November 2, Job Number: Mr. Bob Gibson Warrior Golf Assets 151 Clubhouse Drive New Castle, CO Dear Mr.

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Kevin Merritt
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November 2, 2015 Subject: Interim Materials Testing Summary, Lakota Canyon Ranch Golf Course Clubhouse - Materials Testing Special Inspections, Garfield County, Colorado Job Number: 15-6582 Mr.

1 November 2, 2015 Subject: Interim Materials Testing Summary, Lakota Canyon Ranch Golf Course Clubhouse - Materials Testing Special Inspections, Garfield County, Colorado Job Number: Mr. Bob Gibson Dear Mr. Gibson, For the period ending October 31, 2015, representatives of GROUND Engineering Consultants, Inc. were on site to provide materials testing services at times scheduled by the Contractor, Subcontractor and/or Owner. Our reports have been completed in the field as our testing and observations were performed. The Contractor and applicable Sub Contractors were notified of the testing results and/or observations prior to our departure from the project site. This summary report includes the observation reports as well as the materials test results. Please do not hesitate to contact this office if you have any questions concerning these reports. Sincerely, GROUND ENGINEERING CONSULTANTS, INC. Chris Hutto, CET Construction Services Manager

2 Lakota Canyon Ranch Golf Course Clubhouse - Materials Testing/Special Inspection Garfield County, Colorado General Comments Field Observation Reports Job # GROUND Engineering Consultants, Inc. Period Ending 10/31/2015

Job No: 15-6582 Date: October 30, 2015 General Comments As scheduled, a representative arrived on-site to perform the below discussed services and we have the following comments.

The exposed materials were predominantly comprised of sandy gravel and cobbles that were generally consistent with the anticipated conditions as outlined in the project geotechnical report prepared

***STRUCTURAL FILL*** While on site, we observed RM Construction had placed structural backfill for the 24" foundation over-excavation for the cart barn footprint. Along approximate GL A.0-D.0/1.0-6.

3 Job No: Date: October 30, 2015 General Comments As scheduled, a representative arrived on-site to perform the below discussed services and we have the following comments. ***OPEN HOLE*** At GL locations A.0-D.0/ , the exposed materials at the base of the 24" over-excavation for the Cart Barn were observed. The exposed materials were predominantly comprised of sandy gravel and cobbles that were generally consistent with the anticipated conditions as outlined in the project geotechnical report prepared by Huddleston-Berry dated June 10, HB's report references an allowable bearing capacity of 2,000 PFC. The exposed materials were prepared in accordance with project documents. ***STRUCTURAL FILL*** While on site, we observed RM Construction had placed structural backfill for the 24" foundation over-excavation for the cart barn footprint. Along approximate GL A.0-D.0/ , RM Construction utilized a water hose, front-end loader and smooth drum vibratory roller to moisture-condition, place and compact the structural fill material in lifts up to approximate building elevation 96.5'. The structural fill was generated from the foundation excavation and "grizzlied" to remove oversized material greater than 6". Since the structural fill contains greater than 30% rock retained on the 3/4" sieve, according to ASTM D698/1557, nuclear moisture-density testing should not be used for acceptance testing. Upon visual observation, the material appeared moist, dense, and generally unyielding beneath the weight of the compacting equipment. Luke with RM Construction was notified of today's observations. Field Representative: Chris Hutto, CET

4 Lakota Canyon Ranch Golf Course Clubhouse - Materials Testing/Special Inspection Garfield County, Colorado Concrete Field Observation Reports/ Compressive Strength Job # GROUND Engineering Consultants, Inc. Period Ending 10/31/2015

Date Date: October 19, 2015 Job Number: 15-6582 Job Number General Contractor Concrete Cover Report As scheduled,

The locations of each sample are approximate.

5 Date Date: October 19, 2015 Job Number: Job Number General Contractor Concrete Cover Report As scheduled, a representative visited the project site to perform periodic concrete testing. The locations of each sample are approximate. Comments or Photos: Yes No Not Applicable Results within Specifications? Reinforcing Steel Checked? Subgrade Tested? Number of Cylinders Cast this Date: 5 Number of Pages Attached: 1 Field Representative: Chris Leeper

6 Date Report Date: October 26, 2015 Job Number: Job Number Placement Date: October 19, 2015 General Contractor Earthwork Contractor Placement Contractor: Burner Construction Rep. Notified: Brett Concrete Supplier: United Mix Identification: Total Cubic Yards Placed: 40 Weather/Temp.: Overcast/ 50's Placement Method: Pump truck Finish Method: Hand Item Number /Structure Type: Foundation footings Placement Location: Foundation footings bound by GL and A.0-F.0 Test No. 1 Specifications Specified Strength (psi): 4,000 Air Content (%): 5-7 Slump (in.): 4-6 Temperature ( F): Sample Location D.5/1.0 Truck Number Concrete Field Properties Ticket Number Batch Time Test Time Slump/ Spread C143 Air Content C231 (inches) (%) Conc. Temp. C1064 ( F) Unit Weight C :10 am 11:15 am (pcf) Water Added (gal.) 2 C.3/ :34 am 11:30 am C.0/2.8 (Retest) :34 am 11:40 am Compressive Strength Results (ASTM C39) Cylinders Cast on Ticket Number: Total Number of Cylinders Cast: 5 Laboratory ID: 5584 Cylinder Diameter (in.) Cross Sectional Area (sq. in.) Maximum Load (lbs.) Compressive Strength (psi) Test Date Test Age (days) Fracture Type ,410 2,820 10/26/ ,950 2,860 10/26/ /16/ /16/ /16/15 28 Average 28-Day Compressive Strength (psi): Comments: Field Technician: Chris Leeper First truck was placing concrete when we arrived at 11:15 am for 12:00 pm scheduled concrete testing. First truck was low on air and completely discharged before it could be adjusted. Second truck was also low on air and 24 oz of liquid air was added.

7 Lakota Canyon Ranch Golf Course Clubhouse - Materials Testing/Special Inspection Garfield County, Colorado Reinforcing Steel Field Observation Reports Job # GROUND Engineering Consultants, Inc. Period Ending 10/31/2015

8 Concrete Reinforcing Cover Report Date: October 19, 2015 Job Number: As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. Comments or Photos: Discrepancies Reported this Date? Yes No No. of Pages Attached: 1 Field Representative: Chris Leeper

9 Date Report Date: October 19, 2015 Job Number: Job Number General Contractor Earthwork Contractor Rebar Installer: Burner Construction Rep. Notified: Adolfo Documents Used: Plans Structure Type: Footings Placement Location: Foundation of footings bound by GL and A.0-F.0 Reinforcing Steel Reinforcing Steel Number of Bars, Size, Length, Grade, Spacing: Initial Non- Not Applicable Final Number and Spacing of Ties, Stirrups, Corner Bars: Clearance and Lap Length: Dowels to Adjacent Structure; wall, slab or other: Number and Spacing of Form Savers Installed: Form Length, Width, Depth: Embeds and Anchors No., Spacing, Size of Embed Plates, Headed Anchor Studs, Stud Rails: Anchor Bolts; Number of, diameter, embed length: Description of Non- Items: Form clearances were insufficient in some areas, items corrected before placements. Y Additional Comments/Clarification:

10 Concrete Reinforcing Cover Report Date: October 30, 2015 Job Number: As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. Comments or Photos: Discrepancies Reported this Date? Yes No No. of Pages Attached: 1 Field Representative: Chris Hutto

11 Date Report Date: October 30, 2015 Job Number: Job Number General Contractor Earthwork Contractor Rebar Installer: Burner Construction Rep. Notified: Adolfo Documents Used: Plans Structure Type: Walls, Pilasters and Pad Footings Placement Location: Walls, Pilasters and Pad Footings bound by GL and A.0-G.0 Reinforcing Steel Reinforcing Steel Number of Bars, Size, Length, Grade, Spacing: Initial Non- Not Applicable Final Number and Spacing of Ties, Stirrups, Corner Bars: Clearance and Lap Length: Dowels to Adjacent Structure; wall, slab or other: Number and Spacing of Form Savers Installed: Form Length, Width, Depth: Embeds and Anchors No., Spacing, Size of Embed Plates, Headed Anchor Studs, Stud Rails: Anchor Bolts; Number of, diameter, embed length: Description of Non- Items: Form clearances were insufficient in some areas, items corrected before placements. Y Additional Comments/Clarification:

Module 4 Waterside Bensalem, Pa Date

Module 4 Waterside Bensalem, Pa Date Date 2-12-16 WATERSIDE CONSTRUCTION, L.P. Building to be fully sprinklered per NFPA13R General Notes GN-1 General Notes DIAGRAMMATIC STAIR DETAIL GN-2 General Notes ¾" - GN-3 General Notes (R301.2.2.4