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Home My WebLink AboutSeawall:\11 ATEC Associates Inc. � i.AB N0. ST-' ivy2990 N.W. 40 $Ire!: PAG 1; ). OF A Miami, Florida 33142 (305) 633-27,4 (Dade) (305) 723-P3,'(Broward) REPORT OF IN-PLACE SOIL DENSITY TESTS Client Not 66 Clientt GFNFRA.L DEVELOPMENT CORP. Project Not 71-72-046 Projects SEBASTIAN HIGHLANDS /UNIT 17 t%',R-3871-04 "-' Soil Description : A: EpN SAND W /TRACE OF Di". ESPN Max. Dry A" 109'6 Optimum '�' W.0 B: 105.1 R' Density _bs/cu. ft, MoistureL:. SAJ\11 + SIF LL B: GRAYISH BPV SA1NID Method of 'Test: AAS: -(TO T-99 Date of Test Elev. Lift Field In -Place Density Test No. iP$t Location Ft. No. Moisture (lbs/cu.ft.) comoac- FILL/SE*AL1L @ PUK 589 Percent We Dry tion 10/31 0 1 Sr WALL @ STA 5+0 District Manger Offices:Corporsie OHICe:Indianapolis. IN Cincinnetl, OH S„ UMANN CANAL -1' 3 12.1 117.3 104.6 95.4 A, Ralslgh, NC Salisbury, MD Atflllstes: Atlanta, GA Baltimore, MD Dayton, OH Denver, CO Huntsville, AL Indfanapolfa, IN KY Savannah, GA VA IG -30 2 " " " GPADE 4 6.7 113.9 106.7 9.7 . 4 A 11/9 3 HTA 7+0 _1' 3 10.9 1L' .5 100.5 91.7 A 11/9 4I I I I I I ti ;,> A�: %1 6.3 106.1 90.9 91. - A STA 8+0 11/?_4 5 -1' 3 13.7 113.2 99.6 94.E B 11/24 6 " @ GE -ADE 12.4 111.2 98.9 90.2 A, STA .+' 11/24 7 '' @ GRADDE 4 10.4 11C.4 100.0 91.2 A 11/24 8 it'I " -1.0' 3 14.1 101.4 88.8 84.0 B 12/1 9 ?=EST OF ?8 -1' 3 13.5 117.4 103.4 98.4 B SEAWALL tZU+UU 12/1 10 SCHUMA 4 CANAL -1' 3 13.9 112.7 99.0 94.1 B 12/1 11 it if 11@ GRADE 4 9.9 110.8 100.8 95.9 B 12/1 12 it tt it -1' 3 17.2 103.3 88.1 83.8 B Remarks: The above of maximum tests meet the density. -- AS STA minimum requirement of * 90 PFR CITY OF SEBASTIAN 0+0 STARTS @ EVEP.ESS DRIVE Tech: p. pLF�10P�S ATEC ASSOCIATES, INC. District Manger Offices:Corporsie OHICe:Indianapolis. IN Cincinnetl, OH Anchorage, AK Dallas, TX Grltllth, IN Longmont. CO Ralslgh, NC Salisbury, MD Atflllstes: Atlanta, GA Baltimore, MD Dayton, OH Denver, CO Huntsville, AL Indfanapolfa, IN KY Savannah, GA VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Miami. Miami, FL Monlonmwry Al Toledo, OH Cnaruily. VA Char &y. V w..h1, __ ATEC Associates, Inc. VV2990 N.W. 40 Street Miami, Florida 33142 (305) 633-2700 (Dade) • (305) 728-a044 (Broward) REPORT OF IN-PLACE SOIL DENSITY TESTS Client Noi Client: GENERAL DEVELDPI07T CORP • Project N o : Project: SEBASSTI.AN HIGHLANDS /UNIT 17 w'R-3871-04 Soil Description: GPAYISH BROWN SAND CLASS ."� IAF, r'0. SH U"70568 _,- y 2 (.-. 4 66 71-72-046 Max.Dry 15 Optimum -1' Method 13.4 Density 10,5-1 lbs/cu.ft. Moisture 10.5 % of Test: AASHTO T-99 Date of Test Elev. Lift Field In -Place Density Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac- 90.6 12/8 23 if@ GRADE 4 Percent Wet Dry tion 12/1 13 CANAL STA 22+00 -1' 3 15.1 104.1 90.5 86.1 12/3 14 11 " STA 18+00 @ GRADE 4 6.8 113.1 105.9 100.7 12/3 15 RETEST OF #12 -1' 3 13.4 108.2 95.3 90.7 12/3 16 SEAWALL @ SC TAT GRADE 4 11.2 117.3 105.5 100.4 15.2 109.7 CALIF., STA 22+00 90.6 12/8 23 if@ GRADE 4 13.5 117.4 • 12/3 17 RETEST OF #13 -1' 3 11.5 106.0 95.0 90.3 12/3 18 dEAUALL @ SCHU4ANN GRADE 4 9.5 112.5 102.7 97.7 T ec h t R. PU2v HONS CA11,AL STA 24+00 12/3 19 " itif-1' 3 12.5 106.7 94.8 90.2 12/3 20 " STA 26+00 @ GRADE 4 9.6 117.8 107.5 102.2 12/3 21 -1' 3 11.2 115.3 103.7 98.6 12/8 22 " STA 28+30 -1' 3 15.2 109.7 95.2 90.6 12/8 23 if@ GRADE 4 13.5 117.4 103.4 98.3 12/8 24 " STA 30+00 -1' 3 19.6 113.4 94.7 90.1 Remarks: The above tests meet the minimum requirement of 9� of maximum density. cTp0+n CTARTS AT T7WFRFS,'� TRTVF T ec h t R. PU2v HONS ATEC ASSOC I AT(E�nS I,, INC. bzd"V • District Manger Offices: Cincinnatl, OH Corporate Office: l wtspokt. IN Raleigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD . Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Atexanona. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH CharMilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery. AL Washington. DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach FI NMNk VA Tec h t; R. PLE1,90N'S Offices: Anchorage. AK Atlanta, GA Baltimore. MD Birmingham, AL Chicago. IL Cincinnati, OH Dallas. TX Dayton. OH Denver. CO Ft. Wayne. IN Gaitherburg, MO ATEC ASSOCIATES, INC. CLASS A District AT E C Associates, Inc. LAB NO. SH 870568 Ralslgh, NC Griffith, IN PAGE 3 OF 4 Huntsville, AL Lousiville, KY N.W. 40 street Indianapolis, IN Miami, FL Toledo, OH Jacksonville, FL VV2990 Miami. Florida 33142 Lexington, KY Nashville, TN West Palm Beach. FL (305) 633-2700 (Dade) • (305) 728-90" (Broward) REPORT OF IN-PLACE SOIL DENSITY TESTS Client Not 66 Project No: 71-72-046- C l i e n t s G=,A.L DEVELOPMENT CORP . Proj ect r SEBASTIAN HIGHLANDS/UNIT 17 W,3871-04 Soil Description : A: BRN SAND/TRACE OF DK . ERN SAPTD+SI LLL B: GRAYISH BPV SA rID Max . DryA: 109.6 Optimum A: 10.0 Method DensityB: 105.1 lbs/cu.ft. Moisture B: 10.5/ of Test: AASM: T-99 Date of Test Elev. Lift Field In -Place Density Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac- BACKFILL/SEAWALL Percent Wet Dry tion SEAWALL CO) SCHUMANN 12/8 25 CANAL STA 30+00 @ GRADE 4 11.3 119.3 107.2 102.0 .105.1 12/8 26 " " STA 32+00 -1' 1 17.6 113.2 96.2 91.5 105.1 12/8 27 �� @ GRADE 2 15.1 119.3 103.7 98.6 105.1 12/8 28 " STA 37+00 -1' 1 10.0 111.2 101.1 92.2 109.6 • 12/8 29 11 @ GRADE 2 7.5 113.0 105.1 95.9 109.6 12/8 30 " STA 39+00 -1' 1 5.7 111.8 105.7 96.4 109.6 12/8 31 ff@ GRADE 2 7.0 107.3 100.3 91.5 109.6 12/8 32 " STA 41+00 -1' 1 8.9 107.6 98.8 90.2 .109.6 12/8 33 11@ GRADE 2 7.1 113.3 105.7 96.5 109.6 12/9 34 " " STA 55+00 -1' 1 7.9 112.9 104.6 95.4 109.6 12/9 35 11 @ GRADE 2 9.8 109.8 100.0 91.2 109.6 12/9 36 " STA 53+00 @ GRADE 1 11.8 113.3 101.4 92.5 109.6 Remarks: The above tests meet the minimum requirement of 90 Y. of maximum density. STA 0+0 STARTS AT EMPERESS DRIVE STA 43+0 WILL BE TF= AS A DEMUCKED AREA Tec h t; R. PLE1,90N'S Offices: Anchorage. AK Atlanta, GA Baltimore. MD Birmingham, AL Chicago. IL Cincinnati, OH Dallas. TX Dayton. OH Denver. CO Ft. Wayne. IN Gaitherburg, MO ATEC ASSOCIATES, INC. District Manger Corporate Off Ice: Indianapolis. IN Ralslgh, NC Griffith, IN Longmont. CO Salisbury, MO Huntsville, AL Lousiville, KY Savannah, GA Indianapolis, IN Miami, FL Toledo, OH Jacksonville, FL Montgomery, AL Washington, OC Lexington, KY Nashville, TN West Palm Beach. FL Affiliates: Alexandra. VA Char4k. VA Newport News. VA Norlolk VA CLASS .-. ATEC Associates, Inc. LAB NO. SH 870568 VV2990 N.W. d0 street PACE 4 OF 4 Miami, Florida 33142 (305) 633-2700 (Dade) • (305) 728-9044 (Broward) REPORT OF IN-PLACE SOIL DENSITY TESTS Client Not 66 Clients GEPUp.L DEVEL.OP?vM COPT. Project No: 71-72-046' P r o j e c t s SF,RASTTAN NTMI, ANTOS A 1NTT 17 Gv1R- 3 F 71-04 ti . i 1 D - s c r i p t i o n : BROWN SAND WIT TV, TRACE OF DARKBROWN 1 AIM 'l.T Max.Dry Optimum Method Density 109.6 1 bs/cu. ft. Moisture 10.0 % of Test: AA.SIITO T-99 Date of Test Elev. Lift Field In -Place Density Test No. Test Location Ft. No. Moisture (lbs/cu.ft.) compac- SEAG]ALL @ SCMJMAD?N Percent Wet Dry tion 12/9 37 CANAL STA 51+00 @ GRADE 4 11.1 114.4 102.9 93.9 Remarks: The above tests meet thg minimum requirement of 90 of maximum density. 5 STA (l n STAPTS AT F ipPFSS T)PT\TF, Tech: R. PT vDNS ATEC ASSOC,I/ATES, INC. • District Manger Offices Cincinnati, OH Corporate Office: indtanapolis. IN Anchorage, AK Dallas, TX GrlHlth, IN Longmont, CO Ralelph, NC Salisbury, MD Affiliates: Atlanta, GA Baltimore, MD Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Alexandra. VA Birmingham, AL Denver, CO Ft. Wayne, IN Indianapolis, IN Jacksonville, FL Miami, FL Montgomery, AL Toledo, OH Washington, DC Chantilly. VA Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville. TN Wwsl P.tm a..1K n ti,., VA ►TEC Associates, Inc 0 ORGANIC MATTER CONTG1.7 CLASS B PAGE 1 OF 1 nATC ID JAIN. 66 PROJECT: SABASTIAN HIGHLANDS CLIENT N0. 66 PROJECT NO. 71-72-046 CLIENT: GENERAL DEVELOPMENT CORP. WORK RELEASE NO. 3871-04 TEST METHOD: ASTM D 2974 LAB NO . SH 880071 LOCATION RESULTS 1. ARCADIA DRIVE STA 10+25 20.8% 2. DAY DRIVE STA 2+00 22.6% 0 3. BAI�BE.R STRUT STA 29+25 11.1a/o 4. BARBER STREET STA 29+29 7.9% TECHNICIAN: D. LEWIS Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chanlil'ry. VA Washington, DC Newport News. VA West Palm Beach, FL Norlo,�_ VA Corporate Office: Ind,anapolis. IN Offices: Cincinnati, OH Anchorage, AK Dallas, TX Griffith, IN Longmont. CO Atlanta. GA Dayton, OH Huntsville. AL Lousiville, KY Baltimore, MD Denver, CO Indianapolis. IN Miami, FL Birmingham, AL Ft. Wayne. IN Jacksonville. FL Montgomery. AL Chicago. IL Gaitherburg, MD Lexington, KY Nashville, TN Raleigh, NC Salisbury, MD Affiliates: Savannah, GA Alexandria. VA Toledo, OH Chanlil'ry. VA Washington, DC Newport News. VA West Palm Beach, FL Norlo,�_ VA ATE w Associates, inc. 1779 Canova Street, S.E. Palm Bay, Florida 32909 t (305) 724-1273 • • • LAB:# S14880075 CLIENT:# 66 PROJECT:# 71-72-046 DATE: 12/29,30/87 CLIENT: GENERAL DEVELOPMENT CORP. PROJECT: SABASTIAN HIGHLANDS WR# 3871-04 REPORT OF SOIL PROFILE DUBAN STREET STA 0+0 STARTS AT BRISTOL STA 0+50 C/L 0.0' TO 4.0' LIGHT TAN SAND STA 5+50 C/L 0.0'TO 1.0' LIGHT GRAY SAND 1.0' TO 4.0' LIGHT TAN SAND DUNCAN STREET STA 0+0 STARTS AT BRISTOL STA 5+50 C/L 0.0' TO 4.0' LIGHT TAN SAND STA 0+50 C/L 0.0' TO 1.0' LIGHT GRAY SAND 1.0' TO 1.5' GRAY SAND WITH ROOTS 1.5' TO 4.0' LIGHT TAN SAND UNIT #17 ALHAMBRA DRIVE STA 0+0 STARTS W. PLAT LIMIT STA 9+00 C/L 0.0' TO 4.0' LIGHT TAN SAND STA 4+00 C/L 0.0' TO 4.0' LIGHT GRAY SAND CLASS B Corporate Office: Indianapolis. IN Offices: Cincinnati, OH Raleigh. NC Affiliates: Anchorage, AK Dal!ds, TX Griffith, IN Longmont, CO Salisbury, MD Alexandria. VA Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Chantilly. VA Baltimore, MD Birmingham, AL Denver, CO Ft. Wayne, IN Indianapolis, IN Jacksonville. FL Miami, FL Montgomery, AL Toledo, OH Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington. KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulting Geeteenn,ca' Ma'er ais Enaneers. and Environmental Scienlivs ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay. Florida 32909 (305) 724-1273 BRISTOL DRIVE C/L STA 0+0 STARTS AT S.PLAT LIMIT STA 1+0 0.0' to 2.0' light gray sand 2.0' to 4.0' light tan sand STA 6+0 L/S 0.0' to 4.0' light tan sand STA 11+00 C/L 0.0' to 3.0' light tan sand 3.0' to 4.0' dark gray sand STA 16+0 L/S 0.0' to 4.0' light tan sand STA 21+00 C/L 0.0' to 1.5' light tan sand 1.5' to 4.0' light gray sand PACE TWO KEYSTONE DRIVE N. OF STRATTON STA 0+0 STARTS AT STRATTON AVE. STA 9+00 0.0' to 2.0' light tan sand • 2.0' to 3.0' dark gray sand with roots 3.0' to 4.0' light tan sand STA 7+50 C/L 0.0' to 2.5' light tan sand 2.5' to 3.0' darl gray sand 3.0' to 4.0' light tan sand STA 2+50 C/L 0.0' to 4.0' light gray sand KEYSTONE DRIVE S. OF STRATTON STA 0+0 STARTS AT STRATTON AVE. STA 2+50 C/L 0.0' to 4.0' light gray sand STA 7+50 C/L 0.0' to 0.5' light tan sand 0.5' to 1.0' dark gray sand with roots/unsuitable material 1.0' to 4.0' light tan sand isCorporate IN Office: Indianapolis. Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage. AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Alexandria. VA Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly. VA Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery. AL Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA Consulimc Geotech-:-' " r'ar•a's Fngmeers and Environmental Scent sts A,i' tc Associates, r roc. V 1779 Cano,,a Street. S.E Palm Bay. Florida 32909 (305) 72:-1273 ARCADIA DR. STA 0+0 STARTS AT BARBER ST. ADJ. TO LOTS 1+18 BLK 568 C/L 0.0' to 3.5' gray sand 3.5' to 4.0' light tan sand STA 1+0 C/L 0.0' to 4.0' light tan sand STA 6+0 C/L 0.0' to 4.0' light tan sand STA 11+0 0.0' to 4.0' light gray sand STRATTON AVE. STA 0+0 STARTS P -T BR.I STO? STP. 0+50 C/L 0.0' to 4.0' light tan sand STP. 3+50 C/L 0.0' to 4.0' light tan sand STA 6+50 C/L 0.0' to 4.0' light tan sand STA 11+00 C/L LIGHT GRAY SAND • TRACY STA 0+0 STARTS AT STRATTON STA 5+0 S. OF STRATTON 0.0' to 3.0' dark tan and gray sand FILL 3.0' to 4.0' light tan sand STA 1+0 N. OF STRATTON 0+0'to 4.0' light tan sand PAGE THREE EMPIRE TERRACE S. OF DOUGLASS (STA 0+0 STARTS AT DOUGLASS AVE. STA 20+00 C/L 0.0' to 1.5' gray sand with roots 1.5' to 4.0' light tan sand STA - 15+00 C/L Lousiville, KY Savannah, GA 0.0' to 0.5 light gray sand 0.5' to 1.5' gray sand Lexington, KY 1.5' to 4.0' light tan sand • IN Corporate Office: Indianapolis. Offices: Anchorage, AK Cincinnati. OH Dallas, TX Griffith, IN Longmont, CO Raleigh, NC Salisbury, MD Affiliates: Atlanta, GA Dayton. OH y Huntsville, AL Lousiville, KY Savannah, GA Alexandria. VA Chantilly.VA Baltimore. MD Birmingham, AL Denver, CO Ft. Wayne. IN Indianapolis, IN Jacksonville, FL Miami, FL Montgomery, AL Toledo, OH Washington, DC Newport News. VA Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk, VA Consullinc Geotechnical / Materols Enomeers and Env ronmeniai Scent sts ATE C, Associates, Inc. VY1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 EMPIRE TERRACE W. OF BARBER STA 10+00 C/L 0.0' to 4.0' light tan sand STA 5+00 C/L 0.0' to 1.5' light gray sand 1.5' to 4.0' light tan sand PAGE FOUR (STA 0+0 STARTS AT BARBER STREET) EMPIRE TERRACE N. OF DOUGLASS STA 0+0 STARTS AT DOUGLASS AVE. STA 0+50 C/L 0.0' to 4.0' light tan sand STP. 5+50 C/L 0.0' to 4.0' light tan sand STA 8+50 C/L 0.0' to 4.0' light tan sand STA 9+50 C/L 0.0' to 4.0' BARBER STREET STA 0+0 STARTS AT THE S. INTERSECTION OF BARBER. AND SCHUMANN DRIVE. • STA 63+0 C/L 0.0' to 2.0' light tan sand 2.0' to 4.0' light brown sand STA 60+0 C/L 0.0' to 4.0' light tan sand STA 55+0 0.0' to 1.0' brown and tan sand 1.0' to 4.0' light tan sand STA 52+0 ADJ. to POND #3 0.0' to 3.0' brown and gray sand with roots/fill STA 50+50 ADJ. to POND #3 0.0' to 4.0' brown and gray sand/fill STA 45+0 C/L 0.0' to 4.0' light tan sand STA 40 +0 0.0' to 3.0' dark brown and gray sand/fill 3.0' to 4.0' light tan sand STA 35+0 C/L 0.0' to 4.0' light tan sand STA 34+50 0.0' to 4.0' brown and tan sand/fill • Corporate Office: tnd,anapol,s. w Offices: Cincinnati. OH Raleigh, INC Affiliates: Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Alexandria. VA Atlanta, GA Dayton, OH Huntsville, AL Lousiville, KY Savannah, GA Cnanthy VA Baltimore. MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Newoort News Birmingham, AL Ft. Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Noftok. VA �^ :ur^7 G„- : _ -<. Ya;c 'a's Eno,nee,s and c, �r,-- . . • ATEC Associates, Inc. V 1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 PAGE FIVE STA 33+50 0.0' to 3.0' brown and tan sand/fill 3.0' to 4.0' light tan sand STA 32+00 0.0' to 4.0' brown and tan sand with traces of unsuitable material STA 31+90 0.0' to 3.5' brown and tan sand with traces of unsuitable material STA 25+0 0.0' to 4.0' light tan sand STA 24+0 0.0' to 3.0' light tan sand 3.0' to 4.0' dark brown unsuitable material STA 19+0 C/L 0.0' to 4.0' light tan sand STA 14+0 C/L 0.0' to 4.0' light gray sand STA 9+00 C/L 0.0' to 2.0' reddish tan sand 2.0' to 4.0' tan sand STA 4+00 C/L 0.0' to 4.0' tan sand • MIDWAY COURT STA 0+0 STARTS AT BARBER ST. AND MIDWAY CT. STA 1+00 0.0' to 1.0' tan sand 1.0' to 2.5' dark brown sand unsuitable material 2.5' to 4.0' tan sand BRISBANE STREET STA 0+0 STARTS AT MIDWAY COURT STA 0+50 DEMUCKED AREA 0.0' to 4.0' tan sand STA 4+50 C/L 0.0' to 4.0' light tan sand ALDEA DRIVE STA 0+0 STARTS AT BARBER STREET STA 20+00 0.0' to 4.0' light gray sand STA 15+00 0.0' to 4.0' light gray sand STA 10+00 0.0' to 4.0' light gray sand STA 5+00 0.0' to 4.0' light gray sand STA 0+50 0.0' to 4.0' light gray sand • IN Corporate Office: Indianapolis. Offices: Anchorage, AK Cincinnati, OH Dallas, TX Griffith, IN Longmont, CO Raleigh, NC Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville, AL Lousiville. KY Savannah, GA Alexandra VA Cnanhlly VA Baltimore, MD Birmingham, AL Denver, CO Ft. Wayne, IN Indianapolis, IN Jacksonville, FL Miami. FL Montgomery, AL Toledo, OH Washington, DC Newport News V, 73hicago. IL Gaitherburg. MD Lexington, KY Nashville, TN West Palm Beach. FL Norfolk. VA Consult,na Ge^!ec^^ ca Ma!er•a,s Enoineers r.^,^ nvnnnmCn:al Sc r-n!s!s ATE C, Associates, Inc. vyt; i9 Canova Street. S.L Palm gay. FloriCa 32909 (305; 724-1273 DAY DR. STP. 0+0 STARTS AT BARBER ST. STA 0+50 0.0' to 3.0' gray tan sand 3.0' to 4.0' unsuitable material STA 2+0 Offices: Cincinnati, OH 0.0' to 1.0' gray sand Anchorage, AK 1.0' to 3.0' unsuitable material A!e andria '� 3.0' to 4.0' brown sand Huntsville, AL Lousiville. KY STA 5+50 Baltimore, MD Denver, CO 0.0' to 1.0' brown sand Newport News 1.0' to 4:.0' brown sand with roots unsuitable material STA 10+50 Chicago, IL Gaitherburg, MD Lexington. KY 0.0' to 2.0' gray sand TFTLL 2.0' to 4.0' gray sand FILL on men',',! S,-pnt. c•� STA 15+50 0.0' to 1.0' unsuitable material 1.0' to 3.0' brown gray sand STA 17+50 0.0' to 4.0' brown j=ay sand FILL STA 20+50 0.0' to 4.0' gray sand • STA 25+50 0.0' to 2.0' gray sand 2.0' to 4.0' light brown STA 30+50 0.0' to 4.0' brown gray sand STA 35+50 0.0' to 2.0' unsuitable material 2.0' to 4.0' gray clayey sand with shell STA 40+50 0.0' to 4.0' gray clayey sand. with shell �TLL STA 42+50 0.0' to 2.0' brown sand with marl 2.0' to 4.0' gray sand STA 44+50 gray sand with shell FILL STA 45+50 0.0' to 3.0' gray sand with shell 3.0' to 4.0' unsuitable material • Corporate Office: !nd,anaoo!js. IN Offices: Cincinnati, OH Raleigh, NC Affiliates: Anchorage, AK Dallas. TX Griffith, IN Longmont, CO Salisbury. MD A!e andria '� Atlanta. GA Dayton. OH Huntsville, AL Lousiville. KY Savannah. GA Cnan''ly VA Baltimore, MD Denver, CO Indianapolis. IN Miami, FL Toledo, OH Newport News Birmingham, AL Ft. Wayne. IN Jacksonville, FL Montgomery, AL Washington, DC Norlolk VA Chicago, IL Gaitherburg, MD Lexington. KY Nashville. TN West Palm Beach. FL -F, n on men',',! S,-pnt. c•� • • ATEC Asscciaies, inn. vy1779 Canova Street. S.E Paim Bay, Florida 32909 (305)'Za-t273 CAMILO COURT STA 0+0 STARTS AT DAY DRIVE STA 2+50 0.0' to 2.0' gray sand 2.0' to 4.0' brown sand STA 1+50 0.0' to 2.0' gray sand with she!!- 2.01 he!!2.0' to 4.0' gray sand with she!' hardpan traces STA 0+50 0.0' to 2.0' gray sand 2.0' to 4.0' light brown sand JUSTINE DRIVE STA 0-0 STARTS AT DAY DRIVE STA 13+50 0.0' to 2.0' gray sand 2.0' to 4.0' brown sand with roots STA 8+50 - 0.0' to 2.0' gray sand 2.0' to 3.0' unsuitable material- 3.0' ateria'3.0' to 4.0' brown sand STA 3+50 0.0' to 2.0' gray sand 2.0' to 3.0' unsuitable material 3.0' to 4.0' brown: sand STP. 6+50 0.0' to 3.0' brown gray sand and unsuitable material MIX 3.0' to 4.0' gray sand STA 6+0 0.0' to 4.0' brown gray sand and unsuitable material MIX STA 0+50 0.0' to 3.0' brown sand 3.0' to 4.0' brown sand PADDOCK STA 0+0 STARTS AT BARBER STREET STA 0+50 0.0' to 4.0' gray sand FILL STA 1+50 0.0' to 4.0' brown sand FILL STA 2+50 0.0' to 4.0' brown sand FILL STA. 3+50 0.0' to 2.0' brownish gray sand 2.0' to 4.0' brown sand with roots STA 4+00 0.0' to 3.0' gray sand 3.0' to 4.0' unsuitable material FILL Corporate Office: InI,anapols.IN Offices: Cincinnati, OH Faleigh, NC Affiliates: Anchorage. AK Dalias, TX Griffith, IN Longmont, CO Salisbury, MD +a. VA Atlanta. GA Dayton. OH Huntsville, AL Lousiville, KY Savannah, GA Cra": -r Baltimore, MD Denver, CO Indianapolis. IN Miami, FL Toledo. OH C'ra-: '.ti's Ne.�::-': yC'•: Birmingham, AL Ft, Wayne, IN Jacksonville, FL Montgomery, AL Washington, DC Ncr•; , VA Chicago, IL Gaitherburg. MD Lexington, KY Nashville. TN Wes' Palm Beach. FL nncugmc Geolec- ca:: ate,zs tn..-ne(n5 and env�rr,^. ^'? SC�Pn' S'S AZTEC Associates, Inc. V 1779 Canova Street. S.E Palm Bay, Florida 32909 (305) 724-1273 STA 5+00 0.0' to 0.5' gray sand 0.5' to 4.0' unsuitable material MALTZ AVE. STA 0+0 STARTS AT DAY DRIVE. STA 1+0 0.0' to 2.0' gray sand 2.0' to 4.0' brown sand STA 0+50 0.0' to 1.0' gray sand 1.0' to 3.0' unsuitable material 3.0' to 4.0' brown sand DOUGLASS AVE. STA 0+0 STARTS AT MILLER DRIVE STA 0+50 0.0' to 4.0' light gray sand STA 4+50 0.0' to 1.0' brown sand FILL 1.0' to 3.0' light gray sand 3.0' to 4.0' gray sand STA 7+0 • 0.0' to 1.0' gray sand 1.0' to 4.0' light gray sand STA 8+0 0.0' to 1.0' gray sand 1.0' to 2.0' unsuitable material 2.0' to 4.0' gray sand STA 9+0 0.0' to 1.5' gray sand 1.5' to 3.5' unsuitable material 3.5' to 4.0' gray sand STA 10+0 0.0' to 3.0' brown fill 3.0' to 4.0' gray sand STA 11+0 0.0' to 3.0' brown fill 3.0' to 4.0' gray sand STA 12+0 0.0' to 0.5' gray sand 0.5' to 1.5' dark brown sand 1.5'to 4.0' gray sand STA 13+0 0.0' to 0.5' gray sand 0.5' tc 1.5' brown sand 1.5' to 4.0' gray sand Offices: Cincinnati, OH Corporate Office: r',,anapolis. IN Raleigh. NC Affiliates: Anchorage, AK Atlanta, GA Dallas, TX Dayton, OH Griffith, IN Huntsville, AL Longmont, CO Lousiville, KY Salisbury, MD Savannah, GA Alexandria. VA Baltimore, MD Birmingham. AL 9 Denver, CO Ft. Wayne, IN y Indianapolis, IN Jacksonville. FL Miami, FL Montgomery, AL Toledo, OH Chantilly VA Washington, DC Newpon News Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norte'K. VA • �J • ATEC Associates, Inc. VV1779 Canova Street, S.E. Palm Bay, Florida 32909 (305) 724-1273 MILLER DRIVE STA 0+0 STARTS AT TRACY DRIVE. STA 24+80 0.0' to 0.5' unsuitable material 0.5' to 4.0' gray sand STA 19+50 0.0' to 0.5' gray sand 0.5' to 4.0' unsuitable material STA 14+50 0.0' to 0.5' gray sand 0.5' to 4.0' dark brogan sand STA 9+0 0.0' to 4.0' light gray sand STA 4+50 0.0' to 4.0' light gray sand STA 2+0 0.0' to 4.0' light gray sand STA 2+50 0.0' to 4.0' light gray sand ALEXIS STA 0+0 STARTS AT DAY DRIVE. STA 1+50 0.0' to 0.5' unsuitable material o.5' to 4.0' gray sand BIRTLE COURT STA 0+0 STARTS AT `TILLER DRIVE. STA 1+50 0.0' to 4.0' light brown sand TECHNICIANS: R. PLEMMONS T. BASS ;r r t lS £� s .t 0 0'. Corporate Office: Indianapolis, IN Offices: Cincinnati, OH F;eieigh, NC Anchorage, AK Dallas, TX Griffith, IN Longmont, CO Salisbury, MD Affiliates: Atlanta, GA Dayton, OH Huntsville. AL Lousiville, KY Savannah, GA Alexandria. VA Baltimore, MD Denver, CO Indianapolis, IN Miami, FL Toledo, OH Chantilly, VA Birmingham, AL Ft. Wayne, IN Jacksonville. FL Montgomery, AL Washington, DC Newport News, V4 Chicago, IL Gaitherburg, MD Lexington, KY Nashville, TN West Palm Beach, FL Norfolk. VA