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20170203095642.pdfAmman Septic Designs Inc 14525 246th Drive SE Monroe, WA 98272 Allison Nelson 15922 E Shore Dr Lynnwood, WA 98020 Property Tax #: 005349-000-005-00 BROLD1NG DEPARTMENT March 7", 2016 10114 243" PL SW, Edmonds As per your request I have evaluated the soils found on the above referenced. The soil logs were as follows (see attached sketch for locations): #1 0-27" Alderwood Sandy Loam, 27-60"+ Gravelly Medium Sands ** no indications of a winter ground water table or other restrictive layers noted in this hole** #2 0-48" Alderwood Sandy Loam, 48--60"+ Gravelly Medium Sands ** no indications of a winter ground water table or other restrictive layers noted in this hole** #3 0-33" Alderwood Sandy Loam, 33-38" Mottled Alderwood Sandy Loam, 38"+ Compacted till ** note winter water table indicators noted at 33" from the surface but no water was observed in the hole. This hole was located in the area up by the street. If you require any further information, please don't hesitate to call or write me. www.GOTPERK.COM JEFF@(JOTPERK.COM (360) 794-7809 FOUND RP-BAR/CAP 'WP.l 16916' LOT 6 x FOUND R6BAR/CAP 'WEI 16916' z DEC 0 18 DECIDUOUSO 8 DECI, U'0 0 5H6.0 � 1�2 DECIDUOUS �w 24 FIR -- 88 ° I 1 CHERRY 16 BII L, l 20 FIR 5NED FIRS N89025'12"E 155.0 p- FOUND REBAR/C p 6 CB 'WEl 16916' 2 12 Cr. C. D HJQHl ND PARR- ATE A1 pzizo Materials Testing & Consulting, Inc. Geotechnical Engineering • SDecial Inspection • Materials Testing • Environmental Consulting Client: Adair Enterprises, L1. C Address: 15922 East Shore Drive Lyn wood, WA 98087 Attn: Win Lessley Revised on: Date: Project: Project #: Sample #: Sample date: January 12, 2017 Nelson Residence - 10114 143rd Place SW 1713003 B 17-0003 January 9, 2017 As requested MTC, Inc. has performed the following test(s) on the sample referenced above. The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below. The results obtained in our laboratory were as follows below or on the attached pages: Test(s) Performed: $ Test Results w Test(s) Performed: Test Results Sieve Anal sis Sulfate Soundness Proctor Bulk Denst & Voids Sand Equivalent e WSDOT Degradation g Fracture Count i Moisture Content i Specific Gravity, Coarse g Specific Gravitv, Fine' X Hydrometer Anal sis Sandy Loam Atterberg Limits If you have any questions concerning the test results, the procedures used, or if we can be of any further assistance please call on us at the number below. Respectfully Submitted, Cheryl Meredith WABO Supervising Laboratory Technician Corporate — 777 Chrysler Drive • Burlington, WA 98233 • Phone (360) 755-1990 • Fax (360) 755-1980 Regional Offices: Olympia — 360.534.9777 Bellingham -- 360.647.6111 Silverdale — 360.698.6787 Tukwila — 206.241.1974 Visit ourwebsite: www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Sieve Report Protect: Nelson Residence - 10114 143rd Place SW Date Received: 9-Jan-17 aA4"i`t4'I D-2487 Unified Soils Classification System Project #: 17B003 Sampled By: Other ` N$„ Silty Sand with Gravel Client: Adair Enterprises, LLC Date Tested: 10 Jan17 Sample Color: Source: Not Reported Tested By: M. Carrillo brown1* Jt a-011T-V �nw�,.s awr,p u Sam roe#: B1.7«1103 AS1M D421 AS"1'S^1WNW. ASTNI D431& A«STNt D-5821` Di5}= 0,021 men % Gravel = 31,9% Coeff. of Curvature, Cc = 0,50 Specifications D,u,= 0, 041 mm % Sand = 49.8% Coed'. of Uniformity, Cu= 83,72 No Specs D1e53= 0.062 mm % Silt & Clay = 18.3% Fineness Modulus = 3.62 Sample Meets Specs ? N/A Dt303= 0,265 mmr Liquid Limit= n/a Plastic Limit= n/a D150)= 1..840 mm Plasticity Index= n/a Moisture %, as sampled = n/a Dtwf=3.438 mm Sand Equivalent = n/a Rcq'd Sand Equivalent= De,q= 13,051 mm Fracture %, I Face = n/a Req'd Fracture %, 1 Face = Dust ludo = 27/59 Fracture %. 2+ Faces = n/a Re 'd Fracture %, 2+ Faces = AS"tMd. 13d Arr"r51 tt ad t3 „fltcttaak lnterpulatxrt c;�r>' s t:`irrotttulatt'wNe C:nmuiluaSi^er. rtitslte,ullor, Sieve Size f Percent Secs �� F Fr r rt 11a 'ii ��" d1«tatrie ffi"aeslln P'aasi� IW'liecs a ».�q �...... .... _, �.... roa on 12,00" 300,00 100% 100.0% 00% 1o,00" 250,00 100% 100,0% 0,0% 4I 8.00" 200,00 100% 1000% 0,0% son -�......, t-,, .-"k �„ xm"••• 6,00" 150,00 1 100% 100,0% 00% 4.00" 100,00 100% 100,0% 00% 3,00" 75,00 100% 100.0% 00% 2.50" 63.00 ]00% 100.0% 00% 2,00" 50,00 100% 100,0% 0,0% rmn ...... .... ........ ..,...,..., I,..,.. , ,...,. „� .,, x„, 1,75" 45,00 100% 1000% 00% . d ii 1S0" 37,50 100% 100.0% 0.0% �. 125" 31.50 100% 100"0% 00% 1.00" 25.00 97% 97% 100,0% 0.0% 3/4" 1900. 93% 100,0% 0,0% 5/8 16,00 92% 100.0% 0.0% � twwum a: 1/2' 12.50 90% 90% 100,.0% 0,0% � 3/8' 9.50 81 % l00 0% 00% amc ...... _ .�. r..... {�,, ' .,�. . �..� noon 1/4" 6.30 72% 100,0% 0,0% 94 4,75 68% 68% 100.0% 0.0% #8 2,36 53% 1000% 00% . ............... #10 2.00 51% 51% 100.0% 0.0%� #16 1,.18 45% 100.0% 0,.0% #20 0..850 43% 100.0% 0.0% I #30 0..600 41% 100,0% 0.0% #40 0,425 40% 40% 100..0% 0..0% ion ',�- I #50 0.300 32% 100,.0% 0 0% #60 0,250 29% 100,0% 00%, #80 0.180 25% 100,0% 00% °% imt,oy, IDWA Iaxx., 0110 o.ma a.wla un #100 0..150 23% 100,0% 0.0% #140 0,106 20% 100..0% 0,0% P"mass:"tr"n #170 0,090 19% 100,0"/0 00% 9200 0,075 18% l8% 100,0% 0,0% + .. +Snrl �. >A"n sP"c, �+ M4sPecs w smmnp,xcN. e wi a W' naarw Pu mart ,Ip "1'x 9m 1:4.axwp4w.0 W'rw OM-+j'k iWfnunwHia nd+iNilyvfly; uw nuwwRiruwwwnm wxd winf ri,nq aed. 4nnrxauwly mwrmm rrctl ruu �dw pvAaicwi«4 vna4wmn, all avpNrrw.r. emmrtlmwmudxr A'wednJStlanaaaf pwug wrcry upiN'umdd, ouW xrakwaeaxJeu d'ariW&:unimna9'akate mr Irxx"radn" ra uu5xarum wnrcypa3viyp; nmvnvyamum HmnenwraaY(µnEOw� neregxn xipp�wa. Comments: Reviewed by: Corporate - 777 Chrysler Drive • Burlington, WA 98233 • Phone (360) 755-1990 • Fax (360) 755-1980 Regional Offices: Olympia - 360.534.9777 Bellingham - 360.647.6111 Silverdale - 360.698.6787 Tukwila - 206.241.1974 Visit our website: www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Hydrometer Report Project: Nelson Residence - 10114 143rdPlace SW Date Received: 9-Jan-17 ASTM D 2487 Soils Classification Project #: 1713003 Sampled By: Other SM, Silty Sand with Gravel Client: Adair Enterprises, LLC Date Tested: 10-Jan-17 Sample Color Source: Not Reported Tested By: M. Carrillo brown S:titr lug: '1317-0003 ASTM 1D 22 HYDROMETER ANALYSIS ASTM, C-I 36 Assumed Sp Gr : 270 Sieve Analysis Sample Weight: 100.18 grams Grain Size Distribution Hydroscopic Moist.: 4,61% Sieve Percent Soils Particle Adj. Sample Wgt: 95.77 grams Size Passing Diameter 3.0" 100% 75.000 min Hydrometer rOV400 s m' qww 2.0" 100% 50.000 min Reading Corrected Percent Soils Particle 1.5" 100% 37.500 min Minutes Reading Passing Diameter 1.25" 100% 31,500 min 2 25 13.2 % 0.0332 min 1.0" 100% 25.000 min 5 17 9.0 % 0.0221 min 3/4" 93 % 19.000 min 15 12 6.3% 0,0131 min 5/8" 92% 16„000 min 30 9 4.8% 0.0094 mm 1/2" 90% 12.500 min 60 6 5 3.4 % 0.0068 min 3/8" 81 % 9,500 mm 250 3 1.6% 0,0034 mm 1/4" 72% 6,300 min 1440 1 0�5% 0.0014 min #4 68% 4,750 min #10 51% 2.000 mm % Gravel: 31 9% Liquid Limit: n/a #20 43% 0.850 min % Sand: 49.8 % Plastic Limit: n/a #40 40% 0.425 min %Silt: 15,8% Plasticity Index: n/a #100 23% 0,150 min % Clay: 2.5% #200 18.3% 0.075 nun Silts 18.1% 0,074 nun 15.2 % 0,050 mm 8.4% 0,020 min Clays 25% 0,005 min 0,8% 0.002 min Colloids 0.4% 0.001 min USDA Soil Textural Classification Particle Size % Sand: 2.0 - 0.05 min % Silt: 0,05 - 0.002 min % Clay: <0,002 min USDA Soil Textural Classification Sandy Loam All .,,'At., apply -ly to.d.l Iawaldrnrs :And inxterials tested. Fla n..I.l protection to diem,, the public end owncly ,, A report, nre a.bnnttcd.e lh,—m id.m&[ property nrrlie.t,, nrrl "nthomytion frtr prnblicaiion vCvtmBcmrnl�, �wm:lusiom ore nrncLn ['ro. or raynrdi:rq e:rr repaK, is ...rued per:dirg a:ar xrcr`tten nppmvul. Comments: Reviewed by: Corporate — 777 Chrysler Drive • Burlington, WA 98233 • Phone (360) 755-1990 • Fax (360) 755-1980 Regional Offices: Olympia — 360.534.9777 Bellingham — 360.647.6111 Silverdale — 360.698.6787 Tukwila — 206.241.1974 Visit our website: www.mtc-ine.net