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Florida Inland Navigation District - Soil ProfilesTB--1 TB-2 T13-3 TB-4 T13-5 TB-6 TB--7 TB-8 TB-9 TB-10 TB--1 1 TB-12 TB-13 TB-14 TB-15 N N N N N N N N N N N N I N N N 0 2 1.-4 0 6 i 5 3 1 2 g-200=63 4 5 O 3 1 6 I 2 2 1 1 `. 1 2 1 3 _. 0 `-- 4 .. 0 •,• 4 9 ".:• :-: � � 6 + 5 �'• 6 :•: 4 3 :: 4 � 32 -•• 4 6 4 4 8 4 ter: -� 6 :' S 3 0 4 1 1 6 O o o _ o 6 O 9 5 �t ' - 6 :: 9�1 9 5 12 :., 10 - 7 1 r. _____ 10 t�' _� 3 � 2 6 6 5. 7 -_y -�L O 3�- 4 .r�,' -� t -o O 5 4.0 8 �! 4.0 16 �� - 62 - 68 : � 30 o T2 10 !r a 7 1 7 L 6 �fr _ 5 0 2 2 / 9 /� Q -- 7 _ 1 1 -� 17 0 ---L /� 2 -� 2 :� 4.5 T 4. r� 2 - 2_-:�:4.51 - � - 1 0 22 O 71 a 52 : - 22 26 5 L 0 1 I� : 2-20 99 34 43 �: - 40 5.0 r 12 5.3 30 70 . 2-22-99 16 . ►!� 2-22-99 r'' s.5 3 rr' 5.5 6: 5.0 T 19 0 r _ _� L 0 2-22-99 5 2-23-99 - JIi 1:� 2-20-99 Q - -: 5.5 / Q 28f 32 - 80 52 34 ✓� - 32 52 2-23-99 28 O r 20 . t 38 55 :�: 52 2-20-99 32 2-20-99 42 .: 52 . v ,;:a 2-22-99 - t �' 2-22-99 35 : 33 rt�' 29 . 55 : 50 ' :' 68 :v: 42 : 2-20-99 38 :.�: 35 :. 42 :s: 50/3 44 �r: 24 rr 50 41 2-22-99'17. 2-23-99 f. 7 7.5 �; a ;a • p; rr a"ate » �! b .v 1r' 4 a V V_ 70 : 82 42 54 . 36 off 50/6 43 : 58 °�; 0 34 50 : : - 63 63 0 80 29 = : 4f>17 a a a: a e . 37 38 2-20-99 20 :�:: 31 :' 50 �' 34 ..� 41 7 P 30 : 50/4 :4.� 38:d.� 28 8.a v O �•G� 9 ?;, t, -.1 4 0 �; ' a �:. Q 38 41 39 a a O 55 43 .9:� 30. 62 37 a 21 /� 30 �: 47 70 .. 51 V. v: 52 :� : V. �. O .v p; �g 7 �f V. :a ti . V... 3 :a :a fry o �:. 4: . y. p. q 9:. % ) Y 6� t7: r` q . �1 F1 V. y. r� 14 r ' 23 41 ' 24 f9� 24 f : 24 20 51 12 'fir 2 6 j�✓ 15 14 rr: 2 2 .xrr 18 �� 29 �; �' �' ,� f' r. 15 :rx� r 2 �'� :r;, , r f r' 2 �,r :i. �' 4 r ° l� l 7 •Q 1�: Q ;!r1fr v 16 18 62 20 :rf �� ti 19 14 -Q 27 /1 41 :�. 31 23 ,� 40 :. 33 rr 33 55 r,�: :�!j r�: xj :: 2 0 �+ . l O lr: l : y? fir• r'�: 0 t�: :rf :2r. = p �- :afro ✓f r�,. :�� f :r� r q 20 :r� 5 50 2" °3 19 ?'� 26 : j 1 1 30 rr: 24 f 16 ,1 r O2 7 rr 5 15 24 rt 40 3 r. r r �'r 25 fr 7 g 3 f��1 5 rr.rl fit r �`xj r1 rie w=48 '` a �1 q` w=82 tx w=48 a . _r. r ° v �� �/-200=83 rJ: �: rat-200=50 -200=54 1� °" 0' LL=53-200=22 q 6 �.a 'r• � LL=63-200=29 - LL=36 PI=43 6 1 1 .f r 6 4 4 PI=19 6 PI=37 5 5 4 6 5 5 4 3 4 :r. 30 W=97 -200=93 LL=82 PI=57 fir' _V rr: :;.: o : a :o :: ,r f „ .a. ,! 58 : 54 60 50/3" 50 1 " 6 13 19 f 20 �`� 42 : 50 3 16 r% 32 :t�: 19 .r 45 . 7. 1�o 35 rr rfr; 2 r f: 2 o ff� ���: '�• �jr 0 o � r =4 a77 0 O 21 50 3 50 3 52 V 18 '�j' 46 44 a� 37 66 59 58 50 3" 40 21 I 31 � ��r: : � : p. •,. � � :r� . .:. o ,� Q ff: o o f� aP o f-200=50 �' 20 rr: 13 14 12 /� 21 57 0" 10 40-1 60 4 5 9 TT I- rr w rrr AB -1 w _ AB-2 AB-3 AB-4 LL z 14 9 14 15 18 8 0 50 I o o f, o 0 0 0 _ o 4-200=62 O _� -- • �l --� O 10 10 16 18 16 5 -�_ 5.7 5.5 7 f• _5 7L-200=18 5 5 -- -�- - O 7.0 2-25-99 2-25-99 f 2-25-99 TI LLJ -- r 2-26-99 -200=51 TT 5 6 10 8 0 12 20oe 10 `�ri rat 60 Li 10 � •r�� Sri fry 10 13 15 fr 65 f 0 LEGEND err rr� .rrr Sri rr� TT 1 GRAY TO BROWN FINE SAND TO FINE SAND WITH :aff !ff 70 15 9 :::: 210 0 SILT, TRACE ROOTS (SP)(SP-SM)(TOPSOIL) 20 GRAY TO BROWN SHELLY FINE SAND, SHELLY FINE SAND WITH SILT AND CRUSHED SHELL WITH SAND (SP)(SP-SM) TT AB-5 AB-6 AB-7 AB-8 TT a.� O GRAY TO BROWN SHELLY FINE SAND WITH SILT, SLIGHTLY 8 10 TO MODERATELY CEMENTED (COQUINA -LIKE) 0 75 TT:f o o:} 1 o 4 ORANGISH-BROWN, BROWN, AND GREENISH- GRAY FINE ::: OO SAND TO FINE SAND WITH SILT (SP)(SP-SM) 4 _ _ _ 6 GREENISH -GRAY AND BROWN SILTY FINE SAND,-o 9 0 TRACE TO SOME SHELL SM 5 - �,� 5.3 5.0 5.5 `.� 5 - 2-2 �q Y Y TRACE - - : fl 2-25-9s O l% 2-25-99 .7 0 6 GRAY TO GREENISH GRAY SAND CLAY TO CLAY, F-- 2 25 99 �/. 0 SHELL (CL)(CH) w � LL GREENISH -GRAY TO BROWN SILTY TO CLAYEY FINE f 19 13 SAND (SM-SC)(SC) 1 10 85 LIMESTONE jf 9 GREENISH -GRAY SANDY SILT (ML) 0 •.rr !r. > (SP) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL AS 90 50 0 50 3 DETERMINED BY VISUAL EXAMINATION 15 5.5 DEPTH TO GROUNDWATER LEVEL IN FEET WITH DATE 2. ) 2-22-99 F READING ?ff 0 ,> 8 8 L ESTIMATED SEASONAL HIGH GROUNDWATER LEVEL fr1 frr 95 50 0 0 50 3 0 - 20 - N STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT 50/3 50) BLOWS REQUIRED TO DRIVE SAMPLING SPOON 50 3" 50 3" �3) INCHES GEOTECHNICAL ENGINEERING EVALUATION 100 FIELD: W NATURAL MOISTURE CONTENT (�) SOIL PROFILES DRAWN BY: KM FLORIDA INLAND NAVIGATIONAL DISTRICT (FIND) -200 FINES PASSING No. 200 SIEVE (%) VOLUSIA COUNTY, FLORIDA CHECKED 8Y: EJ VERTICAL SCALE IN FEET Nodarse LL LIQUID LIMIT (�) APPROVED BY: Dcs PI PLASTICITY INDEX &Associafe5,112C. 0 2.5 5 10 HC}R12aNTAL SCALE: -- Geotechnical, Environmental & Materials Engineers VERTICAL SCALE: NOTED DATE: 4-7-99 PROJECT NO.: 098-G-003 FIGURE: 4 f