal cost for material types. 2. Conditionally Exempt Small Quantity Generators (CESQGs) A Conditionally Exempt Small Quantity Generator or CESQG is defined by the US Environmental Protection Agency (EPA) and Chapter 211 of the Iowa Administrative Code, 567 - 211.31 455.81. Definitions of the CESQG criteria are as follows: A. A CESQG generates no more than 100 kilograms ( 220 pounds) of hazardous waste per calendar month. • B. A CESQG generates no more than 1 kilogram ( 2~2pounds) of acutely hazardous waste per month. C. A CESQG stores no more than 1 kilogram ( 2.2 pounds) of acutely hazardous waste on site. D. A CESQG does not generate or store more than 100 kilograms ( 220 pounds )of residue, contaminated soil, waste, or other debris resulting from acute hazardous waste spill. CESQGs must bring their waste to the permanent RCC. CESOG waste is not accepted at mobile waste collection events. CESQG participants bringing waste to the permanent RCC facility will be required to sign an affidavit stating that they have CESOG status. The CESQG participant will enter and exit the RCC site by way of an established traffic pattern. There will be no separate line for CESQG participants. A fee will be charged to CESGO participants based on handling, storage, and contractors disposal cost for material types~ If waste is suspected to come from Small Quantity Generators ( SQG ) or Large Quantity Generators ( LQG ), which do not meet the limits for acceptance, the Iowa Department of Natural Resources will be contacted and appropriate measures taken . • Standard Receiving Procedures for Household and CESQG Wastes: Receiving procedures win be in general the same for residential households and CESQG participants. Appointments ~II be set by calling the NIASWA office at 712 - 324 - 4026. The participants will enter the NIASWA site and check in at the facility scale. The site will have signs directing participants to the RCC • receiving area. Participants will be given a materials receipt sheet to complete to identify their name, address, type and quantity of materials they have brought to the site. Participants will be asked to remain in their vehicle while RCC staff reviews information provided and inspects materials to determine material acceptability. RCC staff will unload materials into plastic tubs and transfer materials to temporary storage until ready to sort and pack the materials. CESQGs will be required to sign an affidavit stating that they meet the EPA requirements for waste disposal at the permanent facility. CESQGs will be assessed a charge for materials based on the quantity and type of material received. Receiving Unknowns: The NIASWA will make reasonable efforts to provide the participant withaltemate disposal1options for any unacceptable household hazardous waste material. The NIASWA RCC may, at its discretion, refuse acceptance of unknown materials and ask the participant to stofe the unknown material at home until contacted by the Iowa Department of Natural Resources for disposal options. The staff will continue to work to further broaden disposal options to the public. To reduce the amount of non-acceptable items brought to the RCC, public education materials will emphasize that if the resident does possess any of these materials, then the Iowa Department of Natural Resources should be contacted for disposal options. Public educational materials will state that unlabeled and unidentifiable containers will not be accepted at the RCe. If any unknown material is received the participant will be asked to identify the type or usage of the material. Staff may, at its discretion, attempt to identify the material. If material is received but cannot be readily identified, it will be over-packed separately, logged as an "unknown" and held for contractoranalysis~ The • regional HAZMA T Team may be called to test and identify such products. Receiving Open or leaking containers: Open and leaking containers of materials not bulked for disposal (paint) will be handled carefully, over- packed in a 55 gallon drum, labeled, and set in storage. Open and leaking containers of materials normally bulked for disposal (paint) shall be accepted and stored in a 55 gallon drum until further processed. NIASWA RCCstaff will wear appropriate protective personal·safety equipment when handling· any open and I or leaking containers. Receiving Large quantities of wastes: Residential and CESQGs will be required to set an appointment for any quantity of waste brought to the site. During the appointment process the participant will be asked to identify the type and quantity of waste to be delivered to the RCC to ensure adequate storage is available for materials scheduled to be received. This information will be included in public education materials. • Waste and Handling Procedures: 1. Segregation and Sorting by Waste Characterization The primary method of waste characterization atthe permanent RCCfacility and mobile collection events will be through original container labeling. Materials will be segregated according to the DOT hazard classification prior to lab packing. • In the event that a label is missing, the participant will be asked to fill out an "Unknown Material" survey sheet The purpose ofthe "Unknown Material" survey sheet is to "gather as much information as possible - make an educated guess". Unknown materials may at the RCC staff discretion be accepted and tested to determine the type of material. Unknown materials accepted will be separated and stored as detailed in other parts of this operational plan. 2. Logging Wastes - Waste manifests A two-part copy, household hazardous waste log sheet containing hazard class, date packed, generic name of material and the amount contained, will be attached to each 55 gallon drum. One copy will be attached to the 55 gallon drum; another copy will be kept on file at the permanent RCC site. Documentation of disposal of the household hazardous waste will be done through manifests created by the NIASWA RCC staff and the hazardous waste disposal contractor. The copies of this manifest will be maintained at the NIASWA RCC and the NIASWA office. 3. Lab Packing All household hazardous waste received at the permanent facility will remain in its original container unless bulked, segregated according to hazard class, and then over packed in DOT specification lined fiber or open top, lock rim containers with vermiculite or similar absorbent material. Any corroded or leaking containers will be over packed ( placed into a larger compatible container) prior to placement in 55 gallon drums. • Containers used in lab packing household hazardous waste materials will be metal or fiber drums with open top secure outer rims. Containers will: a. Always be closed during storage and will be handled in a manner as to prevent rupture and leaking of the containers. b. Be stored in an area protected against excessive heat or cold. c. Be labeled "Household Hazardous Waste" and identified as to their hazard class. Lab packing and J or bulking of materials will only take place within the permanent RCC building located at 4540 360th Street, Sheldon, Iowa. Adequate space is available within the structure for these activities. Waste that poses special hazards will be over packed separately and segregated by hazard class, stored and disposed of on an individual basis as directed by the disposal contractor. 4. Bulking Bulking of flammable and oil based paint related products will occur as needed in the permanent facility. 5. Storage • The combined total storage capacity of the self contained storage structure at the permanent RCC site is sixty 55 gallon drums tightly nested on a single tier or the equivalent of 64,250 pounds of bulk material. Waste from mobile collection events will be unloaded and put into storage at the RCC. The length of time the containers will be stored prior to transportation and disposal by the hazardous waste disposal contractor will depend upon the volume received, but not to exceed 180 days. Inspections Inspections will be made weekly during normal business hours by NIASWA RCC staff. A facility equipment inspection will be conducted monthly by NIASWA RCC staff. The NIASWA RCC will be reviewed by Iowa • Department of Natural Resources upon request. Any facility deterioration or malfunction resulting in unsafe conditions will be remedied by the NIASWA 8CC staff. A hard copy of the NIASWA RCC household hazardous waste site inspection log will be kept at the facility recording all inspections. The log will include: Date Name of Authorized Person Doing the Inspection Notations of Any Observation Made Date and Notation of Corrective Actions Taken if Needed All permanent on site monitoring equipment and fire or spill response equipment will be inspected on a monthly basis and prior to site opening, or when packing or bUlking materials, and noted on a household hazardous waste equipment inspection log. This log will be maintained for a minimum of 3 years. Specific Waste Deteonination The NIASWA RCC Staff will be trained and instructed to develop waste determinations based on State and Federal guidelines. 1. Household Hazardous Waste Classification: The US EPA considers a household waste hazardous if it exhibits any of the following hazardous characteristics: • a. Ignitable b. Corrosive c. Reactive d. Toxic Under this definition, the EPA developed a list of broad categories of waste that can be COnsidered hazardous: A. Household Cleaners: They commonly contain constituents such as sodium hydroxide, caustic soda, petroleum distillates and isopropanol. B. Paint Products: This category contains such products as oil paints, solvents and adhesives. C. Lawn, Garden. and Indgor Pest Products: This category covers products such as herbicides, fungicides, and pesticides. D. Miscellaneous: Other sourcesofHHMs include photo processing chemicals, lead acid batteries and pool chemicals. • 2. Typesof Materials: "Household Hazardous Materials" HHM is defined by the Iowa Code 4558.1 (4) and by the Iowa Department of Natural Resources in the Iowa Administrative Code 567 - 144.3 (455B) and any amendments thereto. • 3. AcceptedMaterials: The household 'hazardous materials to be accepted at the NIASWA RCC; a permanent facility, will include the following types of materials: .Auto Products Solvents Paint Products Transmission Fluid Dry Cleaning Solvents Oil Based· Paints Engine Lubricants Mineral Spirits Spray Paints Additives Turpentine I Paint Thinner Stains Gasoline Treatments Alcohols Varnish Engine Cleaners Gun Cleaning Solvent Gasoline I Diesel Fuel Paint Stripper I Remover Brake Fluid Cleaners Pesticides Miscellaneous Floor Wax Yard I Garden Sprays Fertilizer Car Wax Roach Powder Weed Killer Furniture Polish Flea ITick Pet Products Lead Acid Batteries Spray Dust Cleaners Fly Strips Pool Chemicals Shoe Polish Moth Balls Butane Lighters Drain Cleaner Herbicides Glues I Adhesives Toilet -Bowl-Cleaners Bug Sprays! Cream Charcoal Lighter Fluid Oven Cleaners Rodent Poisons . Eye Glass Cleaner • Rust Removers Fungicides Jewelry Cleaner Metal Cleaners Algaecides Aerosols Spot I Stain Removers Mercury Fluorescent Bulbs 4. UnacceptableMaterials: The follOWingmaterials will NOT be accepted at this facility: Material Type Alternate Disposal Option Motor oil, oil filters and antifreeze NIASWA Oil Collection Site, Local Service Stations Fluorescent Light Ballasts Local Electrical Supply Latex Paint NIASWA SWAP Program Explosives Contact IDNR and Public Safety Officials Unknown I Unlabeled Products. See Other Parts of Operation Plan Compressed Gas Cylinders Local Product Supplier, IDNR Radioactive Waste Contact IDNR and Public Safety Officials Ammunition Contact IDNR and Public Safety Officials Infectious Waste ContactlDNRand Public Safety Offte;;ials Asbestos NIASWA Special Wastes Program Normal Household Batteries Local Retailer • Electronics NIASWA Material Recovery Program Hazardous materials broughtfrom Small Quantity Generators (SaG) and Large Quantity Generators (LQG) will not be accepted. The regional HAlMA T team will be notified for consultation and disposal of unacceptable materials. 5. Exemptions: According to the Iowa Administrative Code, household hazardous waste does not include: • Laundry Detergent Chlorine Bleach Personal Care Soaps Animal and Human Medications Motor OU·and·Additives Dish Washing Compounds Personal Care Products Cosmetics Pharmaceuticals Motor Oil Filters Latex paint will not be accepted, only specifically stated hazardous paint will be accepted foe storage and disposal. 6. Participant Instructions for Unknown I Unlabeled Materials: The NIASWA will make reasonable efforts to provide the participant with alternate disposal options for any unacceptable household hazardous waste material. • 9. Open or Leaking Containers: Instructions and Procedures: Open and I or leaking containers will be handled very carefully, over packed and placed into a 55 gallon drum, labeled and set in storage. NIASWA RCC staff will wear appropriate protective personal safety equipment when handling any open and I or leaking containers. • 10. Large Quantities of Waste: Residential andCESQGs will be required to set an appointment for any quantity of waste brought to the site. During the appointment process the participant will be asked to identify the type and quantity of waste to be delivered to the RCC to ensure adequate storage is available for materials scheduled to be received. This information will be included in public education materials. 11. Flammable Materials Flammable Materials Spill Procedures: If a dangerous amount of flammable material is spilled, the local Fire Department will immediately be contacted to assemble on stand-by at the scene before cleanup procedures are taken. All NIASWA RCC staff shall be removed from the RCC bUilding~ To provide employee protection and fire· safety from flammable gases at the site, the following procedures will be taken: A. All containerized drums of flammable materials will be grounded too reduce the possibility of sparks. Copper grounding cables will be on all metal storage containers. They will be used during bulking and filling operations to prevent sparks from igniting flammable liquids. B. To prevent spills, all materials will be placed immediately into designated spill containment storage areas. If a spill occurs, the appropriate action will be take place. This action will I include neutralization if necessary, then adsorption, decontamination, and cleanup. Any spilled materials in the storage area will be controlled with compartment sumps~ • C. Cleanup procedures will use the appropriate absorbent and I or neutralizing agent as necessary. If a spill occurs outside the area, spill booms will be used to prevent the material from leaving the area. All contaminated material will be cleaned up and placed into the appropriate storage containers for disposal. Education: NIASWA RCC and Existing Waste Management Programs: A Public Education Program will be enacted to serve the residents of the NIASWA service area. The program will augment existing educational programs and shall include: Brochures and Flyers will be available for distribution with Utility bills. Brochures and Flyers will be available for public distribution at local City Offices. Articles and advertisements will be published in local newspapers in the N1ASWA service area. NIASWA staff will provide presentations at local schools, civic groups, and service groups in the area. NIASWA will participate in local community events to present information. NIASWAwill, at its office, maintain a library of educational materials for pertaining to HHM· and CESQGs, for the purpose of loaning or copying, as appropriate, to residents and business in the NIASWA service area. • NIASWA RCC staff will provide tours of the RCC to schools, civic groups, and other interested parties. Recycling procedures for usable materials: Materials received from participants at the RCC shall be inspected and identified by RCC staff. Usable materials with stable and secure containers may, at the discretion of the staff, be transferred to the SWAP area. SWAP participants may enter the SWAP material area under the supervision of the staff and shall .• access the SWAP area by an exterior bUilding access to prevent SWAP participants from entry to sorting and . packing areas of the RCC facility. Disposal of non-hazardous waste: In the event that non-hazardous materials are brought to the RCC or a mobile collection event, the staff will discuss alternate reuse or disposal options with the participant. Personal protection equipment: All appropriate personal protection safety equipment such as Tyvek suits and boot covers, protective gloves, eye protection, face respirators with suitable filters, etc. will be located and available at the RCC site and the mobile collection site. A commercial first aid station will be available. Portable eye washing stations and drenching showers will be available at the RCC site. Staff will be trained to properly use personal protection safety equipment. Initial training requirements and continuing education of staff: All staff in contact with materials received at the RCC will receive a 24 hour HAZWOPER training course prior to the startup of operations of the RCC. Subsequent staff employed in the RCC facility will receive the same training prior to working in the RCC receiving, identification, sorting, packing, and storage areas of the facility. Continuous in·house training will be conducted concerning household hazardous materials and their characteristics, emergency procedures, emergency equipment, emergency systems at the facility, and the emergency contingency plan. Other training will include procedures for using, inspecting, repairing, and • calibrating facility emergency and monitoring equipment, instructions on using the communication systems, and implementation of the provisions of the emergency contingency plan. Basic first aid, CPR, and other safety training will be standard. Records documenting training will be maintained at the NIASWA facility office. Manifest training will be conducted by the respective waste disposal contractor. Security: 1. Permanent Facility: The permanent RCC site is located within a fenced-area and access is secured via a locked gate. The buildings at the site will be locked when not in operation. Keys will be retained by staff. Signs will be posted that unauthorized personnel are not allowed due to danger. Signs will be posted on all sides of the building to be visible from all directions of entry or access to the structure. No smoking signs will be posted on both inside and outside of the building walls. The Iowa Department of Natural Resources facility permit number will be posted. 2. Visitors: During collection hours; visitors will not be allowed to enter the storage facility. Only authorized staff, hazardous waste contractor personnel, and other authorized personnel will be allowed to enter the storage building. During non-working hours, weekends and holidays, the site will be closed and secure to prevent entry. Tours of the facility will be given as requested. Tour dates will be coordinated to prevent interference with facility operations. • Facility Closure: In the event that the NIASWA RCC is closed permanently, NIASWA will notify the Iowa Department of Natural Resources at least 180 days in advance of the anticipated closure date. Within 90 days after ~iving the final volume of waste; or 90"days after the notice of closure, whichever is later; allhousehqld ~rdous waste materials will be removed by the waste contractor. NIASWA will comply with all provisions of the closure I post closure plan according to 567 -104.11(4558) subrules 104.11 (1-3) of the Iowa Administrative Code. Details are included in the Closure I Post Closure Plan of this facility. Contingency Plan: A Contingency Plan has been established by the NIASWA and its consultants. A copy of the plan has been forwarded to all local law enforcement agencies, fire departments, local hospitals, and the county Emergency Management Director. The plan includes the following: Organizational Table Emergency Checklist Spill Procedures Fire and Explosion Procedures Personal InjUry Procedures Notification of Plan to Local Agencies Active Inventory List Informational materials have been developed to familiarize Police, Fire Departments, and Emergency Response Teams with the layout of the facility. properties of the waste handled, and any injuries or illness associated with these materials in the event of an emergency . • • SECTIONG. CONTINGENCY PLAN (ERRAPl[lAC567.102~12(8), 102.14(4), and 211.8(2)f(2)] Attach an ERRAP for the facility with this application. The ERRAP 1IUlJ' be submitted in a jomuzt chosen by the applicant. but shall, at a minimum, contain the components listed in Iowa Administrative Code sub",le 567-102.14(4) "Emergency response and remedial action plans. " revisede and approved ERRAP for the NIASW A RCC has been attached. The attached plan sections A - G descnbe the NIASWA . . .on and its relationship to other local agencies and response in emergency situations. Attachment Q deals specifically with ee Sanitary Landfill and Material Recovery facility. Section R deals specifically with the RCC and the provisions as listed below. In accordance with Iowa Code sect/on 455B.306(6)"d", owners and operators of all permitted sanitary disposal projects ate required to file an Emergency Response and Remedial Action Plan (ERRAP) with the department at the time of application for a permit, and to update the ERRAP upon subsequent renewals of such permits. The ERRAP shall establish provisions to minimize the possibility of fire, explosion, or the release of pollutants to the air, land or water that could threaten human health and the environment • • • EMERGENCY REMEDIAL ACTION RESPONSE PLAN NORTHWEST IOWA AREA SOLID WASTE AGENCY SANITARY LANDFILL PROJECT PERMIT NO. 84 - SDP - 1 - 74P • NIASWA 4540 360th Street Sheldon, Iowa 51201 David Honkomp, Director Phone: 712 - 324 - 4026 email: [email protected] Prepared By: FIVE STATES ENGINEERlNG Elliot Waddell, PE 19481 Echo Road Westfield, Iowa 51062 Phone 712 - 568 - 2162 • email: [email protected] EMERGENCY RESPONSE AND REMEDIAL ACTION PLAN NORTHWEST IOWA AREA SOLID WASTE AGENCY SERVICE AREA SANITARY LANDFILL AND SOLID WASTE DISPOSAL PROJECTS Projects Effected By This Plan: • The projects affected by this plan include solid waste disposal projects permitted in active operation and projects now operating in permitted closure periods. The active permitted solid waste disposal landfill sites in the Northwest Iowa Area Solid Waste Agency service area include: Northwest Iowa Area Solid Waste Agency Sanitary Landfill Project 4540 360th Street Sheldon, Iowa 51032 Telephone Number 712-324-4026 Permit No. 84-SDP-01-74P Northwest Iowa Area Solid Waste Agency Northwest Iowa Area Solid Waste Agency Material Recovery Project Household Hazardous Materials 4540 360th Street Regional Collection Center Sheldon, Iowa 51032 4540 360th Street Telephone Number 712-324-4026 Sheldon, Iowa 51032 Permit No. 84-SDP-03-89P Telephone Number 712-324-4026 Permit No. 84-SDP-07-06P-HHM The sites in permitted closure in the Northwest Iowa Area Solid Waste Agency service area include: City of Hawarden Construction and Demolition Disposal Site ( Closed ) 4253 BuchananAvenue • Hawarden, Iowa 51023 Telephone Number 712-551-2565 Permit No. 84-SDP-02-74P The cities and towns in the five county service area of Clay, Lyon, Osceola, O'Brien, and Sioux have numerous closed city dump sites which were closed prior to the development of solid waste disposal rules. Emergencies arising at these sites should be handled in accordance with the basic elements of these plans. The development of the Emergency Response and Remedial Action Plan ( ERRAP ) is required by the Iowa Code of Law 455B.306(6)d and must be updated at the time ofrenewai or change to solid waste project permits. I. PURPOSE The purpose of this plan is to enhance the ability of the Northwest Iowa Area Solid Waste Agency and its member communities to: 1. Identify the hazards that will impact the safety, health, or lives of the citizens, property, or environment as a result of the operation of the landfill disposal project. 2. Reduce the vulnerability or avoid potential disasters as a result of site operations. • 1 3. Coordinate response to emergencies or disasters. 4. Insure the continuity of site operations. 5. Provide for the return to normal operational procedures after an emergency within a minimal period of time. • Incorporation to County Emergency Operation Plan: The Emergency Response and Remedial Action Plan for the Northwest Iowa Area Solid Waste Agency Service Area is intended to be complementary to the Emergency Operations Plan of each of the five counties in the service area. It is the intent of this plan to be incorporated in the basic Emergency Operation Plan of each county in the service area. Plan Updates: This Emergency Response and Remedial Action Plan shall be reviewed annually and at the time of each permit renewal. Future changes shall be completed and submitted at the time of permit renewal or at other times as necessary to reflect changes in local Emergency Management Plans. Emergency Response and Remedial Action Plan Training: Each local entity shall provide annual review and training of the emergency response and remedial action plan for effected emergency service providers in their respective communities. NIASW A shall coordinate its annual training with area emergency service providers: NIASW A shall review employee responsibilities in the Emergency Response and Remedial Action Plan as a part of new employee orientation training. NIASW A shall train all employees and shall provide annual training updates to its employees for programs to check incoming loads for conditions which may avoid or minimize the impact of emergency response incidences. • General Response Procedures: It is the intent of this plan to assess procedures to allow the NIASW A sites to remain open to allow service of waste disposal during all emergencies. In the event of an on·site emergency waste materials may be off loaded at an area as close to the active fill and disposal areas as possible, temporarily covered as necessary, and moved to the active fill site as soon as practical. In the event of an extended closure of the site the Agency Director shall contract with an alternate approved landfill for the disposal of solid waste and the solid waste collected from member communities shall be temporarily diverted to that site until the operations at the NIASW A site are resumed. Definitions: Spill means to allow or cause, especially in an unintentional or accidental manner, to run, fall or flow over from a receptacle or container, usually with resulting loss or waste; said of a liquid or a loose or granular substance ( Webster's ). Release means any spilling, leaking, pumping, pouring, emitting, emptying, discharging, injecting, escaping, leaching, dumping, or disposing into the environment of a hazardous substance ( from IAC455H103.13 ). Off Site Release means the spill or release of waste· substances outside the boundaries of a site • permitted and approved for the disposal of a particular class or type of waste. 2 II. SITUATION AND ASSUMPTIONS A. Several types of hazards including tornadoes, floods, blizzards and other forms of a natural disaster pose a threat to the lives, property or environment in the Northwest Iowa Area Solid Waste Agency service area Technological hazards include • transportation accidents such as collection vehicle accidents or the major accidental release of a hazardous material. R Outside assistance from adjacent and higher levels ofgovernmen4 and non- government organizations may be available under localized emergency conditions. However, it is assumed that during widespread disasters affecting large areas of the state of nation, outside aid could be severely limited or unavailable for long periods of time. Ineither case, the immediate, lifesaving aid must come from the jurisdictions affected. C. The Northwest Iowa Area Solid Waste Agency and the cities and towns of the service area have capabilities which, if effectively used in the event of any emergency, would maximize the survivability oflife and property. These capabilities include the personnel, equipment, and skills of the area forces; the medical, health and allied professions; and other non-government professions and groups. Finally, they include knowledge of survival actions possessed by the population. D. It is assumed that in anticipation of some natural disasters or civil disturbance situations, the local governments may be able to take actions that could further increase capabilities. F. It is assumed that there is no formal Emergency Operations Center for use by the Northwest Iowa Area Solid Waste Agency or the Cities and towns of the service area. The central operations area in case of an emergency will be located at a location selected by the Emergency Management Coordinator near the situation site. • G. It is assumed that any event will be coordinated by the chief elected officials of the town of the event occurrence. The Agency Manager will serve as the Emergency management Coordinator for events occurring atthe Northwest Iowa Area Solid Waste Agency sanitary landfill site. H. This plan assumed that the County Emergency Management Coordinator may or may not participate directly in the emergency operations of the city/town until county resources are requested. Then it is assumed the County Emergency Management Coordinator implements the County plan. I. The county evacuation plan shall be utilized in the event of an emergency. It is assumed that people will provide their own transportation in case of an evacuation which occurs before county evacuation procedures are activated. III. CONCEPT OF OPERATIONS: City/town officials have primary responsibility for disasters which take place inthe jurisdiction. They will activate the appropriate agencies/personnel to deal with the disaster. The chief elected official (or if one has been appointed, the city/town emergency coordinator) is responsible for coordinating the response of agencies/personnel and coordinating the response with county officials if county assistance is necessary. Actions that the city/town and county should consider when this plan is activated. • 3 1. City/town agencies assess the nature and scope of the emergency or disaster. 2. If the situation can be handled locally, do so using the procedures in this plan, as appropriate . a. The local chief elected official or their designee as described in section IT • coordinates all emergency response actions. b. The local Emergency Management Coordinator as described in section IT declares a local state of emergency and notifies the local county Emergency Management Coordinator of this action. c. Forward the local state of emergency declaration to the county Emergency Management Director office. e. City/town emergency response officials/agencies respond according to the checklists outlined in the Attachments A-K. f. The local chief elected official or their designee as described in section IT directs local departments/agencies/personnel to respond to the situation. g. The local chief elected official or their designee as described in section IT issues directives as to travel restrictions on local roads and recommends protective actions if necessary. h. Notify the public of the situation and appropriate actions to take. 1• Keep county officials infonned of the situation and actions taken. 3. IfNorthwestIowa Area Solid Waste Agency or local city and town resources • become exhausted or if special resources are required, request county assistance through the County Emergency Management Coordinator. 4. If assistance is requested, the County Emergency Management Coordinator assesses the situation and makes recommendations. 5. The county will do the following (to the extent appropriate): a. Activate the County Emergency Operations Center. b. Implement the County Emergency Operations Plan. c. Respond with county resources as requested and available. d. Activate mutual aid agreements. e. Coordinate available county resources with city/town resources. f. Notify Iowa Emergency Management Division g. Initiate the Damage Assessment process. . h. Forward Initial Desk Report (IDR) fonn to Emergency Management Division. 1. Assist city/town with prioritizing and allocating resources. 6. If city/town and county resources are exhausted, the County Emergency Management Coordinator can request state assistance through the State Emergency Management Division . 7. If state assistance is requested, the Emergency Management Division • Administrator, County Emergency Management Coordinator, and the local chief 4 elected official or his designee will assess the disaster or emergency sitilation and recommend that personnel, services and equipment be made available for response, mitigation or recovery. 8. The State Administrator of Emergency Management notifies the Govemorand makes recommendations. 9. If state assistance is granted, procedures shall be followed as stated in the Iowa • Emergency Plan and the County EOP. 10. Operation Policies a. Within local city and town limits, local city and town officials will be responsible for the direction and control of emergency operations, and will utilize the regular, auxiliary, or volunteer resources of city or town government. They will also be responsible for coordinating with others to provide for those emergency operations not within the capabilities of city or town government forces. b. Within the Northwest Iowa Area SolidW aste Agency landfill boundaries the Agency Manager will be responsible for the direction and control of on-site emergency operations, and will utilize the regular resources of the Northwest Iowa Area Solid Waste Agency. The Agency Manager will be responsible for coordinating with others to provide for those emergency operations not within the capabilities of Northwest Iowa Area Solid Waste Agency forces. c. Within county boundaries but exclusive of incorporated cities, county officials will be responsible for direction and control of emergency operations, and will utilize the regular, auxiliary, or volunteer resources of county government. They will also be responsible for coordinating with others to provide for those • emergency operations not within the capabilities of county government forces. d. In an emergency affecting more than one political jurisdiction, officials of all jurisdictions involved will coordinate their services to the maximum extent possible. e. Each agency, department, or service government shall provide for the maintenance of records during an emergency. These records should include man- hours, equipment hours, supplies and materials consumed, injuries to personnel, and damage to public facilities and equipment 11. Lines of Succession The following lines of succession have been established for local cities and towns: a. Mayor b. Mayor Pro- Tem c. Councilman (to be elected by council) The followmg lines of succession have been established for the Northwest Iowa Area Solid Waste Agency landfill site: a. Agency Manager b. Agency Assistant Director • 5 IV. ORGANIZATIONIRESPONSIBILITIES A. Existing local government and solid waste agency is the basis for emergency operations. B. As a general rule, county officials will be primarily responsible for carrying out • emergency functions outside municipal limits and city or town officials will have the corresponding responsibility within their municipal limits. Exceptions are organizations such as fire departments, schools, and medical facilities whose geographical boundaries do not coincide with corporate limits. C. Organizational Chart for the local cities and towns of the Northwest Iowa Area Solid Waste Agency service area is included as a part of local town and city Emergency Operation Plans. The organizational chart for the Northwest Iowa Area Solid Waste Agency is: a Full Agency Board Appointed officials from each member city, town and county in the service area responsible to oversee the general operations of the Agency. The Full Agency Board meets annually to direct general operations. b. Executive Agency Committee Representatives appointed from the Full Agency Board responsible to oversee the monthly operation of the Agency. The Executive Committee directs the general activities of the Agency Manager. c. Agency Manager Agency employee responsible for management of daily ,operations and enactment of procedures established by Executive Agency Committee and Full Agency Board. • D. See Attachments A-K for emergency responsibilities of key officials in this jurisdiction. • 6 V. ADMINISTRATION AND LOGISTICS A. The chief elected official or their designee may request support through the County Emergency Management Coordinator. The Coordinator coordinates the request with the State Emergency Management Division. The Division then requests a Governor's • Proclamation of Disaster to activate state resources. Town and county resources must be exhausted before a Governor's Proclamation of Disaster can be requested. B~ Support from federal and state agencies may be requested through the County Emergency Management Coordinator. The Coordinator coordinates the request with the State Emergency Management Division. The Division then requests a Governor's Proclamation of Disaster to activate State resources. If local and state resources are exhausted, the Governor may request a Presidential Declaration to activate federal resources. C. State agencies and local government emergency responsibilities and support functions are described in the Iowa Emergency Plan (1996). This plan is available in the county Emergency Management Coordinator's Office. VI. PLAN DEVELOPMENT AND MAINTENANCE The local chief elected official or their designee shall be responsible for exercising or testing, evaluating and revising and updating this plan and its supporting documents (SOP's). The local chief elected official or their designee may appoint necessary persons to assist in plan development and maintenance. This process should take place least annually. The local chief elected official or their designee is responsible for ensuring that after-action reviews of all exercises and major incidents are conducted. The plan development and maintenance process is necessary to keep the plan from becoming outdated beyond usability, to continually 'refinethe plan, and keep those responsible for implementing the plan familiar with its contents. • VII. FUNCTIONAL OPERATIONS CHECKLISTS ATTACHMENTS· A - K for individual towns and cities provide functional operations checklists for local community responses. ATTACHMENT A - G as contained herein are to provide a functional operations checklist for response at the Northwest Iowa Area Solid Waste Agency landfill site. • 7 ATTACHMENT A Direction and Control AGENCY MANAGER The Northwest Iowa Area Solid Waste Agency Manager is responsible for the overall • management of the Northwest Iowa Area Solid Waste Agency sanitary landfill site. The following tasks represent a checklist of actions that should be considered in an emergency or disaster situation. Agency Manager should: (J Notify other Agency officials including the Executive Board Chairman. (J Notify key Cities and Towns a Authorize activation of sirens or other warning systems. a If conditions warrant, report to the pre-designated meeting place. The pre-designated center for operations is the landfill office. (J Activate the Alerting List: Cl Agency Chairman (J Fire Chief of the City of Hospers and the City of Sheldon (call 911 ) (J Representative of medical profession ( call 911 ) a Sioux County Sheriffs Department (call 911 ) (J Sioux County Communications Department (call 911 ) (J Sioux County Highway Department - Engineers Department (call 911 ) (J Project Engineer (J Make sure those who have a part in the plan understand what they are to do (i.e.: report to a pre-designated meeting place or do a specific task). (J Ensure that the person designated to provide an initial damage assessment and casualty report • has been activated. (J Ensure that initial disaster assessment information is relayed to the Site Emergency Coordinator and to the County Emergency Management Coordinator. (J Evaluate available resources, including personnel. If deficiencies exist, take action to obtain the needed resources. a Be p~epared to issue a declaration of emergency. (J Ensure the Public Information Officer (pIa) and/or designated person is notified. (J Ensure that all department/agency heads have begun to keep separate and accurate records of disaster-related expenditures. (J Determine whether or not county, ~tate or federal assistance should be requested. (Agency resources must be fully committed before county, state or federal assistance will be available. If assistance is requested, specify the type and amount of assistance needed.) Assistant Manager The Assistant Manager is responsible for these assigned activities at the Northwest Iowa Area Solid Waste Agency landfill site. The following tasks represent a checklist of actions this department should consider in an emergency or disaster situation. a Report to the Chairman of the Agency Executive Committee; • (J Maintain records indicating agency expenses incurred due to the disaster 8 (J Assist-in the damage assessment process by: (J Collect Initial Desk Report information and provide to County Emergency Management Coordinator. (J Provide information regarding the dollar values of property damaged as a result of the • disaster; (J Provide information (name, telephone number, etc.) regarding the owners of the property which has been damaged/destroyed as a result of the disaster. (J Delegate authority to department directors to permit acquisition of equipment and supplies needed following a disaster. (J Assign department directors account numbers to which emergency expenditures may be charged. (J Contact county human services and coordinate needed services. ATTACHMENT B WARNING/COMMUNICATIONS (J The Warning and Communications functions shall be initiated by the Sioux County Communications Center. ATTACHMENTC EMERGENCY PUBLIC INFORMATION The Sioux County Sheriffs Department is responsible for public information activities at the Northwest Iowa Area Solid Waste Agency during an Emergency Response in accordance with • procedures for Emergency responses outside corporate city limits. ATTACHMENTD FIRE SERVICES The City of Sheldon and the City of Hospers Fire Departments are responsible for fire services activities at the Northwest Iowa Area Solid Waste Agency sanitary landfill site. The following tasks represent a checklist of actions these departments should consider in an emergency or disaster situation. (J Establish and/or respond to designated staging area or command post as directed by on-scene personnel. o Assist Law Enforcement in warning the affected population. (J Coordinate searches involving fIres, personal injury and hazardous materials incidents. (JAssist Law Enforcement in search and rescue operations. (J Protect critical facilities and resources. (J - Designate a person to record the arrival and deployment of emergency personnel and equipment. (J Assist Law Enforcement With evacuation, if needed. Other responsibilities may include: (J The Incident Command Systems will be used at all incidents (J Assist with traffic control. (J Assist with debris clearance. • 9 Q Ifthe County EOC is activated, establish and maintain contact with the person representing fire services. Q If additional assistance is necessary, utilize mutual aid agreements and/or contracts with other fire departments. Q Activate the services of the Regional Hazardous Materials Response Team. • ATTACHMENTE PUBLIC WORKSIPUBLIC UTILITIES The Sioux County Secondary Roads Department is responsible for public works/ secondary road activities in Sioux County. The Northwest Iowa Area Rural Electric Cooperative is responsible for electrical power transmission lines at and adjacent to the Northwest Iowa Area Solid Waste Agency landfill site. The following tasks represent a checklist of actions these departments should consider in an emergency or disaster situation. Q Ensure that all department personnel have been alerted and that they report as the situation directs. Q Review the disaster situation with field personnel and report situation to the chief elected officials. Q Maintain transportation routes. Q If necessary, coordinate flood fighting activities, including sandbagging, emergency diking, and pumping operations. Q Coordinate with Law Enforcement travel restrictions/road closures within the city/town. Q Provide emergency generators and lighting. Q Assist with traffic control and access to the affected area Q Assist with urban search and rescue activities as may be requested. Q Assist private utilities with the shutdown of gas and electric services. Q As necessary, establish a staging area for public works. Q Report public facility damage information to the Damage Assessment Team. Q If the County EOC is activated, establish and maintain contact with the County Engineers • Department. Q Repair and maintain the water supply. It may be necessary to enter into contracts with private contractors providing for the purchase and hauling of safe and sanitary drinking water. Q If emergency power is not available at this time, the director of the city/town water works shall determine if an emergency conditions exists. It may be necessary to enact a water conservation and rationing program until service can be restored. Q It is the duty of the Town Director of Public Works to oversee the sewage treatment facility in order that it may be kept in as good a working order as possible under the circumstances. Q Inthe event of any major disaster, it shall be the responsibility of the Public Works Director to notify the utility companies affected that there is a problem with their utility. Q These companies will then repair any damage to their parts of the systems. Upon receiving the call, these utilities shall contact the Director of Public Works when they arrive on the scene to determine where the most critical areas may be. Q It is the responsibility of the town street department to clean and maintain passable town streets. They shall also communicate with the police and fire departments in order that they might effectively seal off an entire area. They shall notify the Iowa Highway Department of any state highways that are blocked. Further assistance can be obtained from the county engineer and private contractors. Q Make emergency repairs on streets, bridges, viaducts and other structures. Q Establish detour routings. Q Collect trash and garbage and transport to selected sites for disposal. • 10 ATTACHMENT F RESOURCE MANAGEMENT The Northwest Iowa Area Solid Waste Agency shall utilize the resources of Sioux County and • adjacent member counties in periods of emergencies. The mutual aid agreements for Sioux County are applicable to the Northwest Iowa Area Solid Waste Agency landfill site. Activation of the existing mutual aid agreement to secure services of the Hazardous Materials Response Service; currently provided by the City of Sioux City, must be initiated by the incident commander of the fire department or sheriff department responding to the local emergency. ATTACHMENTG LAW ENFORCEMENT The Sioux County Sheriffs Department is responsible for law enforcement activities at the Northwest Iowa Area Solid Waste Agency landfill site. The Sioux County Sheriffs Department will conduct their activities as described in other portions of the Sioux County Emergency Operation Plan. • • 11 EMERGENCY OPERATIONS PROCEDURES SOLID WASTE DISPOSAL SITES ATIACHMENT:Q • Collection Vehicle Incidents: Collection Vehicles are subject to Emergency Response and Remedial Action due to the possible occurrence of vehicle accidents, vehicle load fires, load explosio~ and contamination of loads by unknown free liquids~ Collection vehicle incidents are minimized by proper education of waste producers to separate combustible liquids, smoldering or heated materials, and pressurized containers and similar materials from the normal waste stream. Collection vehicle incidences shall be minimized by inspection of waste materials before loading or transporting. Collection vehicle workman shall be trained to identify materials that may present a risk to the safe operation of the collection vehicle. No smoldering materials shall be loaded. All containers of pressurized gas shall be removed from waste containers before loading into compactor truck bodies. Containers of combustible materials shall be removed from the waste before loading into collection vehicles. Waste producers and responsible local emergency services personnel shall be notified if suspicious or combustible materials are detected during collection of solid waste materials .. Incidents that occur during collection and in route to the sanitary disposal facility shall be addressed by procedures of local community and county emergency operation plans. The Northwest Iowa Area Solid Waste Agency shall be notified in the event of any solid waste collection vehicle incidence which involves fire, explosion, unknown materials, or other circumstances which may effect the safe handling during disposal of materials . Incidents involving fire, explosion, or discovery of unknown chemicals inthe solid waste collection system or at waste disposal sites shall be managed in a manner that provides the • maximum level of safety to the public and the environment All liquids, including water, which contact solid waste or unknown chemicals, shall be recovered to the maximum extent possible. All solid waste materials shall be delivered to the approved disposal site for final disposition. Collection Vehicle Load Fires at the Disposal Site: Collection vehicle loads may enter the disposal site unknowingly containing materials in various states of combustion. Emergency incidences involving loads shall be minimized by random inspection of all loads and inspection of all suspicious loads. Loads discovered to contain materials smoldering or on fire shall immediately be stopped from unloading and directed to the closest area of barren soil at least 100 feet from the active fill area. The entire contents of the collection vehicle shall be discharged and the collection vehicle shall be directed a safe distance away to provide a through inspection for remaining materials. Materials unloaded shall be inspected and sprayed with a fire suppressant material. The collection vehicle shall be cleaned of any remaining materials before leaving the site. The fill site operator shall direct all other vehicles away from the active fill area until the site is inspected for materials which may be combusting. All materials found to be in any state of combustion shall be extinguished and removed from the active fill area. All materials unloaded from the vehicle or removed from the active fill site shall be spread and inspected thoroughly for burning or smoldering materials. All materials removed from the vehicle shall be covered with 2 to 3 inches of soil to prevent blowing and to extinguish possible combusting materials. Fire Department Officials· from servicing departments shall be notified that a load has been received with burning or smoldering materials. • The corrective actions shall be reported together with a detailed location of the location of 12 materials temporarily held out of the fill area Materials removed from the vehicle or the fill site shall remain separated from the active fill site for a period of not less than 72 hours. Materials shall then be inspected and moved into the fill area if no signs of combustion are detected. Collection Vehicle Load Explosions at the Disposal Site: Collection vehicle loads may be subject to explosion as they are unloaded due to mixing of • unknown materials or puncture of pressurized containers not known to be in the contents of waste materials. Emergency incidences involving loads shall be minimized by random inspection of all loads and inspection of all suspicious loads. Inthe event of an explosion the site operator shall immediately direct all persons away from the fill area and contact emergency services personnel. No further operation or access to the effected area of the fill site or any other area within 500 feet of the explosion site will be allowed until the area of the explosion is cleared by emergency services personnel. Discovery of Hazardous Materials as Collection Vehicles are Unloaded: Collection vehicles may contain containers of hazardous materials undiscovered until unloaded at the fill site. Emergency incidences involving loads shall be minimized by random inspection of all loads and inspection of all suspicious loads. The fill area operator shall examine all loads as materials are unloaded and as materials are spread and compacted in the active fill area. Materials shall be considered hazardous if they present a health risk due to corrosivity; flammability, or material content. All materials discovered by collection vehicle operators shall be immediately directed to the site operator before continuing to unload the collection vehicle. The site operator shall direct the collection vehicle operator to complete unloading vehicle at an • area separate from the active fill area ifthe material is determined to be suspect or if the materials are determined to present a threat. Suspected materials shall be unloaded on barren soils at least 100 feet from any portion of the active fill area. A soil barrier at least 8 inches in height will be constructed around suspected liquids to prevent their movement away from the temporary unloading area. Emergency services personnel shall be notified if materials cannot be identified and proper disposal cannot be immediately determined. Collection Vehicle Employee Safety Training: Collection vehicles are owned and operated by numerous private companies and public agencies in the Northwest Iowa Area Solid Waste Agency service area. Each private company and public agency shall be responsible for the development and implementation of employee safety training, accident response training, and material identification training. Active Fill Area Fire During Daily Operation: Smoldering materials may be received without detection by collection vehicle operators or site operators. Spontaneous combustion may occur as materials received at the fill area are spread and mixed during the waste material compaction process. The occurrence of fires maybe minimized by thorough inspection of materials as they are received and unloaded at the fill site. Suspect materials shall be immediately removed from the active fill area to a location of barren soil not less than 100 feet from the active fill area until its safe disposal can be determined. The spread of fires at the active fill area can be minimized by proper placement of daily cover • materials. Daily cover soils prevent movement of fires along the fill area surface and prevent penetration of burning materials into lower areas of the fill. Fill area fires should be generally 13 controlled by separation of combusting materials and the use of fire suppressant chemicals and soils as a method of controlling the ability of materials to bum. Local emergency departments must be immediately notified if the fire is not minor in nature. Active fill area operations shall be immediately suspended as soon as a fire or smoldering materials are detected at the active fill area; All collection vehicles and nonessential personnel shall be immediately directed- from the fill site until the operator can assure safe operation. All smoldering or burning materials shall be • removed from the fill area and deposited on barren soil at least 100 feet from the active fill site. Materials smoldering or in flame shall be sprayed with a fire suppressant. Materials shall be covered with not less than 3 inches of soil. All areas of waste continuing to smolder will be exposed and additional fire suppressant shall be reapplied. Materials removed from the active fill area due to the occurrence of fire shall be reported to the local fire department. Materials shall be kept separate from the active fill area for a period of not less than 72 hours and shall be thoroughly inspected before being placed in the active fill area. Active Fill Area Fires After Operational Hours: Fires in the active fill area may ocCur after the normal hours of operation due to undetected smoldering materials or by spontaneous combustion of materials exposed and mixed during the waste compaction process. Fires of this nature will generally be isolated but may include the daily operational area if daily cover materials are compromised by exposure of waste materials. Control of fill area fires after operational hours will be accomplished by first response of local fire departments. Fire department incident commanders will coordinate efforts of their personnel with the efforts of landfill personnel to provide timely control of the fire and minimization of the spread of the fire. General procedures to be followed are: 1. Determine accessibility to the specific fire site 2. Utilize fire suppressant chemicals and water sprays to control • flames and flare-ups 3. - Utilizing site equipment remove applied daily cover soils and all solid waste in the effected fill area to a location of barren soil at a safe location identified by emergency service crews 4. Apply fire suppressant sprays to relocated solid waste materials 5. Cover solid waste materials with 2 to 3 inches of soil and continue to inspect for locations of material combustion. Normal site operations shall be suspended until the incident commander determines that the active fire has been controlled and the threat to the public has been minimized. Landfill Equipment Fires: All self-propelled equipment at the landfill site shall be equipped with fire extinguishers. Equipment operators shall be trained in the proper use fire extinguishers. Burning equipment shall be directed to areas of barren soil as soon as smoke or flames are detected. All fires shall be extinguished and the equipment shall be allowed to cool before it is allowed to return to the fill site. Material Recovery Facility Fires: The local fire departments serving the NIASW A material recovery facility site shall be provided • current plans identifying structural, mechanical, process areas, and storage areas of the facility 14 including the location of all emergency equipment, utility controlst and exit locations. The· material recovery facility shall be equipped with frre extinguishers adjacent to all critical po41ts of the mechanical equipment and at strategic locations within the receiving and warehouse areas. Fire extinguishers shall be located at convenient locations near maintenance equipment. • Supervisory personnel shall be trained to extinguish small fires as a first response to emergencies. All non-supervisory employees shall be evacuated from the material recovery facility as soon as fire is discovered at any location within the material recovery facility building. Emergency service shall be immediately requested of the local fire department. Supervisory personnel shall assist fire department personnel at the direction of the fire departmentincident commander to remove any smoldering or suspect material from the facility building. Operations at the material recovery facility shall be suspended until the incident commander has determined the site is safe. The facility structure shall inspected by a structural engineer if the fIre department incident commander believes damage has occurred to the walls; frame, or roof of the structure by exposure to the f1re or heat. Materials shall not be received at the facility until operations are resumed. Materials delivered to the facility shall be temporarily stored at an alternate location identifIed by the Agency Manager or disposed at the landfill site. Household Hazardous Waste Regional Collection Center Fires: The local fire departments serving the NIASWA Household Hazardous Waste Regional Collection Center (HHM RCC) site shall be provided current plans identifying structural, mechanical, process areas, and storage areas of the facility including the location of all emergency equipment, utility controls, and exit locations. The HHM RCC facility shall be equipped with fire extinguishers adjacent to all critical points of the mechanical equipment and at strategic locations within the receiving and storage areas. Fire extinguishers shall be located at • convenient locations near maintenance equipment. Supervisory personnel shall be trained to extinguish small fIres as a fIrst response to emergencies. All visitors and non-supervisory employees and shall be evacuated from the HHMRCC as soon as fireis discovered at any location within the facility building or storage building. Emergency service shall be immediately requested of the local fire department. Supervisory personnel shall assist fire department personnel at the direction of the fIre department incident commander to remove any smoldering or suspect material from the facility building or storage area Operations at the HHM RCC facility shall be suspended until the incident commander has determined the site is safe. The facility structure shall inspected by a structural engineer if the fire department incident commander believes damage has occurred to the walls, frame, or roof of the structure by exposure to the fire or heat. Materials shall not be received at the facility until operations are resumed. Materials scheduled for delivery shall be postponed until the facility is determined ready for operation. Materials in route to the facility shall beheld by the waste producer or temporarily stored at an alternate location identified by the Agency Manager. LandfIll Waste Gas Fires: The Northwest Iowa Area SolidW aste Agency LandfIll site is the only landfIll site in the service area equipped with methane gas vents. The vents are :free venting and may be ignited if specific conditions are created and a source of ignition is provided. Gas vents shall be extinguished by • smothering the endpoint of the vent pipe. The Agency shall investigate any vent fIre incident and adopt appropriate measures to secure vent sites as necessary. 15 Fires Detected at Closed Areas of Landfill Sites: Fires may occur at closed areas of landfill sites due to spontaneous combustion of materials. Fires in closed areas of landfill sites must be approached with caution with respect to the structural stability of the fill area Extensive voids can ·occmandcollapse of substantial smface area is possible. The structural stability of the site must be assessed before emergency equipment • traverses access to the specific location of fire. Fires in closed areas of landfill sites may occur at any time after closure and are able to continue for extended periods of time, years or decades, if not controlled properly. The Northwest Iowa Area Solid Waste Agency service area has numerous closed city dump sites which were closed prior to 1974. The City of Hawarden Construction and Demolition Disposal Site is a closed facility. Portions of the Northwest Iowa Area Solid Waste Agency sanitary landfill site are closed and will continue to be closed as site development proceeds. Control of fires at closed sites may require the assistance of: 1~ Local Emergency Services 2. Local City, County or other Heavy Equipment Operation Crews 3. Local City, County Engineering or other Engineering Personnel Location of the source of the fire is prerequisite to the control of fires-at closed landfill sites. Local emergency response personnel are cautioned to limit initial response to that of controlling open combustion until the source of the fire is determined. Water used to control the open combustion that has been exposed to solid waste should be recovered at the site boundary or at a location as near the point of runoff as possible -and delivered to -a local sewage treatment forfmal disposal. Water exposed to solid waste should be considered leachate and treated in accordance with normal leachate treatment standards. • Heavy equipment such as track type backhoes may be utilized together with emergency equipment to expose the location of the source of the fire. Acceleration of a landfill fire may be caused by the release or migration of methane gas created as solid waste inthe site decomposes. Emergency service personnel shall complete their activities with deliberate care for unforeseen circumstances that may create flare-ups until the source of the fire is controlled. Materials excavated from the closed landfill area should be moved to an adjacent area of the site for examination. All materials should be spread and allowed to cool prior to reburial or transport to a sanitary landfill site. Materials excavated from the closed site shall be compacted and buried at their original location. Particular care shall be exercised to refill any void areas created with native low permeability soils. Sand, gravel, rock and other highly permeable materials shall not be utilized in the upper four feet of materials used to backfill disturbed areas. Areas disturbed in the exploration and control of the fire shall be restored to the original profile of the site. Landfill Slope Failure: The existing cover soils for the Northwest Iowa Area Solid Waste Agency sanitary landfill site and the City of Hawarden Construction and Demolition site are constructed with a maximum slope of 4:1 (horizontal: vertical). The slopes are designed to provide a long-term stable surface but may be subject to failure if uneven settlement occurs. The existing closed City dumps in the Northwest Iowa Area Solid Waste Agency service area were closed prior to 1974~ Slopes at these • sites may be steeper but most settlement should now be stabilized. Slope failure areas must be 16 approached with caution at all solid waste fill locations. Heavy equipment should not be placed above areas of slope failure until the slope has been reconstructed. Slope failure exposes solid waste to runoff and possible increased occurrence of leachate and contamination of storm water runoff. Slope failure repairs must be made as soon as possible after discovery to minimize environmental any safety concerns~ Slope failures shall be minimized by monthly inspection of • slopes in active and closed landfill sites. All areas of slope erosion, sluffing or other signs of slope instability shall be reported to authorities responsible for the maintenance of the site. Areas of slope failure shall be immediately reported to the officials responsible for management of the site. Initial response to slope failure shall include: 1. Isolate the slope failure area from public access including all vehicle and pedestrian access within 75' of all areas that appear unstable.· 2. Slope failure areas to be insPeCted by responsible engineering staff to determine the extent of slope instability and the required site isolation procedures to protect the general public. 3. Emergency plan to be developed to provide stabilization of area including run-on, run off control, relief of slope stress as necessary, accumulation of waste materials. 4. Equipment from local resources shall be directed to stabilize failure area and begin reconstruction of waste fill. Secondary equipment shall be secured as needed from local public and private sources. Slopes shall generally be repaired by removing all dislocated materials and materials that have • become unstable due to movement of adjacent or underlying material. Procedures shall established to bench into stable materials and reconstruct a stable slope. Reconstructed slopes shall be limited to 4:1 slopes, with transitions as necessary to tie into existing finished slopes, All reconstructed slopes shall be covered with a minimum of 48 inches of low permeability soils. The reconstructed slopes shall be seeded as soon as possible with native grass. Temporary and permanent erosion control shall be provided as necessary. All waste materials not incorporated in reconstruction of the fill slope shall be transferred to the approved solid waste disposal site. All free· leachate· and contaminated runoff water collected shall be transferred· to· an approved public wastewater treatment facility. Final Cover Erosion: The final cover of the completed landfill may be eroded during periods of extreme rains or during extended periods of unseasonably heavy rainfall. Erosion of cover materials allows materials to be strewn by wind, increased leachate to be produced by runoff water entering the fill, and increased generation of methane gas. Runoffwater exposed to solid waste must be collected and treated as leachate. Inspection· and maintenance-of the cover materials is required after every rainfall event as a part of the development and operation plan. Operators of open or closed sites shall make immediate remedial plans to repair erosion of final cover soils as soon as the erosion is located by post storm inspections. Remedial repairs shall be completed as soon as access to the erosion area is possible without destruction of adjacent areas of final cover. • 17 Earthquakes: The Northwest Iowa Area Service Area is in a minimal risk earthquake zone. Earthquakes affecting the area are very low magnitude events and may result in minimal slope disturbances. The site operator shall inspect all facility structures and the stability of all slopes after each- earthquake reported to have effected the area. All slope disturbances shall be repaired as noted in • previous sections of this plan. Control of Liquid Releases: Liquid releases can occur at active and closed solid waste disposal sites. Liquid releases can occur as a result of handling and storing materials at the HHM RCC. Liquid releases may contain synthetic chemicals or leachate created as a result of the -solid waste degradation process. Water utilized to control fires at landfill sites shall be captured and recovered within the boundaries of the landfill site. Procedures for control of liquid releases shall be based on establishing methods on site to: 1. Capture released liquids 2. Identify liquid properties 3. Determine acceptable treatment and disposal method The-HHM RCC is designed to contain spills within the operating areas of the receiving, processing, and storage areas of the facility. Spills at the HHM RCC shall be contained by identifying the type of liquid, absorbing free liquid with an appropriate agent, and transfer of materials to a suitable container for storage and disposal. All liquid releases at the sanitary landfill site shall be captured within the site boundaries; Temporary dikes and berms shall be constructed with adequate capacity to store the maximum volume of liquid occurring before alternate transfer and treatment methods are determined. Free • liquids will be absorbed into soils or other materials to prevent movement of liquid from the site or into underlying soils. Temporary dikes and berms shall be constructed-as close to the spill or release site as possible. Multiple dike locations shall be utilized as necessary to control liquid releases. Leachate Transport Spills: The Northwest Iowa Area Solid Waste Agency landfill site is equipped with a leachate collection system but the site has not produced free leachate. The NIASW A facility shall develop a transport spill plan if the site produces leachate that must be treated off-site. Windstorms and Tornado Strikes During Operation of the Landfill Site, Material Recovery Facility and HHM RCC: The Northwest Iowa Area Solid Waste Agency sanitary landfill site is the only operating solid waste disposal site in the service area The operation of the Northwest Iowa Area Solid Waste Agency site and facilities shall be temporarily suspended if a tornado is sighted at or near the facility. All employees and public will be escorted to designated areas providing increased protection from windstorms; Wind storms andtomadoevents of the area have the potential to destroy structures important to the operation of the site. The continued operation of the site is necessary to provide sanitary service to the service area. The following provisions shall be • coordinated to provide public service with minimal time disruption. 18 1. Electrical'Power:Thelandfilloffice~ material recovery facility; and IllIM R~C utilize electrical power for operation of electronic components used in the office and electrical equipment used in processing recyclable materials and IllIM. Power transmission lines shall be inspected after all severe storms. Down lines shall be immediately reported to applicable power companies; Public' access to the site facilities shall be restricted until all power lines have been repaired or until all • power is shut off and down lines do not present a threat of injury to persons at the site. Site Access: Allloads entering the disposal site t,mterthe main gate and access the disposal site along internal roadways. All roadways shall be cleared .of debris that may endanger safe access to the disposal site before public access to the site is allowed. Landfill Office Building: The landfill office building contains scale controls, billing systems, and site records. The site can be operated with temporary shelters and load count accounting if necessary to accommodate site operation. Extensive damage to the office and scale control facility will require temporary replacement of scale controls in a temporary shelter~ Record keeping and billing canbe-' accomplished at a remote location. Repair or reconstruction of the office building must be accomplished at the earliest possible time to promote operational efficiencies. 4. Material Recovery Facility: The material recovery facility provides process capabilities for materials collected for the purpose of recycling. The material recovery facility shall be closed temporarily if the structure is damaged by high winds or tornado activity. The facility shall be inspected by a structural engineer and recommended necessary repairs- shall be accomplished before operations are restarted. Materials delivered to the facility shall be stockpiled in the receiving area if possible. Materials that cannot be stockpiled shall be disposed at the active sanitary landfill fill site. Materials shall not be stockpiled outside the facility that • have not been-processed. 5. HHM RCC Facility: The HHM RCC facility provides process capabilities for materials collected for the purpose of identification, processing, packing, and storage. The HHM RCC facility shall be closed temporarily if the structure is damaged by high winds or tomadoactivity. The facility shall be inspected by a structural engineer and recommended necessary repairs shall be accomplished before operations are restarted. Materials delivered to the facility shall be temporarily stockpiled in the receiving area or storage building if possible. Materials that cannot be stockpiled shall not be received and shall be routed back to the material source or diverted to an alternate approved HHM RCC facility. HHM Materials shall not be stockpiled outside the receiving, processing or storage facilities. Overturn of Fill Site Equipment: Any fill site equipment damaged or overturned during windstorm or tornado events shall be replaced with alternate equipment from the site or alternate equipment available from local city, county, and private sources as described inthe emergency equipment plan of the Agency. • 19 Flooding: The occurrence of flooding presents a possible threat to existing closed sites that may be within the floodplains of rivers and streams of the service area. There are no known closed solid waste fill sites in-the Northwest Iowa Area- Solid Waste AgencY'service-areathatarewithinflood plains. All areas of the Northwest Iowa Area Solid Waste Agency sanitary landfill site are • located above 100-year flood plain. Flooding of the Floyd- River will-effect access for routes to the south and east along Iowa Highway 60 and 360th Street. Two areas along 360th Street between Iowa Highway 60 and the landfill driveway are subject to flooding during high water periods. Traffic shall be detoured to Sioux County HighwayL22 to allow access to the landfill site from the west. Detours shall be established and maintained by the Sioux County Highway Department. Lightning: The'eventofa-lightning strike may occur at active-landfill operations; The sanitary-landfill does not close based upon unfavorable weather conditions. The fill area may be located at higher fill elevations with greater exposure to possible lightning strikes. The supervisory staff and fill area operators shall contact emergency health service providers if employees or public persons are struck by lightning. Landfill operations shall be temporarily ceased until emergency service providers have responded and left: the facility. Landfill operators shall provide necessary assistance to emergency service personnel as required to expedite emergency procedures. Utility Failure: Utility failure may occur due to on-site or off-site equipment failures and general utility outages . The NIASW A site utilizes liquid propane for heating purposes. Leakage from propane storage • tanks will require suspension of activities and immediate evacuation of employees and gener8.l public from the site. Local Fire Departments and LP gas providers will be notified for immediate response. Employees and the general public will be kept from the site until the fire department incident commander declares the site safe for use. The NIASWA site provides on-site storage of up to 2000 gallons of diesel and 500 gallons of unleaded gasoline fuel for use in the operation of equipment at the site. Fuel is stored in above ground containment systems to control the possible -leaks and spills of fuels; -The .local fire departments and fuel suppliers shall be notified in the event of discovery of a fuel leak. Employees and the general public will be kept from the site until the fire department incident commander declares the site safe for use. TheNIASWA site utilizes single phase and three-phase power for the operation of the facility office, the material recovery facility, the Household Hazardous Material Regional Collection Center facility, equipment maintenance buildings, and other storage buildings. The landfill office utilizes single-phase electrical power primarily for operation of lighting, office equipment and the -site scale; Short- term electrical outages will require manual record keeping and estimation of incoming load volumes. The landfill disposal site will be kept operational while operations of the material recovery facility and the lllIM RCC shall be temporarily suspended. Temporary generators will be rented and utilized as necessary to power the HHM RCC storage building . Materials stored in theHHM RCCstoragebuildingshall be transferred to an approved disposal • contractor if a long term power outage is anticipated. Long-term power outages will be managed 20 by requiring off-site· weighing of incoming loads and· relocation of office record keeping to an off-site location at the City of Sheldon or City of Hospers municipal offices. Short-term loss of three-phase power will require temporary shutdown of the material recovery facility. The rural electric cooperative will be notified immediately if three-phase power is • interrupted-toallowassessment of the -length of probable power outage; Operationofthe·facjlity will commence with restoration of power. Long term loss of three-phase power will result in an extended shutdown of the material recovery facility. Recyclable materials received after loss of power will be placed in the material receiving area. Excess materials will be directed to the disposal site fill·area. Collection of additional recyclable materials shall· be temporarily suspended or rescheduled if necessary to allow material receiving after restart of operatiQns. Equipment Inventories: The Northwest Iowa Area Solid Waste Agency has the following equipment located on site: 1 - Caterpillar D6 Hightrack Dozer 2 - Caterpillar 619 Self Loading Scrapers 2 - Caterpillar 621 Landfill Compactors 1 - 100 lIP 2 Wheel Drive Tractor 1 - 670 Case Backhoe with extendable boom 1 - Caterpillar 614 Road Grader • All equipment is serviced regularly and well maintained. The NIASW A maintains a current list of available heavy equipment at county secondary road departments and local equipment suppliers. Each secondary road department in the five county service area has at least 3 road graders, 3 dozers, 3 self loading scrapers, 2 backhoes, end loaders, and other miscellaneous heavy equipment available if needed -for emergency response ·atthe NIASWA site; theclo.sed Hawarden site, and other closed local city sites. Each county in the five county service area has numerous grading contractors capable of providing heavy equipment and completing necessary site grading repairs if response by governmental units is not possible. • 21 EMERGENCY OPERATIONS·PROCEDURE~ REGIONAL COLLECTION CENTER HOUSEHOLD HAZARDOUS WASTE MATERIALS • ATIACHMENT: R General: This·attachment is incorporated· as·apart of the Emergency Response and Remedial Action Plan ( ERRAP ) for the Northwest Iowa Area Solid Waste Agency. The provisions of this attachn).ent are complementary to the full ERRAP plan of the agency, specifically intended to delineate actions for the Regional Collection Center ( RCC) Household Hazardous Waste Materials facility. Provisions of the full plan apply to this facility. Emergency Checklist: Incase of an emergency, general procedures will follow methods to reduce risk exposure t~ a minimum number of qualified staff. All site visitors will be immediately removed from the risk area to a safe location. NIASW A RCC staff not essential to management of the risk shall be immediately removed to a safe location. All persons located in the risk area will strictly follow instructions of the facility manager or the most senior member of the RCCstaffon site at the time of the emergency_ The following procedures will be assessed: 1. Have all visitors ( non-staff members) and volunteers been evacuated and accounted for? 2; Have all staff members been evacuated and accounted for? 3. Have staff members taken appropriate actions to contain or minimize risks of a fire or spill? • 4. Have appropriate emergency response teams ( law enforcement, fire, and emergency medical;HAZMAT) been notified of the emergency ? 5. Is the cause of the emergency under control? . 6. Are communications and security established? 7. Have injured individuals been attended to ? 8. Are utilities secured ? 9. If necessary, have utility providers been notified ? 10. Have total damages been assessed? 11. Have local, State, and Federal agencies been notified? 12. Intheeventofanemergencythat requires· evacuation, have ·allsite personal· been notified and have they been directed to the safe evacuation staging area ? Essential Emergency Phone Numbers: The following list of telephone numbers are contacts for an emergency at the NIASWA RCC. NIASWA Office: 712 - 324 - 4026 David,Honkomp, Agency Manager Home Phone: 712 - 949 - 2119 Larry Oldenkamp, Assistant Manager Home Phone: 712 - 324 - 4418 Sioux County Sheriff's Department: 911 City of Sheldon and City of Hospers Fire Department: 911 Emergency Medical Services 911 Sioux County Communications Department 911 • Sioux .County·Emergency Management Coordinator .. 911 22 ElliotWaddell, Project Engineer: 712 - 568-2162 Telephone and cellular telephone communications are available on site. If telephone communications are interrupted messengers will be assigned to relay information as necessary . Equipment Breakdown and Maintenance: Emergency equipment will be insPeCted weekly and kept in working order. Maintenance of • emergency equipment will be accomplished immediately or duplicate equipment will be installed to replace malfunctioning systems. Operational equipment maintenance is in general to be accomplished during inactive operational times, i.e. before or after normal operational hours. Maintenance of equipment during operational hours shall be accomplished in a manner that minimizes potential'exposure ofthegeneralpqblic and RCC staff. Maintenance of equipment within the facility shall be accomplished utilizing proper building ventilation and proper access of emergency fire suppression equipment. Maintenance shall be accomplished by staff or contracted companies trained and qualified to perform' appropriate repairs. 'Outside contractors shall, be 'notified of material'types locatedm the facility and location of emergency equipment. Emergency Equipment at Site: The NIASWA RCC shall be equipped'with dry chemical fire extinguishers at building exits and critical work stations. Commercial spill control and neutralization chemicals along with absorbents compatible with stored materials will be present at the facility and located adjacent to critical work areas. Materials provided at the facility will also include inert absorbents, spill booms, spill pads, and oil dry type absorbents. Personal Protection Equipment: • All appropriate personal protection safety equipment such as Tyvek suits and boot covers, protective gloves, eye protection, face respirators with suitable filters, etc. will be located and available at the NIASW A site and at the mobile collection unit. NIASWA staff will be trained to properly'use'personalprotection safety equipment. To ensure staff and NIASW A employee familiarity with the proper use of personal protection safety equipment, impromptu drills will be staged requiring the use of this equipment. Equipment and Vehicle Fires: Appropriate emergency fire suppression equipment shall be located in the working area of site equipment and at the walkthrough doors and vehicle exits of the RCC. Fire suppression equipment shall be located in mobile collection trailers and tmcks used to transport rnQbile collection trailers. Staff members and site employees shall be instructed on proper use of emergency equipment. Emergency' fire services shall be notified if a fire occurs and is not immediately fully extinguished. Hot and I or smoldering materials shall be removed from the Rce facility or mobile collection vehicle operational site immediately and stockpiled in a safe area accessible to emergency personal. Burned and damaged materials shall be placed in drums when cooled and treated as • unknown waste materials. 23 Spill Control: Chemical spills at the NIASW A RCC or at a mobile collection site will be reported to the Iowa Department of Natural Resources Household Hazardous Waste Spill Division within 24 hours of the known spill~ In the-event ofa spill, the procedures to follow will be those outlined-in-t4e • Iowa Administrative Code Chapter 131, Notification of Hazardous Conditions. The Iowa Department of Natural Resources (IDNR) will be notified by the NlASWA or the local Emergency Management Coordinator. Verbal and written reports will be submitted to the IDNR, as well-as a report of any subsequent findings on the material involved; Ifa-dangerous-amount of hazardous material is spilled the EP A Regional Office ( Mr. Ed Buchner) will be contacted at 913 - 551 - 7621. Spill Cleanup Procedures: In the event of an on-site spill during normal working hours or open hours, NIASW A staff should immediately identify the material involved. The NIASW A RCC Manager will assess the situation and assign -duties to authorized personnel- for control of the material and cle~up procedures. If the material is determined to be non-hazardous: Contain the material with appropriate spill-containment equipment provided on-site. Absorb the material and dispose of it in an appropriate non-hazardous waste disposal stream. Clean the spill area with a standard soap and water wash, mark the area until dry. • If the material is determined to be hazardous: Notify the NIASW A RCC Manager that a spill has occurred; Receiving; sorting, pacJ4ng, and storage operations will cease until appropriate remedial actions have been completed. Material will then be evaluated as to its hazard class. The appropriate personal protective equipment will be placed on as an attempt will be made to contain the material on-site. Ventilation equipment shall be operated as appropriate. Materials shall be neutralized, and solidified within an absorbent material in accordance with safe handing procedures. After the material has been contained, neutralized and solidified; cleanup of all solidified material, spill containment materials and equipment will be done. All contaminated material will- be .put in -an-appropriate storage container; The container will- be -designated as hazardous material and will be held for contractor disposal. Fire Control: In the -event that site personnel discover any fire at the NIASWA RCC facility the event shall be immediately reported to emergency officials by calling 911. The location of the fire and materials involved will be reported. NIASW A RCC staff shall be evacuated from the area as • directed by the RCC Manager. 24 If the fire is small and-generating dangerous gases, only respirator-fitted or supplied air personnel will attempt to extinguish the fire. If there is a major fire inthe storage area, all personnel are to be evacuated to a safe area This will· include all NIASWA personnel and any other persons that might be • endangered. To ensure staff and NIASW A employee familiarity with fire extinguisher operation, location of fire exits, etc., impromptu fire drills will be staged. All permanent employees are to be trained in the proper use of a fire extinguisher. -The City of Sheldon and the City of Hospers Fire Departments serve the area of the NIASW A RCC site and will be first responders to the RCC site. If a fire occurs at a mobile collection event, the local fire department personnel in the area will be first responders. Explosion: Inthe event that site personnel discover an explosion at the NIASW A RCC facility the event shall be immediately reported to emergency officials by calling 911. The location of the explosion and materials involved will be reported; NIASWARCC staff shall be evacuated from the area as directed by the RCC Manager. If the explosion is small and has caused a small fire generating dangerous gases, only respirator-fitted or supplied air personnel will attempt to extinguish the fire. NIASWA staff will not reenter an area if additional materials stored in the area may explode. If there is a major explosion in the receiving or storage areas, all personnel are to be evacuated to a safe area. This will include all NIASW A personnel and any other persons • that might be endangered. To ensure staff and NIASWA employee familiarity with emergency evacuation procedures, location of fire exits, etc., impromptu evacuation drills will be staged. All permanent employees ate to be trained in the proper use of a fire extinguisher, evacuation routes from the -site; the. designated safe site, and location of staging areas. The City of Sheldon and the City of Hospers Fire Departments serve the area of the NIASWA RCC site and will be first responders to the RCC site. If an explosion occurs at a mobile collection event, the local fire department personnel in the area will be first respondyrs. Security: In-the event of an emergency, the NlASWA RCC site and the surrounding area will be secured by the NIASW A Manager and NIASW A RCC staff prior to arrival of local law enforcement officials. Only authorized personnel will be allowed inthe vicinity. Unauthorized personnel will be kept away from the emergency area. Medical: A commercial first-aid kit will be maintained at the NIASWA site. The site will be equipped with a permanent eye and drenching shower station. Serious injuries will be handled through "911" emergency procedures. The 'City of Sheldon -Hospital serves the NIASW A RCC site. '. Minor first-aid will be administered by NlASWA staff. • 25 Inthe-event of accidents occurring before or after normal-operating hours it will bethe responsibility of the senior person in charge to provide first-aid treatment and to arrange for professional assistance if necessary . A first aidkitwillbe-maintained-with the mobile collection trailer. Emergency medical services • will be provided by the emergency service provider for the local community. Transportation of injured personnel to hospitals will be provided by local ambulance service if severity of injuries warrant. Equipment Shutdown: The NIASW A RCC Manager or his designee will supervise and coordinate the disconnection electrical power, LP gas, other fuel or power systems, water and other utilities serving the facility; NIASWA RCC site operators will be instructed in proper emergency- shutdown procedures to minimize facility damage during shutdown procedures. Power Failure: The NIASWA ReC staff on site will contact the NIASW A ReC Manager in the event of a power failure. The staffwill contact the North West REC at 800 -766 - 2099 to report the power outage and request immediate repair and restoration of power. NlASW A RCC staffwill assess potential risk at the time of power outages to determine if sit~ activities must be suspended and what additional actions are necessary to reduce possible risks at the facility . • Evaluation of Damage and Repairs post emergency: The NlASWA RCC Manager will complete a thorough examination of the facility and emergency protection equipment after every emergency event. The Manager will coordinate repairs by -staff, local- contractors, venders; and responsible officials. All equipment shall be repaired or replaced prior to resuming normal operations. The NIASW A RCC Manager will conduct a thorough review of response procedures after every emergency event. The NIASW A RCC Manager shall, together with other emergency service providers utilized, review respo~e procedures, critical response needs; on-site equipmen,t availability, and responder personnel training to determine necessary changes to the ERRAP procedures . • 26 • ATTACHMENTS Contact Information - Special Populations Within 5 Miles ofNIASW A Facilities 2 pages • • 27 Northwest Iowa Area Solid-Waste Agency Emergency Response and Remedial Action Plan Private and Public Facilities With Special Populations Within 5 miles ofNIASW A Facility • Note: This list of Special Populations as presented herein has been compiled to provide a source of possible contacts where groups of persons may be gathered which may require special considerations in the event of evacuations due to emergency events. Schools: Hospers: MOC Floyd Valley School Hospers, Iowa 712 - 752 - 8480 St. Anthony's School P.O. Box 86 Hospers, Iowa 712 -752 - 8286 Sheldon: Noah's Ark Preschool Sheldon Elementary 1425 Pleasant Court Drive 501 North Col Ave. Sheldon, Iowa Sheldon, Iowa 712 - 324 - 3049 712 - 324 - 4337 Christian School Sheldon Middle School 1425 9th Street 310 23rd Avenue Sheldon, Iowa Sheldon, Iowa • 712 - 324 - 2429 712 - 324 - 4346 St. Patrick's School Sheldon High School 1020 4th Avenue 1700 East 4th Street Sheldon, Iowa Sheldon, Iowa 712-324-3181 712 - 324 - 2501 Northwest Iowa Community College Sheldon Community Daycare 603 West Park Street 1221 East 6th Street Sheldon, Iowa Sheldon, Iowa 712 - 324 - 5061 712 - 324 - 4837 Dormitories: None Handicap Living Facilities: Hospers None Sheldon: Village Northwest Unlimited Hope Haven PRS 330 Village Center 212 10th Street Sheldon, Iowa Sheldon, Iowa • 712 - 324 - 4873 712 - 324 - 8467 28 Nursing Homes: Hospers None Sheldon: Bee Hive Homes of Sheldon Fieldcrest Assisted Living 2501 East 6th Street Sheldon, Iowa Sheldon, Iowa 712 - 324 -7404 712 - 324 - 2338 • Northwest Iowa Health Center Christian Retirement Home 118 7th Avenue 1414 Elm Court Sheldon, Iowa Sheldon, Iowa 712 - 324 - 6450 712 - 324 - 2861 Oak Park Care Center 118 North 7th Avenue Sheldon, Iowa 712 - 324 - 6450 Churches: Hospers: St. Anthony's Church 505 Elm St. 4103 400th Street Hospers, Iowa Hospers, Iowa 712 - 752 - 8750 712 - 752 - 8580 Sheldon: Bethel Reformed Calvary Baptist 611 7th Street 823 10th Street Sheldon, Iowa Sheldon, Iowa 712 - 324 - 2467 712 - 324 - 3616 Crossroad Community Church FiTstChristian Reformed Church • 901 9th Street Sheldon, Iowa Sheldon, Iowa 712 - 324 - 4646 712 - 324 - 2374 First Reformed Church Immanuel Christian Reformed 1101 7th Street 601 Union Avenue Sheldon, Iowa Sheldon, Iowa 712 - 324 - 2130 712 - 324 - 4523 United Methodist Parkview Assembly Church 506 8TII Street 516 4th Ave Sheldon, Iowa Sheldon, Iowa 712 - 324 - 4893 712 - 324-4639 St. Patrick's St. Paul's 310 lOth Street 1425 Pleasant Court Sheldon, Iowa Sheldon, Iowa 712 - 324 - 3989 712 - 324 - 3049 Sheldon Brethren Sheldon CJCLDS 3011 Marsh 2534 Park Sheldon, Iowa Sheldon, Iowa 712 - 324 - 3842 712 - 324 - 9932 • 29 SECTION H. PROOF OF THE APPLICANT'S OWNERSHIP OF THE SITE OR LEGAL ENTITLEMENT TO USE THE SITE FOR THE DISPOSAL OF SOUD WASTE [lAC 567 -102.12(9)] .-oPerty on which the proposed RCC is to be located Is currently owned by the Northwest Iowa Area Solid Waste WIIency, a 28 - E local government entity. The purpose of the 28 - E entity Is pennanent and perpetual. A copy of ownership is attached . • • 'IOWA STATE BAR ASSOCIATION FOR THl LEGAL EFFlCT Of THl un Official Form No. 1.1 CTrad... artI. _-.gINNd. s~t. of 10_" "57) OF THIS FORM. CONSULT '(OUR LAW'(Ell WARRANTY DEED 732 1know QUI :9flen bp ~be5e ~re5ent5: That Cornelius Maris and Vernice L. Maris, • husband'and wife, ,n consideration* of the sum of One Dollar and Other Valuable Consideration------in hand paid do hereby Convey unto The Sioux, 0' Brien and Osceola County Area Solid Was te A.gency, an Intergovernmental Agency, created and existing under Chapter 28E of the Iowa Code, Grantees' Address: _ the following described real estate. situated in Sioux County, Iowa. to-wit: The Southwest Quarter (SW~) of Section Fourteen (14), Township Ninety-six (96) North, Range Forty-three (43) West of ~he 5th P. M., Sioux County, Iowa. STAiE OF IOWA, 51 UX COUNTY, 55: Recorded 4r? C:i1eNO'1' Card N". 732 (Book) .:.!:.Z:£.. (Page) _ Him Records at 3: tV And the grantors do Hereby Covenant with the said grantees. and successors in interest. that said grantors hold said real estate by title in fee simple; that they have good and lawful authority to sell and convey the same; that said premises are Free and Clear of all Liens and Encumbrances Whatsoever except as may be above stated; and said grantors Covenant to Warrant and Defend the said premises against the lawful claims of all persons whomsoever. except as may be above stated. Each of the undersigned hereby relinquishes all rights of dower. homestead and distributive share in and to the described premises. Words end phrases herein including acknowledgment hereof sholl be construed 45 in the singular or plural number, cnd CIS masculine or feminine gender. accor:: to the conte,::t d Signed this 2.~ doyof 24..£..t.u-?--.,Ll2-. • ~J Elcaca Tran.r.r Tax: S.e (The C04e. ",.,-- , 1873. Chapter 428A) ( , , - j :'oVYt~«4 STATE OF IOWA, ,2?f!.tvt:t'4 } ss. Cornelius Maris COUNTY OF O'BRIEN _ P,.... ern ce . 'aris t_ On thi' Jt./ day of 1~~9~ before .. print me, the undersigned, o. Notary Public in .:snd for tg State of Iowa. name. und.,. personelly eppeared .,.... Cornelius Maris and tUN' Vernice L. Maris, husband and wife, _...... -_335.:1 .. Sanborn, Iowa 51248 Iowa • (Grantors' oddress) for the Stote of lowo 1.1 WARRANTY DIED STATE QF , ---.------P"~""I"_"" On this day 01___ , 19 , a Not.ary Public in and lor said County and said State, personally appeared .t-,;:::...... L--'------ to me known to be the identical personsl named in and who executed the foregoing instrument, and acknowledged that they executed the same as their voluntary aet • and deed. , Notory Public in and for said County and said State STATE OF ____ .. COUNTY, ss: On this day of ______, I 9__ , belore me, the undersigned, a Notary Public in and for said County and said State, personally appeared ------.------ to me known to be the identical persons named in and who executed the foregoing instrument, and acknowledged that they executed the same as their voluntary aet and deed. , Notary Public in and lor said County and said State ill e J:- R -0 ci m ..->- E ::> (; ::> -::]'- :2 Q. "E a. '"6 • SECTION I. CLOSUREIPOSTCLOSUREPLAN [lAC 567 - 102.12(10) and 211.8(2)f(3)] A ClosureiPostClosure Plan shall be submitted which: • Details how and when the facility will be closed in accordance with applicable requirements. • the event thatthe NIASWA RCC Is closed pennanenUY, NIASWAwili notify the Iowa Department of Natural Resources at least 180 days in advance of the anticipated closure date. Within 90 days after receiving the final volume of waste, or 90 days after the notice of closure, whichever is later, all household hazardous waste materialS will be removed by the waste contractor, NIASWA will comply with all provisions of the closure I post closure plan according to 567 - 104.11(4558) subrules 104.11 (1-3) of the Iowa Administrative Code. • States the name, address and telephone number of the person or office to serve as a contact with regard to the facility during the postclosure period. Chalnnan of Agency (Name of current Chairman Is forwarded to IDNR annually) Northwest Iowa Area Solid Waste Agency 4540 360th Street Sheldon, Iowa 51201 Telephone: 712 - 324 - 4026 • The closureipostclosure plan shall be submitted at the time ofthe first permit renewal after enactment of this rule, but not less than 180 days prior to closure. Closure I Post Closure Plan Attached • • NORTHWEST IOWA AREA SOLID WASTE AGENCY HOUSEHOLD HAZARDOUS MATERIALS REGIONAL COLLECTION FACILITY SITE CLOSURE PLAN • General: The purpose of this plan is to complete all closure requirements for the Northwest Iowa Area Solid Waste Agency Household Hazardous Waste Regional Collection Center in accordance with the requirements of the Iowa Administrative Code 567 - 102.10 ( 455B ) and 211.8(2)f(3) lAC 102.12(10)a Details how and when the facility will be closed in accordance with applicable requirements. In the event that the NIASWA RCC is closed permanently, NIASWA will notify the Iowa Department of Natural Resources at least 180 days in advance of the anticipated closure date. Within 90 days after receiving the final volume of waste, or 90 days after the notice of closure, whichever is later, all household hazardous waste materials will be removed by the waste contractor. NIASW A will comply with all provisions of the closure / post closure plan according to 567 - 102. 12(10)(455B) and 211.8(2)f(3) of the Iowa Administrative Code. All· equipment, storage facilities, holding areas and drainage collection systems will be cleaned· anq. decontaminated at the time of site closure. All processed waste, stored waste, and waste from cleaning and decontaminating will be disposed in a permitted disposal facility . .. S a disposal project with processing facilities, a closure permit will be obtained. lAC 102.12(10)b Describe the proposed groundwater monitoring plan, leachate control system, and site inspection and maintenance activities necessary to comply with 567 - Chapter 110. The facility is an enclosed facility with secondary containment of waste materials. No groundwater· monitoring system or leachate control system is incorporated as a part of this facility. The facility will be closed by cleaning and properly disposing of all materials within secondary containment systems on site. lAC 102. 12(1 O)c States the name, address and telephone number of the person or office to serve as a contact with regard to the facility during the postclosure period. Chairman of Agency (Name of current Chairman is forwarded to IDNR annually) Northwest Iowa Area Solid Waste Agency 4540 360tb Street Sheldon, Iowa 51201 Telephone: 712 - 324 - 4026 lAC 102.12(1O)d The closure/ post closure plan shall be submitted as the time of the first permit renewal after enactment of this rule, but not less than 180 days prior to closure. A...~~original closure/ post closure plan was submitted and approved as a part of the original permit for the WNlASWA RCC facility. . . lAC 211.8(2)f(3) An approved Closure Post Closure Plan in accordance with 567 - 102.12(10 is required to be submitted as a criteria for selection of an RCC grant.