DSHW-2025-000148

ATTACHMENT #1
LANDFILL DESIGN DRAWINGS
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CURRENT PARCEL LINES PROPOSED PARCEL LINES PROPOSED DISTURBANCE LIMITS LANDFILL AREA
FINISHED GRADE CONTOUR \ -----\- --,, ----- ASPHALT PATH
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EXISTING GRAVEL ROAD
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WEBER RIVER
STORMWATER\ RETENTION \
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4266' 4268' 4270' 4272' 4274'
4276' 4278' 4280 4282' 4284'
4286' 4288' 4290' 4292' 4294'
4296' 4298' 4300 4302' 4304'
4306' 4308' 4310' 4312' 4314'
WASTE DISPOSAL AREA=271,000± SQ FT WASTE DISPOSAL MATERIAL PLACED=99,000± C. Y. WASTE DISPOSAL VOLUME R£MAINING=200,000± C. Y. TOTAL LANDFILL VQLUM£=300,000± C. Y.
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LANDFILL AREA= 328,350± SQ. FT OR 7.537± ACRES
SCALE: 1" = 100'
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SCALE IN FEET
SITE
1. A 50 FOOT-WIDE TRAIL EASEMENT HAS BEEN GRANTED TO MARRIOTT-SLATERVILLE CITY. 2. ANY RUNOFF GENERATED BY THE SITE WILL 8£ COLLECTED ANO STORED ON SITE. TH£ FINAL ELEVATIONS DO NOT ALLOW RUN-ON FROM ADJACENT PROPERTIES. 3. THE FINAL 6 INCHES OF TOPSOIL WILL 8£ SEEDED WITH A SEED MIX SIMILAR TO NATIVE GRASSES AND MAY INCLUDE THE FOLLOWING: IND/AN RICEGRASS, FAIRWAY CRESTED WHEATGRASS, THICKSPIKE WHEATGRASS, ROSANA WESTERN WHEATGRASS, NORTHERN SAND DROPSEED, £SKI SA/NFO/N, ROCKY MOUNTAIN BEEPLANT, BLANKETFLOWER, APPAR BLUEFLAX, CALIFORNIA POPPY NORTHERN FOUR WING SAL TBUSH. THE SEED MIXTURE WILL 8£ APPLIED AT A RATE OF 14 LBS PURE LIVE SEED PER ACRE. 4. AT AN AVERAGE DEPTH OF FILL OF 23.7 FEET OVER THE DESIGNATED FILL AREA, THE FINAL CAPACITY IS APPROX/MATEL Y 300,000 CUBIC YARDS.
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1150 SOUTH DEPOT DRIVE, SUITE 225 OGDEN, UT 84404 [phone]
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1.A 50 FOOT-WIDE TRAILEASEMENT HAS BEEN GRANTED TO
A 50 FOOT-WIDE TRAIL EASEMENTHAS BEEN GRANTED TO MARRIOTT-
SLATERVILLE CITY. 2. ANY RUNOFFGENERATED BY THE SITE WILL BE
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LEGEND
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SCALE IN FEET
CURRENT PARCEL LINES WASTE DISPOSAL FOOTPRINT LANDFILL ARul
EXISTING GRADE CONTOUR ·.,•"•i\" ;i
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STORM WATER RETENTION
ASPHALT WASTE PROCESS/NG
CONCRETE WASTE PROCESSING
TOPSOIL & COVER MATERIAL STORAGE fl
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WASTE DISPOSAL
RECYCLABLE MATERIALS STORAGE
ASPHALT PATH
EXISTING GRAVEL ROAD
PROPOSED GRAVEL ROAD
WEBER RIVER \. \\ \
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ARulS WILL BE ADJUSTED AS NEEDED. 2.WASTE PROCESS/NG & DISPOSAL ARulS WITHIN WASTE DISPOSAL FOOTPRINT AR£ ROTATED AS NEEDED. \ \
\ BOUNDARY DESCRIPTION
A PART OF THE SOUTHWEST QUARTER OF SECTION 24. TOWNSHIP 6 NORTH, RANGE2WEST, SALTLAKEBASEANDMER/0/AN_ US SURVEY:
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BEGINNING AT A POINT 17.61 CHAINS NORTH AND 231.84 FEET WEST FROM THE SOUTHEAST CORNER OF SAID QUARTER SECTION. RUNNING THENCE NORTH 326.5 FEET,· THENCE NORTH 32'30' WEST 513.51 FEET,· THENCE WEST 509.25 FEET,· THENCE SOUTH 26°30'WEST 33 FEET, MORE DR LESS. THENCE NORTH 88°2238" WEST 701.53 FEET,· THENCE SOUTH 11°0339" EAST659.08 FEET, MORE OR LESS, THENCE SOUTH 75'39'39" EAST 216.64 FEET,· THENCE SOUTH 71 °0939" EAST 80.40 FEET,· THENCE SOUTH 85°41'39" EAST 110.90 FEET,· THENCE NORTH 89"34'21" EAST 131.75 FEET,· THENCE EAST TD THE POINT OF BEGINNING.
TOGETHER WITH RIGHT OF WAY (1427-483).
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'§ 1150 SOUTH DEPOT DRIVE, SUITE 225 OGDEN, UT 84404 [phone]
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ATTACHMENT #3
PLAN OF OPERATION
Advanced Paving and Construction Class IVb Landfill Permit Renewal Application 2023
2.0 - PLAN OF OPERATION
2.1 - SCHEDULE OF CONSTRUCTION (R315-302- 2(2)(a))
The landfill is an existing facility, and all basic components of the facility have been
constructed.
2.2 - DESCRIPTION OF ON-SITE WASTE HANDLING PROCEDURES (R315-302- 2(2)(b)
This facility is open only to Advanced Paving and Construction employees, and on-site
waste handling is controlled through employee meetings. All employees are informed about
which waste materials are acceptable for disposal, and areas of the landfill are to receive
specific types of waste material. Additionally, management personnel visits to the landfill area
are performed on a regular basis to observe that proper storage and disposal procedures are
being followed.
The volume of materials delivered to the landfill is tracked by means of a daily load
count. A copy of the daily load count form is provided in Appendix C. Daily load count records
are maintained for inspection at the office of Advanced Paving and Construction.
2.3 - SCHEDULE OF INSPECTIONS AND MONITORING (R315-302-2(2)(c) and R315-310-3(1)(g))
Inspections of the landfill facility are conducted not less than quarterly. The form used
for recording inspection observations is provided in Appendix C. In addition to the quarterly
inspections, management personnel regularly observe the facility to ensure that proper
procedures are being followed. Any deviations from appropriate procedures are immediately
corrected.
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Advanced Paving and Construction Class IVb Landfill
Permit Renewal Application 2023
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2.4 - CONTINGENCY PLANS IN THE EVENT OF FIRE OR EXPLOSION (R315-302- 2(2)(d))
The risk of a fire or explosion at this landfill is minimized by not allowing decomposable
waste such as household, restaurant, food processing, and commercial waste. Advanced Paving
and Construction employees are prepared to provide immediate fire suppression in the event
of a waste fire. Fire suppression will be accomplished by means of earth-moving equipment
when possible. If necessary, water may also be used to extinguish fires. The on-site stormwater
retention pond is equipped with a portable 6-inch diameter pump that may be used to provide
water for fire suppression. In the event of an uncontrolled fire or a fire that cannot be
managed by on-site personnel, the Weber County Fire Department will be contacted. The Fire
Department is located approximately 4 miles from the facility; the estimated response time is
10 minutes. On arrival at the facility, Fire Department personnel will assume responsibility for
fire abatement activities.
2.5 - CORRECTIVE ACTION PROGRAMS FOR GROUNDWATER CONTAMINATION (R315-302-
2(2)(e))
The possibility of groundwater contamination is minimal because disposal of hazardous
materials is not permitted at this facility. In the unlikely event that groundwater does become
contaminated, Advanced Paving and Construction will retain a qualified professional to define
the extent of the problem, develop a plan for corrective action, and implement the plan. The
Utah Division of Solid and Hazardous Waste will be notified if groundwater contamination is
observed or suspected.
2.6 - CONTINGENCY PLANS FOR OTHER RELEASES (R315-302- 2(2)(f))
The possibility of releasing explosive gases from the landfill is minimal because disposal
of decomposable waste is not permitted at this facility, and the materials that are accepted
have a very low potential for generating explosive gases. Failure of the runoff containment
system is not a significant possibility because the site is graded to direct runoff toward the low
point at the center of the facility. The low point of the facility is much lower than the
surrounding area, and this low area creates a storage volume that is many times the potential
runoff volume for the facility.
Waste materials that are likely to be transported by the wind will be covered the day
they are delivered to the site. The site will be frequently monitored for litter, and any litter that
is observed will be collected and covered.
2.7 - PLAN TO CONTROL FUGITIVE DUST AND COVERING OF WASTE (R315-302- 2(2)(g))
Vehicles traveling on the access road to the waste disposal site have the highest
potential for generating fugitive dust. Dust from the road has been minimized by covering it
Advanced Paving and Construction Class IVb Landfill
Permit Renewal Application 2023
8
with roto-milled asphalt (1" minus asphalt, recycled from existing roadways). Roto-milled
asphalt material covers the roadway and eliminates problems associated with dust. The
roadway surface has also been covered with a chip and seal coat to further protect the road
surface. Within the landfill area, water trucks are used to prevent dust problems by wetting the
ground surface.
Waste piles are regularly pushed off with a bulldozer and covered with soil. As
excavated soil is the most common type of material disposed of within this facility, material for
covering the waste is readily available. Additionally, topsoil is being stockpiled, which may be
used in the future to cover the site for final closure. If necessary, dust control as waste piles are
pushed off is accomplished using a water truck.
2.8 – LITTER CONTROL (R315-302- 2(2)(h))
The facility is used for the processing and storage of recyclable materials and the
disposal of non-recyclable materials. Dumpster and garbage can are provided for receptacles to
throw away garbage from users of the facility. The operator will perform inspections and clean-
up operations to control any litter that may occur.
2.9 - DESCRIPTION OF MAINTENANCE OF INSTALLED EQUIPMENT (R315-302- 2(2)i))
This facility does not contain a leachate collection system, gas collection system,
groundwater monitoring equipment, or any other installed equipment.
2.10 - PROCEDURES FOR EXCLUDING THE RECEIPT OF HAZARDOUS OR PCB WASTE (R315-302-
2(2)(j))
Hazardous materials or materials containing PCBs are excluded from this facility by
limiting facility access for waste delivery to only Advanced Paving and Construction employees
and allowing only materials from Advanced Paving and Construction's construction sites.
Acceptable materials for disposal at the landfill facility are identified at the construction site. If
any hazardous or otherwise unacceptable waste materials are identified on a construction site,
they are properly disposed of at a facility that is permitted to receive this waste. Hazardous
waste materials identified on an Advanced Paving and Construction job site must be handled
and delivered for disposal by either another contractor or the site owner. Advanced Paving and
Construction does not have the certifications necessary to handle and haul hazardous wastes.
2.10 - PROCEDURES FOR CONTROLLING DISEASE VECTORS (R315-302- 2(2)(k))
Controlling disease vectors is accomplished by eliminating the habitat attractive to
rodents. Non-recyclable wastes are regularly covered to stop potential nesting areas for
rodents or other undesirable types of animal life. Breeding grounds for insects are minimized by
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Advanced Paving and Construction Class IVb Landfill Permit Renewal Application 2023
avoiding grading that creates shallow pools of water. If areas of stagnant water are observed,
these areas are graded to promote drainage. The pond used to contain runoff near the center
of the facility is relatively deep and has not caused insect problems in the past.
2.11 - PLAN FOR ALTERNATIVE WASTE HANDLING (R315-302- 2(2)(l))
Conditions that would prevent this facility from accepting waste are unlikely because there is no
permanent equipment on-site. Equipment necessary for grading, covering, and processing waste
material is brought to the site as needed. This equipment could be rented from a number of sources if
breakdowns were to occur. If a condition preventing the facility from accepting waste does occur,
waste would be taken to another acceptable facility. Weber County C & D Landfill, which is located
approximately 11 miles away, is a potential alternate location for waste disposal.
2.12 – CLOSURE AND POST CLOSURE PLANS (R315-302- 2(2)(m))
Refer to Attachment 3 for detailed information.
2.13 – FACILITY COST ESTIMATE AND FINANCIAL DISCLOSURE (R315-302- 2(2)(n))
Refer to Attachment 3 for detailed information.
2.14 - GENERAL TRAINING AND SAFETY PLAN FOR OPERATIONS (R315-302- 2(2)(o))
The safety and operation of this facility are covered under the safety plan for Advanced
Paving and Construction. Training for Advanced Paving and Construction employees will also
include information from this document.
2.15 - RECYCLING PROGRAM (R315-302- 2(2)(p))
The facility is used for the processing and storage of recyclable materials and the
disposal of non-recyclable materials. Recyclable materials delivered to the site include soil and asphalt
paving materials. Recyclable materials are initially segregated in the waste disposal area
and then moved to the storage area on the east side of the property. Concrete and asphalt
materials are crushed for use for reuse in hot mix asphalt, roadbase, and common fill materials.
Stockpiles of asphalt and concrete materials are maintained in the storage area until needed for
roadway construction materials.
ATTACHMENT #3
CLOSURE AND POST-CLOSURE
Advanced Paving and Construction Class IVb Landfill Permit Renewal Application 2023
5.0 - CLOSURE PLAN
5.1 - CLOSURE SCHEDULE (R315-310- 4(2)(d)(i))
It is anticipated that with proper management and continued recycling of asphalt
material, this landfill may be operated in excess of 20 years. At the proposed final closure
elevation, this site could receive approximately 300,000 cubic yards of material. At this time,
the landfill is approximately 33% full, leaving approximately 200,000 cubic yards of available
capacity. In the past five years, the landfill received less than 1,000 cubic yards of waste
material per year. It is likely that Advanced Paving and Construction's business will continue to
grow, and the rate of material coming into the site will increase. If the amount of material
brought to the site for disposal increases to an average of 10,000 cubic yards per year or
approximately 18,000 tons per year, the landfill will approach its design capacity in
approximately 20 years.
5.2 - DESIGN OF FINAL CLOSURE (R315-310- 4(2)(c)(ix) and R315-305-5(5))
At final closure, the landfill will be closed as per applicable requirements with the State
of Utah, Weber County, and Marriott-Slaterville City. Prior to placing the final cover layer, the
site will be graded and leveled to create a smoothly contoured area. The landfill cover will
consist of a layer of clean soil at least 2 feet thick over the top of the waste. Excess soil
excavated from Advanced Paving and Construction's construction projects is a large portion of
the material delivered to this landfill, and the cover material will be obtained from the soil
delivered to the landfill. The 2-foot thick layer will include an upper layer of topsoil at least 6
inches thick. Topsoil will be stockpiled on-site for future use during closure. The final cover will
be seeded with shallow-rooted vegetation and a seed mix similar to native grasses. The
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Advanced Paving and Construction Class IVb Landfill
Permit Renewal Application 2023
12
proposed seed mix is shown in the maps in Appendix A.
Final grading contours and a typical cross-section are shown on the attached drawings.
The maximum elevation of the final cover is approximately 36 feet above the existing ground
surface. Advanced Paving and Construction is planning to use and maintain the landfill area
after landfill closure. Parts of the landfill area may be utilized for future facilities to process
roadway construction materials.
5.3 - CAPACITY OF SITE IN VOLUME AND TONNAGE (R315-310-4(2)(d)(ii))
The proposed closure grading plan provides a total landfill volume of approximately
300,000 cubic yards of material. At an average weight of 1.8 tons per cubic yard, 300,000 cubic
yards equates to 540,000 tons. It is estimated that the landfill is currently 33% filled, which
leaves 200,000 cubic yards or 360,000 tons of available capacity.
5.4 - FINAL INSPECTION BY REGULATORY AGENCIES (R315-310-4(2)(d)(iii))
Final closure of the facility will be conducted as per regulation R315-302-3(4)). This will
include notification to the Director of the Division of Waste Management and Radiative
Control that closure of this facility is intended as well as notification and appropriate
documentation that closure has been completed. Notification will also be given to any other
agency entity as may be directed (i.e., Weber County Environmental Health Department,
Marriott-Slaterville City).
6.0 - POST-CLOSURE CARE PLAN (R315-310-3(1)(h))
6.1 - SITE MONITORING (R315-310- 4(2)(e)(i)
Groundwater and surface water monitoring and site monitoring for landfill gases are not
required for a Class IVb landfill. Site monitoring associated with maintenance of cover material,
vegetation, and runoff control facilities is discussed in Section 6.3.
6.2 - CHANGES TO RECORD OF TITLE, LAND USE, AND ZONING RESTRICTIONS (R315-310-
4(2)(e)(v))
Upon closure, "plats and a statement of fact" concerning this facility will be recorded as
a part of the record of title with the Weber County Recorder. At the time of closure, a
determination will be made if changes to the title, land use, and zoning are required. If such
action is deemed necessary, steps will be taken to ensure proper compliance with appropriate
regulations.
Advanced Paving and Construction Class IVb Landfill
Permit Renewal Application 2023
13
6.3 - MAINTENANCE ACTIVITIES TO MAINTAIN COVER AND RUN-ON/RUNOFF CONTROL
SYSTEMS (R315-310- 4(2)(e)(iii))
Maintenance activities to maintain the cover and runoff control systems will include
semi-annual inspections to assess the condition of the landfill cover material, vegetation, and
runoff control facilities. Any areas of erosion or significant settlement will be repaired and the
area re-seeded. Maintenance of the runoff control facilities may include cleaning out the
retention areas to maintain sufficient storage volume. Due to the topography of the site, run-on
control facilities are not needed.
6.4 - POST CLOSURE CARE – CONTACT PERSON OR OFFICE (R315-310-4(2)(e)(vi))
Any questions or concerns during the post-closure care period should be directed to:
Advanced Paving and Construction
1723 West 1350 South
PO Box 12847
Ogden, Utah 84412
Telephone [phone]
7.0 - FINANCIAL ASSURANCE
7.1 - CLOSURE COSTS (R315-310- 4(2)(d)(iv))
Closure costs for this facility have been estimated to be $ 49,320.00. This cost
includes the cost to complete necessary engineering requirements, place topsoil, and seed
the landfill area. Closure costs are guaranteed by means of a surety bond.
Advanced Paving and Construction Class IVb Landfill
Permit Renewal Application 2023
14
TABLE 7-1. COST ESTIMATE FOR CLOSURE CONSTRUCTION
ADVANCED PAVING AND CONSTRUCTION CLASS IV LANDFILL
Item Unit $/Unit #Units Cost
1.Topographic Survey LS. $ 5,000.00 1 $ 5,000.00
2.Contract Admin., Bidding/Award LS. $ 3,500.00 1 $ 3,500.00
3.Project Management/QA LS. $ 2,000.00 1 $ 2,000.00
Engineering Subtotal $ 10,500.00
4.Topsoil/Cover Placement Cu.Yd. $ 3.00 6,000 $18,000.00
5.Revegetation Acre $ 1,000.00 7.5 $7,500.00
Construction Subtotal $25,500.00
6.10% Contingency 10% of Total $3,600.00
7.1% Performance Bond 2% of Total $720.00
8.Legal Fees 25% of Total $9,000.00
Legal and Contingency Subtotal $13,320.00
TOTAL $49,320.00
7.2 - POST-CLOSURE CARE COSTS (R315-310- 4(2)(e)(ii))
Post-closure care for this facility will include a semi-annual inspection of the facility for
the duration of the post-closure period (30 years). The semi-annual inspection will be used to
identify any areas of deficiency that may need correction. Correction activities may include but
are not limited to, filling significant areas of settlement, fence/gate repair, and maintenance of
run-on/runoff control facilities.
Advanced Paving and Construction Class IVb Landfill
Permit Renewal Application 2023
15
TABLE 7-2. POST-CLOSURE CARE
ADVANCED PAVING AND CONSTRUCTION CLASS IVB LANDFILL
Item Unit $/Unit #Units Cost
Semi-Annual Inspection Hr $ 50.00 60 $ 3,000.00
Furnish/place topsoil Cu.Yd. $ 16.00 100 $ 1,600.00
TOTAL $ 4,600.00
Post-closure care costs will be included in the surety bonding for closure costs.
7.3 - FINANCIAL ASSURANCE (R315-309-1(1))
Advanced Paving and Construction has obtained a Solid Waste Permitting and
Management Bond as approved by the Utah Division of Solid and Hazardous Waste. Old
Republic Surety Company is the underwriter of this bond.
ATTACHMENT #4
FACILITY FORMS
ADVANCED PAVING AND CONSTRUCTION
CLASS IVB LANDFILL
INSPECTION REPORT
DATE:
INSPECTOR:
Satisfactory Unsatisfactory
Water Run-on/Runoff:
Fence Lines/Gates
Waste Handling
Corrective Action(s) Required:
Date Corrective Action Completed:
Comments:
Signature:
ADVANCED PAVING AND CONSTRUCTION
CLASS IVB LANDFILL
LOAD COUNT
Week
Ending Dump Pit Run Week
Ending Dump Pit Run
Total Total
Operator_________________________Daily Sales Report Company Date__________________
Time Trk #Job Tons Outgoing Material Outgoing Material Outgoing Material Incoming Material
____1" Concrete Base
____1" Asphalt Base

____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
____1" Concrete Base
____1" Asphalt Base
____3" Recycled Fill ____1" Comm Base
____1" Asphalt Gravel
___Recyclable Conc/Asp
___C/D Waste(APC ONLY)
Total
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