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PL-19-2614to Iq No 114 i Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 1225 NE 93RD ST, Miami Shores, FL 33138 Contacts Ise Date. 11/01/2019 Parcel Number 1132050270030 Permit tuo.::FL-10-19=2tl{4 Permit Type: Plumbing - Work Classiflci Permit•Stotus: Approve Expiration: 04/29/2020 MARK & DARLENE HUTCHINSON ' Owner A AARON SUPER ROOTER Contractor 1225 NE 93 ST, MIAMI SHORES, FL 33138 JOHN TUFFY Other: 9544459705 6022 SW 35 CT, MIRAMAR, FL 33023 Business: 3059448886 mjulie37@aol.com Inspection Requests: Description: replace septic tank & drainfield LValuation: $ 8,500.00 305462-4949 q Feet: 0.00 Fees Amount Payments Date Paid Amt Paid 100% Permit Renewal Fee $300.00 Total Fees $300.00 Check # 9161 11/01/2019 $300.00 Total: $300.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications. submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. AFFIDAVI7: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws -onstru,qtjdn and zoning. Futhermore, I authorize the above named contractor to do the work stated. ature: Owner / Applicant / Contractor / Agent Date 01, 2019 Page 2 of 2 ENTERED Miami Shores Village - OCT 31 2019 Building Department 610z 10 100 BY: _ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 \/a��a ^ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LIfUE PHONE NUMBER: (305) 762 4949'"< +� .�'"�"✓�`" " �"'' ` w ti r *r'�. . f,,L!N \` �b�����`i uA�;'., ,{i.,�. aat` ,.t , i •' yF ;k,. �:'r.iu I•����0 �� 1 I 1 QIQll.•!t BUILDINGS„'` .1. �.,� .s<a. J,�S Master,PePLO r�n`it No 14 a.a� -' R•�'wi�w�'r•r1r'.ly�• wP,:%*.'..-a,I!v\. a. •t.'y. .r....,�,,,,. PERMIT APPLICATION sub Permit No. BUILDING F-1 ELECTRIC 0 ROOFING Ej REVISION 0 EXTENSION RENEWAL ]PLUMBING F-1 MECHANICAL PUBLIC WORKS 0 CHANGE OF CANCELLATION SHOP �^ CONTRACTOR DRAWINGS JOB ADDRESS: I Z-2! Q L— 01 T City: Miami Shores County: Miami Dade Zip: 3 (S Folio/Parcel#: 11 — 3 2—(?,5 "o 2� ” 0030 Is the Building Historically Designated: Yes NO Occupancy Type: Load: M Construction Type: Flood Zone: BFF-,E: FFE: OWNER: Name (Fee Simple Titleholder): ('ya I Pfid�le�f Address: 122�3 NEIO q?)Sr / City: AAJa m� ) ��'1• W State: Zip: �!3 Tenant/Lessee Name: - Phone#: Email: �o� �},, p�^� CONTRACTOR: Company Name: R f �Lr` n &-PF— go" Al Phone#: ot �u -U"" 6 Address: 3S CT y City: I State: 1 y Zip: Qualifier Name: -T\)5A Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: ®® Value of Work for this Permit: $ Vf Square/Linear Footage of Work: '30 0 Type of Work: ❑ Addition ❑ Alteration ❑ New [\7 Repair/Replace ❑ Demolition Description of Work: I G °1 Y -C, 1 e f Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ b, CA (Revised 02/24/2014) Bonding Company's Name (if applicable) - Bonding Company's Address V P City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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 all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to att ment. Also, a certified copy of the recorded notice of cgRlmencement must be posted at the job site for the first inspection whic curs seven (7) days after the building permit is issue ./ n the absence of such posted notice, the inspection will not be appr9lVelf and a reinspection fee will be charged. Sign ENT The foregoing' strumentW acknowledged before me this ay of OS"r 20 19 by (A(01- 4V4-()N0r150n . who is personally known to me or who has produced iF",A tb as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR The foregoing instrument was acknowledged before me this 31 day of ACA120 17 by 00 H la 15,4 who is personally known to me or who has produced (n as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: Notary Public Stave of Fbr4a Seal Teyana Solomon My Corneissxm GG 268641 ave Expires 10/17/2022 APPROVED BY' IG�/� Plans Examiner _ t Structural Review (Revised02/24/2014) �V+r NotaryaPubNc Stale of Flonda Teyana Solomon +� My Con"ssion GG 268641 Expires 10117(2022 ***** Zoning Clerk STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS Repair APPLICANT: Mark & Darlene Hutchinson PROPERTY ADDRESS: 1225 NE 93 St Miami, FL 33138 LOT: 14 BLOCK: 1 SUBDIVISION PROPERTY ID #: 11-3205-027-0030 PERMIT #:.I 3 -SC -1 842170 APPLICATION # : AP 1341172 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR1116228 Bay Lure [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD NEW Septic TANK CAPACITY A [ 0 ] GALLONS / GPD CAPACITY N [ 0 ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 300 ] SQUARE FEET NEW DF IN TRENCH CON SYSTEM R [ 0 ] SQUARE FEET SYSTEM A TYPE SYSTEM: [X] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [X] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: FFE 8.13' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 28.50][ INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 55.50][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 0.00] INCHES EXCAVATION REQUIRED: [ 39.00] INCHES 0 T H E R THIS PERMIT HAS BEEN EXTENDED FOR AN ADDITIONAL 90 DAYS TO EXPIRE ON 11/15/2018. Original permit issued by Loanis Gonzalez. 1.- Install a 1050 gal. septic tank with an approved filter 2.- The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E -6.013(3)(f) FAC. 3.- Install 300 sf. of drainfield in .TRENCH... configuration. 4.- Install 12" of slightly limited soil at the bottom of the drainfield. (Comments Continued on Page 2.) SPECIFICATIONS BY: Teresa J Solomon TITLE: Master Septic Tank Contractor APPROVED BY: TITLE: Engineer Supervisor III Astra V E war s DATE ISSUED: 05/09/2018 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Dade CHD EXPIRATION DATE: 08/07/2018 v 1.1.4 AP1341172 SE1076559 Page 1 of 3 DOCUMENT # PR1116228 5.- Perimeter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed or trench. 6.- Invert elevation of drainfield to be no less than 4.00' NGVD 7.- Bottom of drainfield elevation to be no less than 3.50' NGVD 8.- This permit includes the abandonment of the existing septic tank. THIS PERMIT IS NOT FOR ANY ADDITIONS. The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 400 gpd. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E -6.013(3)(f), FAC. Required drainfield area based on rule 64E -6.015(6)(c)2. Install a new drainfield to achieve Drainfield size requirement. 10/31/2019 575471558.jpg https://mail.google.com/mail/u/0/#search/1225/FMfcgxwBWSwcCSLxJ KwndILQCLjXJLSL?projector=1 &message Partld=0.1 1/1 ® �tDIVISION OF Environmental Health et Florida Health Miami -Dade County ON OSTDS[Well Division je 11805 SW 26th Street Miami, FL 33175 Date Address�. ,,�i.� ���._� =��e. OS'FDS #_�'�—�� Comments: 5/17/2018 Property Search Application - Miami -Dade County PROPERTY APPRAISER ]C i in"' F to, I � U �i Summary Report Property Information Folio: 11-3205-027-0030 Property Address: 1225 NE 93 ST Miami Shores, FL 33138-2940 Owner MARK HUTCHINSON DARLENE HUTCHINSON Mailing Address 1225 NE 93 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/1 Floors 1 Living Units 1 Actual Area 3,256 Sq.Ft Living Area 2,310 Sq.Ft Adjusted Area 2,661 Sq.Ft Lot Size 9,825 Sq.Ft Year Built 1957 Assessment Information Year 2017 2016 2015 Land Value $353,702 $329,361 $299,696 Building Value $192,347 $192,611 $192,876 XF Value $0 $0 $0 Market Value $546,049 $521,972 $492,572 Assessed Value $244,264 $239,240 $237,577 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $301,785 $282,732 $254,995 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description BAY LURE PB 44-63 E50FT LOT 3 & W25FT OF LOT 4 BLK 1 LOT SIZE 75.000 X 131 Generated On : 5/17/2018 Taxable Value Information Previous Price OR Book- Qualification Description 20171 20161 2015 County 10/27/2017 $635,000 Exemption Value$50,000 Qual by exam of deed $50,000 $50,000 Taxable Value 1 $194,264 $189,240 $187,577 School Board consideration 05/24/2017 $615,000 Exemption Value $25,000 $25,000 $25,000 Taxable Value $219,264 $214,240 $212,577 City consideration Exemption Value $50,000 $50,000 $50,000 Taxable Value $194,264 $189,240 $187,577 Regional Value $50,000$50,000$50,000 [Exemption able Value $194,264 $189,2407$$187,577 Sales Information Previous Price OR Book- Qualification Description Sale Page 10/27/2017 $635,000 30745-4540 Qual by exam of deed 09/27/2017 $100 30699-1035 Corrective, tax or QCD; min consideration 05/24/2017 $615,000 30550-2475 Qual by exam of deed 08/21/2015 $100 29833-2076 Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version A'l-Ij .,a. ii U-IMNAIS P-JP6 "B'N- 177 4 1 -7 bl co L, 017 T 910-1 P-Lcl CIOZlOI LlOI / oa.,.j -'),j T 1/�/ 2-%j -A Ift -A x0sv -4 ...... . ............... ..... * . ..... - .. .................. .......... ....... .. ... ..... I ..... .......... .................. ............................ ............ - - ........ ..... I....-.*--*--. . ...................... . ............... .......... -- . ............. 0�',77,,99N (91-00 M31A AVE? S3,VO14S IPVV'ky Rol L I AM :0 :00 • :0 000 0 03AI3338 'or"o TN c- M m > TEC��) Z 0 z 0 m 0 z 0 m > -rj o < - m ('G'l ON) A VM>18vd '91 00'099 . 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IIIIIIIIIIIII&WIMa _ loso 1 Site Plan submitted y: Plan Approved Not Approved Date County Health Department By ALL CHANGE UST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 2 of 4 (Stock Number: 5744-002-4015-6) ~v % .. . . STATE OF FLORIDA • ••• ' DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND, DZOFOSAI. SYSTEM : : % • ': PERMIT #: 13 -SC -1 842170 APPLICATION #: AP1341172 DATE PAID: ••• • • FEE PAID• •' ' : •'• RECEIPT #: • "' ' DOCUMENT #: PR1116228 .. • . . • . • • . . . OSTDS Repair CONSTRUCTION PERMIT FOR: ' ' ' ' ' ' • • • • • • • APPLICANT:• • . • • • • • • Mark& Darlene Hutchinson •. 0 0 0 0 0 ... .. PROPERTY ADDRESS: 1225 NE 93 St Miami, FL 33138 LOT: 3 4 BLOCK: 1 SUBDIVISION: Bay Lure PROPERTY ID #: 11-3205-027-0030 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 361.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD NEW Septic TANK CAPACITY A [ 0 ] GALLONS / GPD CAPACITY N [ 0 ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY I ]GALLONS U ]DOSES PER 24 HRS #Pumps [ D [ 300 ] SQUARE FEET NEW DF IN TRENCH CON SYSTEM R [ 0 ] SQUARE FEET SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ) MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: FFE 8.13' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 28.50][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE 155.50][ INCHES FT ][ABOVE)BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 0.00 INCHES EXCAVATION REQUIRED: [ 39.001 INCHES 1.- Install a 1050 gal. septic tank with an approved filter 0 2: The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance T with s. 64E -6.013(32(f) FAC. H 3: Install 300 sf. of drainfield in .TRENCH... configuration. 4: Install 12" of slightly limited soil at the bottom of the drainfield. E 5: Perimeter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed or trench. R (Comments Continued on Page 2.) SPECIFICATIONS BY: Teresa J TITLE: Master Septic Tank Contractor APPROVED BY: -- --- TITLE: Engineering Specialist II Dade CHD Loanis X Gonza 'a DATE ISSUED: 05/09/2018 EXPIRATION DATE: 08/07/2018 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1341172 SE1076559 iments continued on Page 2 ) . . ... . . . ... • • pOCFMNT 11: PR1116228 ••• . . .. . . . . . . Invert elevation of drainfield to be no less than 4.00' NGVD . • • .' . : • . . • • Bottom of drainfield elevation to be no less than 3.50' NGVD •. : •: :. • •. This permit includes the abandonment of the existing septic tank • • • • • • • IS PERMIT IS NOT FOR ANY ADDITIONS. The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of 400 gpd. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(0, FAC. Required drainfield area based on rule 64E -6.015(6)(c)2. Install a new drainfield to achieve Drainfield size requirement. • ... ... . . . . . . . . . . STATE OF FLORIDA • • • •" ' ' • DEPARTMENT OF HEALTH • ' '•e ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM•SPSGIFICATIAN • • • . • .• . .• • . • • % • • • . • • APPLICANT: Mark & Darlene Hutchinson APPLICATION # AP1341172 PERMIT # 13—SC-1842170 DOCUMENT # SE1076559 CONTRACTOR / AGENT: Statewide • • • • • • • • • • • • LOT: 34 BLO& i 1 • i � • • V • • SUBDIVISION: Bay Lure ID#: 11-3205-027-0030 TO BE CC14PLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: IXIYES [ ]NO NET USABLE AREA AVAILABLE: 0.23 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [RESIDENCES-TABLEI / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 575.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 450.00 SQFT UNOBSTRUCTED AREA REQUIRED: 450.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: FFE 8.13 ELEVATION OF PROPOSED SYSTEM SITE 28.50 [ / FT I [ ABOVE /I BELOW'] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 0 FT DITCHES/SWALES: 0 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: 0 FT LIMITED USE: 0 FT PRIVATE: 0 FT NON -POTABLE: 0 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 48 FT SITE SUBJECT TO FREQUENT FLOODING? I ]YES [X]NO 10 YEAR FLOODING? [ ]YES [XINOI 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL /FN -=--13 SITE ELEVATION: 5.75 FT [ MSL / NGVD CAT►_ DDAWTT.V TV%1ADMATTAN.ATTA: 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES: Munsell #/Color Urban land Texture Depth 1 OYR 5/1 Sand 0 To 44 REFUSAL Oolitic Limestone 44 To 44 USDA SOIL SERIES: Urban land Munsell #/Color Texture Depth 10YR 5/1 Sand 0 To 38 REFUSAL Oolitic Limestone 38 To 38 OBSERVED WATER TABLE: INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT I ESTIMATED WET SEASON WATER TABLE ELEVATION: 33 INCHES [ ABOVE / BELOW) EXISTING GRADE HIGH WATER TABLE VEGETATION: I ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Replacement 4-FS/0.80 DEPTH OF EXCAVATION: 39 INCHES DRAINFIELD CONFIGURATION: [X] TRENCH [ ] BED I ] OTHER (SPECIFY) - REMARKS/ADDITIONAL CRITERIA SITE EVALUATED BY: DATE: 04/24/2018 Solomon, Teresa (Title: Master Septic Tank Contractor) (Statewide Septic Connectlo DH 4015, 08/09 (Obsoletes previous editions which may not be used) incorporated: 64E-6.001, FAC Page 3 of 4 AP1341172 EID1842170 v 1.0.2 • • • • • • • • • • • • ••• • • • • ••• •; ••• • ••• • • STATE OF FLORIDA ; :. • ': •' '•'PERMIT. DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTIM ' SITE EVALUATION AND SYSTEM SPECIFICATIONS .. • • . •. •.. •. ... ./...... LOT:` BLOCK: SUBDIVISION: W i^� PROPERTY ID [1. 11-3zn 0S'Q-7- f O—N [Section/Township/Paraol No. or Tax ID Number] -I 7-72,S H(5' q3 &;- `S-:�139 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: `i FT DITCHES/SWALES: ,FT NORMALLY WET? [ ] YES ] NO WELLS: PUBLIC: N4 FT LIMITJDfUSE: � FT PRIVITEy FT NON -POTABLE: yr BUILDING FOUNDATIONS: FT PROPERTY LINES: Lj FT POTABLE WATER LI'NE�S�: FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES NO 10 YEAR FLOODING* I 1 ,4mS NO 10 YEAR FLOOD ELEVATION FOR SITE: Ft.MS�LINGVD SITE ELEVATION: iiTT HSL/NGVD T. SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATIONSITE 2 MUNSELL N COLOR TEXTURS DEPTH r� ((� TO iceWnJ.— TOG TO TO TO TO SO USDA SOIL SERIES: tjV Gn Q MUNSELL /COLOR TEXTURE DEPTH t0 r GI i TO TO G 1'O TO TO TO TO � TO USDA SOIL SERIES: r n I Q -n OBSERVED WATER TABLE: l� INCHES [ABOVE / B STING GRADE. T RCHED / PARE ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE XXISTIN E HIGH WATER TABLE VEGETATION: [ ] YES [ NO MOTTLING: ( ] YES [xj N, DEPTH: INCHES p � 1 (jam/ SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: TG bit \ DEPTH OF EXCAVATION: 27 INCHES DRAINFIELD CONFIGURATION: [�] TRENCH [ ] BED [ ] OTHER (SPECIFY) _ !. P7 S Vfin' REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: e M DH 4015, 08/09 (Obsolete• previous editions which may not be used) Incorporated: 84E-8.001, FAC Paige 3 Of 4 PROPERTY SIZE CONFORMS TO SITE PLAN: [/v YES [ ] NO NET USABLE AREA AVAILABLE: .2-3 ACRES TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAYTABLE 1/OTHER-TABLE21 AUTHORIZED SEWAGE FLAW: UNOBSTRUCTED AREA AVAILABLE: O GALLONS SQFT PER DAY 0 GPD/ACRE OR UNOBYSUCTED AREA REQUIRED: j SQFT H=f: 8, I� BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS 79, [ S/FTj [ABOVE, -EL BENCHMARK/RE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: `i FT DITCHES/SWALES: ,FT NORMALLY WET? [ ] YES ] NO WELLS: PUBLIC: N4 FT LIMITJDfUSE: � FT PRIVITEy FT NON -POTABLE: yr BUILDING FOUNDATIONS: FT PROPERTY LINES: Lj FT POTABLE WATER LI'NE�S�: FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES NO 10 YEAR FLOODING* I 1 ,4mS NO 10 YEAR FLOOD ELEVATION FOR SITE: Ft.MS�LINGVD SITE ELEVATION: iiTT HSL/NGVD T. SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATIONSITE 2 MUNSELL N COLOR TEXTURS DEPTH r� ((� TO iceWnJ.— TOG TO TO TO TO SO USDA SOIL SERIES: tjV Gn Q MUNSELL /COLOR TEXTURE DEPTH t0 r GI i TO TO G 1'O TO TO TO TO � TO USDA SOIL SERIES: r n I Q -n OBSERVED WATER TABLE: l� INCHES [ABOVE / B STING GRADE. T RCHED / PARE ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE XXISTIN E HIGH WATER TABLE VEGETATION: [ ] YES [ NO MOTTLING: ( ] YES [xj N, DEPTH: INCHES p � 1 (jam/ SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: TG bit \ DEPTH OF EXCAVATION: 27 INCHES DRAINFIELD CONFIGURATION: [�] TRENCH [ ] BED [ ] OTHER (SPECIFY) _ !. P7 S Vfin' REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: e M DH 4015, 08/09 (Obsolete• previous editions which may not be used) Incorporated: 84E-8.001, FAC Paige 3 Of 4 I i i,a S APPLICANT: C)n � ����V \* � � w, •• • • • •• ••• •• CONTRACTOR / AGENT: ��� C • ••• • • • • •• • LOT: 4 BLOCK: I SUBDIV: • f,a Wl�j• ••• •• "34- ID#: I� ,3ZoS` 027- 22Y r,�C 93 5-f`33t3g oo�o CGS TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC TANK CONTRACTOR OR OTHER CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOCUMENTS. COMPLETE ALL APPLICABLE ITEMS. COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE CERTIFIED. EXISTING TANK INFORMATION [ OSO ] GALLONS 9i T 'T K/GPD ATU LEGEND: MATERIAL: e- nL eje BAFFLED:[Y / [ ] GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: BAFFLED:[Y / N] [ ]'GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: j ] GALLONS DOSING TANK LEGEND: MATERIAL: # PUMPS:[ ] . . •.. . . . ... . . . . . . . . . • . . .•. . . • • ..• STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND •DSSEOSAL 9-JSTEMi EXISTING SYSTEM AND SYSTEM MESA AZIALrIATTAN • PERMIT # I CERTIFY THAT THE LISTED TANKS WERE PUMPED ON / i%V' BY �,& L' 4,N U , HAVE THE VOLUMES SPECIFIED AS DETERMINED BY [ D S / FILLING / LEGEND If ARE FREE OF OBSERVABLE DEF OR hEJ�..,��VE A [ SOLIDS DE DEVICE / OUTLET FILTER DEVICE ] I--D�3'��1LLE�R SI OF LICENSED CONTRACTOR BUSINESS NAME DAT--j��f( EXISTING DRAINFIELD INFORMATION ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES [ J DIMENSIONS: 'io X [ ] SQUARE FEET SYSTEM NO. OF TRENCHES [ ] DIMENSIONS: X TYPE OF SYSTEM: [)C] STANDARD [ ] FILLED [ ] MOUND [ ] CONFIGURATION: [ ) TRENCH [ x] BED [ ] DESIGN: [ x] HEADER [ ] D -BOX[] GRAVITY SYSTEM DOSED SYSTEM 1 ELEVATION OF BOTTOM OF DRAINFIELD IN RELATION 0 EXISTING GRADE INCHES [ ABOVE /`ZEW SYSTEM FAILURE AND REPAIR INFORMATION [,q ] SYSTEM INSTALLATION DATE TYPE OF WASTE [)C] DOMESTIC [ ] COMMERCIAL j ] GPD ESTIMATED SEWAGE FLOW BASED ON [ ] METERED WATER ] TABLE 1, 64E-6, FAC SITE [ ] DRAINAGE STRUCTURES [ ] POOL [ ] PATIO / DECK )< ] PARKING CONDITIONS: [ ] SLOPING PROPERTY [ ] /` NATURE OF [ ] HYDRAULIC OVERLOAD FAILURE: [ ] DRAINAGE / RUN OFF FAILURE [ ] SEWAGE ON GROUND SYMPTOM: [ ] PLUMBING BACKUP [ ] SOILS [ ] MAINTENANCE [ ] ROOTS [ ] WATER TABLE TANK j ] [ ] D BOX/HEADER [XI SYSTEM DAMAGE [ ] [x ] DRAINFIELD REMARKS/ADDITIONAL CRITERIA TCA n F- r? l�n��`� / L �' OP SUBMITTED BY • � - TITLE/LICENSE S 'm0Q1 i2 GZ DH 4015, 08/ bsoletes previous editions which may not be used] Incorporated 64E-6.001, FAC DATE: 74-- /jig Page 4 of 4