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102 AQUATIC DR - POST TENSION ,- 1_,.. .,,J:`,--),,,, CITY OF ATLANTIC BEACH 800 Seminole Road J / S Atlantic Beach,Florida 32233 "' '"' Telephone(904)247-5800 J / FAX(904)247-5845 ``\r J' }> REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: // -• 31 - /4, Received by: g Resubmitted: Permit Number: 1 ca-SFA-1—- 11 of 3t an-elk,t) 1'k't s(11./bk 11 col)1-ci g )\`6 D1 Original Plans Examiner: Project Name: 17Q un r c Tai✓AI No 114 e Project Address: /0L 4 QuPT)L Mt . f3L06.s / - 7 Contractor: 774/3 2iD&-e. 621251 DeF+vT d L Contact Name: 77,4-7 /'c YAK cs' ntact Phone : 1 o y z/5 7`] 3 y Contact e-mail: T t r ni c T7 Q r �- c-G, • Revision/Plan Check/Permit Fee(s) Due: $ 6—t • Ov Description of Proposed Revision to Existing Permit: 1 tS i© o v i pps,r re Nr/0. >,/ .5-vep (2Ke1,/A/`S l DEC 1 - 2016 li f 11 i Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) affirm that the above revision is inclusive of the proposed changes. /1/3 / // C S. re of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: Rejected: Notified by: Plan Review Comments: C__ 7 ?a.-aiz./.•r 5 I -co.0 c 1 124-IL*Avv-f 'SV.O O —T—o- 44.‘.,.,. 20 o. 0 0 nt review required Yes No (Buildin - Planning &Zoning Plans Examiner Tree Administrator Public Works A _ %2c v • c 6 Public Utilities Public Safety Date Created 4/13/16 Rev.3 Fire Services r• • . . . . . � '\- 7- -S-- r � �-,� C���7 � CITY OF ATLANTIC BEACH ,, Plop. ,� c-' v �`�" 800 Seminole Road 1t� Atlantic Beach,Florida 32233 ext `� { NOV1 5 2016 Telephone(904)247-5800 . , ...2 0 j FAX(904)247-5845 J;1l9r f__ ; I 0 ► '._ 0 ...... SHEET Date: 11/11/2016 Received by Resubmitted: Permit Number: 16-SFAT-1793 Original Plans Examiner: Dan Arlington Project Name: Aquatic For-Rent Townhomes Project Address: 102 Aquatic Dr. Atlantic Beach, FL 32233 Qt d` i4' 1 Contractor: TriBridge Residential Construction, LLC Contact Name: Jim McFauls Contact Phone: 904-219-9934 Contact e-mail: JimMATBRS.com Revision/Plan Check/Permit Fee(s) Due: $ / -j b.OV Description of Proposed Revision to Existing Permit: The proposed revision is a change from a slab-on-grad condition to a post tension foundation system. Additional Increase in Building Value: $ 0.00 Additional S.F.: None Site Plan Revised: Change does not affect site plan Public W/U Approval: By signing below. I(print name)_Jim McFauls affirm that the above revision is inclusive of the proposed changes. 11/11/2016 Signature of Contractor/Agent(contractor must sign if increase in valuation) Date Office Use Only s Date: Approved: _ Rejected: Notified by: Plan Review Comments: K 1C- iik---- Department review required Yes No Building Plans Examiner Planning &Zoning Tree Administrator t2 l p t t‘ Public Works 1 Public Utilities Date Created 8/20/15 Rev.2 Public Safety Fire Services I 1 ,_ r��� D C C� L� D C _»1r CITY OF ATLANTIC BEACH r �J � 800 Seminole Road Sl I I Atlantic Beach,Florida 32233 _ ir,ij NOV 1 5 2016 Telephone(904)247-5800 FAX(904)247-5845 �o'i1r ' VISION ST SHEET Date: 11/11/2016 Received by: "i Resubmitted: Permit Number: 16-SFAT-1794 Original Plans Examiner: Dan Arlington Project Name: Aquatic For-Rent Townhomes Project Address: 102 Aquatic Dr. Atlantic Beach, FL 32233 PA6(� :*a- Contractor: TriBridge Residential Construction, LLC Contact Name: Jim McFauls Contact Phone: 904-219-9934 Contac e-mail: _JimM(2i TBRS.com Revision/Plan Check/Permit Fee(s) Due: $ S 04. b wo w Description of Proposed Revision to Existing Permit: The proposed revision is a change from a slab-on-grad condition to a post tension foundation system. Additional Increase in Building Value: $ 0.00 Additional S.F.: None Site Plan Revised: Change does not affect site plan Public W/U Approval: By signing below. I(print name) Jim McFauls affirm that the above revision is inclusive of the proposed changes. 11/11/2016 Signature of Contractor/Agent(contractor must sign if increase in valuation) Date Office Use Only Date: Approved: _ Rejected: Notified by: Plan Review Comments: Depsartment review required Yes No Building Plans Examiner Planning &Zoning Tree Administrator Public Works • Public Utilities Date Created 8/20/15 Rev.2 Public Safety Fire Services I r\ [��— ©' L U E CITY OF ATLANTIC BEACH J• iI 800 Seminole Road \.f Atlantic Beach,Florida 32233 _ I c) NOV1 5 2016 Telephone(904)247-5800 FAX(904)247-5845 •� • I "1 SHEET Date: 11/11/2016 Received by: g Resubmitted: Permit Number: 16-SFAT-1795 Original Plans Examiner: Dan Arlington Project Name: Aquatic For-Rent Townhomes Project Address: 102 Aquatic Dr. Atlantic Beach, FL 32233 . fra Contractor: TriBridge Residential Construction, LLC Contact Name: Jim McFauls Contact Phone: _904-219-9934 Contact a-ma' : JimM(a)TBRS.com Revision/Plan Check/Permit Fee(s) Due: $ f L %.'o Cr Description of Proposed Revision to Existing Permit: The proposed revision is a change from a slab-on-grad condition to a post tension foundation system. Additional Increase in Building Value: $ 0.00 Additional S.F.: None Site Plan Revised: Change does not affect site plan Public W/U Approval: By signing below. I(print name) Jim McFauls affirm that the above revision is inclusive of the proposed changes. 11/11/2016 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: _ Rejected: Notified by: Plan Review Comments: Department review required Yes No Building Plans Examiner Planning &Zoning Tree Administrator Public Works Public Utilities Date Created 8/20/15 Rev.2 Public Safety Fire Services V -/Jl E © E D v CITY OF ATLANTIC BEACH _ • `' St, 800 Seminole Road I Atlantic Beach, Florida 32233 NOV 1 5 2016 Telephone(904)247-5800 FAX(904)247-5845 • e ' HEET Date: 11/11/2016 Received by: i(. Resubmitted: Permit Number: 16-SFAT-1796 Original Plans Examiner: Dan Arlington Project Name: A uatic For-Rent Townhomes` Project Address:_102 Aquatic Dr. Atlantic Beach, FL 32233 gl44. Contractor: TriBridge Residential Construction, LLC Contact Name: Jim McFauls Contact Phone: 904-219-9934 Contact e- ail: JimM ' TBRS.com Revision/Plan Check/Permit Fee (s)Due: $ 64. 150%.:"0("- Description rDescription of Proposed Revision to Existing Permit: The proposed revision is a change from a slab-on-grad condition to a post tension foundation system. Additional Increase in Building Value: $ 0.00 Additional S.F.: None Site Plan Revised: Change does not affect site plan Public W/U Approval: By signing below. I(print name) Jim McFauls affirm that the above revision is inclusive of the proposed changes. 11/11/2016 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: _ Rejected: Notified by: Plan Review Comments: Q.e.partme t review required Yes No Building—� Plans Examiner Planning &Zoning Tree Administrator Public Works Public Utilities Date Created 8/20/15 Rev.2 Public Safety Fire Services r ,, rt ri , R © V rh, ITY OF ATLANTIC BEACH �;� ` i 800 Seminole Road \St f I Atlantic Beach,Florida 32233 .,. NOV 1 5 2016 ( Telephone(904)247-5800 Vr L FAX(904)247-5845 1 ST SHEET Date: 11/11/2016 Received by: 1 7 Resubmitted: Permit Number: 16-SFAT-1797 Original Plans Examiner: Dan Arlington Project Name: Aquatic For-Rent Townhomes Project Address: 102 Aquatic Dr. Atlantic Beach, FL 32233 Bl Contractor: TriBridge Residential Construction, LLC Contact Name: Jim McFauls Contact Phone: 904-219-9934 Contact e-mail: JimM TBRS.com Revision/Plan Check/Permit Fee (s)Due: $ `''D Cr ' Description of Proposed Revision to Existing Permit: The proposed revision is a change from a slab-on-grad condition to a post tension foundation system. Additional Increase in Building Value: $ 0.00 Additional S.F.: None Site Plan Revised: Change does not affect site plan Public W/U Approval: By signing below. I(print name) Jim McFauls affirm that the above revision is inclusive of the proposed changes. 11/11/2016 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: _ Rejected: Notified by: Plan Review Comments: ent review required Yes No Building > Plans Examiner Planning & Zoning Tree Administrator Public Works Public Utilities Date Created 8/20/15 Rev.2 Public Safety Fire Services ,!- I ! CITY OF ATLANTIC BEACH 800 Seminole Road ` ►• SSS t 1 Atlantic Beach,Florida 32233 $ N OV 1 5 2016 , Telephone(904)247-5800 "r L�' FAX(904)247-5845 .F.vJ;;1,~ '1 SION REQUEST SHEET Date: 11/11/2016 Received by: Resubmitted: Permit Number: 16-SFAT-1798 Original Plans Examiner: Dan Arlington Project Name: Aquatic For-Rent Townhomes Project Address: 102 A uatic Dr. Atlantic Beach FL 32233 f Contractor: TriBridge Residential Construction, LLC Contact Name: im McFauls Contact Phone:_904-219-9934 Contact Fail; JimM(cr�,TBRS.com Revision/Plan Check/Permit Fee (s) Due: $ � . 1!)4-7:-› Cr- Description -Description of Proposed Revision to Existing Permit: The proposed revision is a change from a slab-on-grad condition to a post tension foundation system. Additional Increase in Building Value: $ 0.00 Additional S.F.: None Site Plan Revised: Change does not affect site plan Public W/U Approval: By signing below. I(print name) Jim McFauls affirm that the above revision is inclusive of the proposed changes. 11/11/2016 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: _ Rejected: - Notified by: Plan Review Comments: ment review required Yes No Building Plans Examiner Planning &Zoning Tree Administrator Public Works Public Utilities Date Com* 8/20/15 xev.z Public Safety Fire Services r I [ U V Et ^CITY OF ATLANTIC BEACH mi \s1� Atlantic Beach800,SeFloridanole 32233Road — r N O V 1 5 2016 11 Telephone(904)247-5800 \� V FAX(904)247-5845 I . '1 I I ST SHEET Date: 11/11/2016 Received by: e Resubmitted: Permit Number: 16-SFAT-1801 Original Plans Examiner: Dan Arlington Project Name: Aquatic For-Rent Townhomes Project Address: 102 Aquatic Dr. Atlantic Beach,FL 32233 8101g Contractor: TriBridge Residential Construction, LLC Contact Name: Jim McFauls Contact Phone: 904-219-9934 Contact e- ail: JimM(a7,TBRS.com Revision/Plan Check/Permit Fee(s)Due: $ Ste. 564)c..- Description 64)CtDescription of Proposed Revision to Existing Permit: The proposed revision is a change from a slab-on-grad condition to a post tension foundation system. Additional Increase in Building Value: $ 0.00 Additional S.F.: None Site Plan Revised: Change does not affect site plan Public W/U Approval: By signing below. I(print name) Jim McFauls affirm that the above revision is inclusive of the proposed changes. 11/11/2016 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: _ Rejected: Notified by: Plan Review Comments: department review required Yes No Building Plans Examiner Planning &Zoning Tree Administrator Public Works Public Utilities Date Created 8/20/15 Rev.2 Public Safety Fire Services • Ellis & Associates, Inc. 7064 Davis Creek Road Jacksonville,FL 32256 FIELD REPORT (904)680-0960[Phone:] (904)680-0970[Fax:] ECS Group ofCampania Project No. 35:23915 Report No. 2 Project Aquatic Townhomes-37190025 Day&Date Monday 08/01/2016 Location Atlantic Beach, FL Weather 95°/Sunny Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract. LSummary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. The undersigned arrived on site,as requested, to test the compaction of soils for the backfill of the unsuitable material removal area#1. Utilizing the Nuclear Density Test Method(ASTM D-6938) to check the compaction of soils; test results indicated that the compacted soils,at the areas and depths tested, met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(ASTM D-1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results (e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. REVISION ,, BP# Qtly....... / / t 6 `��•o�t�•..•��EN+�;.,••�% DATE t2 of / : $•1(l`[( sills % SIGNED 1-}t414, s tea, Joe h >5816 Jug to Scarberry Ellis A ater§gtr%tat s&Associates- r.Project Manager By Adam Daniel Jackson, — Senior Field Technician I 1705 8660 k 0 { 7 E § 0 2 k / \ n , o u. ( 0 a- c a a- • ? @ © a.0 k q k\ § CD a) � « 2 2 2y n k0 o 2 . ^ Llu /) \ CV CO C 0 k 0 9 k = 7 ~ * ¥ 0) CO ee ) ( t '- ® cli , 1. i- H } # c / ±] -oeeZ � • o § .E2 » / q q \ to u E. L) f . C 2 0 CI . a s R z o 0 0 = U) a) . co k \ g J 1— -c = 2 0 "- a. c.) o o y 0 �Q el k k0 o 0 \ « a \ a o a E 3 2 ] 7 \ . jE k k E co co \ 2 g $ f t co a. / \ / C & 7 2 £ 2 co 2 0 u n t a t # E $ 0 2 = a) 0 0 0 U IN u 13 j & 3 \L. C 2 3 G I a owl k \ w ( c kk k E H .1 Z < ) CO CO 2 / t § $ ^ _ < < < • / k § > 0 > # o � \ § § Ecn a. 0 R R . - o cc ct E 2 ® © § Z ƒ g $ :di R �, \ n 0 q a ' 0 0 0 a | / ) \� CV II IO 5 /% © k ) o % E , o 2 TA 2 2 w J ) "" ® C., I- Report#2 Graphical Scale 0' 120' 240' �\, 1 II A B •1 •2 1 1 •3 OW 2 3 3ISO 4 4 5 5 IWO 6 6 NO" 7 7 al. 8 8 1111111 9 9 10 Mel 010 LEGEND A B • Approximate Location of Desity Test E''1 Ellis &Associates in Density Testing Grid Aquatic Townhomes Excavation - Initial Soil Delineation Geotechnical ■ Materials Testing ■Environmental m Atlantic Beach,Florida (.3 integrated Engineering Services E8:898 M 7084 Davis Creek Road Jacksemise.FL 32258 p:904-880-0980 t 904-880-0970 emelt eNs®eMsessoc.carn Serving the Southeast since 11170. °likes: JackconvUle,FL-Brunswick.GA Date:8/1/16 , Project No.:35-23915 Plate 1 Ellis & Associates, Inc. 7064 Davis Creek Road Jacksonville,FL 32256 (904)880-0960[Phone:] FIELD REPORT (904)880-0970[Fax:] ECSGroupoiComessurs Project No. 35:23915 Report No. 3 Project Aquatic Townhomes-37190025 Day&Date Tuesday 08/02/2016 Location Atlantic Beach,FL Weather 900/Sunny Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. The undersigned arrived on site, as requested, to test the compaction of soils for the backfill of the unsuitable material removal area at A-4. Utilizing the Nuclear Density Test Method (ASTM D-6938) to check the compaction of soils; test results indicated that the compacted soils,at the areas and depths tested, did not meet the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(ASTM D-1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results (e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. ,,%��0A. 01/4 te0J.: e j. Joe pion �9 2016 4 & bs7itManager �OR1Q. Oma . By Adam Daniel Jackson, — Senior Field Technician I 1705 8790 § k f / C4 cv E r- f / 0 ) k o u.k • ( a CO 0 Ca 0 C. w k § (\ \ \ — 2 7 a. o a) a) \ 50 - CO 6 0 D � ° 0 O \ k/ CO 8 - a) 0) co I- up 3I 2f\ f 2 : 170, � A - 1. • Cr) 02 peel 0 0 00 - E \ .( ] # / q q a) = 7 \ \] « Ni CD 2 2 _ = 0 0 a 4 e 0 0 - I- f $ CO \ t \ � j - CID a) o o 7 x q & a_ u 2 Cl) , m e 01 m ® 01 \ $ ) 0 0 \ CO } ° 6 . / / % E : — 2 ) 2 \ ) m m E $ / k k ` co 2 / m C g f . - > f 5 0 o \ § \ I k \ ) CCP 0. ? £ r. E a " / X 0 2 Tu.-C- co CO V & R 1, 2 E • , q U- / � k co k k -6 ifi •.(7.5$ 0 = c / � c o �k a \j \ o H J \ § Ci r 7 7 '5 CO CO k ill 6 « < / ri f �� 2 2 \ ( 0 a a. & ! \ 2k \ 2 5 / e2 # & § . / ) _ ( / E Report#3 Graphical Scale 120' 240' fri 1, 11.1 ,l A 1 1 agi 2 2 Oa 3 3 1111111 4 4 SO gill 5 5 6 6 igali T 7 11111 8 8 Oak 9 9 111111 10 10 LEGEND A B • Approximate Location of Desity Test EA Ellis a Associates inc. Density Testing Grid Geotechnical ■ Materials Testing ■ Environmental Aquatic Townhomes Excavation - Initial Soil Delineation Integrated Engineering Services EB:998 Atlantic Beach,Florida 7064 Davis Geek Road Jacksonville,FL 32256 p:904-880-0960 F 904-880-0970 a naa:eNsfaee6saesooc.00m SaroesJa theJacksonville, sone,FL since 1e70. Date:812/16 ' Project No.:35-23915 I Plate 1 Mow JecksomlYe,FL-erunawlck GA Ellis & Associates, Inc. Ell7064 Davis Creek Road Jacksonville,FL 32256 FIELD REPORT (904)880.0960[Phone:] (904)880-0970[Fax:] ECS Grow ofCwnParm Project No. 35:23915 Report No. 4 Project Aquatic Townhomes-37190025 Day&Date Wednesday 08/03/2016 Location Atlantic Beach, FL Weather 93°/Sunny Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. The undersigned arrived on site, as requested, to test the compaction of soils for the backfill of unsuitable material removal areas. Utilizing the Nuclear Density Test Method(ASTM D-6938) to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested,met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method (ASTM D-1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results(e.g., pumping, rutting, standing water,etc.),E&A should be contacted immediately. ',,,Il,illllril ,, `,.• .41\Ci 0 Us '1,0 r• tt' P 44755 `i ►: Nick Owtis?'•. AUG 10 2016 Justirl Scarberry ---- Ellis Ellis,.&Associates-Sr:Project Manager Ellis&ASsitaiatesrChief .,- .--:4 O•H\ �;� �, �-/,' / JNA -�G``,�• �l,,Irrinttt'tt: By Adam Daniel Jackson, — Senior Field Technician I 1705 11590 U M a CL c 0 C) to v N E w a)31 •• E co O (0 0 0 O r M C O 3 CO _ r 0 - u_ C) y c aCu o a a a a a a a a s a� 2 v ' 8 E e O '4' co n co co co r (0 •C m tl �- Lti (t) 6 u) u) ui vi6iri y o p 0 0) rn rn O> Of Co O> O) O) Vi E c ' pC .2 . to O) N 0 OD CC) N CO CO U H c e ei cco D c 0 U v r r r ,- r r r r r LC) N m) (D COLo 5 c:' ((� 0 OO (D v 0) Cl) t` f] Z" C V r r N r r r r N r n O O O 0 0 O 0 0 0 0 03 •CI) r r r r r r r r- A— M M f-- C) -13U O U) : '' (O et O (O Cr) Cr) r N 0 V) >>N c V (D (A 6 6 46 vi 6 u) J� N d r r r r r r r r r w O 0 - r r r r r r r r I- c .0 1 , m v u CO 0 a � . = _ v o o 0 o 0 co 0 o o Mcr) O is ._ E t . N N N N N N N N N LD N a) U O V v r r r r r r O ' 2 `- • ' 8 ; o 0 0 o o 0 0 0 0 S (n- Z o j v € - c v v v v • v. v v v ` • N C) N OD o c n g4�C+ c0 co (D (D (D (0 (D (D (D ,� 0) O N u7 q ` O O O co O O O co co 1— X 0_ 2 V r r r r r r r r r- 4 O• O M r Cl) 0 I- Cr) d N • �' 0 0 0 0 0 0 0 0 0 e y o 0 0 0 0 0 0 0 0 L • Y Z Q 0 0 0 0 0 0 0 0 0 E • _ Z Cu 2 (o d Z C Qj Oo oz) co co co OO OO OO Oo G C 4t t- V) CO h N6 to N. 6 0 m O E u) CO to (n U (0 N co Z i E r r r r r r r r r co = N . cg ?t= ,g = = cg cg g v J J J J J J 0 CIS a U C .J W y C 5 •C .'C-. w N C �p (p - '- N Cr) 4 u) r N J Cr) Tr 01 C U CuO •. Ea) o(13 U o y y U Uas N N N CO 0 0 II ' 'C C) E a Cl) • C) 0 C CO •C CO LL F- Za) J < o o :: c Z o •m = _ U U U) _ c U r = c O O 0 0 3 0 y a 0 H c ' (0 J N AC z C 1 1 Y 'r I. u" 10 (a (n T. a s a a a a .:k a s ~ ui a: � 00 co Cu (C (0 CO Cu (o m V W Lld `) `) `) i) `) G_) C) 22 N C) a a s a a a a a a a` o II o 0 c N N N N N N N N N I- a 0 r •r- 0 r r r r r r r 0 5 N Q Z co H v I- I- F-- I•- I- I- I- I- H 13 'g 65 a — F 2 0 0 0 0 0 0 0 0 0 g y (v J a) Cl) C3 W H Z '"" N Cl) v ([) CO t` 03 O) I- Report#4 Graphical Scale 0' 120' 240' (12:1*1 A B Oa 1 1 2 "..�tLlY�jiflM�C[J.'llyGl�.J+ 3 SP lrsn,arl hiie i).____ o 3 1 4 ;>u • 3 P ,IK,.u, • 1 4 -,. MA • • -- :i 1101 -1.0l.tr 7 • 5 90 6 `^CsALOcan ea ali -War' Y«R 7 5'YJ4YR 7,. 7 rwosn Y u:• TEC D' t.10,1341fLC1fIAZ , 8 8 111 9 9 111111 10MS 0 LEGEND A B • Approximate Location of Desity Test A6Ellis a Associates ing. Density Testing Grid tn Aquatic Townhomes Excavation - Initial Soil Delineation Geotechnical ■ Materials Testing • Environmental N integrated Engineering Services EB:998 Atlantic Beach,Florida 7084 Davis Creek Road Jadtionvllle,Fl 32256 p:904-880-0960 t 904-880-0970 email:etheCelbassoc.com R Servingthe Southeast since 1970. Offices: Jadrsorwdb,FL-arurenvIc on Date:8/3/16 , Project No.:35-23915 I Plate 1 Ellis& Associates, Inc. 7064 Davis Creek Road Jacksonville,FL 32256 (904)880-0060[Phone:, FIELD REPORT (904)880-0970(Fax:] ECS G oup of Compsn* Project No. 35:23915 Report No. 5 Project Aquatic Townhomes-37190025 Day&Date Thursday 08/04/2016 Location Atlantic Beach,FL Weather 82°/Clear Client Tribridge Residential Construction LLC-William Remarks Density Testing *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. The undersigned arrived on site, as requested, to test the compaction of soils for the backfill of unsuitable material removal areas. Utilizing the Nuclear Density Test Method (ASTM D-6938)to check the compaction of soils; test results indicated that the compacted soils,at the areas and depths tested, met the project requirements of 95% of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(ASTM D-1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results (e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. +,`ps1111 i ACpVe'.,' Ski Nick Ow is; * AI* 116 36fin Scarberry Ellis&Assa late - liief EsiginFivz. Ellis&Associates r. Project Manager c6'.<. k10P••*\; .. IIri:rrrc:ili" By Adam Daniel Jackson, — Senior Field Technician 1 1800 11)27 0 0 k co a f [20 m_ k 0 0 + ° 2 o P u_ co / 0 a a. a co 2 / 0 (/ co / aS _ e � o > a) a) e - kO \ 0 22 Co co ~• � 74 Nt o \\\ & � & q ƒ _ 2 k 2 k $ u) 1 - »\ CO V' f ƒ ƒ 0 ® a- •- / RCO $ 00 : ' q K _ 0 0 0 r) ' 2 , \ ) = ! £ N ~ N a)CO t 0) 7 ! U 0 f . f D e t4 Z \ 0/\ / co co F- " & k o f ƒ k u ,....ca ° 2 2 tn « co ° Q ' o ® CS . § c $ > 0 0 0 B « 0 k co• ' > o 0 a IT)® - 0 R 7 • o § .. . / c o o K k 2 / k N k 2 7 ) § ' o R q \ a C \ 3 % % % & e CD 0 = D. t o 2 E a) 5 2 V © \ CO ti & R O # .i - \ Q c & 2 / -I k < I Z k k \ k : c cu 2 + \ 0 k c v ■ m 7 O / J " \ \ 0 d w f I \ Z C , < < 2 ; CO CO ( e� «ILJ « it ) \k 2 2 / 0 'I 10 / / o 3 % Z. \ o \ I g W ca ' k - m 4 # Report#5 Graphical Seals 0' 120' 240' rIATIN I A 1 1 Oa III2 3 4 4 5 5 111 6 6 7 7 all 8 8 9 9 11 01 10 10 LEGEND A B • Approximate Location of Desity Test E 'l Ellis &Associates M. Density Testing Grid Geotechnical ■ Materials Testing II Environmental Aquatic Townhomes Excavation - Initial Soil Delineation Integrated Engineering Services EB:998 Atlantic Beach,Florida 7064 Davie Creek Road Jecksanv8M,FL 32256 p:904-880-0960 t 904-8840970 meg:e8ls®e 1aaaeoc.com `� Serving the Southeast°'n`D 1970' Ortkes: Jedkeonwle,FL-enmew+ck.GA Project 8/4/16 I Pct No.:35-23915 J Plate 1 Ellis &Associates, Inc. 7064 Davis Creek Road Jack(904)8 0-09 [ 3one FIELD REPORT (904)880-0960[Phone:] (904)880-0970[Fax:] Project No. 35:23915 Ecs Group of Companies Report No. 7 Project Aquatic Townhomes-37190025 Day&Date Tuesday 08/09/2016 Location Atlantic Beach,FL Weather 900/Sunny Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. The undersigned arrived on site, as requested, to test the compaction of soils for backfill of unsuitable material removal area. Utilizing the Nuclear Density Test Method (ASTM D-6938)to check the compaction of soils; test results indicated that the compacted soils,at the areas and depths tested, met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(ASTM D-1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results(e.g., pumping, rutting, standing water, etc.), E&A should be contacted immediately. • h � N~ A / � 'S5 ' to �/v v �— ^ Nick Oweis. 5, Alp 2018 us n Scarberry Ellis&EYgrsboiates ief nggkit," Ell. &Associates-Sr.Project Manager "r,rt,1110 By Adam Daniel Jackson, — Senior Field Technician 1 1705 2155 § k f a E in 7CD oE a f § o k ± 3 co ` ozi / / I a ICL / q k §/ w m n o N m -co S ƒ 0 — $ k $ $ $ 8 =T. w 0) Co o f n 0 2 2 2 d S2 ± ] 0 2 ® . 02A o 2 & a) ¥ ¥ — . ' o k ® 7 \ a) k a) % 0 R -01 ^ & © m 0) w 0 Co / { o 0 0 / k % 0 I— c ® 00 / ? 0 k 7 & N 2 _ 2 a 2 2 / 0 173 = [ $ a ! g u &k $ 2 ± ƒ k ƒ CD D \ 2 \ 7 k G ) ( b f\ N N N g 0 N I- ' \ k o 0 In \ ƒ 7 \ } ± % % § k % CO < ƒ � � � ] GG GG \\ ja G 3 \ k aas d o d o/ CU • E .. I CO . j E k Co Co Co \ Co \ CO Z f CO CO C $ cn o § / $ \ q \ \ `\ I Q c u w ƒ \ ' 7 Co CO 2 S & a) \ / u) o # \ u ± ' _ TS & 3 m H \ Q c E 03 m N / \ 0 < A ƒ% CO 2 2 To c C.3 0 2 / $ 2 / $ § a) e 2 U) 0 H \ j E C _ o < < < < < < I- ca ® J 2 2 CO CI 2 Ill d < < < < < < 6 0 j // 2 2 2 2 2 2 I- | cc) • ( . O .) ® Z k } k I- 0 0 0 I— 0 2 E ■ / co g w ) ) — n co i- Report#T Graphical Scale ... ... .m. 0' 120 240' „....N ........ A B 1 gia I glia 2 2 3 ._„.s17 77tIsmn" wo.•aNce. nr• • --crs74 4,11T., 1.1. ,.. ,,s ••,• 4 11 4, , .4as resracom Ia. 'AA=MCI:.tar .Po•ft.....M.37)sol '--,•ele•or..(100 6 ••00...rm 4 • • 13.1%.sre7,7 a - ..--usr Icc 7 reszcs 6 " • .. _sc.:, _,.. ..... i • ,...._ • • ali 10 ill 9 all" 9 10 i 10 101 la LEGEND A B • Approximate Location of Deslty Test Eli Ellis&Associates sat Density Testing Grid ,t) Aquatic Townhomes Excavation -Initial Soil Delineation Geotechnical • Materials Testing • Environmental 01Atlantic Beach,Florida N Integrated Engineering Services EB:998 4 7064 Davie Creek Road JaolonkivIlle,FL 32256 p:904-880-0960 f 9044380-0970 email:elas@ellisassoc.com Serving the Southeast since 1970. 01Tices: Jacksonville,FL-Brunsividc.GA Date:8/9/16 1 Project No.:35-23915 1 Plate 1 Ellis & Associates, Inc. 7064 Davis Creek Road Jacksonville,FL 32256 (904)880-0960(Phone:] FIELD REPORT (904)880-0970[Fax:] Project No. 35:23915 ECS Gray of Compsnir Report No. 8 Project Aquatic Townhomes-37190025 Day&Date Thursday 08/18/2016 Location Atlantic Beach,FL Weather 800/Clear Client Tribridge Residential Construction LLC-William Remarks Density Testing •Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. The undersigned arrived on site, as requested, to perform In-Place Density tests for the unsuitable material removal area backfill. Utilizing the Nuclear Gauge Method(ASTM D6938) to check the compaction of soils; test results indicated that the compacted material,at the areas and elevations tested,met or exceeded the project requirements of 95 %the maximum dry density as obtained in our laboratory using the Modified Proctor Method (ASTM D1557). The soils observed on this date appeared to be placed in compliance with project drawings and specifications with regards to lift thickness and moisture content. .11N11tt1114, /\C O U6.�"i,,i •L<C:• E lV •• "' No 44755 • •o • Nick OweisTAT 2616 US,n Scarberry Ellis&Ag4iet$t9-Chief �e{: Ell' &Associates-Sr. Project Manager ;CNA,1Ell- N,��. By Adam Daniel Jackson, — Senior Field Technician I 1800 3 45 2 / a §\ ± E \ cd (0 m \ k % / / a a 0- I n a- 0 — . / - 1 § 0- to q w - m 2 S 10 $ % S a) $ — k / k — M q n@@ S2 8 } 0 2 d Q tr) ea 13 \a k E U) k k co 2 cn & w CO @ M (*-- 0 / Cl) 7 0 2 ,- N. (Li .— Cl) E co : 7 k % E 3 2 7 2 2 2 el ' 2 [ . . § - co / cci a cci 01 2 u ±ku . a)Co % 2 gE cu # | q \ Cin k .S-2 . .] q q\ ƒ \ ° q $ C)\ fo } $ E e g \ MS * \ 0 | ° 0 S E 00 0 V e • co ® ; a d a a a g \ s � _ � « � o E : 2 co § CO, • k ( » � � � % k k / k k = CO f Z % ,) C 2 k .v # r r o c — > u s u u p a 0 c \ u k \ \ \ t k b CIT 9 $ 0 O c u m Eco O in cu 2 $ a) ta .� 13 & '3 0 § m f 0 C E c 2 < a R u kcp 2 6' -0 c 7 1z k \ k co E a # § k o H § u G Li) I as m m as os H 2 $ $ § $ ILII— c....5 ; < < < < < ea 0 | 0 £ � ~ ` 2 2 2' 2 0 IS I .(;:q 2 . I a. a a)z cd ) \ o k k \ k U) E I g :.:1 3 & 2 _ m n # r e — Report#8 Graphical Scale 0' 120' 240' or"), A B 2 • 1 1 4 - 2 1-111110 3 3 4 4 Oa 5 5 gill" 116 6 7 8 010 tvk M; 8 . MIY..vv,4..1!!:i0/..K' 010 9 .., .9 10 10 ION LEGEND A B W.. ,.x, .a • Approximate Location of Desity Test > :w E,4l Ellis at Associates be. Density Testing Grid ID Geotechnical •■ Materials Testing ■ Environmental Aquatic Townhomes Excavation - initial Soil Delineation Integrated Engineering Services EB:998 00 07 Atlantic Beach,Florida A 7064 Davis Creek Road Jaduonvile,FL 32256 p:904-880-0960 t 904-8800970 email:e5S@ auoc.com , ., Serving the Southeast since 1970' Offices: Jacksonville,FL-Brunswick.GA "JDate:8/18/16 1 Project No.:35-23915 l Plate 1 Ellis & Associates, Inc. 7064 Davis Creek Road Jacksonville,FL 32256 FIELD REPORT (904)880-0960[Phone:] (904)880-0970[Fax:] Project No. 35:23915 ECS Gm*ofC,ompsnr: Report No. 10 Project Aquatic Townhomes-37190025 Day&Date Thursday 08/25/2016 Location Atlantic Beach,FL Weather 84°/Clear Client Tribridge Residential Construction LLC-William Remarks Density Testing 'Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for unsuitable material removal backfill. Utilizing the Nuclear Density Test Method(ASTM D6938)to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested, met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(ASTM D1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results(e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis&Associates, Inc. , a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. ,ol11ar'is,, O's:E NS�0ly�'. No 44755 ••.cP Nick Ovv`eis 21116 s ' Scarberry STAT— Ellis&A! [ates-Chief F s 11' &Associates-Sr. Project Manager 7'ONA1.E \�N`,` •rrjrr a rr�►�tir By Adam Daniel Jackson, — Senior Field Technician 1 1800 13538 m a a E - ca E § co E 2 3 \ K 6 a P u. / \ I a s a I a. k • a CL E/ e 7 — 00 I --• k$ ` 0 $ % C) $\ \ E ® 0)• # co co C) 5 I0 2 2 Q d N © ® # f � a r m m a . ' a 8 - $ co a) k $ k2 ] ~ « a (N CO ID ' O m - g9 » % ( a a r r a , $ Fn 2 0 < 02 ] qe2 0 ' k 2 \ E 2 u \ \ \ \ \ CO t � aoI • ] S 2 ) / k / .§ 777 \ a a q CV E Cu o \ - a b u ) 0 a $ $ $ $ Q 0 ® ® 01 C .§ Cu 6 a ! S R a a a ° £ $ ® J d a a a a ® ' z 22U ' E ' — } E k .§ / \ \ \ \ \ 2 14\ 2 C 7 # t a 0 = 1 o g 2 « a 5 u u V+ a w 2 £ 2 a a hi o .,- CV n # CO liit co 0 E 2 - o 2 a $ tY a) . Q TS & \ 3CO CD \ O c k = CO / g k < a z t § k » 2 , c c 7 2 - co c £ 2 ƒ / / \ \ in E e e (N e q § k < < < < E co $co7 $ d , < < < < < B 0 2 V 2 2 2 2 2 2 u ' O 3 I 4 a k / ) o 0 0 0 0 \ @ \ | } g w / ) - m � « r / Report#10 Graphical Scale 0' 120' 240' tor NV A B 1 1 NO •2 4• 5 2 2 3 • oil3 4 4 Ole 0 I 011i 5 5 ..C.c.:azrne! s 6 6 -rwT. IIII le � . all . 7 .'p r ao-- mv.. 'j .-w1sa4S•f AL00..M KW iC C o.CAS` 10 DC V CK.Ltt 110 COu4.+"f 2 V W YI�TO-4KM 8 8 ��OCai(RSui D.. 9 9 100 ' 10 10 Will IS LEGEND A B • Approximate Location of Desity Test EA Ellis a Associates int. Density Testing Grid in Aquatic Townhomes Excavation - initial Soil Delineation en Gaotachnicai ■ Materials Testing • Environmental Atlantic Beach,Florida Integrated Engineering Services EB:998 7064 Davis Geek Road Jacksonville,FL 32256 p:904-880-0960 t 904-880-0970 ama8:ellisaelasassoccorn Serving the Southeast since 1970. Otdces: Jacksonville,Ft.—Brunswick,GA Date:8/25/16 ( Project No.:35-23915 I Plate 1 Ellis &Associates, Inc. 7064 Davis Creek Road Jacksonville,FL 32256 (904)880-0960[Phone:] FIELD REPORT (904)880-0970[Fax:] Project No. 35:23915 ECS Group of Campine* Report No. 11 Project Aquatic Townhomes-37190025 Day&Date Monday 08/29/2016 Location Atlantic Beach,FL Weather 900/Sunny Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for Area 6-B & 3-B. Utilizing the Nuclear Density Test Method(ASTM D6938) to check the compaction of soils; test results indicated that the compacted soils,at the areas and depths tested, met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method (ASTM D1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results (e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis&Associates, Inc., a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any questions and/or comments,please contact our office. ,lttlllllllliSf' [^ <L • • t 44755 •�� • Nick O is? �i�pe� , in Scar berry - : T F O Fp[iW'�7 Z�1 f� :iftberry Ellis&ASsgoiates-Chief sneer <Ell s&Associatesyr. Project Manager Oar ;t tilt• By Adam Daniel Jackson, — Senior Field Technician 1 1705 13740 0 k ® 0 C) k 0 a E 2 7 0 a CBT- k R li- % i i R a a_ a_ I r a n a a a_ a. 0 g - 2 a § /7 9 @ N » ® 0) o ¥ 7 E I G $ 2 \ k \ k k k $ « 0) o ¥ a) ¥ o @ ' C8 50 2 — 2 b = 6 £ o — q CO a » a e, \ q 9 R ¥ @ 'Cl - q@ - § — a) $ G $ S 2 k % G R 1 $ 2 3 » N o @ N Nr 10 CO o \ ( $ R \ d 0 g S E 3 0 co 0 ui m )- )- - - r )-- i•- s 00 : - = = ctI ^ 0 0 (0 2 2 0 0 2 0 ° t � $ k 2 k k 6 $ k 0) = 7 (f) 0 C 2 e w ; 2d § 7 , o o 0 0 0 0 0 0 0 z e c§ c w @ N (4 ( q N N - ® & \ o f ƒ \ } ° k $ co $ § % % $ a) $ SI) 78 w Q • 0 ® 0 1 2 / kr 6 m $ § S G g 0 S 0 R R 0 $ « k 7 R 0 0 o 0 0 0 0 0 0 RI : = m o Q E ; _ Z 2 I m . % K co g q q q N N N E k ° [ 0. f ,- f 2 r f f m c • 2 \ co C f « £ co V ro v O 7 § - ) u u u u u e O c ® \ R 7 $ N q P. t k RI a 2 k \ E Q $ o \ ) U ± ._ com '0 & ILI O § " 1. 7kQ @ % 2 % / -I 2 < 0 / % kca ° � � c § 2 0 2 ƒ $ : CO 7 E a o R � � \ ] \ c G a 6 G m m m m m m m m m @ 2 A A A A A \ © q q 2 2 § & CO q § e LIJ 6 ; < < < < < < < < < B \ II 2 2 2 2 2 2 2 2 2 0 8 aR � 2 k q - $ e 1-- ‘c13 R e e - I- R F- 0 $ % . o 0 c o c a O c Ui 2 eo 2 2 in-g ) — r « o w m o e Report#11 Graphical Scale 0' 120' 240' 1,0„....N1 ral A B 1 111 P.T:T}.TM. 9 ,i,........... 3 • • al a. 5 5 1111. • 3 o_ . 6 2 • T 7 IWO 8 8 010 9 9 IIIIIIII 10 10 MIS LEGEND A B • Approximate Location of Desity Test Eil Ellis &Associates MC. Density Testing Grid en Geotechnical ■ Materials Testing ■ Environmental Aquatic Townhomes Excavation - Initial Soil Delineation Integrated Engineering Services EB:998 Atlantic Beach,Florida 7084 Devie Creels Reed Jacksonville,FL 37158 p:904-880-0980 f:904-880-0970 walk oals@o9M soc.00m ss: Jangcksonville, the Southeast since 4970ckaomllie,Ft--Brunswick,GA Offices: Je . Date:8/29116 I Project No.:35-23915 I Plate 1 Ellis & Associates, Inc. 7064 Davis Creek Road Jacksonville,FL 32256 FIELD REPORT (904)880-0960[Phone:] (904)880-0970[Fax:] Project No. 35:23915 ECS Group ofcomPSTMa Report No. 12 Project Aquatic Townhomes-37190025 Day&Date Tuesday 08/30/2016 Location Atlantic Beach,FL Weather 90°/Sunny Client Tribridge Residential Construction LLC-William Remarks •Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for Area 2-B. Utilizing the Nuclear Density Test Method (ASTM D6938) to check the compaction of soils; test results indicated that the compacted soils,at the areas and depths tested, met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(ASTM D1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results (e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis&Associates, Inc. , a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. `���3`�•��CEVS 0 : Nick()Ike*: 6 Justin Scarbetry • s r� r f. Eflis&Associates-Sr. Project Manager Ellis&E1$sobiates-�'luefg .��i',ONAL0' „"IN AL _r. r By Adam Daniel Jackson, — Senior Field Technician I 1705 13755 M 0 { I E § E CO \ \ \ ± S 7 at / o a- a I a a / — ? // e m CCD ( f : 13 $ \ k k a) m — B § ) .-z. ¥ '— CO 0)CO # 2 ± Io 2 d 2 2 m co & 3 o f e '— e 9 ® CO ] k $ % CO CO k k2 J f to co co n / CO£ 1-13 .- ,- k .-� @ . 0 f•-: e CD 6 CO - < f E % 2 _ 2 2 0 0 0 el . 2 —6 o = 2 : \ /k D w kco co \ \co 0, 7 % a) m ] q • / 0 c \ 8 \ E /\/ 0) 0.1 0) 0 0) _ ƒ o \ E u / ° » 0) 0) 0) « Q 0 � � � $ N % 6 n a@ 0 CD 0 0 0 Q 2 £ 0 • < J o a a a a E ƒ _ 2 § 7 k . E § g Co E \ \ \ \ \ 2 2 \ C 2 0 7 § / ; R R R R a o c 5 3 f \ - 3 k co To 2 . a t $ E / -, CO U a) C) e cCO m � i co I / Q a E =112 LL. / 2 k < 2 / C § (0 _ « $ = c co co to 2 $ 7 / a) R tft a_ 0 H I . kj k 0 % m m m m m § m e k (1 k k k k CN 4 % « < < < < < 6 0 2 2 2 2 2 r4 2 I- I 2 � � A ' o Is II Is iti 2 ƒ | /to ) o 0 0 0 0 2 a 2 to S R n k ) w 7.4 ) Report#12 Graphical Scale 0' 120' 240' 141 A B 1 1 10 • •g 2 2 111. •4 •3 II3 gli gli4 N - 0 •rot n.0 4X'�a 7 �ww rA4(acv x..rssft n 5 5 Oak 6 .. 6 .-,, .w Ili iii .,art , .. ■ f�rS1IS PiV !D., SIA 0 lDJt�rO wrY 8 8 91111 -. .. _ :11111 + 10 10 Mil la LEGEND A B • Approximate Location of Deaity Test EA Ellis &Associated. Density Testing Grid Aquatic Townhomes Excavation - Initial Soil Delineation in Geotschnlcal IS Materials Testing II Environmental Atlantic Beach,Florida N Integrated Engineering Services EB:998 M 7064 Davie Creek Road Jacksonville,FL 32256 p:904-080-0960 Y.904-680-0870 malt el8s©elksesaoc.wm t/) Serving the Southeast since 1970. Date:8/30/16 I Project No.:35-23915 I Plate 1 Offices: Jadcaonvlle:FL-Brunswick.GA Ellis &Associates, Inc. EA 7064 Davis Creek Road Jacksonville,FL 32256 (904)880-0960[Phone:] FIELD REPORT (904)880-0970[Fax:] Project No. 35:23915 ECS Group of Companoz Report No. 13 Project Aquatic Townhomes-37190025 Day&Date Tuesday 09/06/2016 Location Atlantic Beach,FL Weather 80°/Clear Client Tribridge Residential Construction LLC-William Remarks Density Testing *Travel time and mileage will be billed in accordance with the contract Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for Area A-7. Utilizing the Nuclear Density Test Method (ASTM D6938) to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested,met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(ASTM D1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results(e.g., pumping, rutting, standing water, etc.), E&A should be contacted immediately. Thank you for allowing Ellis&Associates, Inc., a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. `%t%trturrrrr r/1 � N4 755 • kfJ Nick Ovaejs 6 Austin Scarberry �• • S7,'r, Ellis&A¢sboiaxes-�hietgt�t . Egli &AssociateszSr. Project Manager tO �<<rrrrsttttil'L'IVAL'EA;I • By Adam Daniel Jackson, — Senior Field Technician I 1504 145.4 0 2 a \ 11-1 b E a CD § 0 0 \ k A LL ƒ � a. a 0_ Q. a a. 0_ a x - . k q k [/ c m w 0 _ s I o CD k co 0) 2 \ ° ® 8 k f / — / '- •� •CV 22 o £ a — CV k c0 CO f f ® @ R q - R ® CO $ E § Co co 2 7 Z' 0a) CV m n cn £ 2 7 0 $ 0 0 0 I- @ 2 ^ U) A J ] N q ! _ o 0 0 0 0 CO .- CI / k . 0 \) \ ƒ $ K k g O e ; 2 • / , 1 0 / \ \ \ 0 : 0)7 00 & a. uI CO 0 0 It / q ® % a Cl) a $ 0 0 0 0 0 a) _y a z < > 0 0 0 0 o E • _ Z Ilk , \ E z Cr) Cr) » in in 0) § k . / k / k k k 2 ] CO C f _ > \ q f c — \ R 7 t k & ■ » S O. t U E Ico 0 J $ \ 2 13 & ' o § " CD 2 Q E : co iz w I- - 0 < � / t § 2 k 2 � c K 2 2 / 3 § t \ K § © 2 n E CL 0 H LE CO @ ¥ w / k K < < <¥ <N- <N CO tj Cif » 22 § 2 CO & - ¥ILI 6 < < < < < . a < . II CI ) /\ 2 2 2 2 2 \ I13a 7 k I / k H H H H H 0 E IGO LO I , 2 d ) 2 — n * In Report#13 Graphical Scale 0 120' 240' .2.p•pv: r&.‘ 11111i A — • COB.0 Tn. 2 alia wawa • :'"" 4 SO 4 5 SIB 5 6 • 7 8 • 2 • 7 4 viol 9 1101 9 10 10 LEGEND A • Approximate Location of Desity Test cm Elks&Associates's& Density Testing Grid Geotechnical Materials Testing Environmental Aquatic Townhomes Excavation - Initial Soil Delineation II Integrated Engineering Services EB:998 Atlantic Beach,Florida 7064 Davie Creek Road Jacksonville,El.32256 p:904-880-0960 t 904-880-0970 emat ells@ealsassoc corn Serving the Southeast linos 1970. Offices: JackaonvIes, -Brunswick,OA Date:9/6/16 Project No.:35-23915 Plate 1 Ellis & Associates, Inc. MI 7064 Davis Creek Road Jacksonville,FL 32256 FIELD REPORT (904)880-0960[Phone:] (904)880-0970 [Fax:] Project No. 35:23915 KS Group of Companm Report No. 14 Project Aquatic Townhomes-37190025 Day&Date Monday 09/12/2016 Location Atlantic Beach,FL Weather 91°/Clear Client Tribridge Residential Construction LLC-William Remarks Density Testing *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for Area A-3 &Area A-1. Utilizing the Nuclear Density Test Method (ASTM D6938)to check the compaction of soils; test results indicated that the compacted soils,at the areas and depths tested,met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method (AASHTO T180). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results(e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis &Associates, Inc.,a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. ,.tttutitr»t,,i �.•:• .tt.COU8 Op .;scG... GENSf' `vx,"0, w'• 447 55 cisIP i� rV � AA Nick Owesi: _ o tini6 t' Scarberry Ellis&Ai iateajtr:P-fnci • 'neer 4 &Associates-S( ct Manager "-;!--?4,-:•.FL r, R` G �.�`1 By-Adam Daniel Jackson, — Senior Field Technician I 1504 15096 0 2 O. C 0 0 a) ') r E n m E a a co U p r rn r O LL N N N _ a0 o r1 a s n a a a a a n a a a C 0 co 2 ag E 6.e"-- M a) C., h a) r co r n 0 0 M ai a) oti a0 co 00 1` c0 N N co O ai co _— a.) C) a 0 a) a) Q) a) a) a) O 0) O r 0) 0) c . (D O 0 N .:1- h a) N N co N -a: 8 .0 ' r N r N r f N r N ,-- •r C O 0 o r r r r r r r r r r U Lc) to CO m N 0 �,to )S' an r )n a) cc) M 0 M 0) st N in 0 c n (D (1) 1: 1` (D ti ti (D 1` a) a0 h CO y 8 v Q) Q) O Coa ) a) a) a) a) a) co a) a) .F- O b 321 0 N M •g OD h N O 00 co N M a0 O N CD 2c n a, 0) 0) a0 ao a0 cc; co cid ai a0 cc;3 OO O O O O co 0 0 0 O O u) W 0 r r r r r r r r r r r r C 0 CO o Q E 7 0 0 0 0 0 0 0 0 0 0 0 0 .(13 4i E V t o r r r r r r r r r r r r C) u° o v (o co (a (a (ri (a cp (a (fl cd (p 6 r r r r r r r r r CO a) _m r o _O O0 0 0 0 0 0 0 0 0 0 Z u ,E N N NNNNNN NNNN ` • f- a) m co o $ ; E a) a) ai a) ai a) a) rn ai ai a) a) 1— " 0) c M N ti H V Ca a) a) a) C) a) a) a) 0) a) a) 0) a) (� 0 a Q • S N O O 0 0 0 O O 0 0 0 O 0 _ a o y O O O O O O O O O O O O • Y z Q O O O O O O O O O O O O O E Q Z 2 2 u) d Eai Z cn in in in an in in Ln in in in in C N N N N N N N N N N N N N E O n CO CO CO CO CO a0 a0 aa co co a0 a) '=A r r r r r r r r r r r r VI Z iN C a) c V V a= f5 d= a= a= eK a= a= O O O › -, �J7 J J J J �J7 LJ tJ LJ a- U C J W N C G 6 Z f/) c ‘.. -2 377 ToeIV -r N M et (n (D r N J M V a) a) N 0- cv(0 E —`6 rn U ' b ETu U w as a) in m m '3 v J 0 o n p :o U c N 'cvn' m jL c o b 0 I– _J z < o O o •co Z y O U _ U o U N ga cn O U 11 U F- li (n J E C) C CoM CoM M M M M r r r r r I:0 Q Q < < < < < <.41(i .41c Q Q Q Q Clc0 c0 co c0 CO (0 co co co (0 (0 a) Ill �o Q) m a) v a) a) a) a) a) a) a) a) a) a L5 ; a a < < < < < < a a -: < o a, c: II 0 o v E N N N N N N N N N N N N I- Q a 0 r r r r r r r r r r r r 0 N Q ci iii Z N m iv F- 1- F- F- F- F- F- F- F- F- F- F- 0 6 °!S n .- H 2 0 0 0 0 0 0 0 0 0 0 0 00 Eco • _ l7 co a) 5 w Fes- Z r N M ..a• N CD N. co 0) N H Report#14 Graphical Boge IEMi 0' 120' 240' irk .�, A B •1 • • illi 1 4 1 .2 • g • 1111112 2 4 • ; illi 3 3 :i10 i1 • .0 4 4 5 5 6 6111 I 7 OIL ili 8 9 9 10 10 OS LEGEND A B • Approximate Location of Desity Test EA Ellis a Associates inc. Density Testing Grid to Aquatic Townhomes Excavation - Initial Soil Delineation Geotechnical II Materials Testing ■Environmental cc3 Integrated Engineering Services EB:998 Atlantic Beach,Florida 'lei 7064 Davis Creek Road Jacksonville,FL 32256 p:904-880-0900 f:.904-880-0970 email:eDisgedisaaaoc-arn Serving the Southeast since 1070. Offices: Jacksonville.FL-Brunswick,on Date:9/12/16 I Project No.:35-23915 l Plate 1 Ellis & Associates, Inc. EX1 7064 Davis Creek Road Jacksonville,FL 32256 (904)880-0960[Phone:] FIELD REPORT (904)880-0970[Fax:] Project No. 35:23915 ECS Group otComptmva Report No. 27 Project Aquatic Townhomes-37190025 Day&Date Friday 11/11/2016 Location Atlantic Beach,FL Weather 650/Clear Client Tribridge Residential Construction LLC-William Remarks Revised Report 15 *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for Area B-7. Utilizing the Nuclear Density Test Method (ASTM D6938) to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested, met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(AASHTO T180). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results(e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis&Associates, Inc., a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. By Adam Jackson, — Assistant Team Leader 1504 20340 Ellis & Associates, Inc. ei17064 Davis Creek Road Jacksonville,FL 32256 FIELD REPORT (904)880-0960[Phone:] (904)880-0970[Fax:] Project No. 35:23915 ECS Group ofCompanlw Report No. 27 Project Aquatic Townhomes-37190025 Day&Date Friday 11/11/2016 d QN.M:.CH49 _0, Z of ‘,. / i I-1: 0 69135 Joe t T•EgTATE Olt; 1016 Chance Leon. d Offi ManB •.A. •:<u4. Construction Material Department Manager 4 4 iii By Adam Jackson, — Assistant Team Leader 1504 Page 2 20390 2 09 w E CD 7 k � E c) = f U- k k c al ask a Q. o a a 0_ CL 0 k a -c- (/ m � # co ve n 2 E 3 $ k $ k a) $ 8 k / / •' o - - 2 r d $ 2 3 Io - 2 CO ' 3 3 7 \ - m CO o 01 e CO - a0 k E g k k G CO �I- $ 2 J q_ co g@ o CO \ ƒ / • 0 cL / •/ r / r / Co f ) k ) £ 7 - \ \ / C ' / 7 \ &i J / f $ $ $ CO O) • I- \ \ 1 � 2 0 \ § 0 0 0 0 ® f k R \ ƒ / \ } $ $ $ a) $ q Q / � � � � $ e \ Z.O. 6 m Jk $ CO 0 0 0 0 L. 2 « 5 zCI < j o a a a a o E \ Z 2 7 k 6 z in in ID � « U) k § — E k k k k k k M 2 C a) 0 7 g / f \ R \ R q 0 Q a u f \ q P. CD c 43 Ri Ta a 0 E :13 c n o .0 / CO CU A 0 f k \ c0 2 I- -I Z < 6 / § % 3 « \0 t5 k 7 - § $ o B t 2 � � k a 0 e I / \ $ 2N. C z 2 . m co com m m 6 ® 4 § 2 2 2. & 2 k & a < < < < < < B 0 ' k 7 2 2 2 2 2 2 / l 13 ) \ k / ko 00 \ a 0kM J :512 Co ) g w I / k - m n CD I- Report#15 Graphical Scale 0 120' 240' Missing l/\� A B 1 1 ale ail3 3 11111111:1 4 5 5 1111 6 6 11111 3 • i •• 5 7 7 6 •4 101111 8 8 9 9 1111111111 MIS 10 10 LEGEND A B • Approximate Location of Desity Test • EA Ellis st Associates MC. Density Testing Grid Aquatic Townhomes Excavation - Initial Soil Delineation Geotechnical ■ Materials Testing ■ Environmental Atlantic Beach,Florida Integrated Engineering Services EB:998 7064 Gavle Creek Road Jac a aMMe.FL 32256 p:904.880-0960 1:904-880-0970 anal:eme@edlsessoocan serums the southeast since 1970. Date:9/13116 l Project No.:35-23915 I Plate 1 Mies: Jacksonville,FL-Brunswick.GA Ellis &Associates, Inc. 7064 Davis Creek Road II Jacksonville,FL 32256 (904)880-0960[Phone:] FIELD REPORT (904)880-0970[Fax:] Project No. 35:23915 ECS Group of Companw; Report No. 16 Project Aquatic Townhomes-37190025 Day&Date Wednesday 09/14/2016 Location Atlantic Beach,FL Weather 90°/Sunny Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for various locations. Utilizing the Nuclear Density Test Method(ASTM D6938) to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested, met the project requirements of 98%of the maximum dry density as obtained in our Iaboratory using the Modified Proctor Method(AASHTO T180). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results (e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis & Associates, Inc., a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. • '• 1'AC Oux). ` � • f• it;.E NSF•.�� W No 44755 •*by)' Nick Oiiips S ;1. ti Scarber y • s r;��r� o F � 2016 Ellis&A eeiateq-Sr.PrinN i: : neer s Associates-S . oject Manager � . � o 10 .•• /0.•;‘°NAS E`•00 By Adam Daniel Jackson, — Senior Field Technician I 1705 15319 U 2 N d C O o a) co -EE M o CO 0• r I-- 0 0 C 0 r r 0 P IL mc a a CL a a CL CL a a a a d 0 C a^ CD N CO M CO r N. O M O • a C o ' O cd a) O N- I` ti 00 tlo Co 'n 0, a 0 a) a) a) 0) a) a) a) a) 0) 01 C 3 0C) — N N- N CO CO a) en N a) d. 0 8 o to z c.6 M r M N ri N N CD co U r r r r r r •-- a) in e coA O O O M r In N N O O m CL COtea) ai 0)i aa)) aa)) aa)) a0) aa)) a) ate) O N 0 M H 0) D 0) N- co a) r I- 0) 0 r N 0 C/) 0 15 in S' O O O O O Co CA O O CA r r r O - O O r O O 7 r ,- r ,- r r r ~ C N CI wO o 2 > > 2-a.)CO O: Q Or0000r Or Or Or O c r r r r r r r r Ta o t Q o D CD D 6 co cD a5 6 6 cDV) L CO 0) 01UO U r v o C p co 0 0 0 0 O O O O N Z $ y .E C N N N N N N N N N N H O a) 0D 0 a$ t m °i �" a) a) O O M p O T 0) O (I)� 0) .0 C) N a- 0 Q a) a) a) a) a) O a) a) a) a) O N . Q O O 0 O O O O O 0 O (0 O c N O O O O O O O O O O t6 ' a) Z Q > O O O O O O 0000 O C _ Z 2 2 uJ o Z In In LO CD a LO10 u0 u) C d N N N N N N N N N N o E ao r co co co co ao co 00 co co r r r r r r f r 1- (n N• Z 11 co U .`. cc cc v C• O C '.C-. J J J J J J i+ a U C J W O O m N v) C r = v O LL. C) I� rn r r .- N J M et (n CO N 03 N V CI. c N CO O -) Y O ay) w0 C.) u :ii; , II p) caw 0 ® C 0) E G m O C (0 c tc Ll. C J O 'O r7S 01 C 1- J Z Q a) c Cin O O a C p O O Z v v p " o W W o co NC ` C I.5 U 1s o Cn ' CO as a) c N u) 13.- U FUO- c E m W W u) 4 to c U To ti 03 CO ap o0 op CO 00 z Q a a Q a a m ..•.(R N 'C 'C 'C 'C (0 Cu co (0 Cu CC ) W , co (0 co co d , a) N CU N I- (� CO CD CD CO < < < < < < 6 Q a) II O . w v N N N CV N N N N N N H O 2 r .- r r r r r v a o z lei °) CONm -8 0 0 C] 0 0 C] 0 C] C] 0 O N N N J a) ys J m — N M a u) CD h CO a) 0 H �`G w H Z Report#16 Graphical Scale 0' 120' 240' �`1 A B 1 7 Oa 2 2 .� „ `T4i.W.M 3 �� -rr CA a+n�'* 510A3 101111 4 4 SO 5 5 Ole NIS 6 6 11111111 T 7 7 •` • 5 I. 8 • 8 i 101, gaol 9 9 10 '44-'-'&7:4'r0 10 MlpLi . LEGEND A B • Approximate Location of Desrty Test EqEllis &Associatesii. . Density Testing Grid in Geotechnical •■ Materials Testing ■EnWrronmenta► Aquatic Townhomes Excavation - Initial Soil Delineation Integrated Engineering Services EB 998 05 Atlantic Beach,Florida c7,3 7084 Davis Creek Road J.draM/e.FL 32756 p:904-880-0980 f:904-880-0970 all*silleedlesseacwom serving tneka Southeast Ole,FL-Eine 576. Date:9/14/16 ` ProjectNo.:35-23915 ( Plate 1 Offices: Jackaortvtfb,FL-8iarwld,c�A Ellis & Associates, Inc. Ei117064 Davis Creek Road Jacksonville,FL 32256 FIELD REPORT (904)880-0960(Phone:] (904)880-0970[Fax:] Project No. 35:23915 ECS Grow ofCampanwa Report No. 17 Project Aquatic Townhomes-37190025 Day&Date Thursday 09/15/2016 Location Atlantic Beach,FL Weather 900/Cloudy Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract Summary of Services Performed (field test data,locations,elevations&depths are estimates)&individuals Contacted. As requested we performed in-place density testing to determine the percent compaction of soils for the Barrier Wall and Area A-9. Utilizing the Nuclear Density Test Method(ASTM D6938)to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested, met the project requirements of 98%/95% of the maximum dry density as obtained in our laboratory using the Modified Proctor Method (ASTM D1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results(e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis&Associates, Inc.,a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. ,.%0 ..i 11/icy. . pCOus. ?:,. 4475(5— ,, \ Nick Ovmel99. T c�FS 22 2®16 t1 Scarberry Y Ilis Associates- . roject Manager Ellis&A6s -S�r. tin � gtneer iii'� 0Nl A.c5-.� / By Adam Daniel Jackson, — Senior Field Technician I 1705 15331 U M En CL c O _ w co v E o o CO I U c C) r O LL a) ai c Q.. o 0 a a a a a s a a a a m 8 E c M co co r CD LII CO N 0 0) a) co co O N- CO 0) 0) 43 a 0 0) a) 0) rn 0) C CO CO 0) ' m cD O � r O � 0 I,- Cs.!N C o O c o o - O r N r N r 0 r 0 ~ g 0 �- ,-- r r r r r �- co O m N 0 Z, y U•) O 0 O co CO N- 0 a) y 0 n 00) Cr) 0) C)cci 6) am) 0)) a) a) M F- CO '.g !n ",..(7) C) N. N co co r N CO er 0 CO al 3 c S' Oi 0) O ai O 0) 0) ai O c `' v n' O O O O 0 0 0 0 0 c N N v r 1- r r r r 1-- I- F- C •° , U) w < O a -3 = ...E.' P. O O O O O O O O O M0 ` E n 5 o r r r r r r r r 1- ,-- r L ° E c V " cD cd ca c0 ccc; cp CD ai ai CA C 0 uO 2 r r r r r r r r 0 ' 2 r i �2 E o o _ �C O 0 0 0 0 0 0 0 0 N Z la)" ;, E C'+- u (Ni N N N N N N N N • F- N a) O o ti m Q o a 0) 0) 0) O a) 0) 0) 0) 0i X MN a 2 v2 0 C a) 0) 010) 0) 0) 0) 0) sr r Q • C7 ~ MM Na) O O O O O O O O O ` @ a o y O co O O O O 0 O 0 C U Y •D Z CO a O O O O O O O O O O CIS E .� Z 2 2v) o z U) cn N c0 U) cD u) (0 U) C0) 0) 0) 0) C) Cr) o) Cr) C M M M M M M N) M M N N N N N N N N N Cn• Z n co O O CO -1) J J J 0TaC N J N J N J r N CO co co a) Q. C Y (p a) V E u) O ai ais a U a) •ro ca a ) "C rn 10 0 o n ill 0) .0 U C coo = 0) m M C J cl "O 8 N. HJ Z < a) o c -o c C Za) ti -U -o W '- W C aa)) U En C .c , co .° y C N •y d U H m a U W U CO J co co co C Z c a) a) rn rn rn rn m Q Q Q Q Q < ~ m a� E a) is ca CO co CO co t W � m m ccoo I' w `) a) m d Q C) m m co a s ¢ Q Q Q p II O Q o c N N N N N N N N N H g3 ,§ v) Ct 0 r r r r r r r r a Cl, Zin 8 F- ►-- I- I- h F- h h F- i a6 a F 2 O O O O O O O O Do 1 SI co Y3 W H z r N M •c cc) CO N- CO 0) H W Report#17 Graphical Scale iil 0' 120' 240' A B 1 1 al 0 2 II3 3 a il I i 4 4 5 5 6 6 0 I 01 7 7 111 111 Ill 1 111111 8 8 9 4 9ii 10 10 gig LEGEND A B • Approximate Location of Desity Test EA Ellis a Associates int:. Density Testing Grid Aquatic Townhomes Excavation - Initial Soil Delineation If) Oeotechnlcal ■ Materials Testing IIEnvironmental Atlantic Beach,Florida (s, Integrated Engineering Services ES:998 A 7084 Davie Creek Roao Jadoomls.FL 32268 p:904-880-0980 f:904-880-0970 amok sok-can to serving the Southeast*Ince 1870. Date:9/15/16 I Project No.:35-23915 I Plate 1 5) Offices: Jacksonville.Fl-ens swldc,GA Ellis &Associates, Inc. MI7064 Davis Creek Road Jacksonville,FL 32256 (904)880-0960[Phone:] FIELD REPORT (904)880-0970[Fax:] Project No. 35:23915 ECS Group of Campania; Report No. 18 Project Aquatic Townhomes-37190025 Day&Date Friday 09/16/2016 Location Atlantic Beach,FL Weather 900/Sunny Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the percent compaction of soils for Area A-10 and Barrier Wall. Utilizing the Nuclear Density Test Method (ASTM D6938) to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested, met the project requirements of 95%/98% of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(ASTM D1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results (e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis&Associates, Inc.,a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. _3P.`r1SE .*'.� (94V cJ` 1E - — Nick Oweis�'. �c�\`� 2016 J : m Scarberry Ellis&Asr$oer tes-sglt tneer is&Associates-: . Project Manager ,r,,,,1ttto By Adam Daniel Jackson, — Senior Field Technician 1 1705 15391 0 2 n C g O co N 1 oE E co $ 0 mD a r � r o :' L.L.°' - �,-) m o a. a s a a. a a. a a. a. a_ Ca cg c, c Q CD r N- M O co ai co 0) a43 0o rn a 0) a a a a) a) 0) t « .Cd. N- O ,t N O CD 0 co co 8 ') N0 r N N N0 r O cD •0' = 2 U ,. coin is c N P Z' U o0 C) III O) co a) in t- ,c- N n 0) 0) 0) 0) 0) a) 0) 0) a) co co H •O a) -to co (0 t` N- 0 O U) N Cn Q N 0 >, 2 (7) a co co O O O co co O co 2 7 O r .- .- r r r r I- a •N ` N O In v E u Q ❑ :: = ' Co 0 0 0 O 0 0 O 0 M • O o o c v e m co 6 (D (D c0 (D cD CO Ch r~ UO 40 tU o) O ' r "t7 E T O o 0 o co o 0 co 0 Z ` o ,E Z' N N N N N N N N N O g t a u I- �- a) "R o N a v 2 o rn rn rn rn rn m a) rn a) Q F- ~ , 'N 0 0 0 0 0 0 0 0 0 ca o E 0 o 0 o 0 0 0 o O ; a) y Z ¢ a 0 0 0 0 0 0 0 0 0 U .5 •g • Z 2 co E -- z to U) LO U) m() U) u7 u) LO E °' 01 E O a n re) 0) 0) M CO") CO C") M M N co 0 m N N N N N N N N N U) O 'Elf O a)ii J J J J J J J ++ a.. U mco cJ •° -O ✓ (b 0 r N C) I) CD m) r) C) y a U co ") E U)as U a) mc . c asCO a) u t0 il '0it °) ❑ C •O J O 77 a) E c C c CD C J 0 ' ... 4? W LL H J Z < U) mn Ca a) d N b .r O E U W C Z �j Cj C 0 y U CD j o '� to U O 0 a) c <v (� 0 �' a' a. 0 F' [i mn J a) a) a) co al as 0 0 0 0 0 0 E C r r r r r e- _ Z 2 . a s ¢ a a a m m m m (a ca t9 ca ca m V 'O V c c c wc� Q a` Q a a a a a. a ❑ 5 II IV .1 0 2 0 6 N N N N N N N N N 0 vUi r a0v ai o tz) _ Q Z o a M ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ O N o W ? Fy Z r N M tf) (D N- O O ~ Report#18 Graphical Scale 0' 120' 240' A B 1 1 a I hia 2 2 3 3 INN' 4 4 ia 5 5 I 11111 wig 6 6 SIR 7 7 loll 8 8 9 9 ON I • 4• 10 10 • 6 • 1E LEGEND A B • Approximate Location of Desity Test EA Ellis a Associates Illi Density Testing Grid Geotechnical IN Materials Testing IN Environmental Aquatic Townhomes Excavation - initial Soil Delineation Integrated Engineering Services EB:998 Atlantic Beach,Florida 7081 Davis Creek Road Jacksonville,FL 37156 p:904-880-0960 1:004.880-0970 email istas@eircasasoc.com ssrya the Sone,FL s-aloe 1970. Offices: Date:9/16/16 ' Project No..35-23915Offices:: Jaduam9b,FL r'DlPlate 1 Ellis & Associates, Inc. p717064 Davis Creek Road Jacksonville,FL 32256 FIELD REPORT (904)880-0960[Phone:] (904)880-0970[Fax:] Project No. 35:23915 ECS Giow°fComparues Report No. 19 Project Aquatic Townhomes-37190025 Day&Date Monday 09/19/2016 Location Atlantic Beach,FL Weather 90°/Sunny Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for Area B-4. Utilizing the Nuclear Density Test Method (ASTM D6938) to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested, met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(AASHTO T180). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results(e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis & Associates, Inc., a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. a,ttttt!u•rir,. ``' c' YACoLIa F/,,,i • ti ./ + ' r ;i UZ�s/�•:in *Nick Ovl►e4; S o 616 4 &=atess :tMafla: cT Ellis&Asse�iate�=5'r:i�•i�• weer 1119:1rrt:10- By Adam Daniel Jackson, — Senior Field Technician 1 1705 15533 § o c) { 2 E § , 2 $ c S u_ CD a s a a. a a.kco / _ • E/ q § E co r . co ¥ 4 _ o S ƒ G — 0) CO 0) CO \ a) § k W - w a) n co@ ¥ � 2 5 I ) / (Ni 2 2 - .- LO CV CD j f& @ e ® w@ o ® k - § 2 k k G a) co 2 $ R J . 0 0 F@ CV CO / CO» \ >15. k 7 2 / ,- k \ k k Co : < 0 I ' - e e - 0 0 0 0 0 0 © 5 § E \ ) \ ,- - - � - - 3 ±2 ƒ a a a O 2 \ ° • 6 2 G # 2 • / a) a) CO \ t \) / q g q q 0 7 7 q & / 2 ) c $ $ S S S E < / 0 ® V) $ .§ % 6 CO y © q R 0 0 0 0 $ «_ ° / ; t 0 0 0 0 6 0 E \ - 2 § \ , 2 m an = •§ a co a) co CV co • Z 9 2E 1- — — — 1-- (f) O k = cb \ R \ \ R - Q- R i f 2 lv 2 a a a @ ¥ § , C _J n U) CO � t u u E 7 4 CO O I 2 ƒ 0 o "0 a) 11) 3 c m 11 k 0 c E co LL / \ Z < § CD k t L. o B t» C cu k \ k . \ k $ 2 / c § f LI: « u U) - k I I 3 7 3 3 i- Co. co 2 ID g 2' (0 J 7 q0 . < < < < < < 3 U 0CO ± 2 2 2 2 2 2 I- I I | o0 c Z 10 _ a, csi k o o ° o 0 0 k Mil } f a � 2 2 2 _ rn 2 -I . ) - m n # co (.0 F- Report#19 Graphical Scale 0' 120' 240' 11 A B 1 1 2 2 0 3 3 • s 4 4 IIII6 : •• 2 • 1111111 5 5 6 6 1111 • • 7 ..�.; IIII Ill 7 POO toa a(AI- =Cr w w (20",oirr(2 0" -nano. Y 1 �.wt M) 8 rp.N C.K ar i 9 9 IIIIIIIIII 10 10 MIS LEGEND A B • Approximate Location of Desity Test col Ellis st Associates 1Nti. Density Testing Grid Aquatic Townhomes Excavation - Initial Soil Delineation QeotschniCal II Materials Testing II Environmental Integrated Engineering Services EB:998 Atlantic Beach,Florida ic II Mee DaN Desk Rood Jedt•onv5N,FL 32256 °.90441104M gar tie Me 1$044404:1970 met o� Offices: Jacksonville,FL-Bnrwwkic.GA Date:9/19/16 I Project No.:35-23915 I Plate 1 • Ellis & Associates, Inc. 7064 Davis Creek Road Jacksonville,FL 32256 (904)880-0960[Phone:] FIELD REPORT (904)880-0970[Fax:] Project No. 35:23915 EC5 Grow of Compon. Report No. 20 Project Aquatic Townhomes-37190025 Day&Date Monday 09/26/2016 Location Atlantic Beach,FL Weather 900/Sunny Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for pipe backfill and area B-5. Utilizing the Nuclear Density Test Method(ASTM D6938) to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested, met the project requirements of 98%and 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method (ASTM D1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results(e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis& Associates, Inc., a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. ti, ,t p,CO UB e�,� .?.?,,q,. GE N SO`�F�� 41") t p, * Nemer(14-i c)Y.Oweis a~ st' Scarberry 8�YB16 Ellis&Ass*iateiSiti'finco i eer 11 &Associates- r. Project Manager rpt Ai��0 By Adam Daniel Jackson, — Senior Field Technician 1 1705 16150 a is Z � m .-I O CD CD •J O O ? W N O H cn C c) w • m N g Z CO g 90 9. o 0 0 0 0 0 0 p p O a co �o CL -1 -1 -1 -1 -1 -I -1 -1 c"» V+ o N -, $ v 0 —I N N N N N N N N) N N P 13 Dv C) II D m CD CD < < CD <w CD co CD rn m U) 0)o w Ip J J _, J J J r ... 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CO CD CD _ 2 $ oo ao o % b -4 \ (\ G , • o 0 § co _.▪ G G _ o & B a Q 7 } 7 a ; % CD CD CO _ o0 2 — CO w k o 2 § -� -u -u \ w # 2 m o ha CO \0 § � § # Report#20 Graphical Scale 0' 120' 240' Pt�l W 1,'_�1 A B 1 1 NO M>._*, 2 2 -,, gliY� gli ao.sAA,OCT.,1) -1 OK PAM 001 •9 11 •4 5 5 10 J 2 •06 6 I hillik 7 =� . .nwi+rt rot., •-t 7 IWO ...,-..--.. .0a,r;.nO.w, SU Or,eall., nasow,;zv ssw 100 8 8 OlL1.UPN. :ic:'iir+�D +" 10 10 110 LEGEND A B • Approximate Location of Desity Test Eiji Ellis a Associates mg. Density Testing Grid Aquatic Townhomes Excavation - Initial Soil Delineation rn Geotechnical ■ Materials Testing ■ Environmental Atlantic Beach,Florida N Integrated Engineering Services E8:898 M 7084 Davis Creek Road Jacksonville.Fl_32256 p:904-880-0980 ar.904g -890-0970 Southeast erne: llagleessestioccorn No.:35-23915 I Plate 1 OtScea. Jacksonville,FL-Brunswick,GA Date:9126116 1 Project Ellis & Associates, Inc. 7064 Davis Creek Road Jacksonville,FL 3225 (904)880-0960[Ph nes] FIELD REPORT (904)880.0970[Fax:] Project No. 35:23915 ECS Croup of Cornpan,r Report No. 21 Project Aquatic Townhomes-37190025 Day&Date Tuesday 09/27/2016 Location Atlantic Beach,FL Weather 900/Sunny Client Tribridge Residential Construction LLC-William Remarks Travel time and mileage will be billed in accordance with the contract Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for pipe backfill and Area B-6 backfill. Utilizing the Nuclear Density Test Method(ASTM D6938) to check the compaction of soils; test results indicated that the compacted soils,at the areas and depths tested, met the project requirements of 95%and 98% of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(ASTM Dl557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results (e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis &Associates, Inc.,a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. `�; p,C O U6 C)41,1,,, % 441 • i t/ — ' v yr Nemer(iVigk)Y.Owers S 2616 Au Sn carberry Ellis&A;ss atei7Sf�'.l�ri nsumer Ejl &Associates- r.Project Manager •���-,O Ni"- By Adam Daniel Jackson, — Senior Field Technician I 1705 16157 0 2 N d C O O O E 0) IL' co E o co 0 0 c N M 0) r O .as 4 u_ a) o a. a s 0_ Li_ 0.. d a a Cl. a a al al a 0 a a0 N O O r CO N h ao o M r co h•( D o0 ti h• a0 ao 0 a) ao D CD 4 0 a) a) a) a) a) a) a) a) rn a) a) t 3 a) ^ a) h• (D N01 )1) N- CD Nt. •- N 8 a c e (i r N O N oi N O N c 0 V v r �- . . r r co N coo co Z` S' ") M O ti N (D M O 0) E 0) CO N $' a rn to co0) 0) 0) 0) rn a) a) rn co I- M 2 co 2 ci) 00 0 co (v) N N a) )f) (NI 0) M y .9' O O Oa) O O O 0 >, a ❑ 0 O 0 0 r r r O C :N N T Trr - r r .- .- i- a ~ a O < o 2 E E > ^ 0 0 0 0 0 0 0 0 C) 0 0 V E = c o r r r T T r r r r r r 0) r t 18 U 2 0 co (r (D (O (O (O co co co (� (O r T T O 2 7 _ in •E t O N 0.1 N N N N N N N 03 N 03 N aD o n k '� Qa) • ~ a1 d 0 O_ U a0) a) a0) a) a) a) a0) a) C) C) a) F" 1 7 p 4 N CO L° t ‘J- a • Q - �' o 0 0 0 o 0 o 0 0 0 0 CO o a) N Q) Z \ > p O O O O O O O O O O Li't U Y 0 O Cu • Z 2 n V) 1 Z t() In tL) to In ).() lA T E r r r r r r) CD Cr) r r E O a 0) M M M M 0) C') c•) M co M co -u m N N NNNNN N N N N N U .. r �_' ,v a= 0) a) a) a) O .,-e2- C cm J J J J C y a y 0 0 C.) p U O C J W , N J M a) 0 CO( J I- d r (V Q c� a) O Y co O. co 1° W 6 ch h th ch mVa d 05 06 06 05 05 cu a) C N C) M +) M '0 a, co = vthdv) h 11 _0 U c E '5 aa) a) ate) aa)) a) Co d V- ICJ Z Q aa') .. c CO 03 m ) O0 m m m CO Z U U ` C d d Ll fl. a O cu c U `,�° r o a 'a. 'aa a a cn c U O o a) c l m O 0 0 0 0 0 m 0 H to cn CO CO CO E ati (nom ¢ a Q Q a c z 2 m m m m CD cry ~ co N ll CO VI U W �o v N N a 2 > > > > > N < < < < < < O 0 0 0 0 0 Q I n N N .- a. Q - NNNNN rrrrr Nr NrNr Q a °) 5 I Q Z sa) co I- I- H I- I- H I- I- I- I- I- v O p 0 0 0 0 0 0 0 0 0 0 o Q a) 3a = N a) r f- 2 J Z - N C7 CO ao 0 r W co C a) E a E co v co U r 0) rn N O II_ N aj (U o a. a a s a a a a E a E c V. N r CO Nr O N ai ._ d U v 00) 00)) 00) 0)) a) a)0)) 0a)) a) ^to a' co co v N CD 0) 'e C N M - N — O O LO N 2 (j vr - ,- r r r r N (O co Z' 0 a• y co v M O CO r `R N 0 g a r•-: a0 a0 CU 0 c0 0O a) a CD 010) CD CT) 0) 01 M I- C) CO 2 co N CO O) r (D CO r ''0 w j N 11 a - O '- O '- O O O y ❑ r r r r r r •- H H c .o N U) a) O Q 0 2 E v 02 O $ N Z O O O O O O O M cn O � or . c • r r r r r r Cr) = U O u cD (D (D c0 co (D co r r r r r r r CO N rn Q r a) O u z N .4' O O 0 O O O O 1L Z O a"i .E Z' �.) t, N N N N N N N 1 • 3 SC O N • U 2 O Q a T a) a)0) 00) O) a) a)00) Q . 0 F- M U) ~ `m o o f 0 0 0 0 0 co 0 gZ OCI 0 0 0 0 0 0 o 0 0 0 0 0 0 E _ Z 2 2 0 y Z to to to to Cf) U) to E E r r r r r r r CO Q. 0 0) 0 0) 0) 0 0) u) Z U E N N N N N N N E .. ? co O O O N O J J .J J J 0 d U C J W .f] N CU L-. w w TOOCO it Q r N J C+) 'cf U) CO 4) 0. Y E U 73 CD , CO to Co G a) b a� U) Y 0 W a) C 04 a) n (U co co Q) J 0 M co co co co ch c 0 aC c fh (h th 6 ch d) CO it 'C J 0 CD a) c -o c 1:1 c c N H J Z < �? Z• N O f0 ._ U ,U N C.) C p a. a. a a a a a O o C t 0 � a a 'a a a a a N d U ro o u) CO CO CO CO cn CO E Zto to LO LO 440 r r r r r r r F' Cif L. L .. L_ L L L. t H > > > > > > > 5 _Q n U I n c N N N N N I— V 0 a 0 r r r r 0 N Q w I- 0 F- I- 0 H H H I- 0 V 3 ,., ot! ►°' a U 0 0 0 O }ICO 2 -� N U) LG wH Z N COCO F- Graphical Scale Report#21 0' 120' 240' 11 111 Ir ,�•, A B 1 1 a. 1111 2 1113 'D 41,M.y..:w. -u• 4 •u' 'FIAT, . ,AD n.,1,d kn V; .. IL I 4 O. 50 T 5 6 �. j --- - -ii me a-rmr°., 6 •6 ::.,:.. .. 7 w br4:1761nwtad 7 100 .T wwM.v mQI MCC CM CAS, k Q reps:' Ac.ao: 4x 1111119 9 lag" 10 10 LEGEND A _ B • Approximate Location of Desity Test EA Ellis a Associates inc. Density Testing Grid Aquatic Townhomes Excavation - initial Soil Delineation ▪ Gsotschnlcal I Materials Testing ■ Environmental Atlantic Beach,Florida N integrated Engineering Services EB:998 A 7084 Davis Greek Road JekdkeonvWe,FL 32258 rn p:904-880-0980 E 904-880-0970 smell:etasQellisessoc.coe t5 Serving the Southeast emoe 1970. Date:9/27/16 Project No.:35-23915 Plate 1 Offices: Jacksonville,FL-Brunswick k,GA Ellis & Associates, Inc. EA 7064 Davis Creek Road Jacksonville,FL 32256 (904)880-0960[Phone:, FIELD REPORT (904)880-0970[Fax:] Project No. 35:23915 ECSGroupofComp na Report No. 23 Project Aquatic Townhomes-37190025 Day&Date Monday 10/24/2016 Location Atlantic Beach,FL Weather 80°/Sunny Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for Area 8-B. Utilizing the Nuclear Density Test Method (ASTM D6938) to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested, met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method (AASHTO T180). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results(e.g., pumping,rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis&Associates, Inc.,a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. .N,,:��,tt,►,�� Nemer(i.ligk)Y.Owers,P. a16 2016 us n Scarberry Ellis&A;si0iatesJ31-15rii Bugmeer Ell' &Associates-Sr.Project Manager %.,S/O N A� °1!„,;1 110' By Adam Daniel Jackson, — Senior Field Technician 1 1705 18383 C.) 0 f ° o `- E \ .g '''72 E o f 0 k 2IL & & ( a_ a s a a a a- a. co co a o \ a- w@ .- @ e w f / 2 ƒ f - K S % $ $ % $ \ 2 $ - n @ a) co— — @ co " k ® 4 2 2 2 2 I � m0 N. 0 g \ / / co 7 4 U / • 2 a) a) a) a) a) a) » E 7 \ t ,g'7 a) U \ / / k / a2 _ o y » § . / \ 2 ® § 2 _ 0 0 co 2 o co co Cl • k 7 0 E.02 \ / k f k 2 cn ƒ 2 ; 03 d # ; ; c f\ \ \ k \ \ \ \ til Z\ % f R CO } 2 \ } k $ $ a a $ $ a CO - m « \ ƒ e Q ' o I- k Cl) a co G o \ o 0 d e k 7 Zr,% a o d o 0 0 0 E - \ 2 7 k E / c Z E \ \ 14-) \ / \ / a \ () Z - ® c cg > \ R R \ \ 0 \ 3 / \ R 7 2 k % \ RI RI a S 0. q U) E k \ 0 " 2 2 ) 2 \ n 0 E % = e 73 E .0 Q c CO 7 � m / � 2 < A k k k \ § \ / 2 ƒ / \ k / I 0 I- 43 \ \ c § § m m m m m m m e ■ 2 cL c6 Q 0 Q -- A § §$ $ q ) § 6 •< < < « « < < o6 _ R 2 r r r 2 2 a ~` . a_ 0 — d ! c0 z k } / 0 0 0 0 0 I- 0 0 % E f m © A 0 § / 2 n « m Report#23 Graphical Scale 0' 120' 240' op-.8 A B 1 1 111111 2 2 al I i 3 Oa 4 4 5 5 SO 6 6 I I I ill I i 7 4 • •3 • *5a I 1 I le� 8 8alli •6 • 901 9 10 10 LEGEND A B rua • Approximate Location of Desity Test1°`' - ePM� sw EMEllis &Associates arc. Density Testing Grid Geotechnical III Materials Testing ■Environmental Aquatic Townhomes Excavation - Initial Soil Delineation Integrated Engineering Services EB:998 Atlantic Beach,Florida A 7084 Davis Geek Road Jacksonville,FL 32258 p:904-880-0980 t 904-880-0970 emal:aleggellisassoc.com Serving theSoutheast Soueast since 1970. Offices: Jacksonville,FL—Brunswick,GA Date:10/24/16 I Project No.:35-23915 Plate 1 Ellis &Associates, Inc. pi7064 Davis Creek Road Jacksonville,FL 32256 FIELD REPORT (904)880-0960[Phone:] (904)880-0970(Fax:] Project No. 35:23915 (CS Group ofComparim Report No. 24 Project Aquatic Townhomes-37190025 Day&Date Tuesday 10/25/2016 Location Atlantic Beach,FL Weather 80°/Sunny Client Tribridge Residential Construction LLC-William Remarks *Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (fled test data,locations,elevations&depths are estimates)&Individuals Contacted. l I As requested we performed in-place density testing to determine the degree of compaction of soils for Area B-9. Utilizing the Nuclear Density Test Method(ASTM D6938)to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested, met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(ASTM D1557). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results(e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis &Associates, Inc.,a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you have any question and/or comments,please contact our office. `�0011rrarrr4 `:. J,FC,OUB, oh"�� .•GENSF''•.6i-".• z it/ • h0 x4755 ••*• ` , :LI:z gust Nemer(Nick),P.E. 1. o t 2015 Ellis&ASstS�tesr.Pri,�,,'7'�+ neer 411i. &Associates 'r. Project Manager ',�SsrONP�-o%-sit . By Adam, — Senior Field Technician I 1705 ;8627 0 M U) 1.5. c 0 o a) •�a) C E • v CD W o m C U p � 8 o .. ) c N a CI) CL o o a a s a 0_ a a a. g o = a v O) `y o °- co co N- a) co 06 a) -- 0 o) a 0 on 0) a) O) O) C) O) �dii • c ttn m N. CO. .- co N co. h 11 0o • o• o a-- . . r r O Co 0.1 CD ❑ 7) S) N M ILO N cD a) cn ❑ agi ? U) hcD CO 1.-.: 1. CO co a) ❑ cr.) a) a) a) a) rn rn 0 co :'' OD ([) .— Co (f) N O 0 cn > ,tu C - = > iii Q t-: cc; a0 00 0 j co N 0 r . 0 0 0 O CD 0• Q o 2 d EE ' = O O CD CD O o 0M ? e g C) N. t u g„ v° cO .- cfl .- .- cD '- 0 2 a) a) , O 8 u 0 Z $ u t .N C O O O O O CD CD • H a) _w OD p o m O O) a) ONi N N N N U) O x M .- a V O 0) O) O) a) a)i a) Q F- 0 1— rv) A 40 a) e CD O Ill 0, OOO` O Oo OO OO• To • Q O OO O O O O OO ` £ . _ z 2 o 0 Z al c 2 � v- ID . u- u- u- Z U a M M v.) a) M C') M U) m N N N N N N N U wCC J .J J J J J d f0 J w .- N J M cin co r�.- ` III C E a O v U) .Q C) . _to o '° o m d U E fa. cl LL H _i 0 CO 0) m o c o C o Z C m •_ •U C a) U g c N C p c C y o --•:, O O oo c in cn a U �- (i to - E U a) a) a) a) 0, a) a) m Z o COCOm m os as as as F CO Co4, c0 co l0 CO U LU H c; N N N d a) y EI 0 , e m c N N N N N N N 0 3 (4 Q 0 L Zii ▪ c H I- I- F- h I- H 5 atS n N 1- g 0 0 0 0 0 0 0 TS 0 5 W F- Z -N (') •O• u) co ticy Report#24Graphical Scale r!!!! 0' 120' 240' „...e, , N 1 rii ..w. B A 11 NO I 2 - -, 2 - - .'''77"' 11 111 3 11 ' :-. ..f.::::,:::::.;.,' NI vetwar.----m- rcm.t 3 , --. _ _ :,--- .... 4 AO,Pt..4Y.1.3.VI ..Se WV NOV 4 •,.,,ACILMC.-m1 -,1,1CRV: IP, al-! 5 5 6 111111 6 — - 7 11111111 7 8 8 11111111111111411 7 2 • •5 1.• • 3 • 9 90 1 ire 1 Mg 1 0 LEGEND A B • Approximate Location of Desity Test " Ellis &Associates ilit Density Testing Grid ,o Aquatic Tovvnhomes Excavation - initial Soil Delineation GeotachnIcal • Materials Testing • Environmental 4.3Atlantic Beach,Florida 01 integrated Engineering Services EB:998 7064 Davis Creek Road Jai:1=mM°,FL 32256 p:900480-0060 1:904-880-0970 en :stas@elasessoc.corn Serving the Southeast since 1970. Mee: Jacksonville,FL-Brunswick,GA Date:10/25/16 I Project No.:35-23915 I Plate 1 Ellis & Associates, Inc. EA7064 Davis Creek Road Jacksonville,FL 32256 (904)880-0960(Phone:] FIELD REPORT (904)880-0970[Fax:] Project No. 35:23915 Ea Group of Compini e Report No. 25 Project Aquatic Townhomes-37190025 Day&Date Wednesday 10/26/2016 Location Atlantic Beach,FL Weather 80°/Sunny Client Tribridge Residential Construction LLC-William Remarks •Travel time and mileage will be billed in accordance with the contract. Summary of Services Performed (field test data,locations,elevations&depths are estimates)&Individuals Contacted. As requested we performed in-place density testing to determine the degree of compaction of soils for Area B-10. Utilizing the Nuclear Density Test Method(ASTM D6938) to check the compaction of soils; test results indicated that the compacted soils, at the areas and depths tested, met the project requirements of 95%of the maximum dry density as obtained in our laboratory using the Modified Proctor Method(AASHTO T180). These results are based upon selected locations and may not be representative of the soil in areas not tested. Should site conditions change or not be consistent with test results (e.g., pumping, rutting, standing water,etc.), E&A should be contacted immediately. Thank you for allowing Ellis&Associates, Inc., a member of the ECS Group of Companies, the opportunity to provide construction materials testing services for this project. Should you • have any question and/or comments,please contact our office. ooililll/1,,' %.0 YACO(fie lie, Nemer(bii"§c)Y.Oweis,P.�p*i� t' Scarbeny Senior P ' T'\T� 0403/2018 nnapel�, e or Project Mana.,----->--- ger -,..,:',.:,••.4..0 R t19,...(< .;;;1r 0N4i j.,\'\,••. By Adam Daniel Jackson, — Assistant Team Leader 1705 8713 0 a CO d « CO E ) o \ o k8 2 A u_ ) ai I a a. a I a_ I a I a 0 , - . k o e ' e @ o n V q . k ./ — 2 Cr; (1 0 $ \ \ $ G % k 7 OJ - ¥ 't - M m q@ 8 ) C ® r - * r - 2 0 0 D £ o � - k \& a) m h@ @ R ° k - $ N- G \ $ S G CIa \ 0 CO\ I« u co / / , k 2 y 2 . / 2 2 /. ® 7 ,_ . oa 2 < k I S 2 EUtF 0 0 0 0 0 0 0 5 0 � ¢ k k k k a a tO CU N. t m / u &Iu 7 § ± 0 0 0 0 0 0 0 $ # § /7 7 N N c- • I- o k c U 2 ( _ - $ $ $ $ $ $ $ : ? x R & R u Q / al 0 � cnc . NJ g & 6 m $ � G S o 0 o 0 0 2 e $ z $ 0 0 a O a o 0 E / 73 Z k \ \ / 4 E - z La m in tO U) m U) = § cp E k k / / k k k u) Z t co co C 2 _ = V f = f5 & 0 7 § ` / / = s a ..71 _J 5 Vre a. o 0 71-3 0 & u k CV q _7 t k % $ '6 co 2 m E CL k k . 2 �C.) � 2 ƒ ca ■ �, V al & \ a E U) CD 2 Q w E t , tro / J 0 < / k k \ VI $ 7 2 ƒ 3 : of k 7 § 7n E I o R ƒ m2 K 2 o_ o_ 0_ 0 0 0_ Z I m 1 c / 6 6- ® vi- #: 2a a a a 2 a 2a 2 La ¥a < < < < < < < a « a) -c _ / 0 ) i k 2 2 2 2 2 2 2 O 5 i 2 k o o 0 0 0 0 0 \ % ■ . _ e2 n 7 2 q ca - e g • ) - n o Report#25 Graphical Scale 0' 120' 240' f\ � I A B 1 1 110 2 2 1 a 3 3 4 4 IIIIII 5 5 11111 6 6 al 1 7 7 WI 010 8 8 9 9 1 10 •• 10 LEGEND A B • Approximate Location of Deslty Test EAEllis &Associates ix Density Testing Grid Geotechnical ■ Materials Testing III Environmental Aquatic Townhomes Excavation - Initial Soil Delineation integrated Engineering Services EB:998 Atlantic Beach,Florida 7064 Davie Creek Road Jecksonvl9e,FL 32256 p:904-880-0960 t 904-8860870 emaC:eltiettelilsasaoscorn Serving the Southeast shoe 1970. I Ofeces: Jacksonville,FL—Brunswick,GA Date:10/26/16 l Project No.:35-23915 Plate 1 Ong \ 1 J b Q II Q I I N F.-5`/ LL_- Plate ‘•-•., aL -I U 1 _ c9 -J OL CIm lf') ; OTHERS ERS /// ► /// 1 (—) w Ln o ///2 / '_ o u� �. ocz ( o ► I— ♦ o m1— CI Q coS . N Q N 1D ► U1 — O LIS Nm � !L N — E E OI — I O L-NU 0m _ U 2In ► Q 0-) ,ii. .. N j mB' % c c1 tom 0 c co 4 H ► a l`MJ <-1- Vic© N ► °Z / O 06 y >, • ISL u1•— F _L)u O H ♦ . 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I' R SEE: WLNV.SBONDL5TRY.COAV G.NON.'OAD FIFARIN G WN15 TO BF ,T,....; N G ll T IIREEBBI DOCSOSUPPLIED BEAM A DISCLAIMERA GBC51_1500ALETF,NA'..PD` 514G;E TOP PLATED.TO FREVBff LOAD = °0� O .M'_ _ •=BEAM BY OTHERS 1xRTOVERIFY IRAN5PEEOR TO TNES!WALLS.A I.4 N g . u ---VALLEY1FIELD FRAMING PLUMBING/HVAC OPENINGS sCD5T0MAY BELISASSECOND TOP KATE. o • PLUMBING DROP ARE THE RESPONSIBILITY OF AL.DOAEANDALL BEPRIKGTION S. m L 7.p0 NOT CUT(M MODIFY ANY TWJ55 RTCrES AND ALL IKFQRMATILMI �N WIIn011T FIRST DONTACNNG RIDGWAY -8 O U SLOPED CTIUNG THE CONTRACTOR OR OWNER REGARDING Tit OE5 GN AND �F TRUSB FOR APPROVAL ANY 2 2 CO TO VERIFY ALL LOCATIONS FABRICATOR Of TRU555YSTEM. . O MODINCATION TO Tr!IRLfi55E5 ''7'.' `�+a RAISED FLAT CEILING BEFORE BUILDING TRUSSES 4'DO''OT OVERLOAD 11415'f5 "'cL COMM/415e THE 5TRUCTLRAL s z o L ' 1NTEGRRY.AU TRUSS MODIFICATION In- EL AND SETTING TRUSSES. WITH 91ff ROOK.!$HEATING OR PCO'E5T5 MUST BE SUBM TED N 111 CC� ANY OTPIFR TLNLDING MATERIALS. WRITING TO RIDGWAY ROOF TR.55 I of I J / I O BEARING HEIGHT PRIOR TO'CLD CrANGES. d 1 i 2I 29- I 0-2 AF' ►r,ur 2F'LY I 3/4"x I G" L L BEAM DY 0 40 WS. :el:- MC '40: :4MK4. :0: ANL *ME WO, 1•4I �• • • I, I, W 04 C\1 02112 �' Q � 9 0 - < I; .. P-4 c N ,; ►, . ►♦.'.� L_ L,♦G;- ♦C.♦OHO O CC*C. G ♦C.•..:.♦ 0 CC.tr'.:♦ /r r • I -4"— 14'-3" 22