Original source · versioned page text
App 5 - Wastewater Design
8/10 [OCR of page images] GLODAL TESTING THE ONLY NAME IN SOILS SOIL PROFILE REPORT CLIENT: Viki Dioszegi AUTHORIZED BY: Viki Dioszegi PROJECT: 328 Upper Pinbarren Creek Rd, DATE TESTED: 29/01/19 Pinbarren. JOB NO: 17/0752 Drilling Method: Jacro 105 100mm Borehole No: 1 Depth (mmm) Description PENET. Permeability — Test Result PT] a Pala (mid) - (Ksat) 0 SANDY CLAY (CL)- Low plasticity, pale brown, fine to medium sand, moist, stiff. 100 (category 4, weakly structured). 200 300 400 0.20 500 SANDY CLAY (CI}- Medium plasticity, red/brown, fine to medium sand, moist, stiff. (category 5, strongly structured). 600 700 800 900 1000 1100 1200 1300 1400 I 1500 Hole Terminated. 1600 } 1700 ] 1800 1900 i 2000 | | 2100 2200 2300 2400 2500 Borelogging in accoedance with AS1726-1993 Site Investigation Cade 8/10
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.