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1787 ATLANTIC BCH DT FORM BOARD ELEVATION CERT FORM BOARD ELEVATION CERTIFICATE DATE: q-- ‘ - a PERMIT NUMBER: /G - s,.e - ysy ADDRESS: /7 �zz, �.- A.A.S. WORK ORDER NO. 9/2 REQUIRED SLAB ELEVATION ON CITY APPROVED SITE PLAN: / 3 - - ACTUAL ELEVATION OF FORM BOARD OR GRADE STAKE: /9 s 4 / SURVEY COMPANY NAME: ALL AMERICAN SURVEYORS OF FLORIDA INC. 6820 SOUTHPOINT PARKWAY, SUITE 4 JAX, FL 32216 (904) 279 -0088 SIGNATURE OF SURVEYOR: (Party Chief) // 6. UES Project No: 0910.1400187.0000 gip Workorder No: 170285 -1 ENGINEERING SCIENCES Report Date: 4/15/2016 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 5561 Florida Mining Blvd So., Jacksonville, 32257 • P: 904 - 296 -0757 • F: 904 - 296-0748 In -Place Density Test Report Client: UES Technician: Kori Osteen 160 Cape May Avenue Ponte Vedra. FL 32081 Date Tested: 04/15/2016 Project: Atlantic Beach Country Club Area Tested: 39 Type of Test material: Hi Field: AS T ivi D -6938 Nuclear Gauge Metho Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Fill Maximum Optimum Field Dry Field Soil Depth Test Density Moisture Density Moisture Compaction p Pass No. Location of Test Range (pcf) ( %) (pcf) ( %) I %1 (inch) or Fail 1 NE corner of pad 0 - 1 ft 103.3 14.3 102.9 6.9 100 N/A Pas. 2 NW corner of pad 0 - 1 ft 103.3 14.3 102.5 6.6 99 N/A Pas: 3 SE corner of pad 0 - 1 ft 103.3 14.3 98.1 7.2 95 N/A Pas: 4 SW corner of pad 0 - 1 if 103.3 14.3 98.1 6.7 95 N/A Pas: To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization % CO \ /o /// 2 ° �R _ 0 ; � \7 § 2 2 ] » � m ] m n> e e § = 7 Z / § / \ \"" z \ D 71 { — m ] o _ \ § / -1 c7 2- f su - m a E < 0 g e a n O a (7[3 A- 2 q 4, o - 7 m b - � 7- ƒ / > ) _ < o 2 - 5 / y f - 01 o 0 \ \ 0 z / / c- 2 n 9 m r c w ¥ o T e 1— 3 0 n c a , \ . Cu / \ z um k / O -• > ® 13 \ 0 z / Z m m / $ 9 2 0 om o 01 CO m i ® 2 > 0 !\ k o I <) 3 \ 0 71 \ E m / 2 \ \ > \ E x ^ 0 0 o 2 0 • 3 0 = a / ° 0 k c z ° 0 0 cn ƒ \ IN 9 o 0 = \ E _ % > e r -g z 7 k Z \ o "0 / y / ? \ § m \ # 0 o 1 \ TJ 2 / \ - 0 % Z ) = c + P. k f E 0 a — c -4 7 % \ co 6,- , - 0)- - a 5