IrorfTl B I .TOl'N R. BYERLY. INC. I I Z Test Pit No. 6 I- Z Q >' uJ .... (!) .... U I 0:- ~ Z- <~ 0....0.. .... ....tz_ </l ::\:Z z.:;: u3 0.... uJ~ ....u vU l.:)U:- ~~ 0:0: a: ~ Izo.. ~ ....'u a.. >- :Jlt >0.. w >:11: 0: .... ~ - ~ o -- 0 I/) .... ! 6 ....~ I ~ a: o pli . Lt. brown fine to coarse sand (SW) I 100 0.5 86 '. ' .. (dry, moderately dense) 97 3.6 80 1 2 •I- ..... '.' I . ." It:l . ' .. 3 pte .' . 95 1.5 82 I 4 l- '.... 5 6 I ., '":." Grey fine to coarse sand (SW) I- '., (dry, loose) 7 ' .. I - 8 9 Total depth 10.0 feet I 10 H---l No free ground water encountered 11 I- I 12 I- Caving below 6.0 feet . I 13 I- 14 I- I 15 I- 16 I- I 17 I- 18 I- 19 I- Enclosure 2, Page 6 I Rpt. No.: 8844 20 File No.: S-4559 I ; orlTl 8 I .ro '.'i R. BYERl'{, INC. I I I Z I-z Q >-' uJ ..... l-' ..... U Tes' Pit No. 7 0:- t: z~ o(~ .... t;: 0.. .... I z_ Vl 0.....~z z.~ u~ 0.... .... t;: ........ U OU l,:). o~ w0:0:: 0: .... ,.., z0.. z~ :>- - :::di~ >0.. W I >:.: 0:: .... o 0 I/) - ....-- -- (5 ~ 2S .oJ ~ a: ·1 o Lt. brown fine to coarse sand (SW) (dry, loose, porous) 1 I 90 4.2 75 2 3 I 90 5.3 74 4 I I' 99 2.6 82 5 I 6 Grey, 1t , brown fine to coarse sand Is w/lenses of silt, (dry & loose) 7 8 I 9 10 I 11 Total depth 11.0 feet 12 No free ground water encountered I . 13 No caving 14 I . 15 16 I 17 I 18 Enclosure 2, Page 7 19 Rpt. No.: 8844 File No.: S-4559 I 20 I .JOHN R. BYERLY, INC. 1 1 I ..... z z Q '>- W ..... ~ r- Ll cr- ~ Z- <- Test Pit No. 8 wI: or- o.r- I Z_ .n ~Z U~ W z:;: OW .... U ULl :r C),t ~~ a: ~ a: a: 0. Z~ w'''' W >- - ~~ >0. o 1 >:1' a: r- - r-- 0 en - ~-- 0 S ~ a::.,j Lt. brown fine to coarse sand (5W) I 0 JlII''. ...I' . (dry, slightly dense, w/some silt) 77 I 91 1.5 1 • 'f.-:r 94 2.0 82 .... 2 i- .. 3 ',1 : I 92 2.0 80 1. -, 4 ... , , ,I', ' I 5 i- .: ,I, 6 Lt. brown to grey interbedded fine to coarse sands, (dry, loose) I 7 i- i- ' , , 8 " , , I 9 i- 10 l- I Total depth 11.0 feet II No free ground water encountered 1 12 .... 13 ~ No caving 1 14 i....- 15 .... 1 16 I- 17 I- 1 18 >- Enclosure 2, Page 8 19 i- Rpt. No.: 8844 File No.: 5-4559 1 20 .1 I Jm,~ R. BYERLY. INC. I I z I ~ z 0 >-'" uJ ~ l-' U Test Pit no. 9 er- ~. r- <~ .... t;: z- O-~ I LIl Oz ~Z Z_ Z- W ....U ....OW ....t;: U uU :x: ~. O~ era::w a:: I- ~ W".1 a. Z~ ~ ;:)~ >0- w ,I S;:lII:_ .... a:: I- - - ~ o 0 en r- ~ 6 ~ ~ a::.oJ I o Grey fine to coarse sand (SW) (dry, moderately dense) 1 . ·1 101 2.6 87 .. 2 99 2.0 83 3 I· 4 'I '. 5 100 1.5 85 6 7 I· 8 I 9 Total depth 9.5 feet 10 No f~ee ground water encountered I 11 Caving below 3.0 feet 12 I 13 14 '1 I . 15 16 I 17 I 18 Enclosure 2, Page 9 Rpt. No.: 8844 19 File No.: 5-4559 I 20 I I for"" 8 JOHN R. BYERLY. INC. I I Z I ...- Q >- Z ...- .<tJ w U a:~ t: z~...- <~ Test Pit No. 10 ....t 0'" 0.. .... I z_ in J:Z u3 0"" ....t z= wU oU C). ~l! er j!: erer ,... a. z~ >- ::::>~ .... w >~ er - >0.. o I 0 (I).... - ....-- !-- (5 :) I ~ a:.oJ 0 .. Grey fine to coarse sand (SW) 94 1.0 80 I (dry & slightly dense w/some silt 1 :. ... and gravel) I 95 1.0 80 2 '.l- • I 91 1.0 77 3 0 D 4 1-. .. I 5 I- .. ' Total depth 6.0 feet 6 No free ground water encountered I 7 I- 8 ~ Caving below 1.0 feet I 9 ~ I 10 l- II I- , 12 ~ 13 I- I 14 I- 15 I- I 16 I- 17 I- I 18 I- Enclosure 2, Page 10 Rpt. No.: 8844 19 I- File No.: S-4559 I 20 I JO~:;~ R. BYERLY. INC. I I I Z ,I I- 0 >- .....Z I- Test Pit No. 11 ~ .... U 0::- ~ <~ 01-z- Q.I- ....tZ VI :l: Z, ..... - z.-.. u5 OW I wU vU l:)t;; ~~ 0::0:: 0:: ~ ~ w·u a.. z~ >- ::J~ >Q. w S;:l' 0:: I- ~ - ~ o 0 en I- I ~-- 0 :5 ~ ',j 0:: I 0 Lt. brown fine to coarse sand (SW) I -,: 'I 1 (dry, mod. dense w/some silt) 96 3.6 82 I'". ' . ·1 ' . 2 I " I, 102 3.6 87 3 . " I· I 4 5 'I' , , I I ,I " 6 Total depth 6.0 feet 7 No free ground water encountered I 8 Caving below 1.0 feet 9 I' 10 I 11 12 I 13 : 14 'I . 15 16 I 17 18 I Enc 108uI',;;: 2, Page 11 19 Rpt. No.: 8844 File No.: S-4559 20 I I Iform '8 JOHN R. BYERLY. INC. I I _. z I ... 0 Test Pit No. 12 z • >- W ... I!J U cr- t: ... <- wt;: z- 0.. ... I z_ VI 0'" ~z z.~ U~ OW I .... t; ~~ wU oUa: l-'. a:a: ~ zo.. .r w'''' w a: - :::>~ >0.. >:llC_'OJ ... o I 0 V'I - t--- ! O ....5 I ~ ex: o ~7 .... Grey to It. bro~l fine to coarse sand 80 2.0 70 1 .:.... (5W) (dry, loose, w/some silt) '. " I 77 2.5 67 · . " 2 I- .': . · ..'", I- ' ... 3 . ' . I . ~ ' .. 4 " .'. I 5 6 ....... I 7 ~ . .... ,' ." I 8 9 ~ .' I- :.... 10 . '. I ' ... 11 I- · . 12 I- . I · .' 13 I- :..... 14 Total depth 14.0 feet I , 15 ~ No free ground water encountered 16 I- Caving below 3.0 feet I. 17 .... I 18 I- Enclosure 2, Page 12 19 I- Rpt. No.: 8844 File No.: 5-4559 I 20 ~-~ I forl'\ 8 JOHN R. BYERLY, INC. I I I z I ... 0 >- ....z ... (!J U Test Pit No. 13 lr- ~ ... o(~ z~ Cl. ... wt;: l.f) z_ z.~ 0'" ~z I ....... u3 0.... ....t ....u vU t:). o~_. a:: a:: a:: ~ w hJ c, z~ ~ ::)~ w ~:ll:: >Cl. a:: I- - - a -- 0 en I- - I ! 0 ....5 ~ a:: ,I o Lt. brown fine to coarse sand (SW) 88 2.0 76 1 (dry. loose w/some silt) ,I 2 3 85 4.2 73 Lt. brown fine to coarse sand (SW) I I 4 (dry, loose) I " 5 I I' Lt. brown silty fine to coarse sand (Sr- 6 (dry, loose) 7 I 8 9 I 10 Total depth 10.0 feet I 11 No free groun~ water encountered 12 No caving .1 13 14 I 15 16 I 17 18 Enclosure 2, Page 13 I 19 Rpt. No.: 8844 File No.: S-4559 20 I I I JOFN H. BYERLY. INC. I I ~ z Q Test Pit No. 14 I '>- wz ~ V' U I- <0(_ a- t: z- o..~ wt <I'l 0 .... z_ U~ ~z wI- z:: OW I U U ,I.IJ a: V a: ~ '-'~ o~~ a:1.IJ w,u a. z~ ~ ::::>~ >0.. I.IJ >:01: a: I- ~ - ~ o -- 0 cJ) ~ I ~ 6 .u:s ~ a: I 0 , I' ,I,' " ' Lt. brown silty fine to coarse sand (S~ 87 2.6 75 I 1 ,....I : I (dry, loose) 94 1.0 79 2 ~.I,·T I 3 ,... .. I. I 4 ,...,~"·I: I 5 ;.. ',I',. i 6 -1':1',.. _ 0 •• Occasional gravels at 7.0 fe~t 7 I 1.1 ." '0 I" 8 f- . (. ~ o , ' 0 I 9 f- .1·" Total depth 9.5 feet 10 - No free ground water encountered 11 I - No caving 12 - I 13 - 14 - I 15 f- I 16 - 17 - 18 I - Enclosure 2, Page 14 19 Rpt. No.: 8844 - File No.: S-4559 I 20 I JOHN R. BYERLY. INC. I ,I I z ~ Q Test Pit No. 15 >- ...,z ~ I l!l .... U a- t: <- .... t;: z- Q.~ z_ iii 0 .... ~z ........ z-~ u3 0"" I ....u oU t.:)"'=' ~~ IX IX IX s Z~ ;:l .... W hJ 11. ~ - >11. w S;:'lI:: IX ... ~ o 0 U) ...-- !-- 5 5 I ~ .... Ill: I o Lt. brown silty fine to coarse sand (SM 82 0.5 71 1 (dry, loose) I, 2 3 87 1.5 75 I 4 5 Occasional gravels at 5.0 feet " I 6 Lt. brown fine to coarse sand (SW) 7 ... I . '., 8 9 I " " .' ' .. ",. 10 Total depth 10.0 feet 11 No free ground water encountered. I 12 No caving 13 I 14 ,. I I· 15 16 I 17 18 Enclosure 2, Page 15 I 19 Rp t . No.: 8844 File No.: S-4559 20 ~-~ ,I I I, TEST DATA I LABORATORY STANDARD: ASTM D 1557-70, Mehtod A: 4-Inch Diamter Hold; 1/30 Cubic Foot Volume; 5 Lay ers ; 25 BLows Per Layer; 10 I Pound Hanmer; 18 Inch Fall; -No.4 Material. Optimum Maximum I Classification Noisture(/o) Density(PCF) A Lt. brown fine to coarse sand (SW) 12.0 115.5 ,I B Lt.