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ï×ØÓÇÏø×ÎÉ× øÊÓÆ×ÎÅÓÈÔÐÚÔÛÏÏ×Ê ì×Î×ÈÊÛÈ×ØÛÖÍÍÈÅÓÈÔÓÎÉÈ××ÐÊÍØ ø×ÎÉ× øÊÓÆ×ÎÅÓÈÔÐÚÔÛÏÏ×Ê ì×Î×ÈÊÛÈ×ØÍÎÐÃÛÖ×ÅÓÎÙÔ×ÉÅÓÈÔ ÓÎ æ×ÊÃø×ÎÉ× ÉÈ××ÐÊÍØØÊÓÆ×ÎÅÓÈÔÐÚÔÛÏÏ×Ê î ùÍÎÉÓÉÈ×ÎÙÃöÓ×ÐØè×ÉÈ ÚÐÍÅÉ ÖÈ ÷ÛÉÓÐÃÌ×Î×ÈÊÛÈ×ØÉ×Æ×ÊÛÐÓÎÙÔ×ÉÚÃÖÓÉÈ æ×ÊÃéÍÖÈ ÷ÛÉÓÐÃÌ×Î×ÈÊÛÈ×ØÉ×Æ×ÊÛÐÓÎÙÔ×ÉÚÃ éÍÖÈ ÈÔÇÏÚ ùÛÎÚ×Ì×Î×ÈÊÛÈ×ØÉ×Æ×ÊÛÐÓÎÙÔ×É öÓÊÏ ÚÃÈÔÇÏÚÅÓÈÔÏÍØ×ÊÛÈ××ÖÖÍÊÈ ê×ÛØÓÐÃÓÎØ×ÎÈ×ØÚÃÈÔÇÏÚÚÇÈ éÈÓÖÖ Ì×Î×ÈÊÛÈ×ØÍÎÐÃÅÓÈÔÕÊ×ÛÈ×ÖÖÍÊÈ ê×ÛØÓÐÃÓÎØ×ÎÈ×ØÚÃÈÔÇÏÚÎÛÓÐ æ×ÊÃéÈÓÖÖ óÎØ×ÎÈ×ØÅÓÈÔØÓÖÖÓÙÇÐÈÃÚÃÈÔÇÏÚÎÛÓÐ ôÛÊØ PROJECT NUMBER:BORING NUMBER: 382424M-1p-08 SHEET 1 OF 2 SOIL BORING LOG LOCATION : 25.0' W from Intersection of M Street & 6th Street SE (113523.0 N,1297965.4 E NAD 83/91) PROJECT : Auburn - M Street Grade Separation ELEVATION : 96.6 ft (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 32.0 ft bgsLOGGER : H. Pham START : 12/10/08 10:00END : 12/10/2008 SOIL DESCRIPTION COMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Asphalt surface 2.5 Poorly Graded Sand With Gravel(SP) 3-4-3 gray, moist, loose, estimated 15% rounded gravel. 12.0SS-1 (7) 4.0 5 5.0 Silty Sand(SM) 2-3-3 gray, moist, loose, estimated 10% rounded gravel. 8.0SS-2 (6) 6.5 7.5 Silty Sand(SM) SS-3 Index Test Results 1-2-3 similar to above, except less gravel. 14.0SS-3Gravel = 5.2% Fines = 43.0% (5) Sand = 51.8% 9.0 10 10.0 Silty Sand(SM) 2-4-27 gray, moist, dense, fine to medium sand, estimated 8.0SS-4 (31) 20% fines. 11.5 12.5 Poorly Graded Sand(SP) 31-17-15 gray, dry to moist, dense, medium sand, estimated 2.0SS-5 (32) 10% fractured gravel. 14.0 15 15.0 Poorly Graded Sand With Gravel(SP) 3-21-21 gray, moist, very dense, estimated 30% subangular 3.0SS-6 (42) gravel. 16.5 20 20.0 Well Graded Gravel With Sand(GW)Hard drilling 17-31-50/3" gray, moist, very dense, subangular gravel, up to 1" 12.0SS-7SS-7 Index Test Results (81/9") diameter. Gravel = 66.2% Fines = 4.8% 21.5 Sand = 29% 25 25.0 Poorly Graded Sand With Gravel(SP)Hard drilling 14-27-50/5" 8.0SS-8 gray, moist, very dense, medium sand, estimated (77/11") 26.4 10% subangular gravel. 30 PROJECT NUMBER:BORING NUMBER: 382424M-1p-08 SHEET 2 OF 2 SOIL BORING LOG LOCATION : 25.0' W from Intersection of M Street & 6th Street SE (113523.0 N,1297965.4 E NAD 83/91) PROJECT : Auburn - M Street Grade Separation ELEVATION : 96.6 ft (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 32.0 ft bgsLOGGER : H. Pham START : 12/10/08 10:00END : 12/10/2008 SOIL DESCRIPTIONCOMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Poorly Graded Sand With Gravel(SP) 30.0 14-21-28 gray, moist, dense, medium sand, estimated 30% 10.0SS-9 (49) subangular gravel, estimated 5% fines. 31.5 Driller Reports: Water table at 32.0' bgs 35 35.0 Poorly Graded Sand(SP) 6-14-22 gray, wet, very dense, estimated 5% gravel 8.0SS-10 (36) (subangular), medium clean sand. 36.5 40 40.0 0-6": Poorly Graded Sand(SP)Driller Reports: About 1.0' of heave at the 36-48-50/5" 20.0SS-11 same as above (SS-11A).bottom of the hole (98/11") 41.4 6-20": Poorly Graded Gravel With Sand(GP) gray, wet, very dense, subangular gravel, estimated 20% medium sand (SS-11B). Driller Reports: About 1.0' of heave 45 45.0 Poorly Graded Sand With Gravel(SP) 17-31-50/4" 12.0SS-12 gray, wet, very dense, medium sand, estimated 15% Piezo Construction (81/10") 46.3 subangular gravel. Well ID#: BAA947 Bottom of Boring at 45.3 ft bgs on 12/10/2008 0.0 - 2.0': concrete and flush mount monument 2.0 - 31.0': bentonite chips 31.0 - 44.0': silica sand 50 34.0 - 44.0': 20 slot, 1" Schedule 40 PVC screen 55 60 PROJECT NUMBER:BORING NUMBER: 382424M-2p-08 SHEET 1 OF 3 SOIL BORING LOG LOCATION : 80.0' E from M Street (in apartment parking lot) (113701.7 N,1298148.9 E NAD 83/91) PROJECT : Auburn - M Street Grade Separation ELEVATION : 94.8 ft (NAVD88) DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 30.5 ft bgsLOGGER : H. Pham START : 12/9/2008END : 12/12/2008 SOIL DESCRIPTION COMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Asphalt surface 2.5 Poorly Graded Sand With Silt(SP-SM) Hand dug to approximately 2.5' bgs 2-2-3 gray, dry to moist, loose, fine sand, estimated 10% 10.0SS-1 (5) fines, estimated 5% gravel. 4.0 5 5.0 Poorly Graded Sand With Silt(SP-SM) 2-1-2 similar to above, except very loose. 4.0SS-2 (3) 6.5 7.5 Silty Sand(SM) SS-3 Index Test Results 1-1-10 gray, dry to moist, medium sand, fine sand, 8.0SS-3Fines = 35% (11) estimated 5% gravel. 9.0 10 10.0 0-2": Poorly Graded Sand With Gravel(SP)Gravel was encountered at 10.0' bgs, very 16-50/5" 4.0SS-4 gray, dry, very dense, (SS-4A).hard drilling (50/5") 11.4 2-4": Poorly Graded Gravel With Sand(GP) gray, dry, rounded to subrounded gravel, up to 1" 12.5 diameter (SS-4B). Poorly Graded Gravel With Sand(GP) 30-50/3" 5.0SS-5 same as above. (50/3") 13.8 15 15.0 Poorly Graded Sand With Silt(SP-SM)Drilling rod was broken at 15.0' bgs. Stop 50/4.5" 2.0SS-6 brown, moist, very dense, medium sand, estimateddrilling at 10:00am (50/4.5") 16.4 10% fines, estimated 10% fractured gravel. Backfilled and patched the hole Relocated M-2p-08 to a new location about 5.0' east of original location. Second location drilled on 12/11/08. Upper 15.0' of soil at new location drilled without taking SPT samples. Started drilling at new location on 12/11/08 20 20.0 at 8:30 Poorly Graded Sand With Gravel(SP) 37-34-25 reddish gray, moist, very dense, medium sand, 16.0SS-7 (59) estimated 20% subangular gravel. 21.5 25 25.0 Poorly Graded Sand With Gravel(SP) 20-50/4" 11.0SS-8 gray-brown, moist, very dense, medium sand, (50/4") 26.3 estimated 10% subangular gravel. 30 PROJECT NUMBER:BORING NUMBER: 382424M-2p-08 SHEET 2 OF 3 SOIL BORING LOG PROJECT : Auburn - M Street Grade SeparationLOCATION : 80.0' E from M Street (in apartment parking lot) (113701.7 N,1298148.9 E NAD 83/91) ELEVATION : 94.8 ft (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 30.5 ft bgsSTART : 12/9/2008END : 12/12/2008LOGGER : H. Pham SOIL DESCRIPTIONCOMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Poorly Graded Sand With Gravel(SP) 30.0 16-15-12 gray, moist to wet, medium dense, medium sand, 10.0SS-9Driller Reports: groundwater table (27) estimated 5% fines, estimated 10% subangular encountered at 30.5' bgs (wet sample in 31.5 gravel. lower 4") 35 SS-10 Index Test Results 35.0 Poorly Graded Sand With Gravel(SP)Gravel = 39.6% Fines = 3.2% 7-13-19 gray, wet, dense, medium sand, subangular gravel. 20.0SS-10Sand = 57.2% (32) Driller Reports: 6" of heave 36.5 40 40.0 Poorly Graded Sand(SP)Stopped drilling at 14:30 due to equipment 5-19-27 gray, wet, dense, medium sand, estimated 5% fines.problems. 3.0SS-11 (46) 41.5 Resumed drilling on 12/12/08 at 8:30 45 45.0 Poorly Graded Sand(SP)Very hard drilling between 40.0'-50.0' bgs. 31-48-27 gray, wet, very dense, medium to coarse sand, 8.0SS-12 (75) estimated 5% fines, estimated 10% subangular 46.5 gravel. 47.0 47.4 6.0SS-1350/5"Poorly Graded Sand(SP) (50/5") gray, wet, very dense, medium to coarse sand, estimated 10% fines. 50 50.0 50.2 2.0SS-1350/2"Poorly Graded Sand With Gravel(SP) (50/2") gray, wet, very dense, coarse sand, estimated 15% fractured gravel. 55 55.0 28-50/3"Poorly Graded Sand With Gravel(SP) 6.0SS-14 55.8 (50/3") brown gray, wet, very dense, medium to coarse sand, estimated 5% fines, estimated 20% subangular gravel. 60 PROJECT NUMBER:BORING NUMBER: 382424M-2p-08 SHEET 3 OF 3 SOIL BORING LOG LOCATION : 80.0' E from M Street (in apartment parking lot) (113701.7 N,1298148.9 E NAD 83/91) PROJECT : Auburn - M Street Grade Separation ELEVATION : 94.8 ft (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 30.5 ft bgsSTART : 12/9/2008END : 12/12/2008LOGGER : H. Pham SOIL DESCRIPTIONCOMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Silty Sand With Gravel(SM) 60.0 13-17-3 brown gray, wet, medium dense, medium sand. 4.0SS-15SS-15 Index Test Results (20) Gravel = 39.3% Fines = 12.1% 61.5 Sand = 48.6% 62.0 Poorly Graded Sand With Silt(SP-SM) 11-20-19 brown gray, wet, dense, fine to medium sand, 4.0SS-16 (39) estimated 15% fines, 10% subangular gravel. 63.5 Bottom of Boring at 63.5 ft bgs on 12/9/2008 Piezo Construction 65 Well ID#: BAA946 0.0 - 2.0': concrete and flush mount monument 2.0 - 48.0': bentonite chips 48.0 - 62.0': silica sand 52.0 - 62.0': 20 slot, 1" Schedule 40 70 PVC screen 75 80 85 90 PROJECT NUMBER:BORING NUMBER: 382424M-3-09 SHEET 1 OF 3 SOIL BORING LOG PROJECT : Auburn - M Street Grade SeparationLOCATION : Approximately 100.0' E from SR18 Eastbound & M Street (113756.4 N,1298145.3 E NAD 83/91) ELEVATION : 119.2 (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 54.0 ft bgsSTART : 1/13/09 01:00END : 1/13/09 05:00LOGGER : H. Pham SOIL DESCRIPTIONCOMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Asphalt surface 5 5.0 Silty Gravel(GM) 9-19-18 light brown, dry to moist, dense, fine to coarse 12.0SS-1 (37) subangular gravel, fine to medium sand, estimated 6.5 15% fines. 10 10.0 Poorly Graded Gravel With Silt And Sand(GP-GM)Rig chattering 13-33-43 light brown, dry to moist, very dense, fine to coarse 16.0SS-2 (76) subangular gravel, estimated 10% fines, estimated SS-2 Index Test Results 11.5 20-30% fine to medium sand. Gravel = 50.5% Fines = 10.8% Sand = 38.7% 15 15.0 Poorly Graded Gravel With Silt And Sand(GP-GM) 9-35-55 light brown, moist, very dense, fine to coarse 12.0SS-3 (90) subangular gravel, estimated 10% fines, estimated 16.5 20-30% fine to medium sand. 20 20.0 Poorly Graded Gravel With Silt And Sand(GP-GM) 14-29-27 same as above. 12.0SS-4 (56) 21.5 25 25.0 Poorly Graded Sand With Silt And Gravel(SP-SM) 9-13-27 light brown, moist, dense, fine to medium sand, 10.0SS-5 (40) estimated 10% fines, estimated 20% fine subangular 26.5 gravel. 27.5 Poorly Graded Sand With Silt(SP-SM) 13-21-16 light brown, dry, dense, predominantly fine sand, 10.0SS-6 (37) estimated less than 10% fines, estimated less than 29.0 10% subangular gravel. 30 PROJECT NUMBER:BORING NUMBER: 382424M-3-09 SHEET 2 OF 3 SOIL BORING LOG PROJECT : Auburn - M Street Grade SeparationLOCATION : Approximately 100.0' E from SR18 Eastbound & M Street (113756.4 N,1298145.3 E NAD 83/91) ELEVATION : 119.2 (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 54.0 ft bgsSTART : 1/13/09 01:00END : 1/13/09 05:00LOGGER : H. Pham SOIL DESCRIPTIONCOMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Silty Sand(SM) 30.0 6-9-19 gray brown, moist, medium dense, predominantly 10.0SS-7 (28) fine sand, estimated 15% fines, less than 15% 31.5 gravel. 32.5 Poorly Graded Sand With Silt(SP-SM) 9-32-45 gray, dry to moist, very dense, fine to medium sand, 12.0SS-8 (77) estimated 10% fines, estimated less than 10% 34.0 gravel. 35 35.0 Poorly Graded Sand With Gravel(SP-SM)SS-9 Index Test Results 3-9-49 gray, moist, very dense, fine to medium sand, 12.0SS-9Gravel = 42.2% Fines = 10.1% (58) estimated 10% fines, estimated 10% gravel. Sand = 47.7% 36.5 Driller Reports: Encountered gravel at 38.0' bgs (2"-3" diameter, rounded to subangular) 40 40.0 40.4 4.0SS-1050/5Poorly Graded Sand With Silt(SP-SM) (50/5") gray, moist, very dense, fine to medium sand, estimated 10% fines. Hard drilling, rig chattering 45 45.0 Poorly Graded Sand With Silt(SP-SM) 9-19-29 gray, moist, dense, fine to medium sand, estimated 10.0SS-11 (48) 10% fines. 46.5 50 50.0 37-50/5Silty Sand With Gravel(SM) 10.0SS-12 50.9 (50/5") brown gray, moist, very dense, fine to medium sand, estimated 20% fines, estimated 10% fine to coarse subangular gravel. Driller Reports: Encountered water table at 55 approximately 54.0' bgs 55.0 Poorly Graded Sand(SP) 12-19-23 brown, wet, dense, estimated 10% subangular 10.0SS-13SS-13 Index Test Results (42) gravel. Fines = 3.0% 56.5 60 PROJECT NUMBER:BORING NUMBER: 382424M-3-09 SHEET 3 OF 3 SOIL BORING LOG LOCATION : Approximately 100.0' E from SR18 Eastbound & M Street (113756.4 N,1298145.3 E NAD 83/91) PROJECT : Auburn - M Street Grade Separation ELEVATION : 119.2 (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 54.0 ft bgsSTART : 1/13/09 01:00END : 1/13/09 05:00LOGGER : H. Pham SOIL DESCRIPTIONCOMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Poorly Graded Sand(SP) 60.0 16-36-44 brown, wet, very dense, estimated less than 5% 10.0SS-14 (80) fines. Hole was filled with bentonite and 61.5 abandoned Bottom of Boring at 60.8 ft bgs on 1/13/09 05:00 65 70 75 80 85 90 í ÿ þý ì ëêëñéûüñôôüøñðèôôçðñðüæòé òýûüñôôüðüðïïôî÷íòñ ÷ ÿ ýôôü ø øñôáòñî ñæïïæéáéà øûú åöûä úòïïòãüôâ ëáôñ÷ûñëàßâòëéüôèñæá÷ïê ëüòúðââôñãæüÞäèñòç ó ÿ øøûÞòâçÜòé ûû úÝ óø ö öù ýü ÿ ýü ö ú ù ø÷ ø ÷ ÿþýü øù ö ÷÷ ÷û ö ÷ ÿ þ öû þ÷ öö÷û øþ äää õþ ëñýðàôæÜáñðÜÜüðñüôèèñæïïæéáðü ððùúïùø÷û÷øñ÷õôóòôúóðùôúóïøñ÷ î èðñßêñòãé÷âòæÜü÷ÛôñîïòòÜô÷ýæéôüò âôèæëâÜðéè÷ôÜüæâðüôèØýæéôÜ÷üñðàôýæéô áñðÛôï ððùúïùø÷û÷øñ÷õôóòôúó èðñßêñòãé÷ ñæïïôññôçòñüÜÞðñèèñæïïæéáðüýü âòæÜü÷ÛôñîïòòÜô÷ýæéôüòâôèæëâÜðéè÷ôÜüæâðüôè ØýæéôÜ÷ëéæýòñâ ððùúïùø÷û÷øñ÷õôóòôúó èðñßêñòãé÷ âòæÜü÷âôèæëâèôéÜô÷ýæéôüòâôèæëâÜðéè÷ôÜüæâðüôè ØýæéôÜ÷ôÜüæâðüôè×ØýæéôüòàòðñÜôáñðÛôï ððùúïùø÷û÷øñ÷õôóòùøöûúâôèæëâêñòãé÷úðñèèñæïïæéá÷àòêêïôÜðüýü èñî÷âôèæëâèôéÜô÷ýæéôüòàòðñÜôÜðéè÷ôÜüæâðüôè ØýæéôüòàòðñÜôáñðÛôïëçüòä÷áñðÛôïÜ ïòèáôèæéÜÞòô üûúúùø÷û÷ùøöûúõôóòôúóøñ÷øñ÷ü éèôÚôÜüôÜëïüÜ ÜæâæïðñüòðêòÛôøñðÛôïÙ Ø ðéèÙØ ùæéôÜÙØ üûúúùø÷û÷ùøöûúõôóòôúóøñ÷øñ÷ü ÜðâôðÜðêòÛô üûúúùø÷û÷ùøöûúõôóòôúóøñ÷øñ÷ü ñæïïôññôçòñüÜÜðéèðüýü ÜðâôðÜðêòÛô÷ÜòâôðÜÞòêÜôñÛôèæéÜðâçïô ððùúïùø÷û÷øñ÷èðñßêñòãé÷âòæÜü÷âôèæëâ ñæïïôññôçòñüÜáñðÛôïÜðü ýü èôéÜô÷ýæéôüòàòðñÜôÜðéè÷üñðàôýæéôÜ÷éòáñðÛôï÷ ëéæýòñâ í ÿ þý ì ëêëñéûüñôôüøñðèôôçðñðüæòé òýûüñôôüðüðïïôî÷íòñ ÷ ÿ ýôôü ø øñôáòñî ñæïïæéáéà øûú åöûä úòïïòãüôâ ëáôñ÷ûñëàßâòëéüôèñæá÷ïê ëüòúðââôñãæüÞäèñòç ó ÿ øøûÞòâçÜòé ûû úÝ óø ö öù ýü ÿ ýü ö ú ù ø÷ ø ÷ ÿþýü øù ö ÷÷ ÷û ö ÷ ÿ þ öû þ÷ öö÷û øþ äää õþ ððùúïùø÷û÷øñ÷õôóòôúó Üæâæïðñüò ðêòÛô÷ôÚàôçüãôü÷ÜæïüÜôðâÜãæüÞùô ÚæéüòçæéàÞôÜ òýÜðâçïô æôÖòòéÜüñëàüæòé ÝòüüòâòýÞòïôðüýüêôïòãáñòëéè óôïï ÝÝÕ Üëñýðàô ýüàòéàñôüôãæüÞýïëÜÞâòéëâôéü ýüêôéüòéæüôàÞæçÜ ýüÜæïæàðÜðéè ýüÜïòü÷äÜàÞôèëïôÿÜàñôôéãæüÞ àðç PROJECT NUMBER:BORING NUMBER: 382424M-5-08 SHEET 1 OF 2 SOIL BORING LOG PROJECT : Auburn - M Street Grade SeparationLOCATION : South Lane of M Street (40.0' N from 4th Street SE) (114249.9 N,1297999.2 E NAD 83/91) ELEVATION : 91.0 (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 28.0 ft bgsSTART : 12/10/2008END : 12/10/08 14:45LOGGER : H. Pham SOIL DESCRIPTIONCOMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Asphalt surface 5 Vactor truck excavated upper 10.0' bgs to avoid utilities. Soil in the upper 10.0' bgs appears to be 10 silty sand, moist, no caving observed. 10.0 Poorly Graded Gravel With Silt And Sand(GP-GM)SS-1 Index Test Results 3-11-27 gray, moist, very dense, medium sand, estimated 10.0SS-1Gravel = 60.3% FInes = 10.3% (38) 15% fines, subangular gravel. Sand = 29.4% 11.5 12.5 No Recovery 50/4" 0.0SS-2Gravel in cuttings, rounded to subangular, (50/4") up to 3" diameter, hard drilling 14.0 15 15.0 Poorly Graded Gravel With Sand(GP) 31-36-30 gray, dry to moist, very dense, medium sand, 5.0SS-3 (66) estimated 5% fines, subangular gravel. 16.5 20 20.0 No RecoveryLost sampler shoe in the hole 25-36-50/4" 0.0SS-4 (86/10") 21.5 25 25.0 Poorly Graded Sand With Silt(SP-SM)SS-5 Index Test Results 15-30-26 gray, dry to moist, very dense, medium sand, 12.0SS-5Gravel = 9.6% Fines = 6.9% (56) subangular gravel. Sand = 83.5% 26.5 Driller Reports: Water table at 28.0' bgs 30 PROJECT NUMBER:BORING NUMBER: 382424M-5-08 SHEET 2 OF 2 SOIL BORING LOG LOCATION : South Lane of M Street (40.0' N from 4th Street SE) (114249.9 N,1297999.2 E NAD 83/91) PROJECT : Auburn - M Street Grade Separation ELEVATION : 91.0 (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 28.0 ft bgsSTART : 12/10/2008END : 12/10/08 14:45LOGGER : H. Pham SOIL DESCRIPTIONCOMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Poorly Graded Sand(SP) 30.0 5-10-14 gray, wet, medium dense, medium sand. 16.0SS-6 (24) 31.5 Bottom of Boring at 31.5 ft bgs on 12/10/08 14:45 Hole was filled with bentonite and abandoned 35 40 45 50 55 60 ë ÿ þý ÿ òñðïóðñüúûðóóûîïíö þÿ üóóûÿ ÷ ÿ ÷ðóãñðÞðèææèïã ïò ÷úù ÿçõ ú ùñææñåûóäÿëãóðöúðëòâäñëïûóíðèãöæêÿëûñùîääóðåèûá íðñé ßÿþ ÿ ÷÷ úáñäéÝñï úú ùà ß÷ õõøÿüû ÿÿ ÿ þÿüû õ ù øÿ ÷ö ÷ÿö þýüû ÷øõ ööÿ öú õ öÿ þ ý õúÿ ýö õõöú ÿ ÷ý ôý ëðüîòóèÝòñîðÝóãðîÜóæûîðûóííðèææèïãîû üüûõ÷ûôóúóôîóòñðïñõðôîóûôøúõ êæîòâöäñèÝûöäóíèëäíóïÝóöüèïóûñòñîðÝóÝîïíö óÝûèäîûóíÙüèïóÝöóÝûèäîûóíÙüèïóûñòñîðÝó ãðîÜóæëéûñ öòñîææèâóîééóîðîïòó þ íì üüûõ÷ûôóúóôîóòñðïñõðôîóûôøúõà ïíóÛóÝûóÝëæûÝ ÝîäóîÝîêñÜóøèïóÝÚÙ í ì ñõð÷ôîó ðóííèÝáêðñåïöäñèÝûöüèïóûñúÚÙ äóíèëäÝîïíöïñïéæîÝûèòüèïóÝöëïèüñðä ñõð÷ôîó íîðâêðñåïöäñèÝûöæññÝóöüèïóûñ äóíèëäÝîïíöóÝûèäîûóíÙïñïéæîÝûèòüèïóÝ öúõõûôóúóûôøúõòñðïñõðôîóôîóö ïíóÛóÝûóÝëæûÝ äóíèëäêðñåïöíðÞöÜóðÞíóïÝóöüèïóûñòñîðÝóãðîÜóæö÷ðîÜóæÚÙ üèïóûñòñîðÝóÝîïíöÝëêðñëïíóíûñÝëêîïãëæîðöîïíÚÙ ïñïéæîÝûèòüèïóÝöïñïëïèüñðäøèïóÝÚÙ èãòáîûûóðîûüû öúõõûôóúóûôøúõòñðïñõðôîóôîóö ÝîäóîÝîêñÜó öúõõûôóúóûôøúõòñðïñõðôîóôîóö þóðÞáóîÜÞðèãòáîûûóðñêêæóÝëéûñèïòáóÝ ÝîäóîÝîêñÜóñêÝóðÜóíèïòëûûèïãÝ üüûúùüøúû÷ÝæñëãáÝîïíîïíêðñâóïãðîÜóæðèééóíñëûîëãóðÝàðñâóïíðèææêèûÝñïæóîí éèóòóÝîëãóð üúùüøúû÷ðèææóððóéñðûÝæîðãóòñêêæó êñëæíóðîûüû ßîûóðéñÝÝèêæÞêóûåóóïîïíüû ë ÿ þý ÿ òñðïóðñüúûðóóûîïíö þÿ üóóûÿ ÷ ÿ ÷ðóãñðÞðèææèïã ïò ÷úù ÿçõ ú ùñææñåûóäÿëãóðöúðëòâäñëïûóíðèãöæêÿëûñùîääóðåèûá íðñé ßÿþ ÿ ÷÷ úáñäéÝñï úú ùà ß÷ õõøÿüû ÿÿ ÿ þÿüû õ ù øÿ ÷ö ÷ÿö þýüû ÷øõ ööÿ öú õ öÿ þ ý õúÿ ýö õõöú ÿ ÷ý ôý üüûõ÷ûôóúóûôøúõòñðïñõðôîóôîó ïíóÛóÝûóÝëæûÝ äóíèëäûñíîðâêðñåïîïíãðîÞöäñèÝûöÜóðÞíóïÝóöüèïó÷ðîÜóæÚÙ ûñòñîðÝóÝîïíöüèïóÝöüèïóûñòñîðÝóãðîÜóæëéûñ öîïíÚÙ ÝëêðñëïíóíöáóûóðñãóïóñëÝøèïóÝÚÙ üüûõ÷ûôóúóûôøúõòñðïôîóíîðâêðñåïûñ êæîòâöåóûöÜóðÞíóïÝóöüèïóûñòñîðÝóãðîÜóæëéûñ ö óÝûèäîûóíÙäóíèëäûñòñîðÝóÝîïíöûðîòóüèïóÝ üúùüøúû÷èïòáóÝáóîÜóèïÝîäéæóðÝñðûóíö ëïèüñðäöíèÝûëðêóíÝîïí üúùüøúû÷èïòáóÝáóîÜóèïÝîäéæóðÝñðûóíö ëïèüñðäöíèÝûëðêóíÝîïí üüûõ÷ûôóúóûôøúõòñðïñõðôîóôîó ïíóÛóÝûóÝëæûÝ æèãáûûñäóíèëäñæèÜóêðñåïöåóûöÜóðÞíóïÝóöüèïóûñ÷ðîÜóæÚÙ òñîðÝóãðîÜóæëéûñ öÝëêðñëïíóíûñÝëêîïãëæîðöüèïóÝöîïíÚÙ äóíèëäûñòñîðÝóÝîïíöïñïëïèüñðäøèïóÝÚÙ ðèææèïãðóüëÝîæîûüóóûúñÜóíüóóûîïíÝûîðûóí ÝóòñïíáñæóÿüûóðÝèïâèïãæóîíîëãóðÝöîûûóäéûóí äëíðñûîðÞíðèææèïãñÝûíðèææèïãüæëèíîïíòñëæíï×û äîèïûîèïòèðòëæîûèñïñïûèïëóíåèûáùÿöêæèïí íðèææèïãûñüû üúùüøúû÷èïòáóÝáóîÜóèïÝîäéæóðþóðÞáîðííðèææèïãüðñäûñüûðèææèïãðóüëÝîæ îûüóóûåèûáùÿ ñèóØñäóûóðêóòîëÝóñüûðñëêæóðóûðèóÜèïã àñûûñäñüáñæóîûüûêóæñåãðñëïíîëãóðÝüðñäêñðóáñæó Ýëðüîòó PROJECT NUMBER:BORING NUMBER: 382424M-7p-08 SHEET 1 OF 1 SOIL BORING LOG LOCATION : Alley Parallel to M Street SE (25.0' N from 4th Street SE) (114211.3 N,1297844.6 E NAD 83/91) PROJECT : Auburn - M Street Grade Separation ELEVATION : 92.8 (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : ---START : 12/9/08 13:00END : 12/9/08 14:15LOGGER : H. Pham SOIL DESCRIPTIONCOMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Asphalt surface (1") Coarse gravel beneath asphalt 2.5 Poorly Graded Gravel With Sand(GP) 4-7-7 gray, dry to moist, medium dense, subangular to 4.0SS-1 (14) rounded gravel up to 0.5" diameter, estimated 20% 4.0 sand. 5 5.0 Poorly Graded Gravel With Sand(GP) 3-7-27 similar to above, except dense. 4.0SS-2 (34) 6.5 7.5 Poorly Graded Sand With Gravel(SP) 10-36-50/2" 8.0SS-3 gray, dry, very dense, medium sand, estimated 30% Rig chatter (86/8") 8.7 gravel. 10 SS-4 Index Test Results 10.0 36-50/4"Well Graded Gravel With Silt And Sand(GW-GM) Gravel = 59.2% Fines = 6.9% 8.0SS-4 10.8 (50/4") gray, dry, very dense, subangular gravel, medium Sand = 33.9% sand. Hard drilling 12.5 12.9 3.0SS-550/5"Poorly Graded Sand With Gravel(SP) (50/5")gray, dry, very dense, medium sand, estimated 10% Hard drilling subangular gravel. 15 15.0 Well Graded Sand With Silt And Gravel(SP)Softer condition 14-21-19 similar to above, except dense, well graded. 8.0SS-6 (40) 16.5 SS-6 Index Test Results Gravel = 40.9% Fines = 7.3% Sand = 51.8% 20 20.0 Well Graded Sand With Gravel(SP) 14-28-50/4" 8.0SS-7 similar to above, except very dense. (78/10") 21.3 Bottom of Boring at 21.3 ft bgs on 12/9/08 14:15 Hole was filled with bentonite and abandoned 25 30 í ð ÿþ ÿ ñðïîóïðüúûïóóûíîìö þÿ üóóûÿ ÷ ÿ ÷ïóâðïÞïçååçîâ îñ ÷úù ÿæõ ú ùðååðäûóãÿêâóïöúïêñáãðêîûóìïçâöåéÿêûðùíããóïäçûà ìïðè òÿþ ÿ ÷÷ úàðãèÜðî úú ùß ò÷ õõøÿüû ÿÿ ÿ þÿüû õ ù øÿ ÷ö ÷ÿö þýüû ÷øõ ööÿ öú õ öÿ þ ý õúÿ ýö õõöú ÿ ÷ý ôý êïüíñóçÜâïíÜÜûíïûóììïçååçîâíû ýýüûúüùø÷øùöøõôóòôûó ÝóïÞìíïá éïðäîûðéåíñáöãðçÜûöåððÜóöüçîóûðãóìçêãÜíîìö óÜûçãíûóìÙüçîóÜöóÜûçãíûóìØÙüçîóûðñðíïÜó âïíÝóåêèûð ýýüûúüùø÷øùöøõôóòôûó ÜíãóíÜíéðÝóß îìóÛóÜûóÜêåûÜ øçîóÜÚÙ úÚÙ ýýüûúüùø÷øùöøõôóòüùñ÷ûãóìçêãéïðäîö ìïÞöãóìçêãìóîÜóöüçîóûðñðíïÜóÜíîìöóÜûçãíûóì ÙüçîóûðñðíïÜóâïíÝóåêèûð öûïíñóüçîóÜ ýýüûúüùø÷øùöøãóìçêãéïðäîöìïÞö ãóìçêãìóîÜóöüçîóûðñðíïÜóÜíîìöóÜûçãíûóìØÙ üçîóûðñðíïÜóâïíÝóåêèûð öûïíñóüçîóÜ ï÷ûûüùø÷øùöøõôóòüùñ÷ûïãóìçêãéïðäîöùóíÝÞïçâñàíûûóïíûüûðééåóÜ ìïÞöãóìçêãìóîÜóöüçîóûðñðíïÜóÜíîìöóÜûçãíûóì ÙüçîóûðñðíïÜóâïíÝóåêèûð öûïíñóüçîóÜ ýýüûúüùø÷øùöøõôóòüùñ÷ûãóìçêãéïðäîö ìïÞöÝóïÞìóîÜóöüçîóûðñðíïÜóÜíîìöüçîóûðñðíïÜó âïíÝóåêèûð öÜêéïðêîìóìûðÜêéíîâêåíïöüçîóÜ ýýüûúüùø÷øùöøõôóòôûóùöøüùñ÷û îìóÛóÜûóÜêåûÜ ÜçãçåíïûðíéðÝóöóÛñóèûãóìçêãìóîÜó÷ïíÝóåÚÙ íîìÚÙ øçîóÜÚÙ ýýü÷îýñ÷üú âïíÝóååðìâóìçîÜàðóÜäçûñàûðïçååóïïóèðïûÜÜðüûóïíûüûöèðÜÜçéåóäíûóï åíïâóïöðÝóïÜç×ó Üíãèåóï í ð ÿþ ÿ ñðïîóïðüúûïóóûíîìö þÿ üóóûÿ ÷ ÿ ÷ïóâðïÞïçååçîâ îñ ÷úù ÿæõ ú ùðååðäûóãÿêâóïöúïêñáãðêîûóìïçâöåéÿêûðùíããóïäçûà ìïðè òÿþ ÿ ÷÷ úàðãèÜðî úú ùß ò÷ õõøÿüû ÿÿ ÿ þÿüû õ ù øÿ ÷ö ÷ÿö þýüû ÷øõ ööÿ öú õ öÿ þ ý õúÿ ýö õõöú ÿ ÷ý ôý ï÷ûûüùø÷øüùñ÷ûõôóòùöøï ãóìçêãûðìíïá îìóÛóÜûóÜêåûÜ éïðäîöäóûöÝóïÞìóîÜóöüçîóûðñðíïÜóÜíîìöüçîóûð÷ïíÝóåÚÙ ñðíïÜóâïíÝóåöûïíñóüçîóÜíîìÚÙ øçîóÜÚÙ ýýü÷îýñ÷üúûðçîñàóÜàóíÝóÜðïûóìöêîçüðïãöïçååóïïóèðïûÜÜðüûóïóíÜÞìïçååçîâíûüû ìçÜûêïéóìÜíîì ýýüûúýüï÷ûûüùø÷øùöøìïãóìçêãûðïçååóïïóèðïûÜâïíÝóåÜíîìàíïìóïìïçååçîâíûüû ìíïáéïðäîöäóûöìóîÜóöüçîóûðñðíïÜóÜíîìöûïíñó âïíÝóåöûïíñóüçîóÜöêîçüðïã ýýüûúüùø÷øüùñ÷ûõôóòùöøãóìçêãûðìíïá îìóÛóÜûóÜêåûÜ éïðäîöäóûöÝóïÞìóîÜóöüçîóûðñðíïÜóâïíÝóåêèûð ö÷ïíÝóåÚÙ üçîóûðñðíïÜóÜíîìöûïíñóüçîóÜíîìÚÙ øçîóÜÚÙ ï÷ûûüùø÷øüùñ÷ûõôóòôûóùöøùöøï îìóÛóÜûóÜêåûÜ ãóìçêãéïðäîöäóûöÝóïÞìóîÜóöüçîóâïíÝóåöüçîóûðøçîóÜÚÙ ñðíïÜóÜíîìöóÜûçãíûóìØÙîðîèåíÜûçñüçîóÜúÚÙ çâñàíûûóïíûüû ý÷îýñ÷üúçîñàóÜÜåðêâàâïíÝóå í ð ÿþ ÿ ñðïîóïðüúûïóóûíîìö þÿ üóóûÿ ÷ ÿ ÷ïóâðïÞïçååçîâ îñ ÷úù ÿæõ ú ùðååðäûóãÿêâóïöúïêñáãðêîûóìïçâöåéÿêûðùíããóïäçûà ìïðè òÿþ ÿ ÷÷ úàðãèÜðî úú ùß ò÷ õõøÿüû ÿÿ ÿ þÿüû õ ù øÿ ÷ö ÷ÿö þýüû ÷øõ ööÿ öú õ öÿ þ ý õúÿ ýö õõöú ÿ ÷ý ôý ýýüûúüùø÷øüùñ÷ûõôóòùöøãóìçêãéïðäîö îìóÛóÜûóÜêåûÜ äóûöÝóïÞìóîÜóöüçîóûðñðíïÜóÜíîìöüçîóûðñðíïÜó÷ïíÝóåÚÙ âïíÝóåêèûð íîìÚÙ øçîóÜÚÙ ï÷ûûüùø÷øüùñ÷ûõôóòùöøïÜçãçåíïûðíéðÝóïçååóïïóèðïûÜÝóïÞàíïìûçâàûìïçååçîâöóÝóîçî Üóñðîìâóíï çó×ððîÜûïêñûçðî ßðûûðãðüàðåóíûüûéóåðäâïðêîìòóåå ßßÖ Üêïüíñó üû ñðîñïóûóäçûàüåêÜàãðîêãóîû üû éóîûðîçûóñàçèÜ üû ÜçåçñíÜíîì üû Üåðûö ÜñàóìêåóþÜñïóóîäçûà ñíè PROJECT NUMBER:BORING NUMBER: 382424M-9-09 SHEET 1 OF 3 SOIL BORING LOG PROJECT : Auburn - M Street Grade SeparationLOCATION : Westbound 18 Shoulder; 25.0' W of W Bridge End (113822.8 N,1297921.4 E NAD 83/91) ELEVATION : 119.7 (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 55.0 ft bgsSTART : 1/13/09 12:30END : 1/13/09 04:30LOGGER : K. Mugg SOIL DESCRIPTIONCOMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) 5 5.0 Well Graded Gravel With Silt And Sand(GW-GM) 24-32-27 dark brown to dark gray, moist, very dense, fine to 6.0SS-1 (59) coarse gravel, estimated 15% fine sand, estimated 6.5 5-10% nonplastic fines. 10 10.0 Well Graded Gravel With Silt And Sand(GW-GM)Cobble in shoe, two large gravels 17-35-41 same as above. 8.0SS-2 (76) 11.5 15 15.0 Well Graded Gravel With Silt And Sand(GW-GM) 12-18-21 similar to above, except dense. 6.0SS-3 (39) 16.5 20 20.0 0-6": Silty Gravel With Sand(GM) 17-31-28 dark brown, moist, very dense, fine to coarse gravel, 13.0SS-4 (59) estimated 15% sand, estimated 15% nonplastic fines 21.5 (SS-4). 6-13": Silty Gravel With Sand(GM) similar to above, except 3 large gravel fragments, Cobbles in cuttings light gray and dry (SS-4A). 25 25.0 Silty Gravel With Sand(GM)SS-5 Index Test Results 28-19-11 dark brown, dry, medium dense, trace brick 17.0SS-5Gravel = 50.5% Fines = 14.2% (30) fragments. Sand = 35.3% 26.5 27.5 Poorly Graded Sand With Silt And Gravel(SP-SM) 21-46-50 medium to dark brown, moist, very dense, estimated 13.0SS-6 (96) 10-15% coarse angular gravel, estimated 5-10% 29.0 nonplastic fines. 30 PROJECT NUMBER:BORING NUMBER: 382424M-9-09 SHEET 2 OF 3 SOIL BORING LOG LOCATION : Westbound 18 Shoulder; 25.0' W of W Bridge End (113822.8 N,1297921.4 E NAD 83/91) PROJECT : Auburn - M Street Grade Separation DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA ELEVATION : 119.7 (NAVD88) DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 55.0 ft bgsSTART : 1/13/09 12:30END : 1/13/09 04:30 LOGGER : K. Mugg SOIL DESCRIPTIONCOMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Poorly Graded Sand With Silt And Gravel(SP-SM) 30.0 6-20-41 similar to above, except bottom 3" large angular to 11.0SS-7 (61) rounded gravel pieces. 31.5 32.5 Sandy Silt With Gravel(ML) 28-47-45 grayish brown, moist, hard, estimated 15-20% fine to 8.0SS-8 (92) coarse subangular gravel. 34.0 35 35.0 Poorly Graded Sand With Silt And Gravel(SP-SM) 27-43-46 medium to dark brown, moist, very dense, estimated 16.0SS-9 (89) 10-15% coarse angular gravel, estimated 5-10% Rig is chattering; large cobbles in cuttings 36.5 nonplastic fines. 40 40.0 Poorly Graded Sand With Silt And Gravel(SP-SM) 50/5" same as above. 6.0SS-10 (50/5") 41.5 Rig chatter, more cobbles in cuttings 45 45.0 Well Graded Gravel With Sand(GW) 13-24-19 medium to dark brown, moist, dense, estimated 10.0SS-11 (43) 10-15% fine sand, 2" stiff silt lens, large gravel 46.5 pieces. Top 4" gravel slough 50 50.0 Well Graded Sand With Silt And Gravel(SW-SM)Gravel lodged in shoe 50/4" medium dark brown, moist, very dense, three 7.0SS-12 (50/4") medium gravel pieces. 51.5 SS-12 Index Test Results Gravel = 39.0% Fines = 8.2% Sand = 52.8% 55 55.0 Well Graded Sand With Gravel(SW)Driller reports water at 55.0' 16-27-32 dark gray, moist, very dense, estimated 15-20% 18.0SS-13 (59) coarse gravel. 56.5 60 PROJECT NUMBER:BORING NUMBER: 382424M-9-09 SHEET 3 OF 3 SOIL BORING LOG PROJECT : Auburn - M Street Grade SeparationLOCATION : Westbound 18 Shoulder; 25.0' W of W Bridge End (113822.8 N,1297921.4 E NAD 83/91) ELEVATION : 119.7 (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" Drop WATER LEVELS : 55.0 ft bgsSTART : 1/13/09 12:30END : 1/13/09 04:30LOGGER : K. Mugg SOIL DESCRIPTION COMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Silty Sand(SM)SS-4 Index Test Results 60.0 8-9-9 tan, wet, medium dense, bottom 6" stiff. 18.0SS-14Fines = 13.0% (18) 61.5 65 65.0 65.4 20.0SS-1516-50/5"Well Graded Sand With Gravel(SW) (50/5") dark brown, wet, very dense, fine to coarse sand, fine gravel, trace fines. 70 70.0 Poorly Graded Sand With Gravel(SP) 16-26-26 dark brown, wet, very dense, trace fines, estimated 12.0SS-16 (52) 15% fine to coarse gravel. 71.5 Top 4" gravel slough 75 75.0 Poorly Graded Sand(SP)Gravel lodged in shoe 45-41-21 dark brown, wet, very dense, fine sand, estimated 10.0SS-17 (62) 5-10% fine gravel. 76.5 80 80.0 13.0SS-1850/6"Poorly Graded Sand(SP)Gravel lodged in shoe 80.5 (50/6") same as above. Hole filled with bentonite and abandoned Bottom of Boring at 80.5 ft bgs on 1/13/09 04:30 85 90 ë ÿþ ÿý ÿ ûòûñðûûðïðüîíðìóö þÿ üóóûÿ ÷ ÿ ÷éóãðéÝéæííæèã èâ ÷úù ÿåõ ú ùðííðäûóïÿêãóéöúéêâáïðêèûóçéæãöíñÿêûðùòïïóéäæûàçéðì Þÿþ ÿ ÷÷ úàðïìîðè úú ùß Þ÷ õõøÿüû ÿÿ ÿ þÿüû õ ù øÿ ÷ö ÷ÿö þýüû ÷øõ ööÿ öú õ öÿ þ ý õúÿ ýö õõöú ÿ ÷ý ôý êéüòâóæîãéòÜóíçéæÜóäòÝûòéûóççéæííæèãòû üüûúùûø÷ö÷øõ÷ïóçæêïûðçòéáñéðäèö ïðæîûöíððîóöüæèóûðïóçæêïîòèçöèðãéòÜóíöûéòâó üæèóîöêèæüðéï ÿ îí óúòùøõ÷ çòéáñéðäèöüæèóûðïóçæêï ÿ èçóÚóîûóîêíûî îòèçöèðèìíòîûæâüæèóîøæèóîÙÛ î í üüûúùûø÷ö÷øõ÷ôóòñóúòüûóúòùøõ÷úÙÛ ì üæèóûðâðòéîóîòèçöûéòâóüæèóîöèð ãéòÜóí üüûúùûø÷ö÷øõ÷îòïóòîòñðÜóöîðïó ãéòÜóíæèñðûûðï æèâàóîðüîòïìíó üüûúùûø÷ö÷øõ÷ôóòñóúòøõ÷ûøðöú èçóÚóîûóîêíûî çòéáñéðäèöïðæîûöÜóéÝçóèîóöüæèóûðïóçæêïîòèçö÷éòÜóíÙÛ èðèìíòîûæâüæèóîöüæèóûðâðòéîóãéòÜóíòèçÙÛ øæèóîÙÛ éæííóééóìðéûîãéòÜóíîòûüûöØêîûñóüðéóîòïìíó üüûúùûø÷ö÷øõ÷ôóòñûøðöúïóçæêïûðçòéá ðññíóîêìûðæèâàóîæèâêûûæèãî ñéðäèöçéÝûðïðæîûöÜóéÝçóèîóöüæèóûðâðòéîóîòèçö ûéòâóüæèóîöóîûæïòûóç ÛüæèóûðâðòéîóãéòÜóí ïöúúûø÷ö÷ûøðöúôóòñøõ÷ï çòéáñéðäèö èçóÚóîûóîêíûî ïðæîûöïóçæêïçóèîóöüæèóãéòÜóíöîðïóãéòÜóíêìûðö÷éòÜóíÙÛ ïóçæêïûðâðòéîóîòèçöûéòâóüæèóîòèçÙÛ øæèóîÙÛ ùóòÜÝéæãâàòûûóéòûüû üüûúùûø÷ö÷øõ÷ôóòñûøðöúïóçæêïñéðäèö çéÝûðïðæîûöÜóéÝçóèîóöüæèóûðâðòéîóîòèçöóîûæïòûóç ÛüæèóûðâðòéîóãéòÜóíêìûðöûéòâóüæèóî óúòùøõ÷ çòéáñéðäèöïðæîûûðäóûöïóçæêï èçóÚóîûóîêíûî çóèîóöüæèóûðâðòéîóîòèçöûéòâóüæèóãéòÜóíöèðèìíòîûæâøæèóîÙ Û üæèóîöñðûûðï æèâàóîðüîòïìíóæîîæíûúÙÛ éæííóééóìðéûîîðüûóéòû ðé üû ë ÿþ ÿý ÿ ûòûñðûûðïðüîíðìóö þÿ üóóûÿ ÷ ÿ ÷éóãðéÝéæííæèã èâ ÷úù ÿåõ ú ùðííðäûóïÿêãóéöúéêâáïðêèûóçéæãöíñÿêûðùòïïóéäæûàçéðì Þÿþ ÿ ÷÷ úàðïìîðè úú ùß Þ÷ õõøÿüû ÿÿ ÿ þÿüû õ ù øÿ ÷ö ÷ÿö þýüû ÷øõ ööÿ öú õ öÿ þ ý õúÿ ýö õõöú ÿ ÷ý ôý üüûúùûø÷ö÷øõ÷ÜóéÝçòéáñéðäèöäóûö ïóçæêïçóèîóöüæèóûðâðòéîóîòèçöûéòâóèðèìíòîûæâ üæèóîöûéòâóüæèóãéòÜóí æó×ððèîûéêâûæðè ßðûûðïðüàðíóòûüûñóíðäãéðêèç Þóíí ßßÖ îêéüòâó üû âðèâéóûóäæûàüíêîàïðèêïóèû üû ñóèûðèæûóâàæìî üû îæíæâòîòèç üû îíðûöîâàóçêíóþîâéóóèäæûà âòì PROJECT NUMBER:BORING NUMBER: 382424M-11-09 SHEET 1 OF 1 SOIL BORING LOG LOCATION : L St. & SR18 Intersection (N of RR Tracks) (113965.4 N, 1297678.0 E) PROJECT : Auburn - M Street Grade Separation ELEVATION : 92.81 (NAVD88)DRILLING CONTRACTOR : Gregory Drilling, Redmond, WA DRILLING EQUIPMENT AND METHOD : 4-1/4" ID Hollow Stem Auger, CME 75 Truck-mounted rig, 140 lb Auto Hammer with 30" DropORIENTATION : LOGGER : H. Pham WATER LEVELS : ---START : 9/25/2009END : 9/25/2009 SOIL DESCRIPTION COMMENTS DEPTH BELOW EXISTING GRADE (ft) STANDARD PENETRATION INTERVAL (ft) TEST RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR,DEPTH OF CASING, DRILLING RATE, RECOVERY (in) MOISTURE CONTENT, RELATIVE DENSITY ORDRILLING FLUID LOSS, TESTS, AND CONSISTENCY, SOIL STRUCTURE, MINERALOGYINSTRUMENTATION 6"-6"-6" #TYPE (N) Concrete surface 2.5 Poorly Graded Gravel With Sand(GP) dark gray, moist, medium dense, estimated 20% 6-9-18 12.0SS-1 medium sand, <5% nonplastic fines, subangular (27) 4.0 gravel with average diameter = 0.5" 5 5.0 Similar To Above 10.0SS-224-39-28 (67) 6.5 7.5 Similar To Above Cuttings show gravel with average diameter = 1"-2", maximum diameter = 6", 25-27-41 12.0SS-3 subangular to subrounded (68) 9.0 10 10.0 Similar To Above 11.0SS-430-42-50/5 (92/11") 11.5 12.5 Similar To Above SS-517-15-12 10.0 (27) 14.0 15 15.0 Silty Sand(SM) dark gray, moist, very dense, estimated 20% 3.0SS-618-43-43 nonplastic fines, 5% subangular gravel with diameter (86) 16.5 up to 1", fine to medium sand 20 20.0 Poorly Graded Gravel With Sand(GP)Cuttings show gravel with average diameter dark gray with some brown spots, moist, medium= 1"-2", maximum diameter = 4", 8.0SS-710-16-13 dense, estimated 30% medium sand, <5%subangular to subrounded (29) 21.5 nonplastic fines, subangular gravel with average diameter = 0.5" 25 25.0 Poorly Graded Sand With Silt & Gravel(SP-SM) 14.0SS-8 25-34-27 gray to dark gray, dry to moist, very dense, 26.4 (61)estimated 10% nonplastic fines, 15-20% subangular gravel with average diameter = 0.5", fine to medium sand Bottom of Boring at 26.5 ft bgs on 9/25/2009 30 þ÷õ ÿþý ôùóòóòüûüúù øû÷öû ñ÷ èÖÿüë óé ô÷ é ìü ëêñ ñÿü éèçæé åíçäñøäççíÿñ çíãäâ ÿìÿß ëêñ äáíåñ ßççâüñëè üëè ñûù ÿþýæëýò ëÿÿàü ß ëÿ ãïãç ìôôÿè û ÿàü ß ëêñÿØÛêÿñë íü õúú ýòû øíï× ýò Þ ëÿèìÿßÿìé ìÿñôë Þêë íÿë éêìÿéüèêëêñ éêìñ ÿøÛéüéôèÛéÙìøüìèøüÿñëé ÿë êéëÛèÿüñëÿñëøèÿì ëêßÿÿñéêëÙè ôè êü ÿìÞ üñéêéëÿñüÙøéêìéëèÛüëÛèÿøêñÿè ìôÙ ìô éÛèÜ üÿ ÚëÙÿ ô ðéý ëéóê÷ þë è ú ëéó í ô úÝïíîÜ Ýî ùø øõõþ úðïî ý ú úøíî é÷Ýííïî ÷ ÷øî ø÷õõþ úðõî ÷ ÷ ëéóê÷ þë è ú ý ú ùûþ÷ óýû ô úÝáîÜê Ýíçî é÷Ýïî ëéó úú è õ ð÷øú ý÷ ú ø þý õ÷òðøõõþ úðú ûî ýõ ÷û õ ï ëéóí úýòø øõõþ úðïî ý ú úøî á ÷ ÷øî ø÷õî ÷ ÷ý ú ëéó ùûþ÷ óýû ç Û úû ý ÷ þýø ýû ÷ ûùúú ÷òðø øõõþ úðïî ý ú úø ä íóíî ÷ ÷øî ø÷õî ÷ ÷ ý ú ùûþ÷ óýû ëéó ú üõú ÿþý ñÞ õ í ü û÷ ùúú úùçö å óíý ýâ ÿþý ï üû ûûú ùúúø ÷ ý ÷ ö÷ õ÷öù÷ ø á þõ ÷ úõõ ôóôøúû ù÷ ú ÷ ò ýû ûùû ç úúùõ ä ñù õ í ï á ç ä í i i i i øÏÙÎ×ØÅÚÜÇÜÉÔÎÏ i i ÕÎÈËÊÜ×ÉØË ØÅÚÜÇÜÉÔÎÏ ï úËÎÊÊêØÚÉÔÎÏíÑÜÏçÔØÆ úÜÇÔÏÖÜÉéØÊÉíÔÉ úôð þýüû úù ÿþýüû úù øø÷ ö õôóõ ÿòô áëôØìóñîò éíÝíõôóòñðôïîíìóíëý÷êéíèýýøüöûýïýüö÷ ùÿû ìïòç÷æöýå ìõìâòñðôïîöûøèïòâç÷÷åóôïñëòóñôëîïþìêñ çòñììãóòâòñìçîýüæýæü ÷ýüî î áé õôÝÝìëîàûáþ ìãóòâòñðôïìÚßðáéìïñîýüó þÙ äòñìëõìâìõíîõìïÝñàîý äðçñàîçìáñàîý íôðõçìíóëðáñðôï íôðõïòéìßíóíÝëôßáíÛéúôõóôõôëóôééìïñí çìáñà éôðíñßëìóôïñìïñëìõòñðâìçìïíðñÛôë Ýëòáàðó úìõôä óôïíðíñìïóÛíôðõíñëßóñßëìéðïìëòõôÝÛ õôÝ íßëÞòóì ÜñÛáì Ý ý ü ñáí ý øü ÿ ÿ ýÿ ù ÿ þ ý ýüþû ÿ ñáí ü øü û ø ñáí ÷ ÿ ÿ ÿ ö þ ý ýüþû ý ñáí ù û ýý ôó ìî ú úý ûÿ ýü ï ý ï ýù çýî ýÿ ôüùàòìî ý ï ýø ïèþ å ý÷ ä ýö ü üý üü ü üù üÿ ü üø ü÷ üö úôð þýüû úù ÿþýüû úù øø÷ ö õôóõ ÿòô å÷ Øòÿýúþêê äõùÝãùæ ÿþýü ûúùøÿ ù÷öõùô ûó òûþñðï òòçþýü ûú ôûþçñïÿ ûý÷þÿý ÷úûîíòìë öýêëé ñþýòòèÿþçþýòñúðð ú ú þõ ÝÝò÷úàåî òèÿþçþýü ûòÚßüåõòûýúÿæëéîóÙêëé øþýò÷òçòùú ãòûÝýàú øüñýàúñòåýàú ù üñòùÿ÷üåýü û ù üûþõòóßùÿùÝ÷ ßåùÛõ óÿ ÷óÿ õõòûýù ñòåýà õ üùýß÷òÿ ûýòûýó÷òþýüçòñòûùüýÛ ÷ Ý÷þåàüÿ ò ø ÿ ûùüùýòûÿÛóù üùý÷ßÿýß÷òóõüûò÷þ ÝÛ Ý ùß÷Þþÿò ÜýÛåò Ýâêë ýåùä øü ãé âóóææìâ á ëê ê ó ä á ãê ãó á ó ãêæ áêê ãã ëíîìêã ä ëî ýåùä ñ÷æúâã ãé âóóææìâ á ëê ê ó ä á ãê ãó á ó ãêæ áêê ãã ëíîìêã ä ëî ýåùä ýåùä ÿæ òìë ú ûíæ ñ ú àêþòìë ú ûë ó ê ûíæ ø ãëâ ôðþ úùø÷ø÷û÷ûöù óòôñò õô àðøØè÷õòöÿÿíú á ú ùø÷öõôøóòóñ÷ úðïîíú ìûïýûóëêëêéèóöçïûæëå èùèãöõôøóòëêéìóöãçïïå÷øóõðö÷õøðòó è þîõÿ ü çöõèèä÷öãöõèçòææïòéýòöí ùøááèðòßà èä÷öãöõôøóèÜÛôàíèóõòû÷ ü ûÚÿ ü ñöõèðùèãèùúò þ ùèóáõßòñôçõßòûçèàõßò úøôùçèú÷ðôàõôøó úøôùóöíèÛú÷úáðøÛàúÝíâøù÷øùøð÷øííèóõú çèàõß íøôúõÛðè÷øóõèóõðèùöõôãèçèóúôõÝøð áðöàßô÷ âèùøñ ÷øóúôúõèó÷ÝúøôùúõðÛ÷õÛðèíôóèðöùøáÝ ùøá úÛðÙö÷è ÞõÝàè á ÿ õàú õàú û ÿ û ÿÿþ ý ÿ ý ÿýÿÿ é õàúû ÿ ÿ û ý õàúé þ ÿ ü ÿÿþ ûûý ý ÿý ÿÿ ê ÿ õàúý ï ÿ úþ ÿ ë õàú ÿ þ ø þ÷ è þò â âý ó û ó þ é ç òý ý ø þéßÿö è þò ó þÿþ ê ó ï ñ þ ë û é ý ê ï ë û ùñïþÿüûúþùøÿþÿýÿüûúþùø ÿ÷ö÷õô óþþÿòñðò ÿþÿýÿ ñ ßèþ×ëñïìðêé Þé òþñðïîþíìë êé éèüó çüüôôûùíüùó÷õûëíðæóåùüä ëòëàðïîþíìùõûçíðàæóóäñþíïèðñïþèìí ëý âï æðïëëáñðàðïëæì÷åùåùüìüúìðê òþÞÞëèìêûï ëáñðàðïîþíëÙÜîßêëíïìòñ õØ ãðïëèòëàëòéìòëíÞïÝìüúãîæïÝìæëßïÝìü éþîòæëéñèîßïîþí éþîòíðêëÜéñéÞèþÜßéÚêöþòñþòþèñþêêëíïé æëßïÝ êþîéïÜèëñþíïëíïèëòðïîàëæëíéîïÚþè ÞèðßÝîñ öëòþã ñþíéîéïëíñÚéþîòéïèÜñïÜèëêîíëèðòþÞÚ òþÞ éÜèÿðñë ÛïÚßë Þ üúú ü ü ô ø÷ û ïßéü ïßé ÿþý ÷ üûú ú ïßé ü ù ø÷ û õ ô ó ù ü ïßé÷ ö ö üû üü þ ñ ëý ì ü í ü í ü÷ æ üì÷úðê÷åùåù üú þ ÷Ýð ëý ì üõ í üô í üó ã üù ü ÷ ú õ ô ó ù PROJECT NUMBER:TEST PIT NUMBER: 382424TP-6-09 SHEET 1 OF 1 TEST PIT LOG PROJECT: Auburn - M Street Grade SeparationLOCATION: Approx. 150' W of M St. and SR 18 (N of RR tracks) (113949.4 N, 1297846.3 E) CONTRACTOR: Northwest Excavating & Trucking ELEVATION: 96.75 (NAVD88) DATE EXCAVATED: 9/24/2009 11:35:00 AM LOGGER: H. Pham EXCAVATION EQUIPMENT: CAT420 backhoe, rubber tires LENGTH: 10WIDTH: 3 WATER LEVELS: none observedDEPTH: 7 SOIL DESCRIPTION COMMENTS SOIL NAME, USCS GROUP SYMBOL, COLOR, DEPTH MOISTURE CONTENT, RELATIVE DENSITY OR GRAPHIC BELOW CONSISTENCY, SOIL STRUCTURE, MINERALOGY LOG SURFACE#TYPE Poorly Graded Gravel With Sand, Silt, And Cobbles(GP-GM)Grassy surface. light brown in the upper 1.5', black from 1.5'-2.0', moist, nonplastic 1 fines, fine to coarse sand, mostly fine to coarse sub-angular gravel TP-1 Index Test Results TPS-1 with average diameter of 1 to 2 inches, estimated 10% subrounded Gravel = 69.9% Fines = 7% 2 cobbles with maximum diameter of 4 inches, no boulders. Sand = 23.1% Well Graded Sand With Gravel, Silt, And Cobbles(SW-SM) 3 light brown, dry, soft, nonplastic fines, subrounded gravel with TP-2 Index Test Results average diameter of 1 to 2 inches, approximately 5% cobbles with Gravel = 29.5% Fines = 8.3% 4 TPS-2 average diameter of about 3 inches, trace of roots. Sand = 62.2% 5 Poorly Graded Gravel With Sand And Cobbles(GP)DR: Harder condition below 5.0' dark gray, moist, estimated 20% medium sand, subrounded gravel 6 TPS-3 with average diameter of 1 to 2 inches, 10% subangular to subrounded, slightly elongated cobbles with maximum diameter of 10 7 inches. End-of-Excavation Observation: 8 Bottom of Boring at 7.0 ft bgs on Test pit is dry; Caving in the south wall within the well 9 graded sand layer (below 3.0'); Stopped excavating at 7.0' because of 10 caving in the silty sand layer. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 PROJECT NUMBER:TEST PIT NUMBER: 382424TP-7-09 SHEET 1 OF 1 TEST PIT LOG PROJECT: Auburn - M Street Grade SeparationLOCATION: Approx. 150' W of M St. and SR 18 (S of RR tracks) (113876.1 N, 1297847.4 E) CONTRACTOR: Northwest Excavating & Trucking ELEVATION: 95.59 (NAVD88) DATE EXCAVATED: 9/24/2009 10:45:00 AM LOGGER: H. Pham EXCAVATION EQUIPMENT: CAT420 backhoe, rubber tires LENGTH: 10WIDTH: 3 WATER LEVELS: none observedDEPTH: 10 SOIL DESCRIPTION COMMENTS SOIL NAME, USCS GROUP SYMBOL, COLOR, DEPTH MOISTURE CONTENT, RELATIVE DENSITY OR GRAPHIC BELOW CONSISTENCY, SOIL STRUCTURE, MINERALOGY LOG SURFACE#TYPE Poorly Graded Gravel With Sand, Silt, And Cobbles(GP)Gravelly surface dark gray, moist, estimated 5% nonplastic fines, 10-15% medium 1TP-1 sand, subrounded gravel with average diameter of 1 to 2 inches, 10% subangular to subrounded cobbles with maximum diameter of 10 2 inches. Silty Sand (SM) 3 TP-2 light brown to dark gray to black, moist, estimated 15-20% nonplastic fines, fine to medium sand, 15-20% subangular to subrounded gravel 4 with diameter up to 2 inches, no cobbles. Poorly Graded Gravel With Sand And Cobbles (GP) 5 gray, moist, estimated 20% medium sand, subrounded gravel with average diameter of 1 to 2 inches, 10% subangular to subrounded 6 cobbles with maximum diameter of 10 inches. 7 TP-3 8 9 10 Bottom of Boring at 10.0 ft bgs on End-of-excavation Observations: 11 Test pit is dry; Soils can stand vertically; 12 No sign of caving or unravelling. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 PROJECT NUMBER:TEST PIT NUMBER: 382424TP-8-09 SHEET 1 OF 1 TEST PIT LOG PROJECT: Auburn - M Street Grade SeparationLOCATION: In the alley S of SR18, W of M St. (113694.4 N, 1297830.4 E) CONTRACTOR: Northwest Excavating & Trucking ELEVATION: 95.66 (NAVD88) DATE EXCAVATED: 9/24/2009 12:50:00 PM LOGGER: H. Pham EXCAVATION EQUIPMENT: CAT420 backhoe, rubber tires LENGTH: 10WIDTH: 3 WATER LEVELS: none observedDEPTH: 10 SOIL DESCRIPTION COMMENTS SOIL NAME, USCS GROUP SYMBOL, COLOR, DEPTH MOISTURE CONTENT, RELATIVE DENSITY OR GRAPHIC BELOW CONSISTENCY, SOIL STRUCTURE, MINERALOGY LOG SURFACE#TYPE Poorly Graded Gravel With Sand And Cobbles(GP)Gravelly surface. dark gray to brown, moist, very dense, trace of nonplastic fines, 1 mostly medium sand, subangular to subrounded gravel with average diameter of 1 to 2 inches, estimated 10% subrounded cobbles with 2 diameter up to 10 inches. 3 TP-1 Index Test Results Gravel = 45.7% Fines = 1.7% 4 Sand = 34.9% 5 TP-1 6 7 8 9 10 Bottom of Boring at 10.0 ft bgs on End-of-excavation Observations: 11 Test pit is dry; Soils can stand vertically; 12 No sign of caving or unravelling. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 PROJECT NUMBER:TEST PIT NUMBER: 382424TP-9-09 SHEET 1 OF 1 TEST PIT LOG PROJECT: Auburn - M Street Grade SeparationLOCATION: Approx. 300' W of M St. & SR18 (113873.9 N, 1297665.8 E) CONTRACTOR: Northwest Excavating & Trucking ELEVATION: 95.29 (NAVD88) DATE EXCAVATED: 9/24/2009 10:00:00 AM LOGGER: H. Pham EXCAVATION EQUIPMENT: CAT420 backhoe, rubber tires LENGTH: 10WIDTH: 3 WATER LEVELS: none observedDEPTH: 10 SOIL DESCRIPTION COMMENTS SOIL NAME, USCS GROUP SYMBOL, COLOR, DEPTH MOISTURE CONTENT, RELATIVE DENSITY OR GRAPHIC BELOW CONSISTENCY, SOIL STRUCTURE, MINERALOGY LOG SURFACE#TYPE Well Graded Gravel With Sand And Cobbles(GW)Gravelly surface. dark gray to light brown, moist, trace of nonplastic fines, mostly 1 medium sand, subangular to subrounded gravel with average TP-1 Index Test Results TP-1 diameter of 1 to 2 inches, estimated 10% subangular to subrounded, Gravel = 65.1% Fines = 3.1% 2 slightly elongated cobbles with diameter up to 10 inches. Sand = 31.8% 3 Silty Gravel (GM) light brown to dark gray/black, moist, nonplastic fines, mostly fine to TP-2 Index Test Results 4 TP-2 medium sand, subangular gravel with diameter up to 2 inches, a Gravel = 32.7% Fines = 43.6% decayed wood fragment in the sample (no smell). Sand = 23.7% 5 Poorly Graded Gravel With Sand And Cobbles(GP) gray, moist, mostly fine to medium sand, subrounded gravel with 6 average diameter of 1 to 2 inches, approx. 10% subangular to subrounded, slightly elongated cobbles with diameter up to 10 7 inches. TP-3 Index Test Results TP-3 Gravel = 70.5% Fines = 2.7% 8 Sand = 26.8% 9 10 Bottom of Boring at 10.0 ft bgs on End-of-excavation Observations: 11 Test pit is dry; Soils can stand vertically; 12 No sign of caving or unravelling. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 CH2M HILL City of Auburn M Street Grade Separation Project No. 382424.AA.10 Percent Passing 75 micron No. 200 Sieve Table 1 ExplorationSampleSample Depth Percent Passing Number Number (ft) U.S. Sieve No. 200 75 micron M-2 SS-3 7.5 35 M-3 SS-13 55.0 3 M-9 SS-14 60.0 13 Soil Technology J-09-2299 CH2M HILL M Street Grade Separation Project No. 382424.AA.10 Table 1 Moisture Contents and Percent Passing 75 micron ExplorationSampleSample Depth Moisture Content Percent Passing Number Number (ft) %U.S. Sieve No. 200 75 micron M-6-09 SS-2B 5.0 23 43 M-6-09 SS-9 30.0 8 9 M-6-09 SS-13 50.0 8 10 M-8p-09 SS-2B 5.0 5 6 M-8p-09 SS-13 50.0 11 7 M-10p-09 SS-2A 5.0 18 44 M-10p-09 SS-8 25.0 16 29 Soil Technology J-09-2319 Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.05.251.843.0SMA-4(0)NPNV 29.04.8GWA-1-aNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER silty sand inchesnumber sizesize 1.5100.0#494.833.8 176.7#1094.522.7 well-graded gravel with sand .75100.057.7#2094.316.1 .594.850.5#4093.411.6 .37594.846.5#6086.88.3 #14049.25.2 #20043.04.8 GRAIN SIZE REMARKS: 0.139019.9250 D 60 3.7155 D 30 0.3316 D 10 COEFFICIENTS 2.09 C c 60.09 C u Source of Sample: M-1Depth: 7.5Sample Number: SS-3 Source of Sample: M-1Depth: 20.0Sample Number: SS-7 SOIL TECHNOLOGY CH2M HILL Inc. Client: City of Auburn Project: M Street Grade Separation Project No. 382424.AA.10 Bainbridge Island, WA J-09-22991 Project No.:Figure Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.039.657.23.2SPA-1-bNPNV 0.039.348.612.1SMA-1-bNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER poorly graded sand with gravel inchesnumber sizesize 1.5100.0#460.460.7 188.3100.0#1050.651.4 silty sand with gravel .7584.273.0#2040.542.9 .576.671.6#4025.634.9 .37571.570.6#6013.625.7 #1403.813.4 #2003.212.1 GRAIN SIZE REMARKS: 4.60124.5216 D 60 0.51150.3158 D 30 0.2040 D 10 COEFFICIENTS 0.28 C c 22.55 C u Source of Sample: M-2ADepth: 35.0Sample Number: SS-10 Source of Sample: M-2ADepth: 60.0Sample Number: SS-15 SOIL TECHNOLOGY CH2M HILL Inc. Client: City of Auburn Project: M Street Grade Separation Project No. 382424.AA.10 Bainbridge Island, WA J-09-22992 Project No.:Figure Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.050.538.710.8GP-GMA-1-aNPNV 0.042.247.710.1SP-SMA-1-bNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER poorly graded gravel with silt and sand inchesnumber sizesize 1.5100.0#449.557.8 1100.090.3#1038.148.7 poorly graded sand with silt and gravel .7588.285.1#2028.441.8 .573.474.2#4019.535.0 .37566.267.8#6014.926.1 #14011.311.7 #20010.810.1 GRAIN SIZE REMARKS: 7.41695.7064 D 60 0.96180.3083 D 30 D 10 COEFFICIENTS C c C u Source of Sample: M-3Depth: 10.0Sample Number: SS-2 Source of Sample: M-3Depth: 35.0Sample Number: SS-9 SOIL TECHNOLOGY CH2M HILL Inc. Client: City of Auburn Project: M Street Grade Separation Project No. 382424.AA.10 Bainbridge Island, WA J-09-22993 Project No.:Figure Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.059.934.06.1GW-GMA-1-aNPNV 0.057.333.09.7GW-GMA-1-aNPNV 0.048.441.57.92.2GP-GMA-1-aNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER well-graded gravel with silt and sand inchesnumber sizesize 1.5100.0100.0#440.1 42.751.6 188.674.3100.0#1028.833.441.9 well-graded gravel with silt and sand .7582.570.691.2#2020.527.335.0 .559.460.772.2#4015.023.228.6 .37552.752.063.9#6010.917.920.8 poorly graded gravel with silt and sand #1406.510.412.0 #2006.19.710.1 GRAIN SIZE REMARKS: 12.876012.43957.8795 D 60 2.23891.33340.4789 D 30 0.21830.09210.0744 D 10 COEFFICIENTS 1.781.550.39 C c 58.97135.13105.85 C u Source of Sample: M-4p-09Depth: 12.5Sample Number: SS-5 Source of Sample: M-6-09Depth: 10.0Sample Number: SS-4 Source of Sample: M-6-09Depth: 30.0Sample Number: SS-9 SOIL TECHNOLOGY CH2M HILL Client: M Street Grade Separation Project: Project No.382424.AA.10 Bainbridge Island, WA J-09-23191 Project No.:Figure Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.060.329.410.3GP-GMA-1-aNPNV 0.09.683.56.9SP-SMA-1-bNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER poorly graded gravel with silt and sand inchesnumber sizesize 1.5100.0#439.790.4 183.0#1033.381.8 poorly graded sand with silt .7573.3100.0#2028.858.4 .554.597.3#4024.728.0 .37547.495.1#6019.614.7 #14011.27.5 #20010.36.9 GRAIN SIZE REMARKS: 14.42990.8854 D 60 1.07730.4486 D 30 0.1689 D 10 COEFFICIENTS 1.35 C c 5.24 C u Source of Sample: M-5BDepth: 10.0Sample Number: SS-1 Source of Sample: M-5BDepth: 25.0Sample Number: SS-5 SOIL TECHNOLOGY CH2M HILL Inc. Client: City of Auburn Project: M Street Grade Separation Project No. 382424.AA.10 Bainbridge Island, WA J-09-22994 Project No.:Figure Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.049.140.07.03.9GP-GMA-1-aNPNV 0.032.558.19.4SP-SMA-1-aNPNV 0.062.033.14.9GWA-1-aNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER poorly graded gravel with silt and sand inchesnumber sizesize 1.5100.0#450.9 67.538.0 1100.073.8#1037.949.327.5 poorly graded sand with silt and gravel .7583.8100.063.5#2030.036.819.4 .567.188.858.8#4024.427.012.7 .37565.283.951.7#6019.417.58.8 well-graded gravel with sand #14012.810.05.3 #20010.99.44.9 GRAIN SIZE REMARKS: 6.85263.448913.8681 D 60 0.84570.51352.5385 D 30 0.06820.10460.3013 D 10 COEFFICIENTS 1.530.731.54 C c 100.4632.9846.02 C u Source of Sample: M-6-09Depth: 50.0Sample Number: SS-13 Source of Sample: M-8p-09Depth: 20.0Sample Number: SS-7 Source of Sample: M-8p-09Depth: 30.0Sample Number: SS-9 SOIL TECHNOLOGY CH2M HILL Client: M Street Grade Separation Project: Project No.382424.AA.10 Bainbridge Island, WA J-09-23192 Project No.:Figure Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.059.233.96.9GW-GMA-1-aNPNV 0.040.951.87.3SW-SMA-1-aNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER well-graded gravel with silt and sand inchesnumber sizesize 1.5100.0#440.859.1 177.8100.0#1031.239.5 well-graded sand with silt and gravel .7570.585.7#2025.124.1 .559.384.0#4020.616.3 .37552.675.3#6014.511.9 #1407.57.7 #2006.97.3 GRAIN SIZE REMARKS: 13.04404.9728 D 60 1.74401.2383 D 30 0.16110.1861 D 10 COEFFICIENTS 1.451.66 C c 80.9626.72 C u Source of Sample: M-7Depth: 10.0Sample Number: SS-4 Source of Sample: M-7Depth: 15.0Sample Number: SS-6 SOIL TECHNOLOGY CH2M HILL Inc. Client: City of Auburn Project: M Street Grade Separation Project No. 382424.AA.10 Bainbridge Island, WA J-09-22995 Project No.:Figure Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.073.623.23.2GPA-1-aNPNV 0.060.935.23.9GPA-1-aNPNV 0.036.055.18.9SP-SMA-1-bNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER poorly graded gravel with sand inchesnumber sizesize 2100.0#426.439.1 64.0 1.577.9100.0#1019.331.355.2 poorly graded gravel with sand 169.672.7100.0#2015.224.845.8 .7565.666.688.0#4011.216.034.9 .548.253.579.2#607.69.022.1 poorly graded sand with silt and gravel .37537.448.471.6#1403.64.39.8 #2003.23.98.9 GRAIN SIZE REMARKS: 16.354515.42063.0527 D 60 6.65941.64490.3449 D 30 0.35630.27280.1090 D 10 COEFFICIENTS 7.610.640.36 C c 45.9056.5228.00 C u Source of Sample: M-8p-09Depth: 48.0Sample Number: SS-12 Source of Sample: M-8p-09Depth: 60.0Sample Number: SS-15 Source of Sample: M-10p-09Depth: 10.0Sample Number: SS-4 SOIL TECHNOLOGY CH2M HILL Client: M Street Grade Separation Project: Project No.382424.AA.10 Bainbridge Island, WA J-09-23193 Project No.:Figure Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.050.535.314.2GMA-1-bNPNV 0.039.052.88.2SW-SMA-1-bNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER silty gravel with sand inchesnumber sizesize 1.5100.0100.0#449.561.0 177.487.7#1042.054.8 well-graded sand with silt and gravel .7567.680.8#2036.331.1 .560.969.6#4031.119.7 .37557.967.7#6025.113.4 #14015.48.7 #20014.28.2 GRAIN SIZE REMARKS: 11.64154.0097 D 60 0.37980.8110 D 30 0.1566 D 10 COEFFICIENTS 1.05 C c 25.61 C u Source of Sample: M-9Depth: 25.0Sample Number: SS-5 Source of Sample: M-9Depth: 50.0Sample Number: SS-12 SOIL TECHNOLOGY CH2M HILL Inc. Client: City of Auburn Project: M Street Grade Separation Project No. 382424.AA.10 Bainbridge Island, WA J-09-22996 Project No.:Figure Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.058.836.34.9GWA-1-aNPNV 0.070.728.30.70.3GWA-1-aNPNV 0.068.923.06.71.4GP-GMA-1-aNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER well-graded gravel with sand inchesnumber sizesize 2.5100.0#441.229.331.1 2100.077.5#1022.721.926.0 well-graded gravel with sand 1.576.077.5#2012.815.020.5 1100.058.455.8#409.68.615.9 .7580.755.949.8#607.54.712.5 poorly graded gravel with silt and sand .572.546.242.8#1405.21.48.6 .37561.540.238.1#2004.91.08.1 GRAIN SIZE REMARKS: 9.188327.377827.4129 D 60 2.90475.03014.0390 D 30 0.47290.50010.1570 D 10 COEFFICIENTS 1.941.853.79 C c 19.4354.74174.56 C u Source of Sample: M-10p-09Depth: 15.0Sample Number: SS-6 Source of Sample: 1-EDepth: Grab Source of Sample: 2-EDepth: Grab SOIL TECHNOLOGY CH2M HILL Client: M Street Grade Separation Project: Project No.382424.AA.10 Bainbridge Island, WA J-09-23194 Project No.:Figure Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.047.841.77.72.8GP-GMA-1-aNPNV 0.030.556.310.13.1SMA-1-bNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER poorly graded gravel with silt and sand inchesnumber sizesize 2100.0#452.269.5 1.5100.088.8#1043.161.9 silty sand with gravel 183.883.0#2033.949.2 .7578.180.7#4024.536.0 .569.377.3#6017.725.0 .37563.874.5#14011.314.4 #20010.513.2 GRAIN SIZE REMARKS: 7.70901.7110 D 60 0.63240.3205 D 30 0.06590.0314 D 10 COEFFICIENTS 0.791.91 C c 117.0054.49 C u Source of Sample: 2WDepth: Grab Source of Sample: 4-WDepth: Grab SOIL TECHNOLOGY CH2M HILL Client: M Street Grade Separation Project: Project No.382424.AA.10 Bainbridge Island, WA J-09-23195 Project No.:Figure Particle Size Distribution Report 1000 9010 8020 7030 6040 5050 4060 3070 2080 1090 0100 1001010.10.010.001 GRAIN SIZE - mms Cobbles% GRAVEL% SAND% SILT% CLAYUSCSAASHTOPLLL 0.062.333.64.1GPA-1-aNPNV 0.070.226.03.8GPA-1-aNPNV USC Classification SIEVEPERCENT FINERSIEVEPERCENT FINER poorly graded gravel with sand inchesnumber sizesize 2.5100.0#437.729.8 2100.086.9#1029.924.4 poorly graded gravel with sand 1.584.573.0#2021.220.3 165.061.9#4012.113.4 .7561.654.2#607.17.4 .552.743.9#1404.44.1 .37547.439.8#2004.13.8 GRAIN SIZE REMARKS: 17.218223.5099 D 60 2.01564.8257 D 30 0.35130.3199 D 10 COEFFICIENTS 0.673.10 C c 49.0173.50 C u Source of Sample: TP-1Depth: Above 5Sample Number: grab 1 Source of Sample: TP-1Depth: Below 5Sample Number: grab 2 SOIL TECHNOLOGY CH2M HILL Inc. Client: City of Auburn Project: M Street Grade Separation Project No. 382424.AA.10 Bainbridge Island, WA J-09-22997 Project No.:Figure EDR PUR-IQ Report ÈÔ×ÓÎÈ×ÐÐÓÕ×ÎÈÅÛÃÈÍÙÍÎØÇÙÈÔÓÉÈÍÊÓÙÛÐÊ×É×ÛÊÙÔ èÔ×÷øêìçêóëÊ×ÌÍÊÈÖÛÙÓÐÓÈÛÈ×ÉÔÓÉÈÍÊÓÙÛÐÊ×É×ÛÊÙÔÌÐÛÎÎÓÎÕÊ×ËÇÓÊ×ØÈÍÙÍÏÌÐ×È×ÈÔ×ìÔÛÉ×ó÷éû ÌÊÍÙ×ÉÉèÔ×Ê×ÌÍÊÈÓØ×ÎÈÓÖÓ×ÉÈÔ×ÐÓÑ×ÐÓÔÍÍØ ÍÖÌÊÓÍÊÇÉ×ÙÍÆ×ÊÛÕ×ÚÃÉ×ÛÊÙÔÓÎÕÌÊÍÌÊÓ×ÈÛÊÃ÷øêìÊÓÍÊçÉ×ê×ÌÍÊÈÉ ÙÍÏÌÊÓÉÓÎÕÎÛÈÓÍÎÅÓØ×ÓÎÖÍÊÏÛÈÓÍÎÍÎÙÓÈÃØÓÊ×ÙÈÍÊÓ×ÉÖÓÊ×ÓÎÉÇÊÛÎÙ×ÏÛÌÉÛ×ÊÓÛÐÌÔÍÈÍÕÊÛÌÔÉ ÔÓÉÈÍÊÓÙÛÐÈÍÌÍÕÊÛÌÔÓÙÏÛÌÉÖÐÍÍØÏÛÌÉÛÎØîÛÈÓÍÎÛÐå×ÈÐÛÎØóÎÆ×ÎÈÍÊÃÏÛÌÉ ùÍÆ×ÊÛÕ×ÓÎÈÔ×ÖÍÐÐÍÅÓÎÕÔÓÉÈÍÊÓÙÛÐÓÎÖÍÊÏÛÈÓÍÎÉÍÇÊÙ×ÉÏÛÃÚ×ÇÉ×ØÛÉÛÕÇÓØ×ÈÍØ×Æ×ÐÍÌÃÍÇÊ ÔÓÉÈÍÊÓÙÛÐÊ×É×ÛÊÙÔÉÈÊÛÈ×ÕÃ 1. City Directory: ùÍÆ×ÊÛÕ×ÏÛÃ×ÄÓÉÈÖÍÊÌÍÊÈÓÍÎÉÍÖñÓÎÕùÍÇÎÈÃåû 2. Fire Insurance Map: åÔ×ÎÃÍÇÍÊØ×ÊÍÎÐÓÎ×ÛÎÃ÷øêìÛÙÑÛÕ×ÍÊÈÔ×÷øêêÛØÓÇÉïÛÌÅÓÈÔ ÷øêéÛÎÚÍÊÎïÛÌé×ÛÊÙÔ ìÊÓÎÈÃÍÇÊ×Ù×ÓÆ×ÉÓÈ×ÉÌ×ÙÓÖÓÙéÛÎÚÍÊÎ ïÛÌÙÍÆ×ÊÛÕ×ÓÎÖÍÊÏÛÈÓÍÎÛÈÎÍÙÔÛÊÕ× 3. Aerial Photograph: ùÍÆ×ÊÛÕ××ÄÓÉÈÉÖÍÊÌÍÊÈÓÍÎÉÍÖñÓÎÕùÍÇÎÈÃÖÍÊ éÔÓÌÌÓÎÕÈÓÏ× ÚÇÉÓÎ×ÉÉ ØÛÃÉ 4. 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