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1433 BEACH AVE - POOL PERMIT d 746 J CITY OF ATLANTIC BEACH z' 800 SEMINOLE ROAD .9� ATLANTIC BEACH, FL 32233 "4: on 9'' INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: 17-POOL-3831-01 Description: Estimated Value: 40000 Issue Date: 7/28/2017 Expiration Date: 1/24/2018 PROPERTY ADDRESS: Address: 1433 BEACH AVE RE Number: 170303 0000 PROPERTY OWNER: Name: Idyll Hour, LLC Address: 1433 Beach AVE ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Address: Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. ri rV/j� City of Atlantic Beach APPLICATION NUMBER flFC. $ 11%7', (To be assigned bythe BuildingDepartment.) t� Building Department a.._1 ;;:, � g p ) 800 Seminole Road # 11--.Poo L 3 U 3 1 _ o l ,� - �r Atlantic Beach, Florida 32233-5445 �(QY 017 Phone(904)247-5826 - Fax(904)24T-58%45 f .0;319%' E-mail: building-dept@coab.us Date routed: o l a s- I I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Iy33 Belif..h Att De artment review required Yes No Building Applicant: D4'5 D\ SQ-(KU l qac, arming &Zoning Tree AdminT ator Project: 1 ill 00-0,61, s�i,nnr�t n&j poo I - ublic or s `J Public Utilities Public Safety Fire Services Review fee $ 0/ Dept Signature 11-74-'1 1 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING l PLANNING &ZONING Reviewed by:r Date: 5-kJ/7 TREE ADMIN. Second Review: (Approved as revised. ['Denied. P WORK. Comments: S'eiIIm... 'PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I /Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 "S m -I jam r ('ITV OF ATLANTIC BEACH A /Ir..) J i , ,i 800 Seminole Road ss‘ APR2 8 2017:11j' Atlantic Beach, Florida 32233 ---. Telephone(904)247-5800 I.) � ; __. FAX(904)247-5845 v�, I,� OFFICE COPY REVISION REQUEST SHEET Da -: 28/17 Received by: Resubmitted: P:{{w it Numbe . «- POOL - 3'3i 0 :incl P s Examiner: Mike Jones Project Name: Morris Residence Pr&- • ddress: 1433 Beach Ave,Atlantic Beach, FL Contractor: Bosco Building.Contractors, Inc_ Contact Name: Josh Rotta Contact Phone : 904-654-3953 Contact e-mail: Josh@BoscoCBC.com Revision/ ran Check Permit Fee(s) Due: $ 50 ,00 Description of Proposed Revision to Existing Permit: 1111111.1111101111.11.10111111. c✓ i� o 7Lii ct.0el Additional Increase in Building Value: $ 0 Additional S.F. 0 Site Plan Revised: Public W/U Approval: By signing below. I(print name) Joshua M. Rotta affirm that the above revision is inclusive of the proposed changes. 4/28/17 Signature of Contr1/11010 Agent(Contractor must sign if increase in valuation) Date Office the Only Date: S s / 2 '/ 7 Approved: Rejected:______ Notified by:_ Plan Review Comments: (4,/11/ Co 0 kir eQ t 74. ,p,c. - c p —To I. C o0/,.• pay '-r e-. g epartm= .t review required Yes to t/ a1 Planning&Zoning Tree Administrator Plans Examiner Public Works Public Utilities 5—' /2 '/7 Public Safety Fire Services Date Created WOW Rev.2 1 , 0}' V— 6 CITY OF ATLANTIC BEACH J� e& 800 Seminole Road g1Atlantic Beach,Florida 32233 j '? ''` Telephone(904)247-5800 !�.,•!' ' - E ,i FAX(904)247-5845 01119 • REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: ,5'-. /4 - /7 Received by: Resubmitted: Permit Number: (-7 - P ca_— 3E531- 0( Original Plans Examiner: Project Name: /i onk/S Project Address: / 433 RE4GH 4-Ve Contractor:(.5-Co7TB ooL SOig00. ` MIG. Contact Name: SCOTT- Contact 'CDTT- Contact Phone : q04 sfrio 3073 Contact e-mail: C ARA/01-49.1 61 Gdil 457 N&T Revisi• ' Plan Check/Permit Fee(s) Due: $ .5 0, ex) Description of Proposed Revision to Existing Permit: 4 oo/A/G POP L- / 2-4,US 72 PWati PLANS 6iv'0-MIEEJP /4J -- R 41©/. 6 Cei,J-49R, 144A/ e.94/ 4/e0 44(6 I , 6 / Fse , .1-e /O Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I (print name) `COT T AR R1 0 affirm that the above revision is inclusive of roposed changes. ...C- / i6 —1 7 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only RECEIVE D Date: Approved: Rejected: Notified by: MAY 162017 Plan Review Comments: Building Department City of Atlantic Beach. FL 6.L..---f_praent review required Yes No Building tinning Zoning __ _____2/ Tree Administrator Plans Examiner Public Works J - Z 3_ ( 7 Public Utilities Public Safety Date Created 4/13/16 Rev.3 Fire Services � CITY OF ATLANTIC BEACH (0-1„,,,An.riir, , 4. s,�� 800 Seminole Road IA A J Atlantic Beach, Florida 32233 ' s) Telephone(904)247-5800 ,' 9 FAX(904)247-5845 -J1319? REVISION REQUEST SHEET Date: -r: /8- /7 Received by: Resubmitted: Permit Number: 1'7- PooL - 3 c,73 k Original Plans Examiner: Project Name: Bros t x' Project Address: v...,_/�/-1 I. ; /Mr Contractor: 2003 cx, Seivi -_ Contact Name: . n- Contact Phone : /el- y I-f y 91 , • . -- .• . 4, Prto i�a /•Gk,C..akl 4-1 el C4"—* Revision/Plan Check/Permit Fee(s) D e: $ . 5./d Description of Proposed Revision to Existing • t : /W-,..) fern;- _-c,h./� �., cAo.. atpc–L.",i j -- — Additional Increase in Building Value: $ — Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print name —5IN4"r�.__i-r/tc_`i 1( affirm that the above revision is inclusive of the proposed changes. 7 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date- 4 "^ — — Office Use Only Date: $ -.27 /7 Approved: x Rejected: .-_ --- Notified by:------- Plan Review Comments: ti • • • a ment review required Yes o Building //11) ' - anning&Zoning Tree Administrator Plans Examiner Public Works Public Utilities 5. a 37-) Public Safety _ fi Fire Services Date Crated 2/20/15 Rev.2 11..i-vi;.jr, City of Atlantic Beach APPLICATION NUMBER Building Department 7To be assigned by the Building Department.) t-11:• `", }�_800 Seminole Road ` ' �" F (( , r Atlantic Beach, Florida 32233-5445` �v r Phone(904)247-5826 • Fax(904)247-u � 6 20 7 j 01119 E-mail: building-dept@coab.us Date routed: I S I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 y33 Be-4-(j) Department review required Yes No Buildin• Applicant: (-04 D\ SQ,(J:C L et - d a Hing &Zoning Tree Administrator Project: r (i wn.d swill fIrN i1 pa ��' • 5 4 Pu•lic Utilities Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: i/Approved. ❑Denied. (Circle one.) Comments: he Maid ‘,0001 BUILDING PLANNING &ZONING Reviewed b • TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 DSU ILUIrl1 YEI(M11' APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904) 247-5845 Job Address: 11 /.33 B! 4CR AVEL s Permit Number: 11-POOL- 3$3/ Legal Description 6---1 IG-2S-2-n E1 I�(cultinC.Bwsw-cLi 1 Parcel #RE 1-1 03,03-00Q 0 Li Floor Area of Sq.Ft• Sq.l t Valuation of Work $, O Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/sp window/door Use of existing/proposed structure(s)(circle one): Commercial esidentia If an existing structure,is a fire sprinkler system installed? (Circle one): - - o C.N /� Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: In jou-r poo 1 6 1.,LA lc1 Property Owner Information: Name: 1dtp - LLC.,LLC., Address: it-133 ezt e a c-1n A+V j 2 1 2017 City A'c4 rri-iC, [recon Stat'_-Zip32? Phone E-Mail or Fax#(Optional) Contractor Information: t �Com an Name: S.srtS /�C SC-eU/C /i(/G. Qualifying Agent: SN.Qw,U Bvc�Ze y Address: /D5t3t1R02l,6 £1A, City X State FL4 Zip 3.70?25" Office Phone 0041 &Q1•s-g9 J Job Site/Contact Number q0% g60, 'p73' Fax# Dp/‘2I/33 6 State Certification/Registrationti CPC /54.'S 5i6 . 3' % g Architect Name&Phone# Engineer's Name.& Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 1pplication is hereby made to obtain a permit to do the work and installations as indicated. I cert fy that no work or installation has commenced prior to the ssuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null Ind void if work is not commenced within six(6)months, or if construction or work is suspended or abandonedfor a period of six(6)months at any lime after vork is commenced understand that separate permits must be secured for Electrical-Work, Plumbing,Signs, Wells, Pools, Furnaces,Boilers, Heaters, ranks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. herebycertify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this pe ofworkwill be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the -ovisions of any other feller 1,state, or local law regulating construction or the performance of construction. ignature of Owner 24.4t if �/ 1144-44-6e A c� Signature of Contract• f � ,,�/i -int Name W i I l`11:t Gt., (I` 1A•te,to i ,11/(ct.i.C.�� Print Name ,69' f�AA.1 .4,do No•n to and subs ribed befor- m- Sworn to and subscribed efore e is_ Day of ,;.1*AK:►. ►. ' 20 • this Z Day of SP---p -x» c.r ,20 IG . ---. iOgpl.li lit IN , -,_ �.�,V PATRiCE G.BRYANT �' NOTARY PUBUC ,'r`� p `%: Notary Public •State of Florida ,` :- STATE OF FLORIDA Revised 01.26.10 •'I!=` Commission FF 191024 1.1.7": 5•t' Co FF906426 ,e My Comm. Expires Jan 20.2019 �' 3/1/2020 -,F°F` °•,, Bonded through National Notary Assn. ,roti Building Permit Application J. A f.) City of Atlantic Beach OFFICE COPY 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: 1433 Beach Ave,Atlantic Beach, FL Permit Number: _ Legal Description 6-1 16-2S-29E Atlantic Beach Lot 4,5 Block 61 RE# 170303-C000__ Valuation of Work(Replacement Cost)$ -3 eI OCT) -Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Dem- Window/Door • Use of existing/proposed structures)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe In detail the type of work to be performed: I N UgoO,v_13 POOL Florida Product Approval# for multiple prooucts use procuct approval form Property Owner Information Name: Idyl Hour,LLC Address: 1433 Beach Ave 1 117 Clty At(dntic Beach State FL Zip 32233 Phone N/A E-Mall NIA Owner or Agent(If Agent,Power of Attorney or Agency Letter Required)_ Owner.Vi.H.Morris Contractor Information , Name of Company:,,ccc rrr PGt;l. .s g.I i I L E (,(J( OJalifying Agent 51-j N B UG K LEY Address )O-j+j BUR bS 10 , City ,,q>C _State FLA Zip 32,2 25 Office Phone t D k 1.o4 I Sq I 9 Job S`te/Contact Number SCO TT State Certification/Registration# I C,5i.S E-Mail C /}RAIOLO ,j ® COA1CP1.5I. ACT Architect Name&Phone# Engineer's Name&Phone II _ Workers Compensation — ()N F/L-E Exempt/Insurer Lease Employees/"cxalration Cale Application is hereby made to obtain a permit to do the work and installations as indicated.i certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of al'the iaws regulatory constrtction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done In compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. iffite- (Signature of Owner or Agent In_luding Contror) (Signature a of Contractors ' ed and sworn to or affirmed)before me this day of Signed and sworn to(or affir yd)before mAtthiiis��1 day of \L Q-oby �1U -AA Mpr X1'1, by vhoWh (Signature of Notary) (Signature of Notary) Denise A.Ennis Denise A.Ennis NOTARY PUBLIC ! NOTARY PUBLIC '(►1 Personal.y Know -? STATE OF FLORIDA )PersonaNy Known OR f' STATE OF FLORIDA [j Produced identif-' 4:t_f ' Comm"FF 1 ]Produced Identification .,.its, ' ..�. . 966426 ; . cannot FF966426 Type of Identlfkatlon: v , r _ Type of Identification: :.�•. 411' I AIBosco Building Contractors, Inc. Josh Rotta OFFICE AND SHOWROOM 2158 Mayport Road t: 904.241.0320 Atlantic Beach,FL 32233 f: 904.241.0326 COMMERCIAL AND RESIDENTIAL m: 904.654.3953 CBC 1250212 e: ,Josh@BoscoCBC.com ommilmai.00°•." Le * Gill X / , fOO ryro #edee 411 ;.'2,roz. ayxu = spy 41-107 ,9 is; yf X97/ / kik � 60.44,6 p a.rx a,/ = rzt ,to u y r o0 #14,11/4-4P f#T6/144 ”Pozi Y%C `104d17 City of Atlantic Beach APPLICATION NUMBER I Building Department (To be assigned by the Building Department.) 800 Seminole Road PV II-- i1 O L _ 3 U 3 I r Atlantic Beach , Florida 32233-5445 1 J Phone (904) 247-5826 • Fax(904) 247-5845 \ rjr119 J E-mail: building-dept@coab.us Date routed: o(fIf a s I i g- City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 33 BeAch Department review required Ye No C13-uildin Applicant: `S ODD\ Q.(J:( __ 111C. anning &Zoning Tree AdmigtraTor Project: (1 I' LLA.O. S ,w,r\i nc poi I ublic or s Public Utilities Public Safety Fire Services Review fee $ _ Dept Signature Review or Receipt Other Agency Review or Permit Required Date of Permit Verified By — Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Erg Denied. (Circle Comments: BUILDI PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. (►. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES *� PUBLIC SAFETY Reviewed by: Date: 5/'1 f 1 FIRE SERVICES Third Review: proved as revised. ❑Denied. Comments: Reviewed by: / ' ` Date: ?- Revised 05/14/09 • , SCOTT'S POOL SERVICE INVOICE NO: 10549 Burris Dr. • Jacksonville. FL 32225 State # CPC 015231 DATE p2 9 -/,� Phone (904) 641-5999 SOLD TO: LOCATION: NAME 701 C6 _ NAME i'33 (4L// Ave ADDRESS. DDRESS CITY/STATE/ZIP. CITY/STATE/ZIP P.O.NO. SOLD BY TERMS F.O.B. SHIP VIA .S corY ORDERED DESCRIPTION AMOUNT /Ala-49, )P C2,WA rE P0,06 /05 © � e OF • - i C. ' l� .4ge /10C LUQ fcWL Lic-iiT , Pte/17412 Fl L Th7 �y6TE� a� k LP �-*c // E E2 . PRAw.s AR6 /73. o.v 0 i f,- 1/2 oxi 77L& .9"'P'Lvilldiv6- �-,3 Qw cam/02 6 7/0AI Pfele i L -CDP961/1.Z fJ T io/l F" 7 fe." • T 1 1 SUBTOTAL I j TAX RECEIVED BY TOTAL f ;, S\ CITY OF ATLANTIC BEACH : ,: 800 SEMINOLE ROAD \t..) ATLANTIC BEACH,FL 32233 `" (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 5/17/17 Permit#: 17-POOL-3831 Applicant: Shawn Buckley Site Address: 1433 Beach Ave. Address: 10549 Burris Dr. Review: 2 Phone: 904 641-5999 RE#: 170303 0000 Email: Not provided THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments,:.---- Application omments._-.-Application i isapproved for the following issues: 1. Pe• it Application is not signed by the licensed pool contractor. Scott Arnold is not a licensed p of co actor and cannot apply for pool permits. Please submit new application form, completely filled ut a:d correctly signed. See Comment 2. 2. This Building Permit Application Form is an older version and has been superseded. Please use t e current attached form for this and all future applications. All lines must be completed,including e ail addresses. "N/A" can be used,where appropriate. 3. A revision was applied for this permit application,on April 28,2017, by Bosco Building Cont actors. All permit applications and revisions to the original application must be signed by the licensed ool contractor of record. 4. The four connecting points of the equipotential bonding conductor must be equally sp• ed,per NEC, 680.26(B)(2). Please revise pool bonding diagram, using site specific dimensions. 5. Engineering for helical piles is included in this package. Helical piles cannot be . I proved,per FBC-B, Section 3109. Please remove. ge . Please submit a revised application package,correcting Items 1 —5 abov•. c ,2,:r)7 Dan , lington, CBO (904)2i ' 5813 darlington , :•ab.us 1 �. COPY Lo /E,' Sy&ET y /4 S Ccr r 5 Poa (_ 5�/2. //✓41- 6'5q 3 1/4ATA 3.222s- 'Fox. • a22 c'Fox. . R/L L `/ m O A./ IS , A 322 33 fJ'L./C'4-T/O //✓ e"Li/L2 S EA/61/!VcE4/4/o- ,DFSi6/ti Pzf/O/ lv F. V r - 2o / CON i79GT SGarr 1104 - 86.a 3,073 ,rLig REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: ' ' DATE: t 2 • ,. . . ,, ''' - ' ,--, f _ .., . • / . , • i W- '' Conforssuo ovx tests - , Lirr f A ffirttie CSA 22,2 No. 205 .,.. ,_ ATE ... . . . 1 ODOR, WINDOW. 1 . .,- ..,. 4„........ '41V ' .. •; , 1.•*V i • k;., , . -......ii.. .* . . • ,• . ,,,„044,„,, . • - - ., :......,........., t . LiR ..„ , 2. .T P., 4 ••0. 4.48'411 , ' —.._ 4*. ' - - ::: .,-.,„..:,;,:-_-• ,,„.-. • OLJ11. A. ,.. . _ , ... .. 4,... ... ,.., .., .. ..0.,-..., ifickitiei Ai ikwompfore for . , Mounting on Wooden and Metal Gates, . ... Wolf Glass Ehlers& Windows! --0,..v.7....-ri-,7 4,... 61%lirr 4:1114 roftt k i•xft, e'' '014 eleft,PI,i-n-t&er:-..' : wr imarkt de bilis a le metal,ks prortes et ...t. .ii,„ . i .. ..,, , - , ., 4.# ,' . / .,,, 4, •P. ' .f.'i , ‘ . If , NA f - tetvr I ...A.-.•i •A ,•,. 120 dB Sire:II 4 41, 1P*' ' ''1';'.C • ,•:",•..e.., °t h'itilP efm 12 6 Oil , . ..... c ,4...,Itl " . " ' ' '""%'"" '4' • l' ee i Meets or Exceeds Al State fiZAs= -..,, 4,r, • Barrier Alarm codes! , ., — , A „ Respect') ots d#pass. tout .es IP..5 itorings , elf" hfierW '. --,;.. . Low Battery Warning! .P I& Ie,.......,.., AvPrtifs,e,mr,,..i.t de? brft(ftwi- _ ..-'..E;.• .„.,,, ct , Atrtrmiti( Resell ,• ...., -„,, ,11;' (r efiforr(i fi4,41,1$.1 ,t., „j• ., A , • • • ••• ` s'•.. ,• s , , ... , . • .0401" ' •. a _.. ...�... ..., . - -jam. t ; 4::;-;6; - '",.• fs, , ►'- '+ , -=rte ` 1• A`!^' tel. A.\ Easy to install or retrofit in even the tightest space- models I from I 75M to 400M BTUs -all measure 21"L x 2 I"W x 28"H ;t ' I -s -- Rotating digital display means more installation options '` " and easier access to view operating information • Rustproof, tough composite exterior for long life Available in natural gas and propane models. _ Pool Sizing* °F Heater Size - Heater Size '4. Temperature Model Model Model Model 1 Model Model Model Model Model Model C1ian;ol 175 200 250/2501-1 300 ! 440/4001-1D 175 200 250/250HD 300 400/400HD s 24 Hrs. Pool Capacity in Gal s Pool Surface Area in Sq.Ft.at 5.5' Depth 5 85,210 97,383 !21,729 116,075 194.766 2,069 2,364 2.955 3,546 4,727 rrg"t'. 10 42,605 48,691 60,864 73.037 97,383 1,034 1,182 1,478 1,773 2,364 15 28,403 32,461 40,576 48,692 64,922 690 788 985 1,182 1,576 20 21,303 24,346 30,433 36,519 48,691 517 591 739 887 1,182 25 17,042 19,477 24,346 29,216 38,953 414 473 591 710 945 30 14,201 :6.23: 20,288 24,345 32,461 345 394 493 591 788 35 12,173 i 3,912 17,390 20,868 27,824 296 338 423 507 675 40 10,651 12,173 15,216 18,260 24,346 259 295 369 443 591 <,�, ,ac' . ; as of oApseasy-to-rea. Spa Sizing controls trralcolyetani up',•,'.;,.; Spa Volume(Gallons) ri:oded 200 1 300 I 400 I 500 I 600 I 700 I 800 I 900 I 1,000 temperature vette Minutes for 30°FTemperature Rise(Heater Input in 1000 BTU/HR) , ,yt3e , 5mnele`,11�.3`� i 75 21.0 31.0 40.0 50.0 61.0 71.0 81.0 51.0 02.0 ;: 200 18.0 27.0 35.0 44.0 53.0 620 71.0 80.0 89.0 250/250HD 15.8 23.5 30.8 38.5 46.5 54.3 62.0 70.0 77.8 tilt!water teanpel'tura° 300 13.5 20.0 26.5 33.0 40.0 46.5 53.0 60.0 66.5 :i i1t- P_ttg, ,1€4'• 400/400HD 9.0 13.0 18.0 22.0 27.0 31.0 35.0 40.0 44.0 Note:The chart is based on a 30°F(16.6°C)temperature rise.discounting losses and only based on heat required to you kill tf hart raise temperature in minutes.Two-year limited warranty.See warranty for details. neerlsservice.. - . 'ASME models available.See your Pentair Water Pool and Spa representative for details. r1ista ' a• • 7177:71::l 3 ., s ® 4 • 41011.104 W YfOF T — su44744." • 1 T • -Open Area=38.79in2 •IAPMO Listed Flow Rates: 1)25506-320-010 Sump Body •For 2.5"plumbing using two outer ports= 2) 25520-050-026 2"NPT Plug 308GPM(Floor)&212GPM(Wall) 3)25506-320-030 Debris Guard •For 2.5" plumbing using center port only= 4)25506-320-020 32"Cover 200GPM(Floor)& 168GPM(Wall) •Fort"plumbing using two outer ports= 5) 61008-042-022 Screw 268GPM(Floor)& 192GPM(Wall) Tor 2"plumbing using center port only= 184GPM(Floor)& 176GPM(Wall) Part Numbers: 25506-320-000 32"Channel Drain w/Sump, White 25506-321-000 32"Channel Drain v✓/Sump, Gray 4-- '_ 25506-324-000 32"Channel Drain w/Sump,Black ; t 25506-327-000 32"Channel Drain w/Sump,Dark Gray 25506-329-000 32"Channel Drain w/Sump,Tan j�._ 25506-320-100 32"Channel Drain w/Frame, White 25506-321-100 32"Channel Drain w/Frame, Gray 25506-324-100 32"Channel Drain w/Frame,Black 4 25506-327-100 32"Channel Drain w/Frame, Dark Gray 25506-329-100 32"Channel Drain w/Frame, Tan 1) 25506-320-110 Frame 2) 25506-320-120 Frame Support 3) 25506-320-020 32"Cover 4) 61008-042-022 Screw Custom Molded Products, Inc. •j : V. Toll Free:800.733.9060 or visit us online at www.c-m-p.com 1509001 t �s try • Clean & Clear® .. . . Cartridge Filter • «�ti .04 Alf: 441, w j' k r, - �!b •' Clamp ring for safe and quick �, - •;� 1 access to cartridges:- • .' t'' ,. • 11 Single-piece fiberglass reinforced' r ^" polypropylene tank for strength ' -.. `' and corrosion resistance ^ Easy access I%r"drain "" 2"plumbing for maximum flow 5A i M Model Filter Vertical I Filter Flow Rate GPM Turnover Capacity-Res.(Gallons) Number Area Sq.Ft. Clearance'' Diameter Res.•„•••• I Com. 8 hrs. 10 hrs. j 12 hrs. CC 50 50 30" 15.5" 50 19 24,000 30,000 36,000 CC 75 75 39" 15.5" 75 28 36,000 45,000 54,000 CC 100 100 61" 15.5" 100 38 48,000 60,000 72,000 '""':- CC 150 150 76" 15.5" 150 56 72,000 90,000 108,000 :; CC 200 200 76" . 15.5" I 150 I 75 i 72,000 90.000 108.000 *Required clearance to remove filter elements. '•Maximum flow rate. Carefree. . .by design Like all Pentair Water Pool and Spa`s cartridge filters,the 2"plumbing for maximum flow. Clean&Clear®filter features an easily cleaned cartridge c Single piece base and body designed for maximum for the ultimate in carefree pool filtration.The fiberglass- durability. reinforced tank halves are secured with an innovative clamp ring—just loosen the ring and remove the top half One year limited warranty. See warranty for details. for easy cartridge access and rinsing. Filter maintenance doesn't get any easier. Available from: I Y2"drain and washout for quick and convenient maintenance and winterization. ,w,.r.• -...% Innovative lock-ring requires only half of a revolution , ? •.-'^ = ' , for a safe,leak-proof seal. '...'. " {.`' ;3f•r`^'7*. ........or A . tio,!> Penta,X .. .4t 111411#1. /. t ir P o®la Products' w. Because reliability matters most www.pentairpool.com . Phone 800-831-7133 pumps 'filters i heaters; heat pumps automation 'lighting; cleaners sanitizers'water features maintenance products 3f I I Part ti PI-121 ® ©201 I PentairWater Pool and Spa,Inc.All rights reserved. SuperFlo Hi h PerformancePumg P • 141 x '' When outfitting your new pool or ✓1 ,::=- . looking for a superior replacement for n . Hayward"Super Pump:SuperFlo drops f ' right into place with case to minimize installation time and expense. `` - Heavy-duty motor for long service life. `I •••. fr-.1. " Superior hydraulic design and •. 4 ; l -: thick-walled body parts deliverI. 'S super-quiet operation. k IF The strong, silent type The SuperFlo'high performance pump meets all the criteria Performance Curves for a superior pool,spa or water feature pump. It's super _ 34SC RPM energy-efficient,super quiet and super easy to maintain. Plus, 3s- '1Q .� 21h HP High Speed i•-2 HP High Speed it's designed with innovative materials that will stand up to the I'h HP High Speed 30- 100 -i-i- I HP High Speed most demanding installations and conditions.Whether you're - 1- ji.HP High Speed is L t Hr spm choosing your first pump or replacing order technology, o t- - ,,80 Superflo is definitely a super choice. ?'� 20 1'.s�ou,,�f Self-priming for quick,easy start-up. ° 15= -'""``' �� -.> I IS-volt or 230-volt models available. 10= Low Speed 20 . i750 RPM �v.� � a y Performance and pressure tested to ensure superior quality. S 0 UUCUUNSf certified. 20 40 60 eo 100 120 190 Iso us.Gallons per minute One-year limited warranty. See warranty for details. 's Io Is 20 25 30 35 Cubic Meters per hour Available from: I,. Pentair • 1- Poop Product?' a N. -, N. ' Because reliability matters most° -f^ www.pentairpool.com T• Phone:800-831-7133 pumps. filters heaters heat pumps. automation lighting cleaners sanitizers. water features maintenance products 8/09 Part 6 PI-232 NSF,• ® ce ©2009 Pentair Water Pooi and SpaInc.All rghts reservec. a'Lk. z V NI" 4* . i ° v o, -ilk '� '� Aa ftil 1 1 0 j :. era a� q ...„, ..t__ .....e, , h • 1 - .- as in.... 'te "4 4. 4= iib .4. S t. Nts s: 4.• - . ' 43. ii . 444 I" H . �wVP% W a * %r C 4 - _ * W.- -- 4 ' t Alo ..1 lel s• 11.1%4:4 0 2 1. 'szA ar' i�$ , .. .4. - 5 • ' . q - - \ •. is VC vik .. •dd + *! t, -T-- -0 t k tb - r kii . i: '.: T .• CI.. op % .746-----.4 2 "1.1 - b - r --11, 3 . 13 • • . v._ nil: *- qt.-' i j Qi 1 el r. —....---•. ,c t t - 441 111 j ,. • IN i VI j ''•asi . -.. ... 4. . L 0, L I t tr.‘ . . i v14 t- . • uti e, - , , , ,,,.. . 1.. ' _ ei Nig A .A'''' . - 41 • 0 .. V•(.... Itti • rypiM '- 5tV /A4441AJ& POOL_ 60f P6, CDAmi5c ZEA AT if coRi)‘AS CON r1 An 005' To o©L poMP 6 JVD 70 Sc2 E gitl -EN Lbs v/e 6 Sco T'S POOL SEH V$CE 1�_�A..m32225 _ L t Total- Heap' In f eel Conversion Churl Inches Mercury (,'J.u.lrr i.• 7 nln, i 69 i 91 I 1%5 i s • IC 2G' ° 25. 0 !{ - I I 92 115 1 13t 16U I6! '.. . S' I _3 S i-I1.51.2L.3,"1:_13-8. X38 116_1 ' 18.J 20.E . f • 6 .� '..:G_)_:f• ( I IJ.9 16II.IB4 ?0C 7?9 �'� :,� :.( • JI9 ! rEpl] rr;i . I i 1(.2 I 184 201 12J.0 j ST I �1y Jl] F I 'es I 252 Zr1.7 2 0 2_,3 27_t 1 J4 J J6:� 9 F _ J6P 2oJJy I ?s� 1 z%6 I 79.e i ]6 i 70 I 2J.I 25 4 27.6 I Jt.9 I JBS 11 Zc4 ?99 320 i2 27.> 29.9 J"r_? 34.5 k 9 � 4t.2 �� II, _ 27J 10.0 322 343 36.0 .;--1/1 ..34:. ' 1 L 1 4J.5 454 CO pllrn( I. Ui, ', I o' f J JOA ,]2.J jib 45.5 t 45.0 40.1 36B 39_I 41.1 4J6 15.9 o ii- 323 31.6 ]6.9 34_i 414 436 50.4 culolionS e' 15 346 36.9 393 11.4 45.8 481 �+ 52.7 `m .16 Ji.1 39.7 +J.) 45.9 482 505 52 7 55.0 ins, use apprupnutr tin- A.011 +1s 437 46.0 483 sos s?e ,,.),, 0.... 17 39.3 41.5 43.0 46.1 /e.3 50.6 5s.8 5'0 57_3 by manufacture' d_ 10 414 438 46.1 40< SS•1 57.4 54,6 v 9- 419 46.2 40.4 50.6 529 55.1 57A 50.7 61.9 gullet cover/grate must conform to sal Sz9 ? sz4 �'7 20 46.? ill sso Ss.t s7-s � _ _6zo 6�.2 in _21 415 SJA ss3 s7.e s9.e 6?-0 6u not ASME/ANSI A11? 198 and be n u we 6z1 ws 66s 6d9- .I edition approval. - ss3 si4 s99 62.1 �.4 2J 5].1 ® 57.7 59.9 622 64.4 61j 619 712 ke, model24 st+ E3x7 60.0 6z? 667 �>, 712 7Js and locution con nal u 64.5 4.7 61.11 71.3 7Ss is.e brnitting o revised plans and TUI{ 623 64.5 661 69.1 713 716 75.8 26 60.1 64.6 _6e 0 69.1 71.4 73 6 76.1 27 62A 759 741 �4 2e 64.7 64.66.9 t 611 71.4 i17 719 712 eas 822 69 7 713 7x7 76.0 78.7 880.5 s9_ Gia 69s i1.5 ise• -7Io ° 83:0 -1.-6- 63 71.6 V- -77C- _ia3 eo s 851 1 16 6 i _761 78.J 00.6 029 - • I • J7 71.6 16 76.1 78.4-_ -:-. 1 07.4 I V. - J? _02_9 _05.2 B7A J: 76.2 703 60.7 03D _03.0 45.? °_l.8 83.7 19.0 19+3 J+_ _7d5 boa _6J.1 85.3 87.6 85.3 895 99J1 941 94.6 96.6 j� I - 92.8 97 I 9E 9(.6 i s ea9 BJ.1 85.4 t err. 89.9 42.1 91.4 i 9(,/ I 9NY � IUI_J f I•^�: FELD TDN MUS t;(' - -...-._ T?inN il:E MIA/ TO Oh ►tlCrau. CALCUI ATE9 TDI I. I. 4j 4 4,:j - Feet Pec Second I 8 fps_ _ 10 1 -1.9pm 0,23.... . 26 9Pm I_0.J5" .1 „m 0.14' _ - 2 'r R1 0.10' 103 0.21 The following cut sheets are incl idr-�i EIMI 0.09•. 9 m 0.16' �- O_. 116 yPm 0.13'- -fin- 0.05' �7 9P'" o io . Pump D t neater ? a. o 113• J92 Spm _0_.07•___ DFilter 0Thearphy Jets Main Drain "17) Pf-IGi,t -U Wate1 Falls Other_ 8' -a `j6 Swimming Pool Specification • For: j / / • MrR,e1� RE76is6/!/ & � ��L `, 3$ &4eJ 4V CSG �s- '9 �, �'z 3 • REVIEWED FOR CODE COMPLIANCE r. CITY OF ATLANTIC BEACH FE COPY1 SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS i REVIEWED BY:__1 DATE: 5-23"/7 . . „ . ... . „.......-__. ., • • . , . . , . • Simplified Jotal ky?aniic Head 171)h) Colculalion Worksheet 1 . ,.,...,:. (2gtermine. Maximum System How kot, cs•r r ..: " 17,* icatr• i?equIre,1 1,' %fr. :•.I •P ', :••,f k!- yi • t tilcolok i ',. ; Volunw 4'500 i4 /5 , ". • I.„; •, 14 530 r7 ,..::,,,,„,,,,_., l....MI.' ;'-!.':. !,/tfl,.'t• 11 , ..• i,Mt. ............._ Iltlf M. . I It's% kr .:/6?...1 4,3(rt) Lii.tf 6 lig 114 i ti.ateti . ,i ' 0 Al!. ,1„,, ;•:. I-' ),,,e, lut. el Jets) if)S1 ;I`• I I 3 a vuriobie sp. (I,,f single pump ponljsp3 combo. use IN ill fidd al IV ' ii. N 1 if, the following cukululuire. lot lilt If,f. f; •i,c pump flow in cc 1 f or side wall di, I DALe_m_g_m_pips_sizz; /-1// brooch Piping to be a4._ _ . inch to keep vekx:ity 0 li fr inn) of 6,c;) , gpm Maximum System I ho3 In-Floor suction i; Rntr, 1 _. hunk Piping to be f :-_/ inch to keep velocity 0 8 Ips max at .5b.. gpm Maximum System Ilow Rate flow as publishe emost srseedcenwt itehdittii .. 1-4 Return Piping to be 1inch to keep velocity 0 10 IF,;, flklk of '_g _. gpm Maximum System flow Rale 1 4. Pump & Filter m change without si Determine Simplifnidiri . worksheet I Distance from pool In pump in feel 31+ I,,, „, Islam loss (m suction pipe) in I,.5 mill time (WI I fi f) 5.0 Wm, - 6.4y (from pipe llow/fiiiinin Iii..s Aunt) 1 I riction loss (in return pipe) in 1,-5 inch pipe pei 1 rf 0 6.2- '<Inn) ' 0,1: 1 (horn pipe flowillieloin le..; clam') I . mramm..... ... 32 ' 01..L41_ • I. 16 ,4.„,,, Po) (It a be04/1 2..1 Po j ifil,i•.,.1,,., /id 90 F-77 .. i/Y. II r0,111;14 lieissfn Air) 01 al teed/I II oi iT`Ift') (10.1 Ile i'.1') I D l'21_911LEfictiQn_10/ MU in Piping: /Z, ?c.) I I Schedule_ _40--iI—PVC Pipe Filler loss in TDI1 (from filler data sheet). i, )5 __________ pips S.ire -.. -- ----- !irate, loss in ICH (from healer doto sheet): q , ,- )6 9,r. _-°Ai': I 1..s* - 37 2prn 0-.08' . lotol all other loss. _r . .62. ___-9e_ 0.06. _ .1' 7.5' Total Swished IDH: g2/7.OS- 3' 138 pn 0.04 ._ ; lecte u a" • Cove: I IT- i34 gorn 0.02' wi................. Pump selection563/1_ .` q_ fie iising pump curve 1(4 '.,implified illit & System Flow Rah' (Purnr model CM sae i• o1.0.4.1 .,60iLD . aNt Main plain Coveret044500 %pi",,,,c,r:A4')Iy....turr I low kale mint not exceed approved cover flow Fate) Mar ona Lite.f..) v46-6" 0,v ,NI'., Miniinuni system flow bosed um ilia, ilow per slirunii!: of ;`) Tim F71114/•• 61.)5Rne Determine the Number and Type or Required In-Floor suction Outlets 114 t,id CeVe• 11j 0 I)IIii!Mau,Ora foS I- 1 suctions outlets,:f:. -- —141.:,ni., II ____ 3 0" Elli i C) ti (.7) 0 norm 'Awl ilt4t1't I g-7 5 ii: 1:..-_-_73P,t2:-itto . :1...iii,...,. - I I t-uchon id.ill1 , ..: .: E i--_---i„,„;I... II ... _ . . ... ._ i_.. i ..m. ei,,,a,,.,T, 1 .__ 1 w„,,,,.... _ _. .. ,. I • 4 Da pat �a• t',• STATE OF FLORIDA o` ' DEPARTMENT OF ENVIRONMENTAL PROTECTION 4 Division of Water Resource Management 2600 Blair Stone Road—Mail Station 3522 s o Tallahassee, Florida 32399-2400 s ti io '''•nt•I P� PERMIT NUMBER: DU-497 PERMITTEE s, Idyll Hour,LLC 6j UST 6 r c/o Todd Bosco �� : Bosco Building Contractors,Inc. 1'itwter ":—` Y 2158 Mayport Road _Jacksonville, Florida 32233 ' ' _ • : COPV _ NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description,was filed by the applicant/permittee named herein on October 12,2016,and determined to be complete pursuant to rule on January 26,2017. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons,the Department finds that upon compliance with the permit conditions,the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; and that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005, Florida Administrative Code. Based on the foregoing considerations,the Department approves the application;authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE: April 20,2020 LOCATION: Between approximately 65 feet and 115 feet south of the Department of Environmental Protection's reference monument R-47, in Duval County. Project Address: 1433 Beach Avenue,Atlantic Beach. PROJECT DESCRIPTION: Landward Swimming Pool 1. Location relative to control line: Approximately 86 feet seaward,as measured to the northeast corner. 2. Exterior dimensions: Swimming pool is approximately 12.0 feet in the shore parallel direction by 51.0 feet in the shore-normal direction. 3. Type of foundation: Pilings. PERMITTEE: Idyll Hour, LLC PERMIT NUMBER: DU-497 PAGE 2 4. 5. 6. Deck elevation of swimming pool: Approximately+21.2 feet(NAVD). Bottom elevation of swimming pool: 15.4 feet(NAVD). Maximum depth of swimming pool: 5.6 feet. 7. Total volume of excavation: Approximately 75.5 cubic yards. Excavation/Fill 1. Total volume of excavation: Approximately 75.5 cubic yards. Volume of net excavation: None. All excavated material will be used on site for fill. 11 2. Location of excavation: From approximately 35 feet to 86 feet seaward of the control line. 111 3. Volume of fill to be placed: Approximately 75.5 cubic yards. 4. Location of fill to be placed: From approximately 125 feet to 189 feet seaward of the control line. See Special Permit Condition 2. Other Structures/Activities 1. Demolition. See Special Permit Condition 4. 2. Post-supported ground-level wood pool deck extension, varying in width from 5 feet to 23.5 feet, extending approximately 91 feet seaward of the control line. 3. Reconstruction of a post-supported ground-level wood deck extension along the east side of an existing ground-level wooden deck, extending approximately 149 feet seaward of the control line as measured to the southeast corner. 4. Post-supported second-story balcony on the seaward side of the dwelling, extending approximately 132.5 feet seaward of the control line. 5. Pool fence along the south side of the property. 6. Pool equipment pad on the south side of the existing dwelling. 7. Landward paver deck on the west and northwest sides of the pool,between the dwelling and the landward garage. 8. Landward fireplace on the north end of the paver deck. 9. Landscape plantings. See Special Permit Condition 6. 10. Exterior and pool lighting. See Special Permit Condition 7. 1 PERMITTEE: Idyll Hour,LLC PERMIT NUMBER: DU-497 PAGE 3 SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at 904/655-1765 or trev.hatch@dep.state.fl.us to schedule a preconstruction conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative of the Department so as to provide maximum protection to the existing vegetation located on the site. 3. No construction, operation, transportation or storage of equipment or materials, and no temporary lighting of the construction area is authorized in sea turtle nesting habitat, on or seaward of the frontal dune crest or rigid coastal protection structure in marine turtle nesting habitat at any time during the sea turtle nesting season(May 1 through October 3 1). 4. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 5. All material to be excavated seaward of the coastal construction control line as part of construction authorized under this permit shall remain in and be placed in areas seaward of the coastal construction control line. 6. Prior to completion of construction activities authorized by this permit, the permittee shall plant a mix of a minimum of three native salt-tolerant species to restore any disturbed natural area seaward of the authorized structures, including areas disturbed by fill. Dune restoration plantings shall consist of salt- tolerant species indigenous to the native plant communities existing on or near the site or with other native species approved by the Department. Sod composed of non-native grasses is not authorized into dune vegetation, located approximately 190 feet seaward of the control line. Plantings in other areas of the project site shall not include invasive nuisance plant species,such as listed in the Florida Exotic Pest Plant Council's List of Category I and II Invasive Species and including Asparagus fern (Asparagus densiflorus). 7. All lighting shall be installed and maintained as depicted in the approved lighting schematic.Underwater pool lighting shall be permanently fixed to amber or red LED or equivalent and provide no more than ''V2 foot candle per square foot of pool surface area.There may be a decrease in the wattage of each approved lamp and a decrease in the total number of each approved fixture without submitting a modified lighting plan for review and approval. However, if a fixture or lamp is changed to a different type,manufacturer or catalog number for any reason, or if the location of any fixture is changed it shall be submitted for review and approval by the Department prior to installation. No additional permanent exterior lighting is authorized. PERMITTEE: Idyll Hour, LLC PERMIT NUMBER: DU-497 PAGE 4 8. Permittee shall submit compliance reports as specified in Special and General Permit Conditions of this permit. General Permit Conditions 1(q), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. The forms for the reports: 1(q)Periodic Progress Report(DEP Form 73-111)and 1(s)Final Certification(DEP Form 73-115B)are available at http://www.dep.state.fl.us/beaches/forms.htm#CCCL. Each form may be submitted electronically. The periodic reports are due in the office on a monthly basis. No progress reports are required until such time as construction activities have started. GENERAL PERMIT CONDITIONS (1)The following general permit conditions shall apply,unless waived by the Department or modified by the permit: (a)The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. Deviations therefrom, without written approval from the Department, shall be grounds for suspension of the work and revocation of the permit pursuant to Section 120.60(7), F.S., and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work,or both.No other construction or activities shall be conducted.No modifications to project size,location,or structural design are authorized without prior written approval from the Department. A copy of the notice to proceed shall be conspicuously displayed at the project site.Approved plans shall be made available for inspection by a Department representative. (b)The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles,their nests and habitat,or adjacent property and structures. (c)The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department until all construction or activities authorized or required in the permit have been completed and all project performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved plans. (d)The permittee shall hold and save the State of Florida, the Department, and its officers and employees harmless from any damage, no matter how occasioned and no matter what the amount, to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. (e)The permittee shall allow the Department to use all records,notes,monitoring data,and other information relating to construction or any activity under the permit,which are submitted, for any purpose necessary except where such use is otherwise specifically forbidden by law. (0 Construction traffic shall not occur and building materials shall not be stored on vegetated areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures, such as temporary fencing, designated access roads, adjustment of construction sequence, or other requirements, shall be provided by the permittee at the direction of the Department. Temporary construction fencing shall not be sited within marine turtle nesting habitats. (g)The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit.Before the project is considered complete,any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. (h)All fill material placed seaward of the control line shall be sand which is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter; shall be obtained from a source landward of the coastal construction control line; and shall be free of coarse gravel or cobbles. (i)If surplus sand fill results from any approved excavation seaward of the control line,such material shall PERMITTEE: Idyll Hour,LLC PERMIT NUMBER: DU-497 PAGE 5 be distributed seaward of the control line on the site,as directed by the Department,unless otherwise specifically authorized by the permit. (j) Any native salt-tolerant vegetation destroyed during construction shall be replaced with plants of the same species or,by authorization of the Department,with other native salt-tolerant vegetation suitable for beach and dune stabilization. Unless otherwise specifically authorized by the Department,all plants installed in beach and coastal areas — whether to replace vegetation displaced, damaged, or destroyed during construction or otherwise — shall be of species indigenous to Florida beaches and dunes, such as sea oats, sea grape, saw palmetto, panic grass, saltmeadow hay cordgrass, seashore saltgrass, and railroad vine, and grown from stock indigenous to the region in which the project is located. (k) All topographic restoration and revegetation work is subject to approval by the Department, and the status of restoration shall be reported as part of the final certification of the actual work performed. (1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach, and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. (m) If not specifically authorized elsewhere in the permit,no temporary lighting of the construction area is authorized at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. (n)All windows and glass doors visible from any point on the beach must be tinted to a transmittance value (light transmission from inside to outside)of 45% or less through the use of tinted glass or window film. (o) The permit has been issued to a specified property owner and is not valid for any other person unless formally transferred.An applicant requesting transfer of the permit shall sign two copies of the permit transfer agreement form,agreeing to comply with all terms and conditions of the permit, and return both copies to the Department. The transfer request shall be provided on the form entitled "Permit Transfer Agreement"— DEP Form 73-103 (Revised 1/04), which is hereby adopted and incorporated by reference. No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department. A copy of the transfer agreement shall be displayed on the construction site along with the permit. An expired permit shall not be transferred. (p)The permittee shall immediately inform the Department of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. (q)For permits involving major structures or activities,the permittee shall submit to the Department periodic progress reports on a monthly basis beginning at the start of construction and continuing until all work has been completed. If a permit involves either new armoring or major reconstruction of existing armoring, the reports shall be certified by an engineer licensed in the State of Florida.The permittee or engineer,as appropriate,shall certify that as of the date of each report all construction has been performed in compliance with the plans and project description approved as a part of the permit and with all conditions of the permit, or shall specify any deviation from the plans, project description,or conditions of the permit.The report shall also state the percent of completion of the project and each major individual component. The reports shall be provided to the Department using the form entitled "Periodic Progress Report" — DEP Form 73-111 (Revised 6/04), which is hereby adopted and incorporated by reference.Permits for minor structures or activities do not require submittal of periodic reports unless required by special permit condition. (r) For permits involving habitable major structures, all construction on the permitted structure shall stop when the foundation pilings have been installed.At that time the foundation location form shall be submitted to and accepted by the Department prior to proceeding with further vertical construction above the foundation.The form shall be signed by a professional surveyor,licensed pursuant to Chapter 472,F.S.,and shall be based upon such surveys performed in accordance with Chapter 472, F.S., as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line. The information shall be provided to the Department using the form entitled "Foundation Location Certification"—DEP Form 73-114B PERMITTEE: Idyll Hour,LLC PERMIT NUMBER: DU-497 PAGE 6 (Revised 9/05),which is hereby adopted and incorporated by reference. Phasing of foundation certifications is acceptable. The Department shall notify the permittee of approval or rejection of the form within seven (7) working days after staff receipt of the form.All survey information upon which the form is based shall be made available to the Department upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (s) For permits involving major structures, the permittee shall provide the Department with a report by an engineer or architect licensed in the State of Florida within thirty (30) days following completion of the work. The report shall state that all locations specified by the permit have been verified and that other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit; or shall describe any deviations from the approved plans, project description, or permit conditions, and any work not performed. Such report shall not relieve the permittee of the provisions of paragraph 62B-33.0155(1)(a),F.A.C. If none of the permitted work is performed, the permittee shall inform the Department in writing no later than 30 days following expiration of the permit. The report shall be provided on the form entitled"Final Certification"DEP Form 73-115B(Revised 9/05), which is hereby adopted and incorporated by reference. (t) Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit. Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size, location, or structural design shall be authorized by the Department in accordance with Rule 62B-33.013,F.A.C. (2) The permittee shall not commence any excavation, construction, or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or,if established,the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license, easement,or other form of consent authorizing the proposed use. (3) The permittee shall obtain any applicable licenses or permits required by Federal, state, county, or municipal law. (4)This permit does not authorize trespass onto other property. (5) In the event of a conflict between a general permit condition and a special permit condition,the special permit condition shall prevail. (6) Copies of any forms referenced above can be obtained by writing to the Department of Environmental Protection, 2600 Blair Stone Road, MS 3522, Tallahassee, Florida 32399-2400, or by telephoning (850)245- 8336. Approved plans are incorporated into this permit by reference. Executed in Tallahassee, Florida. STATE OF/ LORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Art Fritz We;/stem,Environmental Consultant Coastal onstruction Control Line Program PERMITTEE: Idyll Hour,LLC PERMIT NUMBER: DU-497 PAGE 7 CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this permit and all copies were sent on the filing date below to the following listed persons: Todd Bosco, Bosco Building Contractors,Inc.,ToddaBoscoCBC.com Trey Hatch,FDEP Field Inspector,trey.hatch(a,dep.state.fl.us Dan Arlington,City of Atlantic Beach Building Department,darlingtonc icoab.us Josh Rotta,Bosco Building Contractors,Inc.,Josh(a,boscocbc.com FILING AND ACKNOWLEDGMENT FILED,on this date, pursuant to Section 120.52, F. S.,with the designated Department Clerk,receipt of which is hereby acknowledged. 04/20/2017 Clerk Date NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under sections 120.569 and 120.57, Florida Statutes, before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding(hearing)under sections 120.569 and 120.57, Florida Statutes. Pursuant to rule 28-106.201,Florida Administrative Code, a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding;and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none,the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. PERMITTEE: Idyll Hour,LLC PERMIT NUMBER: DU-497 PAGE 8 The petition must be filed(received by the Clerk)in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard,Mail Station 35,Tallahassee,Florida 32399-3000. Also,a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with rule 62-110.106(3),Florida Administrative Code, petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant,and other than those entitled to written notice under section 120.60(3),Florida Statutes,must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice,whichever occurs first. Under section 120.60(3),Florida Statutes, however,any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination(hearing) under sections 120.569 and 120.57, Florida Statutes, or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party)will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205, Florida Administrative Code. Extension of Time Under rule 62-110.106(4),Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes final,any party to this action has the right to seek judicial review pursuant to section 120.68, Florida Statutes, by filing a Notice of Appeal pursuant to rules 9.110 and 9.190,Florida Rules of Appellate Procedure,with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard,M.S.35,Tallahassee,Florida 32399-3000;and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. Newspaper Publication The Agency will not publish or require the person requesting a permit to publish in a newspaper a notice of receipt of the permit application or notice of Agency action granting or denying the permit. Persons receiving a permit are advised that interested parties who become aware of Agency action approving or denying the permit, or who observe work on the project within certain time frames without any prior notice, may have rights to petition for an administrative hearing under Chapter 120,F.S. For this reason, it may be in the best interest of the person proposing the activity to publish, at its expense, a one-time "Notice of Permit Issuance" in a newspaper of general circulation in the county where the activity is located meeting the requirements of Chapter 50,F.S. Agency staff can provide persons with the information for such a notice upon PERMITTEE: Idyll Hour,LLC PERMIT NUMBER: DU-497 PAGE 9 request. Persons who are substantially affected by the proposed action may petition for an administrative hearing within the time frames specified in the notice and Chapter 120, F.S. s��,ir',. City of Atlantic Beach APPLICATION NUMBER fiL.“ ; Building Department (To be assigned by the Building Department.) 1_'--: `� 800Seminole Road (., ` 331 �� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 f \<!--95;19%'' E-mail: building-dept@coab.us Date routed: I s I lq- City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 Li 33 Beitch A(t Department review required Yes No Crluildin Applicant: SL©}{-'S �D\ S0-(,):C2..,C -TAC--. anning & Zoning Tree Adminis a or Project: \ (l 00.1\A 5winn mt npoi 1ublic or s Pu lic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: l APPLICATION STATUS Reviewing Department I First Review: ❑Approved. ,®Denied. (Circle one.) Comments: AA�a.s.,•?.c.II era,ir•"w.4, ,V (ctriva-at, !/`u1 BUILDING PLANNING &ZONING) Reviewed by: �i•M''. ��/ Date:.-1X¶/17 TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES ` PUBLIC SAFETY Reviewed by: / / Date:/ l:2- !/ t 7 FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 'A'\i".17,..1 ZONING REVIEW COMMENTS f City of Atlantic Beach Community Development Department jz, 800 Seminole Road Atlantic Beach, Florida 32233-5445 �JS3 r Date: 5/31/2017 C/18 Permit: 17-POOL-3 831- Applicant: 01 Review: ZONING Address: Site Address: 1433 BEACH AVE Phone: RE#: 170303 0000 Email: Correction Comments 1. Mechanical Equipment: Section 24-83(c) prohibits A/C and other mechanical equipment within the 5 foot side yard setback when adjacent to the living area of the neighboring property. Please show that this re• • - •• - • ' • : m-t • - • - • . • ••• :I MjNew Features: Please provide p d)n for the new fireplace and any new/replacement re„ i ing ww,4, fences and any other new ments. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under Planning and Zoning and at City Hall. Informational Comments RECEIVED JUN t al? Derek Reeves Planner Building Department CitY of Atlantic Beach, 7 • �SPermit Reviews City of Atlantic Beach Permit Number: 17-POOL-3831-01 Description: Applied:5/18/2017 Approved: Site Address: 1433 BEACH AVE Issued: Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status:UNDER REVIEW Applicant:<NONE> Parent Permit: Owner:Idyll Hour,LLC Parent Project: Contractor:SCOTT'S POOL SERVICE,INC Details: LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group: 4/25/2017 5/17/2017 4/25/2017 BUILDING Mike Jones DENIED Notes: 4/25/2017 5/18/2017 4/25/2017 ZONING Derek Reeves DENIED Notes: 1.Mechanical Equipment:Section 24-83(c)prohibits A/C and other mechanical equipment within the 5 foot side y d setback when adjacent to the living area of the neighboring property.Please show that this requirement is being met or revise plans accordingly 22.New Features:Please provide plans for the new fireplace and any new/replacement retaining walls,fences and any other new elements®Tree Removal:Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project.Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years.If no trees are to be removed or were removed,then please fill out an Affidavit of No Tree Removal.Both forms are available on the city website under Planning and Zoning and at City Hall. APPROVED Received at PW 4/25/2017 5/18/2017 4/25/2017 PUBLIC WORKS Public Works W/CONDITIONS 5/16/17 Notes: Received at PW 4/25/2017 5/18/2017 4/25/2017 UTILITY DEPT. Public Utilities APPROVED 5/16/17 Notes: fro Printed:Wednesday,31 May,2017 1 of 3 j 1PJJ(1 ' ' • Permit Reviews City of Atlantic Beach 5/19/2017 5/30/2017 BUILDING Dan Arlington Notes: REVISION WITH NEW DRAWINGS AND PERMIT SENDING TO BLDG(DAN) /V\ Printed:Wednesday,31 May,2017 3 of 3 mwuT „ Bosco BuildingContractors, Inc. Cr)2158 Mayport Road, Atlantic Beach, Florida 32233 P ci-ov-(7 Date: 31,'43— Confirmation of Receipt Job Name: Morris Residence Job Address: 1433 Beach Ave, Atlantic Beach, FL Items Delivered: Pool packet submittal Re•- d by: Qv Ar - Phone:904.241.0320 Fax: 904.241.0326 Email: Info@BoscoCBC.com CBC 1250212 www.BoscoCBC.com Bosco BuildingContractors,os, Inc. 2158 Mayport Road, Atlantic Beach, Florida 32233 0 piv APR 28 2017 Date: 4/28/17 Confirmation of Receipt Job Name: Morris Residence Job Address: 1433 Beach Ave, Atlantic Beach, FL Items Delivered: Two Pool Engineering Sheets for Mike Jones Received by: Phone: 904.241.0320 Fax: 904.241.0326 Email: Info@BoscoCBC.com CBC 1250212 www.BoscoCBC.com III Bosco Building Contractors, Inc. C n V irra p 2158 Mayport Road, Atlantic Beach, Florida 32233 Date: 4/28/17 Confirmation of Receipt Job Name: Swanson Residence Job Address: 1755 Beach Ave, Atlantic Beach, FL Items Delivered: DEP Approval Packet _L ►.c- � I ) A S;L p I.. r k SEP s�� 1 ID‘(----E P i-i- 1 bV ii‘ 1 fil ! ;t!� APR ` P Received by: LLAP 8 2017 :! if !' _ , I/I Phone: 904.241.0320 Fax: 904.241.0326 Email: Info@BoscoCBC.com CBC 1250212 www.BoscoCBC.com Ali Bosco Building Contractors, Inc. 2158 Mayport Road,Atlantic Beach, Florida 32233 Oppy Date: 5-18-17 Confirmation of Receipt Job Name: Morris Residence Job Address: 1433 Beach Ave, Atlantic Beach, FL Items Delivered: Tree Permitting ECLE Received �",_-------------- 1 MAY 1 8 2017 Phone: 904.241.0320 Fax: 904.241.0326 Email: Info@BoscoCBC.com CBC 1250212 www.BoscoCBC.com 4 4 01411 Bosco Building Contractors, Inc. 2158 Mayport Road, Atlantic Beach, Florida 32233 CI (to py Date: 5/24/17 Confirmation of Receipt Job Name: Morris Residence (Idyll Hour, LLC) Job Address: 1433 Beach Ave, Atlantic Beach, FL Items Delivered: Requested copies of deed for tree permitting. Email recieved 5/24/17 from Brian Broedell r© üvt Received by: MAY 2 4 2017 - ODQS- Phone:904.241.0320 Fax: 904.241.0326 Email: Info@BoscoCBC,com CBC 1250212 www.BoscoCBC.com EIHs&Associates . \ MP p Grou of Companies / \ , Geotechnical■Construction Materials•Environmental•Facilities V COQ \ =, .��.�.:.��..>�.._.., REVIEWEEL '7 COMPLIANCE 010 000101�r � CITY OF ATLANTIC BEACH �, , SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS ,Cir a 1) ,' r� REVIEWED BY: a)t DATE: 7 mw. REPORT OF GEOTECHNICAL EXPLORATION MORRIS POOL ATLANTIC BEACH,FLORIDA E&A PROJECT NO.35-24768 CLIENT ID: 4285 Prepared for: Bosco Building Contractors, Inc. 2158 Mayport Road Atlantic Beach, Florida 32233 Prepared by: Ellis&Associates, Inc. 7064 Davis Creek Road Jacksonville,Florida 32256 January 9,2017 Exi Ellis&Associates Inc. gGroup of Companies Geotechnical•Construction Materials•Environmental•Facilities January 9, 2017 Bosco Building Contractors, Inc. 2158 Mayport Road Atlantic Beach, Florida 32233 Attention: Mr. Dale Donnell Reference: Report of Geotechnical Exploration Morris Pool Atlantic Beach, Florida E&A Project No. 35-24768 Client ID:4285 Dear Mr. Donnell: Ellis&Associates, Inc. (E&A)has completed the requested geotechnical exploration in general accordance with our proposal dated November 30,2016.The exploration was performed to evaluate the general subsurface conditions within the proposed pool area and to provide recommendations for site preparation and foundation support. We appreciate the opportunity to be your geotechnical consultant on this phase of the project and look forward to providing the materials testing and observation that will be required during the construction phase. If you have any questions,or if we may be of any further service,please contact us. Very truly yours, Digitally signed by John Kent DN:c=US,o=ldenTrust ACES ELLIS &ASSOCIATES INC. Business Representative, John Kent,P.E. ou=ECUS AND ASSOCIATES, Senior Engineer cn=John Kent, Registered,Florida No.63218 0.9.2342.19200300.100.1.1=A01 097C000001576D25F0F8000067 AS Date:2017.01.09 13:48:46-05'00' Christopher J. Rivera John Kent,P.E. Staff Engineer Senior Project Engineer Registered,Florida No. 63218 Distribution: Mr. Dale Donnell—Bosco Building Contractors, Inc. 1 pdf 7064 Davis Creek Road,Jacksonville, FL 32256 • Phone:(904)880-0960&(800)273-0960•Fax: (904)880-0970 Offices:Jacksonville, FL• Daytona, FL•Brunswick, GA www.ellisassoc.com Ellis&Associates. EGroup of Companies Morris Pool TABLE OF CONTENTS Subject Page No. 1.0 PROJECT INFORMATION 1 1.1 Site Location and Project Description 1 1.2 Project Description 1 2.0 FIELD EXPLORATION 1 2.1 SPT Boring 1 3.0 VISUAL OBSERVATION 1 4.0 GENERAL SUBSURFACE CONDITIONS 2 4.1 General Soil Profile 2 4.2 Groundwater Level 2 4.3 Normal Seasonal High Groundwater Level 2 5.0 DESIGN RECOMMENDATIONS 2 5.1 General 2 5.2 ACIP Pile Foundation Recommendations 2 6.0 CONSTRUCTION RECOMMENDATIONS 3 6.1 Clearing and Stripping 3 6.2 Temporary Groundwater Control 3 6.3 Excavations 4 6.4 Compaction 4 6.5 Structural Backfill and Fill Soils 4 6.6 ACIP Pile Construction Recommendations 5 7.0 QUALITY CONTROL TESTING 5 7.1 ACIP Piles 6 7.2 Compacted Fill/Backfill 6 8.0 REPORT LIMITATIONS 6 FIGURES Figure 1 Site Location Plan Figure 2 Field Exploration Plan APPENDICES Appendix A Soil Boring Log Field Exploration Procedures Key to Soil Classification 35-24768 i January 9,2016 & Ellis&Associates . m-Group of Companies Morris Pool 1.0 PROJECT INFORMATION 1.1 Site Location and Project Description The project site is located at 1433 Beach Avenue in Atlantic Beach,Florida. The general site location is shown on Figure 1. At the time of our exploration,the site was developed,with surface cover consisting of grass.An existing residence was located adjacent to the explored area. The site was relatively level with a slight slope downward to the east. Surface water was not observed near planned structural areas at the time of our exploration. 1.2 Project Description You provided project information via several discussions and an email dated November 28,2016. We were provided with a copy of a Map of Survey for the property,prepared by Boatwright Land Surveyors, Inc., last updated June 27,2016. This plan shows the boundary limits for the property,adjacent structures,and the existing roadway adjacent to the site. We were also provided with a copy of the Pool Plan and Details,prepared by Alexander Grace Consulting, Inc.,last dated September 16,2016.We understand that the pool has plan dimensions of 15 feet by 50 feet and the pool bottom will be at approximately elevation 14.7 NAVD. The pool will be founded upon ten 14- inch diameter auger cast in place(ACIP)piles. If actual structure details vary from these conditions,then the recommendations in this report may need to be re-evaluated.We should be contacted if any of the above project information is incorrect so that we may re-evaluate our recommendations. 2.0 FIELD EXPLORATION We performed a field exploration on December 22,2016.The approximate boring location is indicated on the attached Field Exploration Plan(Figure 2). Our personnel determined the boring location using taped measurements from the existing residence and survey controls adjacent to the site.The boring location on the referenced Field Exploration Plan should be considered accurate only to the degree implied by the method of measurement used. 2.1 SPT Boring We located and performed one Standard Penetration Test(SPT)boring,drilled to a depth of approximately 50 feet below the existing ground surface,in general accordance with the methodology outlined in ASTM D 1586 to explore the subsurface conditions within the area of the proposed pool structure. Split-spoon soil samples recovered during performance of the boring were visually classified in the field and representative portions of the samples were transported to our laboratory for further evaluation. A summary of the field procedures is included in Appendix A. 3.0 VISUAL OBSERVATION A geotechnical engineer classified representative soil samples obtained during our field exploration using the Unified Soil Classification System(USCS) in general accordance with ASTM D 2488. A Key to the Soil Classification System is included in Appendix A. 35-24768 1 January 9,2016 FA Ellis&Associatesinc. EGrou3 of Companies Morris Pool 4.0 GENERAL SUBSURFACE CONDITIONS 4.1 General Soil Profile The detailed boring record is included in Appendix A. It should be understood that the soil conditions will vary away from the boring location.Below the surficial topsoil,the boring generally encountered very loose to very dense fine sand (SP) and loose to medium dense fine sand with silt (SP-SM) to the termination depth of 50 feet below existing ground surface. 4.2 Groundwater Level Groundwater was encountered at the boring location and recorded at the time of drilling at a depth of greater than 10 feet below the existing ground surface.We note that groundwater levels will fluctuate due to seasonal climatic variations,surface water runoff patterns,construction operations,and other interrelated factors. The groundwater depth at the boring location is noted on the Log of Boring record. 4.3 Normal Seasonal High Groundwater Level The normal seasonal high groundwater level is affected by a number of factors.The drainage characteristics of the soils,land surface elevation,relief points such as drainage ditches,lakes,rivers,swamp areas,etc., and distance to relief points are some of the more important factors influencing the seasonal high groundwater level. Based on our interpretation of the site conditions,including the boring logs and the Web Soil Survey which encompasses all of Duval County,we estimate the normal seasonal high groundwater level at the site at the pool area to be approximately 7 to 8 feet below the existing ground surface.It is possible that groundwater levels may exceed the estimated normal seasonal high groundwater level as a result of significant or prolonged rains. 5.0 DESIGN RECOMMENDATIONS 5.1 General Our geotechnical engineering evaluation of the site and subsurface conditions at the property,with respect to the planned construction and our recommendations for site preparation and foundation support,are based on(1)our site observations,(2)the field data obtained,(3)our understanding of the project information and structural conditions as presented in this report, and (4) our experience with similar soil and loading conditions. If the stated structural or grading conditions are incorrect, or should the location of the pool structure be changed,please contact us so that we can review our recommendations.Also,the discovery of any site or subsurface conditions during construction that deviate from the data obtained during this geotechnical exploration should also be reported to us for our evaluation. The recommendations in the subsequent sections of this report present design and construction techniques that are appropriate for the planned construction.We recommend that Ellis&Associates,Inc.be provided the opportunity to review the final foundation plans and earthwork specifications to verify that our recommendations have been properly interpreted and implemented. 5.2 ACIP Pile Foundation Recommendations Due to the proximity of the structure to the Atlantic Ocean,we understand that 14-inch diameter auger cast in place (ACIP) piles will be used to support the pool structure. Based on our experience with similar loading and subsurface conditions,it is our opinion that an ACIP pile foundation system is applicable for this project. 35-24768 2 January 9,2016 EA EIIis&Associatesi1te. rsGroup of Comparies Morris Pool 5.2.1 Allowable Compressive Capacities It is our opinion that ACIP piles,properly constructed,can support the proposed structure when embedded into the soil strata encountered at the site. We have estimated allowable compressive and uplift capacities for 14 inch diameter ACIP piles bearing at a depth of 20 feet below existing grade to be as shown in the following table: ACIP Pile Design Capacity at 20 Feet Below Existing Grade Pile Diameter(inch) Allowable Compressive Capacity Allowable Uplift Capacity(Tons) (Tons) 14 25 8 The above capacities include a theoretical factor of safety 2 for skin friction and 3 for end bearing failure. Our evaluation also included a scourable soil zone of 8 feet below existing site grade. The allowable pile capacity is a function of the structural strength of the grout and the strength of the supporting soil. We recommend the ACIP piles be constructed with grout having a minimum 28-day compressive strength of 4,000 psi.The design pile compressive capacity should not exceed the allowable capacity of the structural member as governed by appropriate codes. 5.2.2 Pile Group Effects We recommend a center-to-center minimum pile spacing of 2.5 to 3 times pile diameter. Using this minimum spacing,we anticipate that any capacity reductions due to group effects of individual piles which are installed within a group of piles should be small and therefore should be considered insignificant in the design of the foundation system. 5.2.3 Settlement With the deep foundation system properly installed to bear at the minimum depths and spacings noted above,at the design load,we estimate that the settlement of an individual pile will be on the order of 0.5 inches or less.This settlement estimate is based upon the use of(1)the field test data obtained during our geotechnical exploration, which has been correlated to geotechnical strength and compressibility characteristics of the subsurface soils beneath the site,and(2)published theoretical and empirical methods of settlement analysis for deep foundations bearing on soils similar to those at this site. 6.0 CONSTRUCTION RECOMMENDATIONS 6.1 Clearing and Stripping Site preparation should consist of clearing the sparse vegetation and any near surface organic topsoil.The clearing/stripping operations should extend within and to a distance of at least five feet beyond the perimeter of the pool construction limits. During grubbing operations,roots with a diameter greater than 0.5-inch, stumps,or small roots in a concentrated state,should be grubbed and completely removed.The actual depths of unsuitable soils and materials should be determined by Ellis&Associates,Inc.using visual observation and judgment during earthwork operations. 6.2 Temporary Groundwater Control Because of the need for densification of the soils at the bottom of the pool excavation and to maintain a dry work area,temporary groundwater control measures may be required if the groundwater level is within 2 feet below the bottom of the pool excavation at the time of construction. Should groundwater control 35-24768 3 January 9,2016 Exi Ellis&Associates*. Group of Compa.'ies Morris Pool measures become necessary,dewatering methods should be determined by the contractor.We recommend the groundwater control measures,if necessary,remain in place until construction of the pool foundations and grade beams has been completed. The site should be graded to direct surface water runoff from the construction area. Note that discharge of produced groundwater to surface waters of the state from dewatering operations or other site activities is regulated and requires a permit from the State of Florida Department of Environmental Protection(FDEP).This permit is termed a Generic Permit for the Discharge of Produced Groundwater From Any Non-Contaminated Site Activity. If discharge of produced groundwater is anticipated, we recommend sampling and testing of the groundwater early in the site design phase to prevent project delays during construction. Ellis&Associates,Inc.can provide the sampling,testing,and professional consulting required to evaluate compliance with the regulations. 6.3 Excavations The excavation required for the pool construction will be required to meet OSHA requirements. Either a braced sheet pile structure or an excavation having temporary slopes cut back at 1.5 horizontal to 1 vertical (1.5H:1 V)may be used depending on the specific project requirements.The 1.5H:1 V slopes are contingent upon the dewatering system adequately controlling slope groundwater seepage. Sheet piling,if required, should be designed in accordance with OSHA requirements by a Florida Registered Professional Engineer. 6.4 Compaction After completing the clearing and stripping operations and installing the temporary groundwater control measures (if required),the exposed surface of the pool excavation should be compacted with a vibratory drum roller having a minimum static, at-drum weight, on the order of 4 to 6 tons. Typically,the material should exhibit moisture contents within±2 percentage points of the modified Proctor optimum moisture content(ASTM D 1557)during the compaction operations.Compaction should continue until densities of at least 95 percent of the modified Proctor maximum dry density(ASTM D 1557) have been achieved within the upper two feet of the compacted natural soils at the site. Should the bearing level soils experience pumping and soil strength loss during the compaction operations, compaction work should be immediately terminated, and (1) the disturbed soils should be removed and backfilled with compacted structural fill,or(2)the excess moisture content within the disturbed soils should be allowed to dissipate before recompacting. Care should be exercised to avoid damaging any nearby structures while the compaction operation is underway. Prior to commencing compaction,occupants of adjacent structures should be notified,and the existing conditions of the structures should be documented with photographs and survey (if deemed necessary).Compaction should cease if deemed detrimental to adjacent structures,and Ellis&Associates, Inc. should be contacted immediately. We recommend the vibratory roller remain a minimum of 50 feet from existing structures.Within this zone,use of a track-mounted bulldozer,or a vibratory roller operating in the static mode, is recommended. 6.5 Structural Backfill and Fill Soils Structural backfill or fill required for the project should be placed in loose lifts not exceeding 12 inches in thickness when compacted by the use of the above described vibratory drum roller.The lift thickness should be reduced to 8 inches if the roller operates in the static mode or if track-mounted compaction equipment is used. If hand-held compaction equipment is used,the lift thickness should be further reduced to 6 inches. Structural fill is defined as a non-plastic, inorganic, granular soil having less than 10 percent material passing the No.200 mesh sieve and containing less than 4 percent organic material.The fine sand and fine 35-24768 4 January 9,2016 & Ellis&Associates inc. EsGroup of Companies Morris Pool sand with silt, without roots, as encountered in the boring, are suitable fill materials and, with proper moisture control,should densify using conventional compaction methods. Soils with more than 10 to 12 percent passing the No. 200 sieve will be more difficult to compact, due to their nature to retain soil moisture, and may require drying. Typically, fill material should exhibit moisture contents within ±2 percentage points of the modified Proctor optimum moisture content (ASTM D 1557) during the compaction operations. Compaction should continue until densities of at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557) have been achieved within each lift of the compacted structural fill. 6.6 ACIP Pile Construction Recommendations 6.1.1 Construction Techniques ACIP piles should be formed by rotating a continuous,hollow-flight auger to the desired pile tip elevation followed by slow withdrawal of the auger while pumping a mortar grout under pressure through the auger. The pressure of the pumped mortar grout at the auger tip or injection point should be sufficient to(1)fill the pile shaft created by the augering process and withdrawal,(2)prevent"necking"or shaft area reductions due to lateral inward squeezing of any adjacent soft soils,and(3)cause an outward flow of mortar into the adjacent soils.A pressure head within the hollow auger stem equivalent to approximately 10 feet of grout above the adjacent ground surface should be maintained to help verify that a proper grout pressure exists at the injection point.A sudden drop in the sustained pressure head often indicates that a soft zone or void has been encountered and therefore continued mortar injection at this level should be performed until the pressure head has been re-established. Pre-augering and withdrawal of the auger before concreting may result in a reduction of the in-place shear strength characteristics of the adjacent soils and this may require additional pile embedment upon re-augering and concreting.We recommend a reputable contractor,with at least 5 years of experience, install the ACIP piles. 6.6.2 Installation Sequences Construction of ACIP piles located within six pile diameters,center-to-center,should not be performed until the adjacent pile has achieved its initial set, which typically occurs approximately 24 hours after pile construction.This time delay allows the"green" cement grout in the adjacent recently constructed pile to harden, and reduces the potential for loss of grout into the adjacent pile during the augering process. 6.6.3 Steel Placement If lateral loads or uplift will be exerted on the piles,steel reinforcement will be required within the piles. Information contained on the Pool Plan and Details drawing indicates that steel reinforcement has been incorporated into the ACIP pile design. After augering to the desired pile tip level and the auger removed, the steel reinforcement can be statically pushed into recently concreted piles (i.e.,while the grout is still "green"). Typically, up to approximately 10 to 20 feet of steel rebar can be placed by this method. The alignment and concrete cover of the rebar, when placed by this method, can vary. Accordingly, it is recommended that centralizers be placed every 5 feet to ensure proper concrete coverage. 7.0 QUALITY CONTROL TESTING Ellis&Associates,Inc.should be retained to perform the construction materials testing and observations required for this project,to verify that our recommendations have been satisfied. We are the most qualified to address problems that may arise during construction, since we are familiar with the intent of our engineering design. We recommend that our firm be provided the opportunity to make a general review of the foundation plans and the foundation construction and earthwork specifications. If necessary, we will suggest any 35-24768 5 January 9,2016 EA Ellis&Associates enc. rsGroup of Companies Morris Pool modifications that may be required in order to verify that our recommendations have been properly interpreted and implemented. 7.1 ACIP Piles The quality of the pile foundation is dependent upon the skill, experience, and techniques used by the foundation contractor. Since the piles are not visible or accessible for direct inspection after construction, and since problems during installation are not as evident and easily observed as with driven piles, we recommend that a geotechnical engineer,or his/her representative,observe and monitor the auger-grouted concrete pile installations. His/her duties should consist of,but not be limited to, the following: 1. Verify that the piles are augered to the design tip bearing level. 2. Monitor the auger withdrawal rate and grouting operations to help verify that a sufficient mortar grout pressure head is maintained above the injection point during construction. 3. Confirm that the grout pumping equipment is operating satisfactorily throughout the construction process. 4. Record the volume of mortar grout required to construct the pile. 5. Obtain samples of the fluid grout mixture for slump testing and for molding of test cylinders for strength verification of the hardened grout. 6. Monitor the installation of steel reinforcement to verify that the size, length, configuration, and placement of the steel are in compliance with the job specifications. 7.2 Compacted Fill/Backfill A representative number of field in-place density tests should be made in the upper 2 feet of compacted natural soils and in each lift of compacted backfill and fill. Density tests are recommended to verify that satisfactory compaction operations have been performed.We recommend density testing be performed at one location for every 1,000 square feet of pool area. 8.0 REPORT LIMITATIONS Our geotechnical exploration has been performed, our findings obtained, and our recommendations prepared,in accordance with generally accepted geotechnical engineering principles and practices.Ellis& Associates, Inc. is not responsible for any independent conclusions, interpretation, opinions, or recommendations made by others based on the data contained in this report. Our scope of services was intended to evaluate the soil conditions within the zone of soil influenced by the foundation system. Our scope of services does not address geologic conditions,such as sinkholes or soil conditions existing below the depth of the soil borings. This report does not reflect any variations that may occur way from the soil boring.The discovery of any site or subsurface condition during construction that deviates from the data obtained during this geotechnical exploration should be reported to us for our evaluation.Also,in the event of any change to the assumed structural conditions or the location of the pool structure,please contact us so that we can review our recommendations. We recommend that we be provided the opportunity to review the final foundation plans and earthwork specifications to verify that our recommendations have been properly interpreted and implemented. 35-24768 6 January 9,2016 FIGURES K • a ` Cn ao n: zi \\it � sl pliattiliii.. .. ... .. ... I..t -c..) D \.:•,) ..' .i '0 Sr, ♦ - . / 'r'" c? a Approximate Site Location Iv- i 7 t. 0 \t, P- 1 1 th Si <_ Atlantic Beach. • )`lazaf:-1 . w PO Si , s N CD to o z O �b 2 . clin -, — 30S1 v P. al J 3 0l; i�a., Atlantic Blvd • t IL 1 d 2 t �� A 1 G- R. W —► a • Neptune Bea . u-,.. ? IV .,. Eg,ii Ellis &Associates lac. Site Location Plan � ��` s Group of Companies Morris Pool a Geotechnical•Construction Materials■Environmental•Facilities Atlantic Beach,Florida %. i� N 7064 Davis Creek Road, Jacksonville,FL 32256 (y) p:(904)880-0960 & (800)273-0960 / f:(904)880-0970 co Offices:Jacksonville,FL•Daytona,FL •Brunswick.GA a www.ellis@ellisassoc.com Date:01/06/17 Project No.: 35-24768 Figure 1 -'_ V C7 LL N N - - .. .. • O (451 1 _ C7 ` . • (6 0 6 (D ��8�34^E 49.97' _ — - - o 1/4 a 1- N U co 7--• 000IC}5 PAGE 598 ._• . _-• O H .. Lu le o 1 AST MOuNOuti I InE AS 11,421-AIL _ �4- 6.. - - c (6 O _1j._�__.. -ll`~ . 1Jf1' a695it CI Q d SOO •Y.-7.-:.-•••• (((��' -1S ` 111 ^' — _ _I it I 4 F ! ( o I_ I i--__�}'µ,,,,, - 4'--'---- 1 ter--rte- «. _1_ . _k_.---t----- I 73 Sl4"i"t//- Y rxe IAO' , i \ ‘ ' ,., I. � e ' _ . kJ' ,a. w4'., .. 1 1 ' A • A 4ti ° S `� 11av ��Y x 's ri fA a 11 }{rII1 F.4. 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Q O; `o a VENUE 0 BEACH �A pAK_Oi a C W s ml YE •X O N d c a_,D as e 89L4Z-S£-SVf APPENDIX A SOIL BORING LOGS FIELD EXPLORATION PROCEDURES KEY TO SOIL CLASSIFICATION Eli' EIbs&Associates . 61 oup Ui (.uf i Ipdi1l& Project No.: 35-24768 Boring No.: B1 LOG OF BORING Sheet 1 of 2 Project: Morris Pool Client: Bosco Building Contractors, Inc. Drill Rig: Portable Driller: D.Francis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 10 ft Time: Drilling Date: 12/22/16 Boring Begun: 12/22/16 Boring Completed: 12/22/16 v SHEAR STRENGTH Let! z z z W t La r— (ksf) O Z Pocket Penerometer Z W n}' 0 Q y ,j Undisturbed Sample LL F- G'— <W V Cl)z J Pocket Penetrometer lL W W Ore C.N Disturbed Sample _10. = DESCRIPTION a W F-o y g ov o To vane H a CO z� zN QJ U a a + a • Unconfined Compression Cl)aJO Z c W z 0 CO 'Mama!Compression CO a a (%) 0 10 20 30 40 0 1 2 — Topsoil MI I 1 — VERY LOOSE to VERY DENSE Light Gray2 - Brown Fine SAND(SP) 2 4 2 2 — • • I 2 1 - - I 3 — 5 • 1 1 2 1 I 4 1 2 3 _ 2 2 5 3 3 6 29 6 _ 32 - - — 15 29 61 m — — 1- — — DENSE Gray Brown Fine SAND(SP) o _ w — 11 a U N — _ . 20 33 - - m - — W — _ - - o C — 0 816 0 25 17 33 m o Remarks t, 0 J sti Ellis&Associates Inc. ML)iOUp 01 Companies Project No.: 35-24768 . Boring No.: 131 LOG OF BORING Sheet 2 of 2 Project: Morris Pool Client: Bosco Building Contractors,Inc. Drill Rig: Portable Driller: D.Francis Boring Location: See Field Exploration Plan Drill Rod: AWJ Drill Mud: Super Gel-X Casing Size: Length of Casing: Groundwater Depth: 10 ft Time: Drilling Date: 12/22/16 Boring Begun: 12/22/16 Boring Completed: 12/22/16 I.> 0 SHEAR STRENGTH F_ 'Li (ksf) O W Ill 4. ce J N> o fes„W 2 PocketniPenetrometer ed Sampler W • W CD Q'a Q- o rn Z J Pocket Penetrometer -I ± J DESCRIPTION a A O W Q.G I- 0 0 p Disturbed Sample a I— a > z~ z N N v > ♦ Torvane NQ O Z U U a p + _ • Unconfined Compression Cl) CO ce W Z 0 Q ® Triapal Compression /J a n, (%) 0 10 20 30 40 0 1 2 - 25 _ DENSE Gray Brown Fine SAND(SP)(Continued) - - - - MEDIUM DENSE to DENSE Gray Fine SAND - - With Shell Fragments(SP) - - • l7 9 - . 21 30 22 43 - 16 - - 10 19 35 . 27 46 - 8 - - 11 - 12 40 18 30 - - MEDIUM DENSE to LOOSE Gray Fine SAND o, - - With Silt and Shell Fragments(SP-SM) - - - - 0 _ ut I. 15 - - W _ a 12 18 - - N- 45 - o 8 26 - - co co m — — _ J - - W - - - - 0. (9. - — r v - ,`, 3 13 — 11 3 R -111:1 2 5 m 50 Boring Temunated @ 50 ft. o Remarks 0 0 J EIIis&Associates FIELD EXPLORATION PROCEDURES Standard Penetration Test(SPT) Borings The Standard Penetration Test (SPT) borings were made in general accordance with the latest revision of ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils". The borings were advanced by rotary (or"wash-n-chop") drilling techniques. At 2 '/2 to 5 foot intervals, a split-barrel sampler inserted to the borehole bottom and driven 18 inches into the soil using a 140 pound hammer falling on the average 30 inches per hammer blow. The number of hammer blows for the final 12 inches of penetration is termed the"penetration resistance, blow count, or N-value". This value is an index to several in-place geotechnical properties of the material tested, such as relative density and Young's Modulus. After driving the sampler 18 inches (or less if in hard rock-like material), the sampler was retrieved from the borehole and representative samples of the material within the split-barrel were containerized and sealed. After completing the drilling operations, the samples for each boring were transported to our laboratory where they were examined by our engineer in order to verify the driller's field classification. The retrieved samples will be kept in our facility for a period of six (6) months unless directed otherwise. EA Ellis&AssociatesInc. KEY TO SOIL CLASSIFICATION Description of Compactness or Consistency in Relation To Standard Penetration Resistance Granular Materials Silts and Clays Relative Safety Hammer Automatic Hammer Safety Hammer Automatic Density SPT N-Value SPT N-Value Consistency SPT N-Value Hammer SPT N- (Blow/Foot) (Blow/Foot) (Blow/Foot) Value(Blow/Foot) Very Loose Less than 4 Less than 3 Very Soft Less than 2 Less than 1 Loose 4- 10 3-8 Soft 2-4 1 -3 Firm 4-8 3-6 Medium Dense 10—30 8—24 Stiff 8-15 6-12 Dense 30—50 24—40 Very Stiff 15—30 12—24 Very Dense Greater than 50 Greater than 40 Hard Greater than 30 Greater than 24 DESCRIPTION OF SOIL COMPOSITION** (Unified Soil Classification System) Group LABORATORY CLASSIFICATION CRITERIA MAJOR DIVISION Symbol FINER THAN SUPPLEMENTARY SOIL DESCRIPTION 200 SIEVE% REQUIREMENTS GW <5* D60./D10 greater than 4 D�oz/(Do x D,o)between 1 &3 Well graded gravels,sandy gravels Gravelly soils _ _ (over half of Not meeting above gradation Gap graded or uniform gravels,sandy - coarse fraction GP <5* for GW gravels Coarse larger than grained No.4) GM >12* PI less than 4 or below A-line Silty gravels,silty sandy gravels (over 50% GC >12* PI over 7 above A-line Clayey gravels,clayey sandy gravels - by weight coarser D6o/D10 greater than 6 than No. SW <5* 0302/(060 x D,o)between 1 &3 Well graded sands,gravelly sands 200 sieve) Sandy soils(over half of coarse SP <5* Not meeting above gradation Gap graded or uniform sands,gravelly fraction finer than requirements sands No 4) SM >12* PI less than 4 or below A-line Silty sands,silty gravelly sands SC >12* PI over 7 and above A-line Clayey sands,clayey gravelly sands Low ML Plasticity chart Silts,very fine sands silty or clayey fine sands,micaceous silts Fine compressibility (liquid limit less CL Plasticity chart Low plasticity clays,sandy or silty clays ▪ grained (over 50% than 50) OL Plasticity chart,organic odor or color Organic silts and clays of low plasticity • by weight finer than Micaceous silts,diatomaceous silts, No.200 High MH Plasticity chart volcanic ash sieve) compressibility (liquid limit more CH Plasticity chart Highly plastic clays and sandy clays than 50) OH Plasticity chart,organic odor or color Organic silts and clays of high plasticity Soils with fibrous organic matter PT Fibrous organic matter;will char,burn or glow Peat,sandy peats,and clayey peat * For soils having 5 to 12 percent passing the No.200 sieve,use a dual symbol such as SP-SM. **Standard Classification of Soils for Engineering Purposes(ASTM D 2487) SAND/GRAVEL DESCRIPTION SILT/CLAY DESCRIPTION MODIFIERS ORGANIC MATERIAL MODIFIERS MODIFIERS Modifier Sand/Gravel Modifier Organic Content Modifier Silt/Clay Content Content Trace 1%to 2% Trace <5% Trace <15% Few 2%to 4% With 5%to12% With 15%to 29% Some 4%to 8% Silty/Clayey 13%to 35% Sandy/Gravelly >29% Many >8% Very >35% ioi m 1 IP Y .6.4 __ 1,4 b p i' ig deli aa ,i 3f1N3Ad H4'd38 11 I 0111VA' 11 fin-- �•' '7�;� 1 4 1 I 'a '..---Pl""•i I$etiv.11 , 99 V ' i I --s,- rn� ica ', .ivir, ,, VE-31E3 'x; 1 i \ ,, \ , \ 1.,, . -...-:, ,1 , _ \ werit_ ,1 t / , \ O I L'y 11 Y 1 - .. .Ia..- § ,I1 ,�,t 1 I I\I '. _ J _ 'v a 1 N ` ` ,6 %W 1%'-'• •E %a 111 1 1\ Ii I1 1 �,rt `I 1 11 Q Al 1 ` - iil, i, i o, , i t`t IS ' 1 1 I -T1 '---- 11-1 {� 1 O 7.1 1 r --Nitr+� e N ---1--� 1*.---1:1. i4` t9 `� 11 1 , d I \ \ p // 41. 11 11 , 11 1 O - -- —L '.L _._..,,—,2- ,oac iw w a ------------ .Z1 aAl r' - --- -- - - _ _ ��,icsdo- O v ,cn k----oy pvd iY a0a tV1N Tun,-S✓ pi g Tii-6:67,271 — +vxa I .Z7 % /i i_-1,_,r_ti '4;:47--.21_ ---.--1_. 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