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CT 81-16; Vista Santa Fe Boring Logs; Soils Reports; 1981-03-25
-- - - -- - .- - - . . SY BORING NO. B1 LEVATION: 222+- BORING DIA. DESCRIPTION 2 SC,?<'\ Gray-brown, Wet, Medium Dense, Top Soil CL . \., I ,.I\, SC/,,l': Greenish-tan to Buff, Wet, Medium Dense, Clayey, I SM 'ib \ Sand Silty, &I;. CL Olive, Moist, Medium Stiff to Soft, Sandy Mudstone,(Disturbei rder Below but Highly Fractured Several NW Dipping Planes (slicked) with Iron Stains ' d&lded Clay, Gouge with Gypsum crystals. Dips a Few _------------- SC/ CL -- --A----- ---m-- YM Orange & Gray, Moist, Medium Dense to Dense, Silty Sandstone SW zght Olive Gray to Brown-Gray to Mottled Yellow 6 Red, Moist edium Stiff, Mudstone ,ight Olive Gray to Brown, Moist, Medium Stiff, Mudstone Zone looks disturbed but no well developed slide planes, NW Dipping Slicked Fractures _-_ BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. L = 3" O.D. Sampler, 1401b. hamet, 30" drop S = Standard Penetrweter SAMPLE TYPE U = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample LA COSTA SE18 + SE21 KLS I 3/25/81 11n175 Pl.ATE NO. ') - .~.~ --. - - - - - - - - -_ - z BORING NO, B' Can't- ; > . WI $ ELEVATION: BORING DIA, i2 :E: 2 DESCRIPTION > CL/ \ Dark Blue Gray, Moist, Very Stiff, Mudstone CH Massive \ Brown-Gray, Mottled Yellow-Brown, Red 6 Humid to Moist, Very Dense, Partially Cemented ’ .I d- . :, --,--- _---.------- St4 .I.)* Gray, Humid to Moist, Very dense, Fine, Slightly Cam&ted 1.1' Sandstone : I 'I I. - . . .~ ML Light Gray, Siltstone Humid to Hoist, Very Stiff to Hard, Sandy own-Gray, Humid to Moist, Very Dense, Fine Sandstone s-1 BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1' per blow. L = 3" O.D. Sampler, 1401b. hammer, 30" drop YZIMDSON ENGlmERlNG AssoclAlEs. INC. S = Standard Penetrometer SAMPLE TYPE U = Undisturbed Drive Sample LA COSTA SE18~ - SE21 C = Chunk Sample Kl..s I -7l751Rl B = Bulk Sample llll175 PT.ATP Ni-l -4 .- -. - - - - - - .~ - - - - - - St St BORING NO, B1 Co"'t- BORING NO, B1 Co"'t- ELEVATION: ELEVATION: BORING DIA. BORING DIA. DESCRIPTION DESCRIPTION , ..I. , ..I. I::[: Brown-G I::[: Brown-G ray, ray, Humid to Moist, Very Dense, Fine Sandstone Humid to Moist, Very Dense, Fine Sandstone ] .. I., ] .. I., ,"I'. ,“I’. . . . . c' Very Massive Hard Sandstone c' Very Massive Hard Sandstone END OF BORING END OF BORING L *WI BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. L = 3" O.D. Sampler, 1401b. hammer, 30" drop SMPMD!iON ENaNEEnlNc AssoclAns. INC. S = Standard Penetrometer SAMPLE TYPE D = Undisturbed Drive Sample IA COSTA SEl&- SE21 C = Chunk Sample KLS I 3/25/81 B = Bulk Sample 110175 PT.ATp. NC-. 4 - - - .~ - - -. - - -. - -~ .- 6- O- 2- 4- BU 61 8- D- 2- 4 6- 51 c D- 2- 4 5- lfl I I u; I% 16 I Y CL/ CH ' \ ML/. CL/ * CH , \ \ CL I SM i CL ' , , I ! r ~LEV::“:TLBZ~*~~G DIA, Sl, / DESCRIPTION Light Olive, Wet, Stiff to Medium Dense, Very Disturbed Mudstone Yellow-Brown, Wet to Moist, Medim Dense, Very Fine Sandy Silt-Claystone to Fine Sandstone I 1; , :.4 ome Shearing, h" remold, with gypsum, flat Disturbed 1" of General gouge, no good planes, some caliche Sheared Remolded es8 Sheard Below, Slicked Fractures Olive, Moist to Wet, Medium Stiff to Stiff, Clay h Minor Seepage L CContact dips a few degrees NW \I Blue-Gray, Moist, Stiff, Sandy Claystone Yellow-Tan, Moist, Dense, Sandstone Blue-Gray, Some Red & Yellow Mottling, Moist, Very Stiff to Hard, Sandy Claystone, Massive 2 ;- > ” ;’ 5 :’ 2 3 -_ --- BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. L = 3" O.D. Sampler, 1401b. hamer, 30" drop -ANDSON ENGlwEnlNG AssoclATEs. INC. S = Standard Penetrometer SAMPLE TYPE LA COSTA SE18, - SE21 u = Undisturbed Drive Sample C = Chunk Sample KLS I 3/25/81 B = Bulk Sample 110175 PLATE NO. 5 -. - - - - - - - .- 5L: I , b ui I2 Id 1 SC CL BLOW COUNT K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ par blow. L = 3" O,D Sampler, . . 1401b. hammer, 30" drop S’ S’ BORING NO, B2 Can't- BORING NO, B2 Can't- ELEVATION: ELEVATION: BORING DIA, BORING DIA, DESCRIPTION DESCRIPTION ,lue-Gray, Moist, Very Dense, Sandstone rown-Olive-Gray, Stiff, Mudstone ND OF BORING S = Standard Penetr&neter SAMPLE TYPE U = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample ;r > c * ;’ :t ? - - . . - - - _- .- .- - - 2- 4- 6- a- O- 21 Ill 4- fi- 3- 3- z- k- 5- 3-. I- 3U 2- i- 5 BORING NO, B3 BORING DIA, Brown, Moist to Wet, Medium Dense to Soft, Topsoil Buff, Moist to Wet, Very Fine Sand Highly Fractured Olive, Wet, Medium Dense, Claystone heared Zone h Slide Plane, Dips 10' N, 5" Remolded Clay Less Fractured Mudstone 4" Thick; Flat, Possible Old Slide Zone SLots of Gypsum along old planes, looks highly sheared but ealed jM ,., , Orange 6 Gray h Red Varigated, Moist, Very Dense, Cemented ;,I:?, Sandstone I Fairly Soft SM : Olive to Gtay, Moist, Mediurj Dense to Hard, Mudstone _-_ BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1' per blow. L = 3" O.D. Sampler, 1401b. hammer, 30" drop wcMDsouEm3- AssociAlEs. INC. S = Standard Penetrometer SAMPLE TYPE U = Undisturbed Drive Sample LA COSTA SE18 - Si21 C = Chunk Sample KLS I 3125181 B = Bulk Sample 110175 1 PLATBNO.7 - - - -~ - - - ,- -. - -~ IO- tz- .4 ,6 - ,a - O- 2- 4- 6- a- 0, 1 2- c 4- 6- 6- D- 2- BORING NO, B3 Can't* ELEVATION: BORING DIA. Olive, Moist, Hard, Massive, Sandy Mudstone with Orange Sandstone Lenses Gray Mottled Orange, Buff to Orange, Moist, Vary Dense, triations 6 Bedding Look Horizontal rown Clay Bed, 4" Thick, dips 10-15' W, Doesn't look like -wontact Dips 23' W. 6" zone of Varinated, Thin Mudstone - Wet Clay Beds, Possible Healed Slide Zone Slide Plane, 4" remolded, Highly Plastic Clay, Flat, very little color difference, Definite Plane :H/ :L Blue-Green, Moist, Hard, Clay END OF BORING BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. L = 3" O.D. Sampler, 1401b. hammer, 30" drop S = Standard Penetrometer SAMPLE TYPE D = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample LA COSTA SE18 - SE21 Kl.s I 3125181 110175 PLATE NO. S .- - __- .- - - .- .- .~ tl 2 9 . ac E 3% !z cl 2- 4- 6- a, O- 2- 4- 6- 3- 33 Z- 4- K- 3, 3- 2- 2 6 - CL CL SMI SC CL CL/ CH SM CL BORING NO. B4 BORING DIA, DESCRIPTION Dark Green-Brown, Wet, Medium Dense Topsoil Green-Gray, Wet, Medium Stiff to Soft, Clay Yellow-Orange, Wet, Medium Dense to Dense, Clean, Clayey '>&$Contact Dips, 15OS. Some Shearing 6 Gypsum Olive, Wet, Medium Stiff to Soft, Sandy Clay \U Mudstone ,'+.';i Orange d Gray, Wet, Medium Dense to Dense, Sandstone "I cl Gradational Irregular Contact Olive, Wet, Medium Stiff to Stiff, Clay Mudstone, Minor Seepage 1" Remolded Highly plastic Clay-Flat, very *..a. BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1' per blow. E& L = 3" O.D. Sampler, 1401b. hammer, 30" drop '~~~~~l~~~l%.IwC. S = Standard Penetrometer SAMPLE TYPE D = Undisturbed Drive Sample LA COSTA SElS.- SE21 C = Chunk Sample KLS I 3125181 B = Bulk Sample 110175 PLATE NO. 9 - - -- - - - - - .- - - - - - Ei! L 2 g P - BORING NO. B4 Can't- ELEVATION: BORING DIA, DESCRIPTION - a- O- CH CL Blue-Olive to Blue-Gray, Wet, Hard, Fractured Mudstone 2- 4- 6- 8- D- 2- \ END OF BORING KEY c BLOW COUNT K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. L = 3" O.D. Sampler, 1401b. hammer, 30" drop S = Standard Penetrometer SAMPLE TYPE u = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample ‘A = :; ;’ i: I I -MOSON ENGIWERINC A!S%CIATLS. ,m: hi COSTA sEta -s~2i KlS I 3125tai 1lfi17C "l *ml7 .n-. Ill - - .- - - - - - BORING NO, 5 Sl ELEVATION: la’+ BORING DIA, DESCRIPTION Brown, Moist, Medium Stiff Clay ,Gray-Green, Wet, Medium Stiff, Clay Gray with Orange, Wet, Moist, Clayey, Silty Sand Tan, Moist, Medium Dense, Silty Sand Olive to Dark Gray, Moist to Wet, Medium Stiff, Fractured Mudstone, (Some Slicked Fractures) ,Tan to Light Brown, Wet, Medium Stiff to Very Stiff, Clay -Highly Sheared, Well Developed Slide Plane ,%" to l”,very wet, sticky, remolded, plastic Clay. No Color Change - Zone is Flat Olive, Moist, Hard, Massive Mudstone Dark Green, Brown - Orange, Moist, Hard, Mudstone,(Orange -r r 4s C. :i :i SE -‘i r BLOW COUNT K - 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. I L = 3" O.D. Sampler, 1401b. hammer, 30" drop SAMPLE TYPE s = Sca?dayd PenetTOmeter U = Undrsturbed Drove Sample C = Chunk Sample B = Bulk Sample - ..- ‘- ,- - - - - -- - - .- s 2 2 z: . D4& E 2: E - ia - ,O- ,2- 4- 6- a- 0- 2- L CH, CL CL, CH CL CH BORING NO. BORING NO. 5 Can’t. 5 Can’t. ELEVATION: ELEVATION: BORING DIA, BORING DIA, DESCRIPTION DESCRIPTION \ \ Dark Green, Brown - Orange, Along Fracture) Moist, Hard, Mudstone,(Orange Brown, Moist, Hard, Very Massive Mudstone \ Blue-Olive, Moist, Hard, Mudstone \ Blue-Gray, Mottled Red, Moist, Hard, Very Massive Mudstone \ \ END OF BORING .-. BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. I L = 3" O.D. Sampler, 1401b. hammer, 30" drop S = Standard Penetrometer SAMPLE TYPE U = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample - - - - .- - .,- - 2- bI 4 B i- I- I- ,- ,- I I 4 t In- 1% I6 I i CL, CH CL SM ML SM, SW CL CL &!I 5 2 8 f 2 . ,i’;\ 12 ~[:‘I , .I: 1.; Id I,:) .;A P ‘0 $1 t:.J: k! t:! Y \ \ \ \ k \ \ L SI BORING NO, 6 LEVATION: &BORING DIA. DESCRIPTION Brown-Red Brown, Wet, Stiff, Clay Orange-Brown 6 Buff, Wet, Stiff, Sandy Clay Buff, Moist to Wet, Medium Dense, Sandstone Light,Green & Tan Mottled Orange, Moist to Wet, Medium Dens Sandstone contact Dip 15'S.- Watural Buff, Moist to Wet, Medium Dense Sandstone Mediun,Clean Sand Flat, Contact, Some Possible Old Shearing Olive with Orange Along Fractures to Gray, Moist, Wet, Stiff, Mudstone Remolded, Sheared, Sticky, Wet Clay #", Slide Plane, -Dips Possibly 5'N., Nearly Flat ___-------------- Green-Gray. Moist, Very Stiff, Clay Sandy Mudstone Gradational') YW I BLOW COUNT 2f K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. I 2 ;* 3r 5. 5: 2‘ - 3 5 L = 3" O.D. Sampler, 1401b. hammer, 30" drop S = Standard Penetrcmeter SAMPLE TYPE u = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample - - .-~ .- - - - - -~ - EL z E: - CL CH BORING NO, 6 Can't- BORING NO, 6 Can't- ELEVATION: ELEVATION: BORING DIA, BORING DIA, DESCRIPTION DESCRIPTION Same Blue-Green, Moist, Hard, Clay (Slow Drilling) 5ND OF BORING 2 ;. 3r. I . . Z: :’ - BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1' per blow. L = 3" O.D. Sampler, 140lb. hammer, 30" drop S = Standard Penetrometer SAMPLE TYPE II = Undisturbed Drive Sample 6 = Chunk Sample B = Bulk Sample LA COSTA.SE 18 - SE21 KLS I 3127181 110175 PLATE NO. ,4 ..- - - - .-. - - - -~ - - - .- - SI i BORING NO, B7 . 2 5 ELEVATION: 16” BORING DIA, e 2 DESCRIPTION Orange 6 Tan to Buff, Wet to Moist, Medium Dense, Sand reen-Cray 6 Orange, Wet, Medim.Stiff~, Sandy Silt Clay with arigated, Sheared, Slicked, Clay " Thick, Dips a Few Degrees South, Numerous Planes Orange-Tan, Wet, Medium Dense, Fine Sand Olive-Creen-Cray, Moist to Wet, Hard, Mudstone to Sandy Mudstone with Concretions \'\ . - L *. To Sandy Siltstone Massive _.. ., '<Zractured.with Slick Concoidal Surfaces : . **. . L Blue-Cray, Moist, Hard, Sandy Mudstone (Massive) *.a,. BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. I 2 ;, 31. :, 5: :’ L = 3" O.D. Sampler, 1401b. hammer, 30" drop SW?MDSON EMINEERING ASSOClAlES. MC. S = Standard Penetrometer SAMPLE TYPE u = Undisturbed Drive Sample LA COSTA SE18.- SE21 C = Chunk Sample K1.S I 1177lRl B = Bulk Sample 110175 I PLATE ‘NC-~ 15 -~ - .,- - .~ ~.. - - 2!!& s 2 $ P - 18 - ELEVATION: BORING DIA, DESCRIPTION \ I Blue-Gray, Moist, Hard, Sandy Mudstone (Massive) 6- 8- O- END OF BORING -L - BLOW COUNT I KEY - -- K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. w L = 3" O.D. Sampler, 1401b. hammer, 30" drop SlE?MDSON fCNGlNEERIN0 ASSOCIATES, INC. S = Standard Penetrometer SAMPLE TYPE u = Undisturbed Drive Sample LA COSTA SBl8'- SE21 C = Chunk Sample KLS I 3127181 B = Bulk Sample 110175 1 PLATE NO. 10 - - - -. - - - - .- - - - 4- 6, Iv a- O- 2- 1B 4- 6- a- O- 2- 4- 6- a, O- 2- 4- 6- ELEVATION: DESCRIPTION Brown, Wet, Medium Stiff to Soft, Topsoil Light Gray-Green, Moist, Medium Stiff, Sandy Silty Clay Varigated Streaked, Yellow, Brown & Orange, Moist, Soft, Clay Green-Gray to Orange-Brown, Moist, Medium Stiff to Hard Clay(Lotsof Gypsum Cement (Laminated) -1" Sheared Remolded Clay-Corn Flake Texture, Dips W. @ 10” Buff to Orange, Moist, Medium Dense, Sand seepage Y" Melded, Remold, Some Planes, Could be Slide Planes not I Real Plastic flight Green-Gray, Wet, Medium Dense, Clayey Siltstone ,Buff to Tan, Moist, Dense, Sandstone Light Olive-Gray to Dark Gray, Moist, Stiff, Clay to Sandy Mudstone .-- BLOW COUNT K - 3" O.D. Sampler, Kelly bar of drill rig drop 1’ par blow. I ‘A = ;* >c L 2’ 3: ?I’ - 3 A c 16 :. :i ;i :1 1 !I.4 L = 3" O.D. Sampler, 1401b. hammer, 30" drop - - - - - ~- BORING DIA, DESCRIPTION \ an, Wet to Saturated, Dense, Hard Sandstone Remold Clay, Not Real Sticky, Too Gray, Saturated, Soft, Fractured Clay Blue-Green, Wet, Hard, Mudstone Tan, Saturated, Dense, Sandstone _-- BLOW COUNT K = 3" O.D. Sampler, drop 1' per blow. Kelly bar of drill rig $g$E L = 3" O.D. Sampler, 1401b. hmmner. 30" drop b((DMDSON ENGINEERING ASSOCIATLS. IWC. S = Standard Penetrometer SAMPLE TYPE D = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample LR COSTA SE18 '- E21 lms I 3/27/Rl 110175 1 PLATE NO. IR - -. - - .- - - 2- i- i- 1- I- , ,- B- 3- BORING NO, " ELEVATION: 160+- BORING DIA. DESCRIPTION Dark Olive Brown to Brown, Wet, Medium Stiff to Soft, Clay (Sheared Slickensided) (Soil Creep Zone) Pale Olive, Moist, Medium Dense to Soft, Silt \ \ Dark Olive, Moist, Medium Soft, Massive Mudstone \ \ :‘I q: '1;:. Olive-C=ay,to Tan, Moist, Dense, Fine Sand (Concretion) Massive Sandstone Pinkish Tan to Tan to Dark Yellow Tan, Moist to Saturated, Medium to Coarse Sand Moist, Medium Stiff to Stiff, Very Frac- tured Mudstone with Slikensided Fracture Planes (Minor Seepage) Olive, Moist, Medium Stiff Clay Tan, Moist, Medium Stiff to Soft, Soft, Extremely Sheared sive Mudstone) NIL R,. -,OW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1' per blow. L = 3" O.D. Sampler, 1401b. haaraer, 30" drop WMDSON ENGIMENING AssoclAlEs. INC. S = Standard Penetrometer SAMPLE TYPE u COSTA sm - ~~21 u = Undisturbed Drive Sample C = Chunk Sample KT.S I ?/?RIRl B = Bulk Sample 110175 PLATE NO. ?9 - .~ - ._ ! - - - - .,- .- - - - IO _ 12- 14 - I . 2 ‘3 - CL CL BLOW COUNT K = 3" drc L = 3" s = ste SAMPLE TYPI u = uni C = Chr B = Bul BORING NO, 9 Can't. LEVATION: la’+- BORING DIA, DESCRIPTION Blue-Gray, Moist, Very Stiff, Clay Very Dark Blue-Gray, Moist, Hard, Clay \ h\I I z \’ END OF BORING KEY - .D. Sampler, Kelly bar of drill 1’ per blow. ,D. Sampler, 1401b. hammer, 30" lard Penetrmneter ?turbed Drive Sample c Sample Sample rig drop WMDSON ENGlNEENING ASSOCIATES. IK:, LA CqSTA SElB.- SE21 KLS 110175 I 3/2a/al PT.A.TF. NK 711 .~~ .- .- - - ,- - .~~- 2- i- 5- 3- I- 2 i- j- a O- 2- 4- 6- 8 O- 2- 4- 6- BORING NO, lo ELEVATION: San Pale Green to Olive Tan, Moist, Medium Stiff to Soft, Massive, Silty Mudstone with Minor Gypsum Gradational Change Light Tan, Moist, Medium Dense to Dense, Massive, Fine, Silty, Clayey Sand BLOW COUNT KEY - K = 3" 0 D S drop'l' p L = 3" O.D. Sampler, I~JID. nammer, x-- arop c ampler, Kelly bar of drill rig er blow. .,^.. . .,A,, . S = Standard Penetrometer SAMPLE TYPE D = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample g$E& -“DAIIDSON ENGINEERING ASSOClAlES. INC. IA COSTA SE18 - SE 21 YT c I 3/?8/81 110175 1 PLATE NO. 21 1 1 ,~~ .- .- - - - - .- - - - - - .- A 1 i v; 1% :E3 L CL CL ML BORING NO, lo Can't* ELEVATION: BORING DIA, DESCRIPTION Dark Blue-Gray, Moist to Wet, Medium Dense, Massive Mudston ( Blue-Gray, Moist, Medium Dense to Dense, Clay and Silt Water at 41’, after 2 days) END OF BORING BLOW COUNT K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. L = 3" O.D. Sampler, 1401b. hammer, 30" drop WAILSON ENG8NEERlNC ASSOCIATES. INC. S = Standard Penetrometer SAMPLE TYPE IA COSTA SE18 : SE21 U = Undisturbed Drive Sample C = Chunk Sample lus I 3/28/81 B = Bulk Sample 110175 PLATE NO. 22 - - - - - .- - - ,- i SC SM ML, CL SCI CL SP CL - ELEVATION: DESCRIPTION :\ ' 'c Brown, Moist to Wet, Loose, Clayey Sand .\ ,' I '.I' Dark Yellow-Tan, Moist, Medium Dense to Loose, Silty Sand - 1. 1. Light Yellow Tan, Moist, Medium Dense to Dense, Massive ;,!: Sandstone .j. Light Yellow Tan, Moist to Wet, Medium Dense to Dense, .I., Silty Sand (Less Silt vith Depth Gradtional Change) -I: Erosional Contact, Undulating, Flat, no Shearing Dark Green-Grey, Moist, Medium Dense to Dense, Very' Uniform Massive Silty Mudstone Very Fine Sand aminated, Gypsum, Dip 27O S.E., May Be Healed Shear Zone Pale Green, Moist, Medium Stiff to Soft, Clay 4 .-. BLOW COUNT K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. L = 3" O.D. Sampler, 1401b. hamer, 30" drop WMDSON ENGINEmING I*FsocIATEs. INC. S = Standard Penetrometer SAMPLE TYPE u = Undisturbed Drive Sample LA COSTA SElS. - SE 21 C = Chunk Sample KLS 1 3/28/01 B = Bulk Sample 110175 1 PLATE NO. 23 - - - .~ .- - - - - - - - - - 3- 2- i- i- I- )- ,- I- ,- I- I I / . m 1% It! L CL BLOW coma K = 3” L = j: s = St SAMPLE TYI u = Ur _. SU BORING. NO. m't. ELEVATION: BORING DIA. 21 DESCRIPTION Blue-Dark Gray, Moist, Medium Stiff to Stiff, Clay (Massive Mudstone with some Slikensides) 1" Remolded, Wet, Sticky Clay, Well Developed Planes 104O&W Planes Blue-Dark Gray, Humid to Moist, Hard, Clay \Y (Very Hard Massive Mudstone) - .D. 1' .D. da!: stu _ END OF BORING KEY - iampler, Kelly bar of drill rig Ner blow. :ampler, 1401b. hammer, 30" drop WMDSON ENGmEmlNG AssnculEs. Penetrmeter bed Drive Sample C= ChunK sample B = Bulk Sample 18 ‘- SE21 LA COSTA SE1 ul.s I 1/7R/Al 110175 1 PLAl'ENO.21r z! 4; 6. :c :i sr -i 1 INC. - - - - ,.- - - - - - ,~~ BORING NO, l2 LEVATION: 174+ BORING DIA, DESCRIPTION Dark Gray-Brown, Wet, Medium Stiff to Stiff, Topsoil Tan & Orange to Green-Gray, Wet, Medium Stiff, Very Fine Sandstone to Sandy Siltstone or ange h Buff, Moist (Cross Bedding) to Wet, Medium Dense, Fine Sandstone $i; ,;I $ 1 -rq 51%~ SM/ , ’ ML : i ,-..,~, Satirated, Medi&n Dense Silty Sand to Poorly Bright Orarige Dip 15ON Light Green-Gray, Wet, Medium Stiff to Soft, Clay \ CL ~ Green, Moist, Stiff, Clay Gray, Humid, Hard, Clay Drier Below Sandy Mudstone (Massive) (Mudstone) 1 32 c. :c :; zr 'i A _-- BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. L = 3" O.D. Sampler, 1401b. hammer, 30" drop S = Standard Penetrometer SAMPLE TYPE u = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample I LA COSTA SE18 4 SE21 I lr7.s I 3/-mlAl 110175 PLATE N&7=. -~ - - - - - - - - - .- w E 2 i P - I8 - .o - - A ! 2 u; I2 :d 4 i CL BLOW COUNT _.. K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. BORING NO, l2 ELEVATION: BORING DIA. DESCRIPTION \ See Previous Page \ END OF BORING L = 3" O.D. Sampler, 1401b. hammer, 30" drop S = Standard Penetrometer SE& ENGmEEnlNG AssoclAlEs. INC SAMPLE TYPE u = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample LA COSTA SEl8,- SE21 KLS I 3/30/a 1 110175 PT.A.Tp WI 76. 4- IV 6- 12- 14, 6- 10- !2- :4- 161 C !a- 50 - ;4- '6 - BORING NO, l3 L----- Olive, Wet, Medium Stiff, Mudstone Remold Clay, Maybe Old Slide Plane, Not Stick] Gradational Contact) i , $I . :. <i ;/ 2 r3 _-- BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1' per blow. L = 3" O.D. Sampler, 1401b. hammer, 30" drop S = Standard Penetrometer SAMPLE TYPE U = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample LA COSTA SElB~- SE21 KLS 3/30/81 1 110175 PLATE NO. 27 - - -~ .- - - - - - - .~. - - I . z 2 - SP 3M, 5P :L, x SI BORING NO, l3 "*lt ELEVATION: BORING DIA, DESCRIPTION Orange to Buff, Wet, Dense, Medium Sandstone Buff, Moist to Wet, Dense, Sugary Sand .+ \ (Gradational) \ Blue Gray, Moist, Stiff to Hard, Mudstone (Shinny Coucoid Fractures Very Hard) \ END OF BORING BLOW COUNT K = 3" O.D. Sap;;:; Kelly bar of drill rig dron 1' I L = 3" O.D. &mpler; 1401b. hammer, 30" drop - - .,- ~- - .- .- - .~ - 2- 4- b 8- lo- 12- 14- 16- l8- !O- !2- !4- !6- !8- IO- IZ- I& i6 -I - ~~jp”‘~;..,&$;:: ..L~ ,. ..>’ :~..; .,..y ~‘: Sl BORING NO, I4 2 3 u; >rn :: %J Lg 2 0 DESCRIPTION CH \ Gray Green, Wet, Medium Stiff to Stiff, Topsoil CL \ Green Gray, Wet, Medium Stiff to Stiff, Clay Orange and Green, Wet, Medium Stiff, Clay Light Brown, to Streaked Yellow, Moist to Wet, Medium Stiff Clay (Sulfur Streaks and Gypsum) Buff, Wet, Medium Stiff, Medium Sandstone Stiff to Stiff, Mudstone A , s: :t :i 2: ‘i A BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1' per blow. L = 3" O.D. Sampler, 1401b. hammer, 30" drop WAIDSQN ENCWEERING AssoculEs. INC. S = Standard Penetrometer SAMPLE TYPE U = Undisturbed Drive Sample IA COSTA SEt8 i SE21 C = Chunk Sample KLS I 3131181 B = Bulk Sample 110175 PLATE NO. 29 - - - - -- - - - - - ,- - LO- iz- i4- i6- ,8- iO- LLE-!Jx SI SI BORING NO. l4 Can't BORING NO. l4 Can't ELEVATION: ELEVATION: BORING DIA, BORING DIA, DESCRIPTION - Yellow and Brown, Wet, Medium Stiff, Clay . , * . Flat 7 Orange, Wet to Saturated, Medium Stiff, Poorly Graded Clear Sand Dip 18' South %" Remold Sticky Clay Dip 5O SSW, Good Plane ! Dark Green Gray, Wet to Moist, Stiff to Very Hard, Claystor Very Soft Remold END OF BORING Slow Drilling _-_ 3LOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. g$E L = 3" O.D. Sampler, 1401b. hannner, 30" drop WAILSON ENGINEERING AssoclAlE.s. NC. S = Standard Penetrometer SAMPLE TYPE II = Undisturbed Drive Sample LA COSTA SEl8,& SE21 C = Chunk Sample KLS I 3/31/81 B = Bulk Sample 110175 PLATE NO. 30 - - - - - - .- 2- SI BORING NO, l5 , . LEVATION: 203+ BORING DIA, DESCRIPTION :H ' Green Gray, Wet, Stiff, Topsoil :L Light Green Gray, Wet, Medium Stiff to Stiff, Clay 4- 6- 8- Orange to Gray Green, Wet, Medium Stiff, Sandy Mudstone (6" Brown-Streaked Orange Laminated Mudstone) O- 2- Buff, Moist, Medium Dense, Silty Sand to Poorly Graded Clean Sand 4- 6- (Looks Like Slight NE Dio) (Irreeulilr 8- Oranne. Wet. Medium Dense. Silty Sand o- Buff, Wet, Medium Dense, Silty Sand 2- L : \’ Green Gray, Wet, Stiff, Clay Silt :. \L 4- C .\ ,’ .‘1. Light Green to Orange, Wet, Stiff, Clayey Silty Fine Sand ! ’ :!+ 6- 8- O- ;I $$ Buff, Wet, Medium Dense, Fine Sandstone ‘:r,c: 2- (Seepage) (Greenish Sand) H Buff, Saturated, Stiff, Clay 4- Ll Olive, Wet, Stiff, Hudstone (Sheared Clay 1" to 2" Probably 6- H Slide Plane, Cornflake Mudstone) . L-R-J BLOW COUNT 2zE K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. L = 3" O.D. Sampler, 1401b. hammer, 30” drop S = Standard Penetrometer SAMPLE TYPE U = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample LA COSTA SE18 _ SE21 KLS I 3/31/8l 110175 PLATE NO. 3.1 - -~ - - - - - - - - - - A z u - :L :L, :I4 :L BORING NO, l5 Can't ELEVATION: BORING DIA. DESCRIPTION \ \ Blue Gray, Moist, Stiff, Clay (Fracture) (1” Soft Remolded Clay Sticky, Well Developed Planes) (Flat Massvie Slide Plane) Light Brown, Moist, Hard, Mudstone Blue Green, Moist, Hard, Sandy Mudstone \ END OF BORING KEY BLOW COUNT - K = 3" O.D. Sampler, Kelly bar of drill rig drop 1’ per blow. 2 ;* 3 c I 2’ 2’ - L = 3" O.D. Sampler, 1401b. hammer, 30" drop YLIMDSON ENGINEERING ASSOC~TES. IWC. S = Standard Penetrometer SAMPLE TYPE II = Undisturbed Drive Sample C = Chunk Sample B = Bulk Sample LA COSTA SE18 Y SE21 KLS I 3/31/81 110175 PLATE NO. 32 - .- ,- .- - DIRECT SHEAR TEST RESULTS SAMPLE DESCRIPTION Angk of internal frictid ‘) rpst 1 !Cohrsion lnttrcopt B2 @ -4’ I Light Olive Clay (Undisturbed) I I 1.000 31 B2 @ -7’to -8’ Yellow Brown Clayey Silty Sand (Remold) 35 250 B2 @-15’to-16’ Olive Gray Clay (Remold) 22 350 I , B2 @ -15’ I Olive Gray Clay (Residual) I 10 I 150 B3 @ -12’ I Olive Clav (Undisturbed) I I 550 26 B4 @ -34’ I Olive Clay (Residual) ( 9 1 180 B6 @ -5’ Buff Sand (Remold) 41 125 B8 @ -13’ Buff to Orange Sand (Remold) 40 250 B9 @ -15’ I Tan to Yellow Tan Sand (Remold) 1 1 250 40 B9 @ -33’ Tan Clay (Residual) 12 250 Bll @ -10’ Light Yellow Tan Silty Sand (Remold) 39 125 B12 @ -8’ Green Gray Sandy Siltstone (Remold) 31 350 B13 @ -5’ Clayey Silty Sand (Undisturbed) 37 780 I I B13 @ -9’ Clayey Silty Sand (Remold) I 35 225 I I I I I . BEA SHEPARDSON EWGINEERING ASSOCIATES, Inc. LA COSTA SE18 - SE21 n DES DATE 4/21/01 JOB No. Ilnl-/~ I DIA.?.* wn 12 MAXIMUM DENSITY a OPTIMUM MOISTURE CONTENT ASTM{ ._.._......__. Method: .__...__.._...... SEA + BFIEPARDSON ENGINEERING AS%OCUTE$ Inc. LA COSTA SE18 - SE21 m KLS DAsE .4/9/ai -No. 110175 PLATE NO. 34 EXPANSION TEST RESULTS SAMPLE B2 e-7 to-8 B6@-5 CONDITION Remold Remold INITIAL MC.(%) 1.0 3.1 INITIAL DENSITY(PCF) 107.5 109.1 I FINAL M.C.W.) I 19.4 18.3 I 14.7 I NORMAL STRESStPsF) 166 166 166 EXPANSION (%I 4.0 3.1 1.0 SAMPLE .- CONDITION INITIAL M.C.W.) INITIAL DENS.ITY(. PCF) FINAL M.C.W.) - NORMAL STRESSWSFI .- EXPANSION (V.) I SAMPLE I I CONDITION CONDITION INITIAL MC.(%) INITIAL MC.(%) INITIAL DENSITYtPCF) INITIAL DENSITYtPCF) FINAL M.C. W.) FINAL M.C. W.) NORMAL STRESS CPU) EXPANSION (‘/.I SEA SHEPARDSON ENGINEERING ASSOCIATES, Inc. LA COSTA SE18 - SE21 n KLS DATE b,,h,R, - Jom~. 110175 PLATE NO. 35 - - .-- .- - - .- - - .- - - .~. - GRAIN SIZE ANALYSIS AND ATTERBURG LIMITS - SAMPLE ! j i ,001 mm I 38 10 I LIQUID LIMIT PLASTIC LlMlT PLASTICITY INDEX 63 60 27 35 36 25 I UNIFIED CLASSIFICATION CH MH/CH I SHEPARDSON ENGINEERING -mti. .tQBNo 1101-75 PLATE NO. 36 DIRECT SHEAR TEST RESULTS DESCRIPTION MAXIMUM DENSITY & OPTIMUM MOISTURE CONTENT ASTM METHOD SAMPLE DESCRIPTION Mwmum QJt wnum oemlty(~f) MoiStUCe Content (Xi EXPANSION TEST RESULTS INITIAL DENStTYf&l Wf Benton Engin..Inc. LINE 2/2g/75 SHEPARDSON B ASSOClAl’ES, Inci I J00 rro. 110175 PLATE NO. 37 - DIRECT SHEAR TEST RESULTS n I BENTON ENGINEERING November 11, 19 1 DESCRIPTION Clay Clay to Claystone Silty Fine Sand (Remolded) Anglo of Cohcslon lntornar mtercept friction ( l ) bSf) 20 390 40 840 26 390 SAMPLE B2 @ -10’ B6 @ -30’ 86 @ -4’ -5’ MAXIMUM DENSITY 8 OPTIMUM MOISTURE CONTENT ASTM D1557-70 METHOD A SAMPLE DESCRIPTION Maxtmum Cobmum Density (pcf) Mcistllre ccntent (‘/.‘I B2 @ -3’ -4’ Clayey Fine to Medium Sand 119.6 12.2 B5@-7’-8’ Clayey Fine Sand 112.9 14.8 B6 @ -4’ -5’ Silty Fine Sand 112.1 14.6 EXPANSION TEST RESULTS B2 @ -3’ -4’ B5 @ -7’ -8’ FINAL M.C. (*I.) s E & SHEPARDSON ENOINEER~EG AsmaATEs. Inc. p z8 rro ;;I;;; ENG. ok ;;;u:t:; 38 ‘. - .- - .~ - -. -- - - - - ..~ - iLiEPX=I=====e=~E==I=~===-=*=~== =e=ttis==- -ss=S=tl==~E==I==P~~ ===Elx JOE NAME ': VISTA SANTA FE DATE : 04/24/82 JOG NUMGER : llW173 SLIDE : A i-l2i---P_H_r-la_Y~_e_,_Ld_e_q)_____i__CI--~-------~-------~-------~ i-m------------------- CO~-ESION (ave) (e~f,i___L___i__-L___i----__-i____-__i__-----~ i_14i--------___---____ DENSITY (ave) (ecfl-i-_LZL--i__LZP__i-----_-i_______i_------~ i-l5i---e~l-lbuftre+IL-lda9LI-_-P--_i___~---~-------~-------~-------~ i-r4i---cg~EQ1P~-Lbufl-lenfri___@,__i__-~---~-------~-------~-------~ i-lZL---------_,--_-__- DENSITY (but) (QGfl-i---fi?---i---@---Lv------L------i------i Sh-_-~P_~--_L~,_SPII_E_T_L1___9-9I_n___--------------- ----~-----_---__---- i-ls_i---Io_TC\h_L_E~~~~-~~~~---~--~~~--~--~~~--~-------~-------~-------~ i_lPi--_BUL18~8S_LENPIH_lffli___L_-_i__-~---~-------~-------~-------~ i-z!; ----L-L-L_-------------L_--"I-_'----I-------~-------~-------~ C G S LOCATION (ft1'56 7@8"79 7498' i-Zai---E:~:r~_llQcl_Ifaetl-i__bsS__i__L~~--~-------~-------~-------~ ---- ---- --~~~---~----~vohuME~-~~~~- ---- - ----------- -------- i-lai---eBE-BEYEhPPEP_lcrl_-i64-869ZL___~---~-------~-------~-------~ L-z3i----_----__---______ SECTION 'JUJJ~~E (c~l_i64:66PZL115:llbi-------i_______i__-----~ i-z_4_i---P_UIIR_E_s_S__V_O_L_UM_E_(c_yl---~-------~-------~-------~ L-Zsi---___-____---__ REGRADE VoLuM~-lr~l-i___l,-_~~~~:~~~~-----_-i___----~-------~ -ISCE~~~NEOL!J__S_--X2qp_h_q______________-- --------------------------------------- ~---_--____---__----___ -__ -- _---- -----------------------P---P--I-----I==L=======================------ ------ **CLASS........: OT:= ORIGINAL PREGRADING TOPO:::: ET:= EXISTING TOPO:::: UT:= REGRADED TOFO SLOPE S-I-EIBILITY Da-l-6 SUMMCIRY VISTA SANTA FE SHEPARDSON ENGINEERING As8ocIATES. Inc. IEY IDATE SLOPE STABILITY DATA SUMMARY APPENDIX "B" _- I SLOPE STCIBILITY De-i-CS SUMMCSRY - - .- .- - - - - - - IP===~=~=E=E=P=E=I=P============= =====I=ZX=licM=ES=ZE JOB NAME - VISTA SANTCI FE JOB NUMBER ;’ DATE : 04/24/82 118175 SLIDE : D 1 EPI===================C=====================-====*==~============== g&a&: --LKILQN-----m,---.L--we------- __ R~SULIEL,---- ____ --i ---------------_S_L_I_p__E____I_p__E__N_- _______ --- ____ - L-I-i---BUN-NUMBEB----------~--~~~-~~--~~~--~--~~~--~-------~-------~ i-Z-h---SECLIQN-~BENZ1IY____i___q___L___~---~---Q---~-------~-------~ : 8 : FS (dry section) ---~~------___ :l,@@@Gl:i 84646'7 67878: ~----L---~~LrL---L-------i-------i i-4-i---d~8_~aerncr-___,____i___@___i___~---~---~---~-------~-------~ i_lLL---~ES_lbuttreznl------i---o--_i___~---~---~---~-------~-------~ i_lLL---~FB_lrheac_eFnl-----~---~---~---~---~---~---~-------~-------~ -__------_____-__________s__o__I_L___9p_--------------------------- ----L---------------- : 12’ PHI (awe) (des,-----i_s_,s_L__~~:~~~~~~--~~---~-------~-------~ i_l3L-__CQHESlQN_Layel_Lelfli___O___i_D,~~~-~--~~~--~-------~-------~ ----I------------------ : 14’ DENSITY (eve) (ecfl-i-_lzL--i--LZI--~--~~~----__i_------~ i-lsi---eY1_LBuffn%al_ldesli-__l---~---~---~---~---~---~-------~-------~ i_l6i-__CQHEB1QN_1$Mfl_lePfli___O___L___~---~---~---~-------~-------~ : 171 DENSITY (but) (erfl-i---L,--i---@___i___L___i_------i_------~ --_~------___------____ -----------___----F_bLDE__L_E_I?J_G_T__H-- ----- ---------- ! i-~BL---IQI4L-LENPLH-~~~~--i__Z~~--~--~~---~-------~-------~ : 191 BUTTRESS LENQIH_lftli-__L_--i___C___i___@___i-,---~---~-------~-------~ -__------____---- A---I----L-P-L- I 20’ C G S bPEBIle~-Lffl:l07.706:~17 332: -~L------8---i------L---~---L i_Zli--_ErShLL-1L9rl_Ifegfl_i__240__i__L~~--~---~---~-------~-------~ --_----- _____- -~----~~_V_P_LL!PE--J&3~~-~--------~~~------------ PRE DEv~LQP~P_lcrl_-isB:2983i___L___i___L___~-------~-------~ **CLASS........: OT:= ORIGINAL PREGRADING TOPO:::: ET:= EXISTING TOPO:::: RT:= REGRFIDED TOP0 I SI-IEPARDSON ENGINEERING -ES, Inc. VISTA SANTA FE SLOPE STABILITY DATA SUMMARY BY DATE N:iJ .4/24/83 .KBNo. 110175 APPENDIX "B" - ,.~ - - - - - .- - SLOPE S-I-PIBILITY Da-I-CI SUMMI1RY =iE=rEI======ll==========~======~===================================== JOB NAME ’ VISTCI SANTR FE JOB NUMBER ; 110175 DATE : 04/24/‘82 SLIDE : E ====================================c-=======================~======= :NQd----!WXLQN--- ____---- i---------R 3!Qd----!WXLQN--- ____---- i-----,----E%EtSULIs__ ----- ---- _--- i ---------------_S_L3JZZ--XQEHIXIY--EfiI~w -----------___-_S_L~I__qE___I__qEp3I_r_L---------------- L-1-L--BUN-EUEBE! i-l_i---BUN_NUEBEe--________i__aah__i__l~~--~--~~~--~--~~~--~-------~ .LiQ.---SEcILQ!!i-Ltr i_a_i---SEcIlQN-LBENblIv_----~---~---~---~---~---~---~---~---~-------~ : 3 I -WfiE” w,-.-..- i_3_L---eLn~E_IPENLIrv______i___4_,_i___~---~---~---~---~---~-------~ L2Li---QP” L_4_i___QeLE_QE_SMN_________i_@4Le3_i_24~~~-~-~~~~~-~-~~~Q~-~-------~ II_ II In, i-%l.---slLPE.sLBBs i_%_i___81LPE_cLBBB_________i__9L_--i__e~---~--~~---~--~~---~-------~ i_6_i---PEEBnIQ8-cQB~-------~--~~~--~--~~~--~--~~~--~--~~~--~-------~ ____ ---- ____ E~c~gR--oE_sg~E3X--RAln_ ____ -__-- ____ i-z-i-- TOTAL-FS 11.566L3: 1.614~9ll.655~~i2.543391 -----L ’ 8 : L----e----.---- FS (dry-sp&t&pO) : : l.S66l.~i1,64434i~:h5533i2,5434 : i_9_i---d~8_laatecl-________i-----~---~---~---~---~---~---~---~---~-------~ L-lei---~ES-lbUftmsnl__------~---~---~---~---~---~---~---~---~-------~ i-lLI---PF8-Lshear-ehnl_----i----~---~---~---~---~---~---~---~-------~ ____---_-_____---___----~~~~--~~~~--------------------------- i-lZL--------------- PHI Cave) (desl_____i_5:91_-~-srP1--~-~:~~~-~~:~~~~~~-------~ i-13i-_-EQHESLQN_leY~~-~e~~~~ ___B__-i---L___i9:BZLltl__r-_-_i____---i 7’29 1075 : 14: DENSITY (a~@) (ecfl_i__hZ@_-L__1ZL__i--h2n__i__h2a__l_------~ ----~-------__-------~- i_Lsi---EYL_lbuttcnsal__---- (desll---O-_-i---L---~---Q---i---@---i-------~ i_l~i-_-C_QH_E_SIQ~_(b_yt,_le+~.LL___(1!_--6---@___i---0----i_-_cl!_--i----_--i i-LZL--------__-------- DENSITY (but) (ecfl_i___Q_--L-__~___i---e___L___L___i_------~ ---.------ -_.___ ----sl_I__qE--LEN_c_~~--~~~~--- ---- ---------- l-rQL---LQLBh_LENQ1~-lffl---~--~~~--i__3~~--~--~~Q--~--~~~--~-------~ i_l9i-__BYLIRESS_LENBIH_lftbi___L___I___~---~---~---~---~---~-------~ i-2Oi---_,_:_:----___-------L-t_L---I--’:---~---~~~~~~~~:Q~~~-------~ C G S LOCFITION (ft)‘lT9 645’147 594’144 i-Zli---FPB:Lf-lls=l_Ifgetl_i__hsP__i__l~~--~--~~~--~--~~~--~-------~ -----------___--------~~~~~~--~~~~------------------------- I 22: PRE DEVELOPED (c~l--i133:2ZBL---L--~L--L___i___L___i_--~---ia ~~~--~~~~_~~---~~----~--- SEC_IION VOLUME (cyl-jL33.278:124 815:123 648:107 889: : 23: ----------r-------r------Lr-----------i i-z4i-----------------~- BUTTRESS ‘JOLUME (crli-__L_--i--_L___i---b___i___L___i___----~ : 2s: REGRADE VOLUME tcyl-i---@- :124.8lS:l23.64S:L~3,88PL_______L ------------------------- ____ ----- ______ --_m__I_S~;_E1s,ApJ__E_o_u_s__p_p__T__q_--------------- i-Z8i---e~BcENI_weLEe_lzl---i___L__-i___~---~---~---~---~---~-------~ L-ZZL----_____------___,_ S+E~RPIN LD/FT(~ieslL---L--_i---~---~---~---~---~---~-------~ i_ZQi---SHE4BE/N_8EBc/NPltfli___L_-_L___~---~---~---~---~---~-------~ **CLASS.....;..: OT:= ORIGINAL PREGRADING TOPO:::: ET:= EXISTING TOPO:::: RT:= REGRADED TOP0 VISTA SANTA FE BHEPAFUBON ENGINEERING m Inc. 1 SLOPE STABILITY DATA SUMMARY BY OATE N:1J k/24/83 JOBNO 110175 APPENDIX “B” - - - - - .- .~- - - - - .- .- Pl~1LII3-==-=======3E=I=-- JOB NAME ‘: VISTA SANTA FE DCITE : 04/24/82 JOB NUMBER : 110175 SLIDE : K .-bZL_--QfZNSLIYAb! 8 I I _--~-~~~~~_~~-----~~~---~- i--p_exEk---------------i --L--=~Z-_i___----i---------_i ,-------------------------------I--------i 1: 0 : 0 I 3-i-------i-------i-------~ i-2ri-_-E:s_,ll_llQc-r_lfeet_L_i__59_8__--~-------~-------~-------~ ----- -- ---- ----------_V_OL!APE- p_EiIeL--------------~~~--~~~~~ i-Z2i---eB~-PEYELQe~Q-~~Y~--~~~~:~~~~---~---~-------~-------~-------~ i23i------------------- SECTION VOLUME (crl-i3h3rslP1435~ZZZL_______i_______l__-----~ i-Z4i__-BULLeESS_YQhUME_lcYli___L_-_i___~---~-------~-------~-------~ L-Z%L-------------------- REGRME VOLUME (crl_i___L_--i435~ZZZi-__----L_______L,_-----~ II X!S_C_ELLI~!%Z_~!&S-ZE~IE.L--------------- -------------------- **cLass........: OT:= ORIGINAL PREGRADING TOPO:::: ET:= EXISTING TOPO:::: RT:= REGRADED TOP0 SHEPARDSON ENGINEERING AsBocIATE8 Inc. VISTA SANTA FE SLOPE STABILITY DATA SUEIMARY APPENDIX “B” - .-- ~ - .- - .- - .- - - SLOPE STCbBIl-ITV r)Ctl-fi SIWWlCIRY P=-=IFS=Pt--E==--=~=~=*=-=================~--*~======= JOE NFIME -. VISTC\ SCINTA JOB NUMBER ; ‘110175 FE DCITE : 04/24/82 SLIDE : L **cLcsss . . . . . . . . . OT:= ORIGIN6L FREGRCIDING TOFO:::: ET:= EXISTING TOFO:::: RT:= REGRADED TOP0 SHEPARDSON ENGINEERING ASSUXATES, Inc. VISTA SANTA FE SLOPE STABILITY DATA SUMMARY O4TE 4/24/83 APPENDIX "B" - .~~ - - - - .~~ - - -i .A ,.~. - SLOPE S-l-CIBII-ITY Da-l-A SUllMt=tRY ===ft======E~ll-i========~==~===-------===--==~-=-=======~=== ------- JOB NAME : VIFTA SANTO FE DCITE : 04/24/82 JOB NUMBER : 110175 SLIDE : M i-lai---~~l_lbuttccell____ (desli-A?---b---L--2--L-_-i---i---@---l-~~~~~~l i-i~i--~~~~~s~o~~i~~~~~ie~~~l~~~~~--l---~~-~l-~-~~~-l~--~-~~l~~~~~~~l i-~ZL---9EN81Lv_LBuf~-~~~~~-~---i___~---~---~---~---~---~-------i -S-&&!-p-E 1 ------------------- LENE -------_9nT-EL---------------- I-I-H i22i---LPIeL~LE!a LH-Lfrl---l__SL3--i--~~~--l--~~~--l--~~---i-------i i-El---BUIE ‘SS LENGTH (ft) : .---------_----____0---L-------i---O---i---~---i-------i 0 1-2LL~AL.E:B! L____-_________L---:---L--_L---~--_L--:------------i LOCATION (ft)‘215 142’246 467’246 463’39 07081 L-Zli___F:S:L1_ILo~L_lfeerl_i__5L3__i__4~~--l--~~---i--~~~--l-------l =======I================= =====--------------- ---------------===------------- -------------==----_- ------ **CLASS........: OT:= ORIGINAL FREGRCIDING TOFO:::: ET:= EXISTING TOFO:::: RT:= REGRFIDED TOFC SHEPARIXON ENGINEERING ASSOCIATES, Inc. 1 SLOPE STABILITY DATA SUMMARY BY N:lJ mBN0 110175 DATE 4424ta3 APPENDIX "B" - - - - - -~. ,,- - SLOPE S-I-fi%Il-ITY De-l-43 SUMMCIRY b =PIIL======3S=I==E~===============~=======- ILI=PPIII=EIPIIPIIOIP JOB NAME . . VISTCI SCINTA FE DATE : 04/24/82 JOB NUMBER ‘: 110175 SLIDE : N ===P=S========E=========E========r=======*========*============ I ==========================Ip======r============ I======-----__ -------======== OT:= ORIGINAL PREGRCIDING TOFO:::: ET:= EXISTING TOFO:::: RT:= REGRADED TOP0 I VISTA SANTA FE ~ SHEPARDSON ENGINEERING -EB, Inc. w DATE, N:IJ 4124183 SLOPE STABILITY DATA SUMMARY x)BNo 110175 APPENDIX “B” .- .- - .- - - - i 1 -.. - SLOPE S-l-FIBII-ITY DR-I-A SUMMC\RY I=E=Ef---=l~==Pl=-==== -Ilzc==EI=~~E==-- --==Ezcltz= JOE NAME : VISTA SANTA FE DATE : 04/24/82 JOB NUMBER : 118175 SLIDE : 0 i-8-i---~e~BeI~s_ceg~-------~--~~~--~--~~~--~-------~-------~-------~ -- ------ ----EFI_C_TP__R_--P_F___S_FIFE_T__Y__I>F ------ --------- : 7 : TOTAh-FS____________~~~~~~~-~~:~~~~~~-------~-------~-------~ ---------___ : a : FS (drr_eertL~nl____~l,~~~~-~~~~~~~~~-------~-------~-------~ -------------- i-lsi---Pyl_l$utf~as+L. : 16: COHEm’“” .L..L\ **CLASS........: OT:= ORIGINAL PREGRADING TOPO:::: ET:= EXISTING TOPO:::: RT:= REGRADED TOP( PAGE 1 VISTA SANTA FE SHEFARDSON ENGINEXRING ASSOCIA TES. Inc. 1 SLOPE STABILITY DATA SUMMARY ay N:IJ JoaN 110175 DATE 41.24183 APPENDIX "B" - - - .- - -~ .- - - - - SLOPE STCIBILITY DCI-I-FI SUMMARY IP==---------=E---------I=========pf===================~============= JOH NAME : VISTA SANTA FE DATE : #4/24/82 JOB NLIMRER : lllir175 SLIDE : F LNo,i---EW3TLD!L __________________--_________________,__----------~ : RESULTS - ____ --- _________ EiL.X__D!Z _________._ --------,-- ___________----_------- - I DEN-I- I l-Y DR-I-A i~~_i___%UN_Nun%EK__--------~--~~~--~--~~~--~--~~~--~--~~~--~--~~%--~ i_Z_i___%E&LL8N_LPENILIY____i___E___L___~---~---~---~---~---~---~---~ i--~-i_..--P_CFINE__ID_EN_II_IL: ___.____ ~___8__-i---%---i---&___L___H___i___P___~ i_l_i___PAIE_g~_~UN~--------~-~~~%~-~-~~~%~-~-~~~%~-~-~~~%~-~-~~~%~-~ L-sL.---GlrBE-CLBsS _____- -_-i__gT___-i--H_I-.--~-.-~~..---~--~~---~--~~---~ i-6-L---ge~B4IeB-cgg~-------~--~~~~-~--~~~--~--~~~--~--~~~--~--~~~--~ -._-----..-- ._.., -EE3_C_TG!!3--OE .__.. _S_c?rE!ELr_V ._-. ZM3~EL---.------~--- L-.ZA.~z!x?I4L~Es ____________ i~L~~28-.121~L.~r_l-L-~-~-~=:---.-~~-~-~~~~~~ CT-T7 I 1 1: (1”9 8 3 44057 I 1 --.--L-ES---- I 8 8 (dry_qgctian)__.-_ilL~~~2~ ____ -L'L_=_'LI-l---d_lh:-----:~----- ‘3 57377’1 ,&“9” 4405.:‘1 =cr442; L_S_i---dEs_laatncl-________i___8_-_i___~---~---~---~---~---~---~---~ i-l2l---d~%_lb~trcn~~~------~---~---~---~-.-.-~---~---~---~---~---~---~ i_lll---d~%-l~h~ar-e~o~-----~---~---~---~---~---~---~---~---~---~---~ .------------------------~~~~--~~~~--------------------------- i-lZL-_-e~I_~lYel_ldes, __ I 7.7~~:11.3234:11.4691: 22 :9.~~~~~jl i_l3l--_cB~E%L9~_laYel_leef, -i---@ :37.1377:39.156~~~~~~~~~~~~.1525: i-l4L---9ENsTIv-laYel_(ecfl_i--~~~--i__l~~--~--~~~--~--~~~--~--~~~--~ i-rsi---EHl-~butfrn~~~-~~~g~~---~---~---~---~---~---~---~---~---~---~ i_Lhi---cB~ES19~-~~utl_lenfli___P___i___~---~---~---~---~---~---~---~ i-LZ1_-_DEYSLIv_lbut1__ ~ecfl-i--...e~L.---L--.L--!?---L--2!--L---EL-~ ---- ----- --._------s_L_1_DE._-~~~~~~~--.~~~~ ____ ---- ______ --- iei- TOTAL LENGTH (ft) 812 I 13% I 83 e3 395 i-LPL---BUTISE%S-LENBIH_lftlL___@___i___~---~---~---~---~---~---~---~ i-28L----L-L-L--------------‘--L--=~~~-:--=-~~~~~~~-~~~~~~~~~ C G S LOCATION (ft)'l?O 748'71 8E3-'T6 157 c i_alL---F:%:~L-~Lgrl_Ifpgll_i__;M2__i__L~~--~--~~~--~--~~~--~--~~~--~ ------------__--------~~~~~~--~~~~------------------------- i_2Zi---EBE_BEv~hPP~P_drrl --iZOBL444i---L---L---~---~---~---~---~---~ i_23L--------__---------- SECTION VOLUME t~y~-~~~~~~~4:79.2222i2a,2222:2222:25.2222:165.667~ : 24’ ----‘---------------______ EuTTRE~= VOLUME (crli---K--i---!L-A--AL-A---Ii!---L-AL--L i 2;: REG&Q?E_ VOLUME (~y~-~- m : 79,~~2~~,3 “3”1;25.2222;16~ ,567’ l --‘Lh=--_---------:_--I .-.-- _.C..____. -----.--_m._I_scELLaNt~~~--~~~.~---------------- i-~4i---eEecENI_weIEe_ixl__,_ L.2 ____ i-LA%!-i ___ ~__-i_B:~9b_i___~___~ i_2ZL---SHEnBeLN_LPL~~~~~e~~~---~---~---~---~---~---~---~---~-------~ ==============~=====..===================~=====~=======~===~====~==== L-Z@i---s~pe~eLN-see~~~%~~~~~---~---~---~~--~---~~--~---~---~---~---~ **CLASS........: OT:= ORIGINAL PREGRADING TOFO:::: ET:=: EXISTING TOFO: : : : RT:= REGRADED TOP0 VISTA SANTA FE t SLOPE STCSBILXTY ~~13-63 summ0aRv ’ -=‘II=I=I*E-EIIP=~-=-=======~=~=~=-------======~===~=========-===* ------- JOB NAME :. VISTA SANTA FE DATE : ~4/25/82 JOA NUMBER : ‘118175 SLIDE : R ====I===E=========================I========================~====------- ------- i~orL----E~~IoN__,-------~--------~~~~~~~-------------~ ---------------~L_I__qE___I__q_E_Nrl_---------------- i-l-i--,Bu~.-NUMBEB__________i__LzP-_l__h~~--i-------i-------~-------~ i-2-i---%EELLPN-LPENLLIV____L___B___i___~---~-------~-------i-------i i-3-L---------__--__--------~---~---i---~---i-------~-------~-------i PLANE IDENTITY i-4-i---BBLE-PF_BUN_--------i-~~~%~-i-~~~%~-~-------i-------i-------i i-5-i---Bh~PE-chBBB_____________________----~-------~-------~-------~ : OT : RT i-6_i-__Pe~BBLPB-CPB~-------i--~~~--i--~~~--i-------i-------i-------~ FACTOR OF SF\FEl-Y DFITFI -----------_-___-___-~~~~~~--~~-~-~---~-------~---~--~~~-~~~~~~--~~~~ i-Z_il__T9IB4_ES____-_______ilLLlsg7iZLa~~~~~-------~-------i-------i : 8 : FS (dry_n~rfbnn~____Ll.~iQG7:2.~2793’ -------------- -LL-------i-------l-------i i-4-i---dE%_laeterl_--------i---~---i---~---i-------i-------i-------i i_iLi--_dES_/butfCessl______i___0___i___~---i-------~-------i-------~ i-li-__dES_lshear_eLnl_____i-_-8---i---~---i---~---~-------i-------i-------i SQX.L-AXTl-T-EL-~~--~~--~~-------_---~ --------------------------- i-tZi--_eYr_LaYer_L~esr_____i--4rS--i14r~~~-i-------i-------i-------i L13i-----------------~~ COHESION (ave) (eafli-_-C-_-i41:4443L_______i_-__----i-------i-------i : 141 DENSITY (av~,_~~ec_fL_i__l2_0__-i__LZ~_-i_______i_______L__ -~------_--_--__--_ i-Lsi-----------------~~-~ ~1 (buttress) (d@sli---@---i---L---i~---_--i,------i----i---~-i i-16i---EPHE%LBN-l$ufl_lemfli___l___i_---~---i---~---i-------i-------i-------i i~iZL~~-~~~-~~--~~-~--- DENSITY (but) (Qrf~-i___~_--i__-~__-i_---_----i-------i-------~ -----------------tZLX..K2~--- ~ENG_T_H--_9p_Ze_----------------- i-l%i---L9LBb-LEN%M-~~~~---i--~~%--i--~~~--i-------i-------i-------i - .- - - I SLOPE STABZLITY DATA SUMMARY -- i_rPi-__BUILe~%S_LEN8IY_lffli__-I__ i 263: C.&!&-@E(jLION (f”“‘^ -- L---L----‘-rL---------------~--~~~ I 21’ F S ,1 (lot) (‘Feet, --------------~-----~QL!EEE i-ZZi---eeE_e~v~L9P~P. i-z3i---SEEIL8N_YBIUM! 0 : .--_-------_---_-_-C--------------- rL~~az:a~BiZ3:rLZ4i_---------------i-------i . . -,m 3 ~~-i~~ml~-i~------i_______i_______i : DFIl-6 L----------------------------------- _bsY,__i2er:s3Zi__-L_---i----------i-------i ~_lcYb_iZ4Lra3ZIPSLP44ai_--__--i---i--L-------~ %-YB4u~E_lcYli--,P---i--L_--i_--__-----i-------i-------i _YeLYnE_lcY,-i___L---i~~:~~~~i-------i-------i-------i m f SCELLP_PJ_EP_Uh_-_P_~~~---------------- ~~~--~----------L--_----~-- 1 26: -P_E_&ENT WATER tx, ! a ! iii ! L__-L---=-------U-,-I_______l-------L-------~ j.-zZL SHEAH_FIN LD/FT&&e: 5) : 0 : 0 : _____--__--_---_---_---_------------~-------- i_2%i--_SHEeeeLN_%enclNP Iffli~~-l~~-i~--B~--i_---_--i--L---i---i-------i **CLASS........: OT:= ORIGINAL FREGRADING TOPO:::: ET:= EXISTING TOPO:::: RT:: REGRADED TOFO I SHEPAFiDSON ENGINEERING -Es. Inc. ( VISTA SANTA FE N:IJ No 110175 . . !+I24183 I APPENDIX “B” - .~ .~ - - - ..~~ .~ - - ,~ Sl c)PF Rl-fiRIt Xl-Y l?t’%-l-CI SUMMFIRY I===-=-----===t==~-===--===-===============------- ----- -_----_ fl=l==ZX=I=X ‘. JOF NAME . VISTR SFINTFI FE DFITE : p14/24/82 JOB NUMBER t 110175 SLIDE : R ===============p=========I============================================= itisri ----- E4mLeN ____^____- i~~~-~---A3Es!dLIEL-- ---- - ---- --i ____ - __________ _S_L_I__D_E___h_9_E_~~~~~--~~~~---------------- i_l_L___BUN-Nune~B__________i__L3l__i__l~~--~--~~~--~-------~-------~ i_Z_i___SEEILPN_LgENLLIv____i___B-__i___~---~---~---~-------~-------~ i_3_i-__eLBNE_LEENL6LY______i___a___i___~---~---~---~-------~-------~ i_S_i___PBIE_PF_Bu~________-i_L4L83_i_b4~~~-~-~~~~~-~-------~-------~ i-S-i--_SL1BE-thBs%---------~--~~---~--~~---~--~~---~-~-----~-------~ i_$_i---9EEeBIPB-ceEE--------~--~~~--~--~~~--~--~~~--~-------~-------~ ---------_--r’_ncT_4El__p_F___s_nFErr_y_ ------- -------- i-Z_L--_LBLeL-ES----_--------~~~~~~~~~~~~~~~~~~~~~~~~~-------~----~--~ I 8 : FS (dt-y-sngfLs!Q -------------- ___-iLP494~2i:6ehZZSLLrZ538hi_______i___----~ :9: dFS (water) 0 : 0 : 0 : _-------__------_--------------~~-----~-------~~---~~~~-~~~~---~~---~ i-lLL---d~S-~buffresal______L___O___i___~---~---~---~-------~-----.--~ L-lli---dES-llhear-eLOL-----~---~---~---~---~---~---~-------~-------~ ---_---__---_-------____sorl__p_nIp_____---------------~------- i-la---------------- PHI (ave) (desl-____i_3,925_i4~~~~~~~~~:~~~~~-------~-------~ i-13i----------------- COHESION cave) (enf,i- __L_--i~rZ142P13Z:1929i_______i_______i i-l4i---gENBILv_laYnl_lerfr-i__l2b__i__l~~--~--~~~--~-------~-------~ i-lsi---e~l-LbuftcsssL-Ldpsli___L-__i__-~---~---~---~-------~-------~ i-16i-____---___--______ COHESION (but) (e~fli___L---i__-L-__i---L___i_______i_------~ i-lZL------------------ DENSITY (but) (erfl-i---L---i---b-__i--_C__-i___,___L_------~ .t1--_9~Ie----~---~~~-- -__- -i__rZP__i_-lZs__L--_____i_______i !Y!-Lffli---O---i-dL--.L--G!---L------L~-----l. L-------i-------i SLXRE--LENSZ ----L----_----_----__ i-~BL-__lgLBL_LENEIH_Ifhr___i__a3Z_. ’ * i-lPL--_BUIIeE88-LENPII L-ZLL----:-t-r--------------~-~-:-=-~--:~---~--~--=-~ C G S LOCFITION (ft)‘l’O SW’S7 -639’87 26x9 i-ZrL---Er8:Ll-llnrl_Ifeatr_i___L_-_l__-~---~--~~~--~-------~-------~ .----------___V__O_L~~~--~~~~- _____ - ____ --___--___---- ---------_ i-22L--EFi E-!Eb!ELWE!Ll~Yl __iZ94LZ2Zi---L---i---o__-i_______i_-------~-------~ . ^_. ^_ i-IQI-----------a-------- at'CTION VOLUME (cy) :254.222i124:S93ilZp:~~3~ ---L- : i_z4i-____---__-----_------ BUTTRESS VOLUME (crli---L---i---L---i----~---~-------~-------~ i_2si--___--_-__---______ REGRADE VOLUME (cy) : 0 : 129.593: 129.SSZJl : : - ZREELbAWEGQS--RA1B **CLASS........: OT:= ORIGINAL PREGRPlDING TOPO:::: ET:= EXISTING TOPO:::: RT:= REGRFIDED TOP0 VISTA SANTA FE SLOPE STABILITY DATA SUMMARY i-re,-----------------------~--~~~--~--~~~--~-------~--~~---~--~~~--~ TOTAL LENGTH (f t) 168~~ i-lSi---BMILeSBB-h~Y~~~-~~~~~---~---~---~---~---~---~---~---~---~---~ i-2mi----L-L-‘-_---------l---~--l---~~--:---=~--:----~--~----~ C G S LOCATION (ft)‘14’ 658’91 980”‘91 980-‘29 4907’91 9802 i-ZLL_--_r--_-___-__--------~--~~~--~---~---~---~---~--~~---~---~---~ F S >l (lot) (feet) _____ ----------------VQLL!C!E--Z2E3XE3 I -2: I-L--------------------- PRE DEVELOPED (cr~__l~~~:2~4i_--e---i---~---i---~---i---~--~L : 23: SECTION VOLUME (cyL 1266.204:124.Jl9:124.51~~~~:~~~~~~~~:~~~~ ------------------------- F-Z4i-----------------~.-- RUTT~VSS VOLUME (c~li___n___i_--@---~---~---~---~---~---~---~ i_a5i___eEE59EE_velu~~-~~Y~-~---~---~~~~~=--~-=-:---~--:-~~~~-~-~---~ ‘;19’174 519’17 S-c?‘174 519 --_-.- ____________ MLSCELLr?~~EEs_uS-_L>_FI_T_p__________---- __.__ i_ZhL___pEec~NI_weIE~-~~~---~-~:~~~-~---~---~---~---~---~---~---~---~ : 27' ----'------------------A- SbmWIN LD/FT(Lienl~___@___L---~---~---~---~---~---~---~---~ **CLASS........: OT:= OAIGINi4L PREGRADING TOFO:::: ET:= EXISTING TOF’O:::: RT:= REGRADED TOFO OF VISTA SANTA FE SHEIY$RDSON EiNGINFXRING ABsocIATE8, Inc. BY DATE, N:IJ 4/24/03 SLOPE STABILITY DATA SDMMARY JOBNO I10175 I APPENOIX “B” - ,~- ~- - . . - - - - .~- - Slope Stability Data Summary (contd) .... JOB NAME ................................ VISTA SCrNTA FE JOB NUMBER .............................. 110175 DCITE .................................... 04/24/82 SLIDE ................................... S i-4LL-AAN ---L--~8~--i__Je~__i-------~-------~-.------~-------~-------~ -------_----EP_cT_qE__P_E___s-P_E_E_ICIV--------------- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ L-B-irsP4hs_L-PZPsZ3L1-94sZli---__-_L_-_----~-------~-------~-------~ :9: 0 L 0 : 0 : ---~_--~_--------_----~---~~~--~~~----~---~~-------------------~~~~~~ :10: 0 : 0 : 0 : --------------------------------------------------------------------- ----------------------------------------------------~---------------~ Ill: 0 : 0 : 0 : -----------------_------~~~~--~~~~--------------------------- i-121-8rlBZ_l-s:L~h_~~~~~~~~~---i_----~-------~-------~-------~-------~ i-lai---@--_~Z@:83S3i54r3155L--__--_i___----~-------~-------~-------~ L-14i--LZ~--L--~Z~-_~--~~~--_l___----~-------~-------~-------~ i-r~i-__L-__i--_L_-_i___L___L_______i___----~-------~-------~-------~ ----------------------------L------------------------~---------------~ :16: 0 : 0 : 0 ' i-lZL-__L-__i-__L_~_~---~---~-------~-------~-------~-------~-------~ sl- ARE_-~-ENEIH--BAIT--- ---- ----------- ----------------------- i-LBi--3S3__i--~68-_L__lbB__i--___-_i___----~-------~-------~-------~ L-lsi---L---i---O_--~---~---~-------~-------~-------~-------~-------~ i-O;---_L---L--:-_--L-_'--_-L-------i-------~-------~-------~-------~-------~ W:122 806'77 2791'77 2791' i-Zli--533--i---L---i__l4L__i_______i__-----~-------~-------~-------~ VOL~J__M_~--_q~_lF------------------------- ---_---------_---_---------- ’ --*--- ?Z4i--_L_--i___L___i---___-L_______i____---~-------~-------~ -_==LL-rl~Z4iZC8:38SLZLL-38PI-------~-------~-------~-------~-------~ --------------------L----------------------------------------~-------~ : 241 0 1 0 ’ 0 I i_25i-__Q--__---,~-_----~~-----------~-------~-------~-------~-------~ :200 -59:200 -589 -.-~ .,.- ---_---_-- ____ PZ-I-SE-E~-,LP--N_~-~-~--s---~-~-~--~--.---...-~~----------. --_---__--___--~__---------L-_------------------------------ : 26: 0 ; 0 : 0 : i_2ZL,__~___i___rn__-i___8___i-___---i__-----~-------~-------~-------~ i-281---rn---i---P__-i___L___i-___---~-------~-------~-------~-------~-------~ =======================5====51=======11=====~=========~============== **CLASS........: OT:= ~ORIGINAL FREGReDING TOFO:::: ET:= EXISTING TOFO:::: FIT:- REGRADED TOP0 VISTA SANTA FE SLOPE STABILITY DATA SIJMHARY ._ _- _ _-----. --we ---A -- .-----e- - .- .~- - - - - - - - IIDP===II=mIPIIIP=-- --nPI=DI=Ezc---- ----*tEPs=ze --=====f=f==Etll==9i=E- JOG NAME : VISTFI SCINTt3 FE DFlTE : 04/24/82 JOG NUMBER :. 11CI175 SLIDE : T **CLASS........: OT:= OFiIGINfiL FHEGRCIDING TOFO:::: ET:= EXISTING TOFO:::: RT:= REGRQDED TOP0 P&GE 1 VISTA SANTA FE SLOPE STABILITY DATA SUMMARY fX==L==I==Z==CEX- -=====iC~-----i========~===~===~=======~==~====== -e--m JOD NAME -' VISTA SANTA FE JOG NUMPER ;' DATE : B4/24/82 110175 SLIDE : Ll --__-- =========E===E=======5===========================================------ i~Q!eri----,~~I~________,__i________--------------~ ------------_---s_L_I__q_E____I__q_E__N_---------------- i-l_i___Bu~-NUMBEe----------~--~~~-~~--~~~--~-------~-------~-------~ I r) ; L-h---------_--__--__ SECTION IDENTLIY____L___U___L___U___i_______i___----~-------~ i_3_i---EhBYE_IBENI1Iv______i___B___i_-_~---~-------~-------~-------~ i-4-L---geLE-PE-B~N______,__i_24L83_i_@4~~~-~-------~-------~-------~ i-%-l---SC1BE_CLesS_________i_-SI___i__e~---~-------~-------~-------~ i-h-L---PrWAIPB-&PP~-------~--~~~--~--~~~--~-------~-------~-------~ ____ -------_E_n__c__T__q_R____o_E___SP_E_E_I--------------- L-Z-i---I~IBL-ES_---________Lhrsa94212r4~~~~~-------~-------~-------~ -.-.------ES-ldrY_sestLan, : s : -----Llra3P43LarS2BB~~------~~-------~-------~ i-P-i---dES-lrntecl-________i___m___i___~---~-------~-------~-------~ i-l9i---dES_l$uttces51-_____i___Q___i___~---~-------~-------~-------~ i_bl~___dE5-laheac-eLnl_____i_----~---~---~---~---~-------~-------~-------~ __.-_____ ---------_------_S_4~~--~~~~--------------------------- i-hZi--_e~l_llYnl_ldnsr- ____isr32514iZ:52~53i_______i_______i___----~ i~-L3i----.------------- COHESION (a~+) (enfliPLS1BP2iPLrBZ84i_______i_______i__-----~ i_b4i---PEN8llv_lers~-~e~~~-~--~~~--~--~~~--~-------~-------~-------~ i-lSi_------__-___-_______ PHI (buttress) (desli___m___i_--L_,_i-------i--------~-------~ i_hhi__-c9HES18~_lbu~~-~e~~~~---~---~---~---~-------~-------~-------~ : 17: DENSITY (but) (ecfl-i---L---i---L---L------L----L----i ----------------------- ------------__--__SL_I__qE__L_E_-N-c_T__----------------- i-l8i---L8Iel_h~NPLH_lfrl_-_i_-3ZL-_i_-3~~--~-------~-------~-------~ i-~41---8UILBEBs-LEN9IH-lftli_---~---~---~---~-------~-------~-------~ L-~LL_--E:B,Sr_bPEBLIpN_lfflhlPPrPZ_ihPP:~~-~-------~-------~-------~ i_alL---E:S:L1-1Lsc,_Ifemfl_i_-Bl___i__a~---~-------~-------~-------~ --.-----------_--_--____V__q_L_UME__P__A------------------------- i-zi----------------- PRE DEVELOPED (cr~__i___l___i___L___i_-____-i_______L_------~ i-2si---__-__---__-______ SECTION VOLUME (crl_iLZL:2~4ihZlrZB4i_______L______-i__-----~ i-24L---BUIIeEBS-Y4L~~~-~=Y~~--m_--i___~---~-------~-------~-------~ i.-2ZL----------------- REGRADE VCUJME (crl_iLZ~r2C4ilZLrZL4i-_----------i-------~-------~ M 1 SCE~LANEOUS-DE~TEL- _______ - ______ -------------_---------------- L-26i---P~ec~NI-w4IEe_lZr_c-i---O---i-=L~~~-~-------~-------~-------~ I 27: SHEmFIN LD/FT(~~ie~)L___M___i---~---~-------~-------~-------~ - .-.- ------_--__------ __-__ -- : 2s: SHEARF'IN SF%CING(ft): 0 ' I3 -~~~-----_--__---_-.------L_------------------------------- =-========================I===J===P===p============================== OT:= ORIGINFIL PREGRFIDING TOFO:::: ET:= EXISTING TOFO:::: RT:= REGRADED TOFO SHEPARDSON ENGINEETRING ASSXIATE8. but VISTA SANTA FE SLOPE STABILITY DATA SUMMARY BY NW JOBNO 110175 DATE ,4/24/83 APPENDIX "B" .~ - .- ..- .~ _~ - - - - -. SLOPE STF\BXLXTY De-l-e SUMMCSRY C-------S==XSI=t===I====3E-------------=======-----==================== ------_ --_---- ----- JOB NAME : VISTA Sf?NTA FE DATE : @4/24:82 JOB NUMBER : 113175 SLIDE : H - . OT:= ORIGINAL FREGRWING TWO:::: ET:= EXISTING TOPO:::: RT:= REGRADED TWO 1 ~ ;E~ b :r3;:ic .>*.. SHEPARIBGN ENGINEXRING ASSOCIATES, Inc. VISTA SANTA FE SLOPE STABILITY DATA SUMMARY BY N:IJ JOBNO 110175 UA1t 4124183 APPENDIX "S" SLOPE STABILITY De-l-63 SUMMERY . * - i==z==s=== ---- -___--- -----=---------==-===I======Ptf=========-====---------==*======= ----I--- ,708 NAME .: VISTA SANTA FE DATE : 04/25/82 JOR NUMBER : 1113175 SLIDE : I **CLASS........: OT:= ORIGINAL PREGRADING TOPO:::: ET:= EXISTING TOPO:::: RT:= REGRbDED TOP0 VISTA SANTA FE SHEPARIBON ENGINEERING ASSOCIATES, Inc. l8Y I~TE. SLOPE STABILITY DATA SUMMARY APPENDIX "B" .- - - ~- ..- .- - - - - .- - - SLUPE S-l-FSBILI-I-Y DA-I-A SUMMERY --=.~==*155~11t====~==========*=====~~=~=======~=-============ JOE NAME : VISTFI SANTA FE DATE : 04/25/82 JOB NUMHER :’ 110175 SLIDE : J =================================L============= x2======-- --*============== i!YS! ri ---- EucIm!Y ------ -----i _____^-- -RESULTS _---------- ---i ---------- -----s_L__I__qE_.-L_D_E__N__T__I_T_Y___D __-____ --------- i-l-L---BUN-YUE858----------i--~~~-~i--~~~--~--~~~--i-------~-------~ i-Z-i---SEEILPN_LPENIILv____l___J___i___~---~---~---~-------~-------~ i-3-i---eLBNE-LPENLLLv______i___B_---i---~---~---~---~---~---i-------~-------i i-4-i---PBLE-PE-BUN---------~-~~~~~-~-~~~~~-i-~~~~~-i-------~-------~ i-9-i---BLIPE-cLB59---------~--~~---~--~~---~--~~---~-------~-------i i-B-i---9p~e4IPB-C99E_______i__JBN__L__J~~--~--~~~--~-------~-------i -----------_E-A-clP__R____o_E__s_qF__E__--------------- i-Z-i---I8IBb-FS-----------L-_r=---~~:~~~~~~-------~-------i 1 -%0”4’ 2 ~717 L--i--------- ’ 8 FS (dry-Swtlg=l ____i1,36B34i_ZL31Z_iL-584B4i_____-_i___----i i-9-i---dE8_1*afecr_________i___B---i----~---i---~---~---~---~-------i-------i i-lLL---dES_lbuttcen~~-----_I___~---i---~---~-------i-------~ i-~ii--_d~8_lsheac_eLal---__i___L--_i___~---~---~---~-------~-------~ -----------_------------~~~~--~~~~--------------------------- i_iz_i---p_H_I_la_Ye_)-ld_e_9)-- ___iBLdsLZ-i13:Z8~3i13r94Lli_-------~--~----~ i-~3i----~~~~~-------~~~ COHESION (ave) (~aflLl4.0909:81.4394:85 ______:zzz3i_------i-------i i-14i--_______------___ DENSITY (we) (eefl_i__lZL__i__LZB--i--~~~--i-------~---~---i i~xL-------~---------- PHI (buttress) (desli___L___i___L__-i------__i__-----~ i_16i---EeYEBLPN_lbutl_lenfli___L---L___~---~---~---i-------~-------~ i_lZL_--PENBIIV-lbUt~-ie~~~-~---~---~---~---~---~---i-------~-------~ ------------------sLL_DE__I_E-PJ_ETLri__----------------- i-lBi---IPIBL-LENBIH-~~~~---~--~~---i--~~---~--~~---~-------i-------~ i-LPL-__BLlLIBESS-LENPIH_lftli___l___i___~---~---~---~-------~-------i i-Zhi____:_,_:_----_--------~~=~----~~-:----i~~:~~~~~-------~-------~ C G 8 LOCATION (ftb’73 519 ‘72 519 i-Zli___F:8:rl-Llncl_Ifnefl_i__34___i__l~---i--~~---~-------~-------~ ----- -----------------Y_PLU?EZ--!2E!IE3---------- ------- - ---- --- i-zL-----------------~ PRE DE’JEL~JPED (crl~~i~~A!~--i---!Z?---L-A!-wL-----L------i : 23: SECTION VOLUME (cyl-izZ,4445:22.4445:2p.2837: ------j.-------j. ~~~---------_------------ I 24: BUTTRESS VOLUME (c~li___@___i___B___i___o___L_------i___----i ~~~--------__-----_------- i-ZaL_________----------- REGRCIDE VOLUME (cy, :22.4445:22.4445:29.20szL------ : I _____ ------------m_I_~~~~~~~~~~~--~~~~- _______________ i_2$i-__EEBEENL_UBIEe_Lzl___l___L___i___~---i---~---~-------i-------i LZZL-------.L-...--------- F+E~FIN LD/FT(kiealL___~_-_i___L___i___m___i_---~---~-------i-------~ i_281--_8HEBBPry_SPBCLNElfflL___O___i___~---i---~---i-------i-------~ =======P=====E====E========= *===========================E=======S= **CLASS........: OT:= ORIGINAL PREGRADING TOPO:::: ET:= EX ISTING TOPO:::: RT:= REGRFIDED TOP0 SHEPARDSON ENGINEXFUNG AssocIATEs Inc. SLOPE STABILITY DATA SUMMARY VISTA SANTA FE BY DATE N:IJ ~4124183 No I - - I SL.,F ST~~RII TTY n*Tfi -1 IMM*-V h II=I=P==EEEI==E=iDE=-=~===============------------ ------------l==PI=I=lill=IIPllt JOB NAME :’ VISTA SANTA FE DATE : 04/25/82 JOB NUMRER ClllFl75 SLIDE : C --------------- ----- ---------------===-----E==========l=========================~======== iNori---,-E~‘LL~--,--_,-__-i----------~~~~~~~---------------~ SLIDE IDENTITY DA-l-63 ----~---~----------~----~--~-------~---~------~---~~~~~~~~~~~~~~~-~~~ i-l-i-__BUN_YUMeEB__________L__1%9__i__l~~--i--~~~--~-------~-------i i-Z_i-__%EELLPN_LgENIhTv____i___G___i___~---~---~---~-------i-------i L_3_i---PLe~E_lpENIrIY______i___B___i___~---~---~---i-------~-------~ i-4-i---94LE-e~_eUN_________i_C4L83-i_@4~%~-~-~~~%~-~-------i-------i i-a-i---SL~Pe-SL88%---------~--~~---~--~~---~--~~---~-------~-------~ i-4-i---ge~eeL9B-c89~-------i--~~~--i--~~~--~--~~~--~-------i-------i ------------~:Fl_c_~~~--~~--~~~~~~--~~~~--------------- i-Z-L---IBIBh-F%____-_______i_,__3 1 00,43 : 1.18322 : Lr4QZ@3i--- I 1 I 8 : F8 (dry_m~~~inn~____L~:~~~~~~l.l6~22~~:~~~~~~---- : -------------- : i_P_i--_dE%_lrer9c2--______-i___B___I___~---~---~-~-~-------~-------~ i-1LL___d~%_lburtmn~~----.--i---~---i---~---~--.-~---~-------i-------~ i-lli---~E%_lahe+r-eLnl_____l___m___i___~---~---~---~-------~-------~ so~4--oa_T_-A_--------------------------- ----_------_---_--------------- i-~Zi___e~L_Lavar-ld~~~-----~~~ lb1 h:-_r-i12LL42-i14,ZZ54L_______i------~-------~ i-1x------------------- COHESION (eve) (etfli-_-B_--i__-L__-~~~~~~~~~-------i-------i i-~4i---g~N%ILv_lrYe1_Lerfr_i__l2P-_i__/~~--i--~~~--i-------i-------i i-1PL--_PYl_lbuftrn~sl_ldesli___o___l___~---i---~---~-------i-------i i-1Pi---cpHE%Ie~-lburl_lenfli___0___i___~---~---~---i-------~-------i i_~ZL--_----_--__-__--- ENSJTY (but) (e%fLi---L---i---L---L--FE--L------L------i =I- 1 DE 4;ENc-T-H--_9-FI__T_P-___________ ______ ------------------------------- i-l%F---Lo_In_l__~%~~-~~~~---~--~~~--~--~~~--~--~~~--~-------~-------~ i-Lsi--_BMIIBE%%_LENEIH_lffli___L___i___~---i---~---i-------i-------i i-ZPi--_E:Pr%r_LeEBI~~~-i~~~~~~~:~~~i~~~:~%~~~~~:~%~~-------~-------~ i_ZL1---F:%:2L_llncl-~~~~~~-~--~~~--i--~~%--~--~~%--i-------~-------i ----.--------------2~L!&z!!E-s..E2~3X~ ____________________ -__-- L-ZZi-__e~E_9EYEL9eEe_Lcrl__i_Z8Zr9_i___~---i---~---i-------i-------i i23i---------------~ SECTION VOLUME (cy) : 262.5 :232.574:232.524i_______: i : 24:, BUTTRESS VOLUME (c~li___L___i__-L__-i___m___i_-__-__i-__----i -_-~_-------_--__-__---~-- ’ 291 L----,------------------- -- REGRADE VOLUME (cy) : : 232 574’-‘32 574 : 0 --L--L&--:----------i-------i __--__-__--__-___ML~~~~~~~~~~~--~~~~---------------- i-ZPL-__pEBSENL_wBLEe_Lzl___i__,m___b___~---i---~---i-------~-------~ i_2Zi___%HEBeeLN_LgL~~~~~eg~i---~---~---~---i---~---~-------i-------i i_2%i___%HEBBEI~_%PB~~~%~~~~~---~---i---~---~---~---i-------i-------i ----- -----E=---------------------_---_---_---- ------------------------------------=======----------------=== - ++CLAGS........: OT:= ORIGINAL PREGRADING TOPO:::? ET:= EXISTING TOPO:::: RT:= REGRADED TOP0 ;$‘i ** -1 SE SHEPARDSON ENGINEERING AssocIATE8. Inc. VISTA SANTA FE I SLOPE STABILITY DATA SUMMARY DATE, 4t2wa3 APPENDIX "B" -- SLOPE S-I-ABILITY De-l-FL SUMMCSRY E==t=EIPElltrPIIII==tltlltllPI=Ptl==========~==============================~==== JOB NAME : VISTCI SANTA FE DATE : 84/2!5/87 - JOB NUMRER :’ 110175 SLIDE : C i-P-L---!x%~laef~-’ I ,a I ,x I 111 3 i-LmL___dE%-1$Mttren-‘ I n I ,a I ,% I ,a, w __I !f.* ,I’ I i-lli--_d~%_~shenc_ernl_____i___l___i___~---i---~---~-------~-------~ ________________________ ~~~-_I_L--~~~fllr_~ ____________________________ i-l2_i--_r_H_L_ca_Ye_,_ld_e_q,_____il2,-------~-------~ i&z--------------____ COHESION (a~) (esfli___L__-i_-_L__-i~~~~~~-~-------~-------~ i-i4L-------___________ DENSITY (ave) (esfLi_XX!--i--LZb--i--123~-L------i-------i iAzii--------------------- PHI (bL&tress) (de&L---O---i-Li?---L--K--i------L------i LlenilL%--i---O---L---i---L------L------i (ecfl_i___a_--i---b---~---~---i-------i-------~ -==.-I=zAi--.Az==L-- .----------S-L_-I-_P-E___L_ENGT_H____q_q_----------------- i-1Bi---CBHE%lgy_lbutl 1 17: ~nFNsTTV It?,,+, -------_ i-xi---Lure I-LPL---BULI i-2o.L-~~&:%: ‘---IL LENGTH (f t) ,---_____________i--3Zl--i_-321__i__32r__~-------i-------~ .BE%%-LENBIH-~ffli---~--i___m___i___o__-i-----.--~-------~ ,-r-----------_-_L---_----~--=:------=:-~=~-------~-------~ S LOCATION (ft)'142.279'167 752:16' 7=7' i-Zli---E:%:21-1Lncl-~~~~~~-~---i__s~---~--~~---~-------~-------~ ----------------__-____v_oLu_m_E__-9p__T------------------- ____ -_ i-Z2i---eB%-eEvEhPeE9_lcul__i_tZhrP_i___~---i---~---~-------~-------~ i23i---------------_____ SECTION VOLUME (cy) :- 176.5 :146.574:146.!374: : I : 24: K~-~RESS ‘JCUJ~E (crli---L---i---L--i---E---i-------i-------i -------------------------- LZZ---------------_____ REGRADE VOLUME (crl_i___O_--i146~~Z4LL48-sZli_______i__-----i ____ ----_---- ____ pI__I__S_CELLA~~P_sJ__s____D_FI_T_p__--------------- i-Zhi---e~ecENI-wBIE~-~~---i-=~~~~-i---~---i---~---~-------~-------~ **CLASS........: OT:= ORIGINAL PREGRADING TOPO:::: ET:= EXISTING TOFO:::: RT:= REGRCIDED TOP0 PAGE 1 VISTA SANTA FE MEPARIBON ENGINEXRING AssocIATEa Inc. SLOPE STABILITY DATA SUMMARY APPENDIX “B” - ~- .~ - -, - - - - .- _- aLUCL=. b I HI5l.LII ‘1-Y DA-l-63 SUMMARY ====================r=pI=-=======l=========================================== JO8 NRME : VISTA SANTA FE DATE : 5;14./=4,‘f3= JOE! NUMRER :. llW175 SLIDE : G ======-1==-..:_;L-Z---:=:==~==F==-===-=-:::E-===~-=--============-=========3:=-=i- INo-i---__~UCLION___________i___________--- RESZULXS- ______ ----e---i -------.--- ______ EiLAJ2!Z __,_ I__rl~.~.~rl_I__T__w___p_FI_T_r?_______- .___ ---- i-l-i---wN~NUMBE~ __________ i__l~r-.~i_-l~Z__i--l~~--~--~~~--.~-.-~~~--~ i_2_i---BECI~P~_1PENIlLY .____ L___c____i___c____i_-G____i___G____i___l_.__ i i-.~-i----___________________L--_n___i___~---~---~---~---~---~---~---~ PLANE IDENTITY i-4_-: DATE-OF RUN I 84/03-i-04/83 : m4/8= :-@_!4/83 : &?;S_;:_L I~s-i~--s~lP~-ccess_________i__8I___l__e~---~-~~~---~--~~~--~--~~~--~ i_4_i--_BPERAIPB_cop~-------~--~~~--~--~~~--~--~~~--~--~~~--~--~~~--~ --- ---- ---_.__F_P_T=_TP__W_--~~.--~~~~~~--~~~~ --------. --- .--.-.._ i-7-i---L9IRC-Es--__________ir___ 999835: 1. 444L~LL9~!37K5 : 1.38671: 1.4GO_@3L : 8 : FS (drysect~nfij.- ___-___---___- ---i,979826 : 1.44416 : .99!37CB : 1.30671 : 1.4FJO_Wi L~S-L-.LEL~a~fecl_________ i___~_--i-__J~___i---~---~--~-~---~---J~ __.._ i L.-~~i---dES_lbuffce~~~ ____.__ i___~---L---~--_i---n___l__-B_ -i ._..___ C!--,-i. r.-lli--.-dEs_l~he~Ir_efnl_.____. i ____ Cl _,_,_._ i-.2! 3 JZJ i-1 ------------.---.----_._-._I~.oLL_-P_.~_T_p_----- ---- --- ---- ----------- / 12: PHI Cave! (d@Q) --------------------- : 6.192 18.49381: 8.6@9 :ltLJL~@-j~&Li~~~i ~~~~~~.~~~OtiESION (eve) (czsfr : : 35.9862 : _ 0 .K?~~!W~~i~S:.sZWZW~i !?I 8 14’ L---L---------.---L.--___ DENSITY (.ave) (e&t, : 1ZQ : 120 : 120 : -128 : lz@--i i-/sL-__EYL_~burtren~~---- ~desli___~---i___~___i---a-_-i_---~---~---~---~---~ b-l4i--_cg~EgIq~_lbu~~-~e~~~~--_i___~---~---~---~---~---~---~---~ I 17: DENSITY (but) (ecfl_i___B---i---B---~---~---~---~---~---~---~ ~-_~~~-----__---_______ _--___---- ____ -____S_L__I_P_E___L__E_N_G__T__H____D_CI----------------- i-lsl---IPLnl_b~NBTH-~~~~---~--~~~--~--~~~--~--~~~--~--~~~--~.--~~~~-~ 19: --R_U_LIRE_SS LENGTH (ft): Q ._: B g---i 0 g---i i~xc-~~LA.2 ______,_________ I---:---b---: ____ --~r-1BSLL32-1~3iL3~,~~~~~ C G S LOCPlTION (ft)'lf37 994'187 994'1" i_21-___E,s,~L_1LQrl-~~ee~~-~--~~~--~--~~~--~---~---~--~~~--~--~~~--~ ---__-_--- ____ - _______ V_O_h_U_M_E_--_q_q_~----.------------- ____ -___ ; 27: PRE DEVELOPED (cy) :552z3@L---0 :154.889: _ fl : --@---i _--~__----___---________ i_23_L---s_E_CIIo_N__V_O_L_U_M_E__lc_yr_--~-~-~--_I ‘89’134 889’124 889’1?4 8891 : 24: ENTTRESS VOLUME (crlL___@---i_--m---i___8___i___m___i___~---~ ---~~------___-___________ i-zsi----_____-__________ REGRFIDE VOLUME (cy) I $3 :552,38_31- ~3 :134.889:134.@9~ ---c--- ----------fl?_L_s_GELLe~E~u~-~nexe--~-~------~--.~- L-Z6i___EEScENI_wBTE~-~~~---~-~:~~~-~-=:~~~-~---~---~-=:~~~.-~--.-~--.-~ i_.ZZ~-_-SHE~SPL~_L9~~~~~~e~~~ __.__. ~_-...i.---~!-__i---~-__~---~---~---~ _.___ 1. 8: ==-zrs ======== rz ==========I=========== z ===.z= z==L=,,, ==z== ~~~~=LL~~.. SHE4Be~N_SeACING(ft) :--.-Q---i-- cl ij w I **CL&s . ..* . . . . . OT:= ORIGINAL PREGRADING TOPD: : : : ET:=: EXISTTNG ‘TOPO: : : 1 RT: = REGRA!Wli ?3F:,@ PAGE 1 SHEPARJBON ENGINEEXING ASSOCbWE8, Inc. VISTA SANTA FE SLOPE STABILITY DATA SUMMARY BY IXTE. N:tJ 4(24/83 JOBNO 110175 APPENDIX "B"