HomeMy WebLinkAboutD O H PAPERWORKAPPLICATION #:AP1226825
:i 1 "•, C-4" STATE OF FLORIDA 75NTRk
�(J PERMIT #:5.6-SF-1662113
DEPARTMENT OF HEALTH DOCUMENT #. F11088416
'15 ONS=TE SEWAGE TREATMENT AND DISPOSAL, SYSTEM �+
CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PATD.10/2612016
•ry�o,pt't FEE PAID:6,5.00
RECEIPT #:56-PID-3130433
I _
APPLICANT: Leon & Judith, Resendiz
AGENT[ Telisha Jones ��"AAIhI-�
PROPERTY ADDRESS. 231 Sunrise Dr Fort Pierce FL 34945 @J d Au ��
LOT: 27,28 &29 BLOCK; B ucle County
IUBDIVISION:
I
Tropical Acres In#:
230860100850002
i
CHECKED [XI ITEMS ARE -NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED.
I
TANK INSTALLATION
SETBACKS
[ ] [01]
TANK SIZE [1] 1050.00 [2]
L ]
[271
SURFACE WATER
FT
[ ] [021
TANK MATERIAL Concrete
[ ]
[281
DITCHES 33
FT
[ ] [031
OUTLET DEVICE
[ ]
[291
PRIVATE WELLS 88
FT
[ ] [04]
MULTI -CHAMBERED [ Y N ]
[ ]
[30.1
PUBLIC WELLS
FT
[ ] [051
OUTLET FILTER Polylok.PL-122
[ ]
[31]
IRRIGATION WELLS
FT
[ ] [061
LEGEND 1. 01-011-09DC3 2.
[ ]
[32]
POTABLE WATER 50
FT
[ ] [071
WATERTIGHT
[ ]
[33',]
BUILDING FOUNDATIONS 7
FT
[ ] [08]
LEVEL
[ ]
[34;1
PROPERTY LINES 27
FT
[ ] [09]
DEPTH TO LID
[ ]
[35]
OTHER
FT
DRAINFIELD INSTALLATION
FILLED / MOUND SYSTEM
[ ] [l0]
AREA. [1] 528 [2]
SQFT [ ]
[36]
DRAINFIELD COVER
[ ] [11]
DISTRIBUTION BOX. HEADER
X [ ]
[37]
SHOULDERS
[ ] [12]
NUMBER OF DRAINLINES 1. 4.00 2.
[ ]
[38]
SLOPES
[ ] [131]
DRAINLINE SEPARATION
[ ]
[39:]
STABILIZATION
[ ]1 (141
DRAINLINE SLOPE
[ ] [15]
DEPTH OF COVER
ADDITIONAL INFORMATION
[ ] [16]
ELEVATION [ ABOVE / BELOW ]BM
4.00 [ ]
[40]
UNOBSTRUCTED AREA
[ ] [17].
SYSTEM LOCATION
[ ]
[41]
STORMWATER RUNOFF
[ ] [18]
DOSING PUMPS
[ ]
[42]
ALARMS:
[ ] [19]
AGGREGATE SIZE'
[ ]
[43]
MAINTENANCE AGREEMENT
[ ]I (20]
AGGREGATE EXCESSIVE FINES
[ ]
[441
BUILDING AREA
[ ] [211
AGGREGATE DEPTH
[ ]
[45],
L"OCATION "CONFORMS WITH SITE PLAN
[ ]
t461
FINAL SITE GRADING
FILL
/ EXCAVATION MATERIAL
[ 7
[471
CONTRACTOR David Whiteside (Accurate S
[ ] [22]
FILL AMOUNT
I ]
[48]
OTHER INFILTRATOR Quick4 EQ36 (single
[ ] [231
FILL TEXTURE
[ ] [241
EXCAVATION DEPTH
ABANDONMENT
[ ] [25]
AREA REPLACED
[ ]
[491
TANK PUMPED'
[ ] [261
REPLACEMENT MATERIAL
[ ]
(501
TANK CRUSHED & FILLED
Comments: Comments are on page 2.
CONSTRUCTION [ APPROVED / St. Lucie CHD DATE : 10/26/2016
CONS
DISAPPROVED ] Le�Environmental Speci st11 Brian J Ingram (ENVIRONMENTAL HEALTH)
i
FINAL SYSTEM [ APPROVED / DISAPPROVED ): St. Lucie CHD DATE: 12120/2016
Environmental pec t 11 Brian J Ingram. LTH)
(Explanation of Violations on following page)
DH 4016, 08/09 (Obsoletes all previous editions .which may not be used)
Incorporated: 64E-6.003, FAC Page 2 of 3
EH Database v 1.0.1 AP1226825
EI,D166V 11
RECEIVED DEC 2 7 2016
lp
e.-
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
CONSTRUCTION INSPECTION AND FINAL APPROVAL
APPLicATTON # : AP'1225825
PERMIT a:56-SF-1662:113
DOCUMENT #:F110$8416
DATE PAID,;10/26/2016
'FEE PAID:85,00
RECEIPT #:56-PiD-3130433
The.system is sized for 4 bedrooms with a maximum occupancy -of 8 persons '(2 per bedroom), fora total estimated flow,of 400
gpd. 900 gal tank installed. permit,ca.11ed for 1D50 gal. 4x11=44 chambers.
900 ST replaced with 1050 ST. Violation corrected.
No further violations, system ok to cover. Contractor notified by phone.
Needs final.inspection for mound system. Final system approved. Contractor and building department emailed final approval
DH 401�6,.08/0,9 (Obsoletes all previous editions which may not be used)
Incorporated:'64E=6.003, FAC Page 2 of 3
EH Database v 1,'0.1 AP1226826 'EID1662113
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT
:RMIT FOR: OSTDS New
on & Judith Resendiz
PROPERTY ADDRESS: 231 Sunrise Dr Fort Pierce, FL 34945
LOT: 27,28 &29 BLOCK: B SUBDIVISION: Tropical Acres
PROPERTYIID #: 230860100860002 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
PERMIT #: 56-SF-1662113
APPLICATION #: AP1225825
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1006290
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
381.00651 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.
i
SYSTEM DESIGN AND SPECIFICATIONS
T I 1,050 ] GALLONS / GPD Septic CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ]
D I 56O ] SQUARE FEET SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND [ ]
I CONFIGURATION: [x] TRENCH [ ] BED [ ]
N
F LOCATIO OF BENCHMARK: orange BM nail in disk center of rd center of property
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD TO BE
[ 11.00 ] [INCHES FT ] [ ABOVE j BELOW h BENCHMARK/REFERENCE POINT
[ 4.00 ][INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT
L
D FILL REQUIRED: [33.001 INCHES EXCAVATION REQUIRED: [ ] INCHES
o IThes em is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow
of 400 gpd.
T The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance
H with s.I64E-6.013(3)(f), FAC.
E
R
APPROVED BY:
DATE ISSUED:
DH 40161 08/09
Incorporated:
BY: Brian J Ingram TITLE: Environmental Specialist I
TITLE: Environmental Specialist I CBD
Brian J gram FILE VW
I
02/24/2016 EXPIRATION DATE : 08/24/2017
(Obsoletes all previous editions which may not be used)
64E-6.003, FAC
v 1.1.9 AP1225825 SE986362
Page 1 of 3
NOTICE OF RIGHTS
A party whose substantial interest is affected by this order may petition for an
administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such
proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for
administrative hearing must be in writing and must be received by the Agency Clerk for the
Department, within twenty-one (21) days from the receipt of this order. The address of the
Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The
Agency Clerk's facsimile number is 850-410-1448.
Mediation is not available as an alternative remedy.
I
Your failure to submit a petition for hearing within 21 days from receipt of this order
will constitute a waiver of your right to an administrative hearing, and this order shall become
a 'final order'.
Should this order become a final order, a party who is adversely affected by it is
entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings
are governed by the Florida Rules of Appellate Procedure. Such proceedings may be
commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the
Department of Health and a second copy, accompanied by the filing fees required by law,
with the Court of Appeal in the appropriate District Court. The notice must be filed within 30
days of rendition of the final order.
i
HEALTH
PAYING
RECEIV
PAYMEP
MAIL TO:
FACILITI
PROPER
St. Lucie County Health Department
5150 NW Milner Dr Port Saint Lucie, FL 34983
W PERMIT#:56-SF-1662113 BILL DOC #.56-BID-3024175 CONSTRUCTION APPLICATION #.AP1225825
D FROM: Homecrete Homes AMOUNT PAID: $ 515.00
f FORM: CHECK 22310 PAYMENT DATE: 02/19/2016
Leon & Judith Resendiz
NAME:
Y LOCATION:
Sunrise Dr
t Pierce, FL 34945
27,28 &29 B
Block:
ertvID: 230860100860002
EXPLANATION or DESCRIPTION:
i
-1 - OSTDS Construction Application and Plan Review,New
123 - OSTDS Construction Site Evaluation
126 - O TDS Construction Permit (New or Mod, Amendment)
127 - OSTDS Construction System Inspection
128 - O TDS Construction System Inspection Research Fee
145 - OSTDS Construction Perf Based - Relnspection
-1 - Surcharge (All)
-1 - OSTDS New Permit Surcharge
QUANTITY
FEE
1
$
100.00
1
$
115.00
1
$
55.00
1
$
75.00
1
$
5.00
1
$
50.00
1
$
15.00
1
$
100.00
VanceMH AUDIT CONTROL NO. 56-PID-2893263
i
zt?�Ai St. Lucie County Health Department
5150 NW Milner Dr Port Saint Lucie, FL 34983
HEALTH
PAYING ON: PERMIT#:56-SF-1662113 BILLDOC*56-BID-3024175 CONSTRUCTION APPLICATION #:AP1225825
RECEIVED FROM: Homecrete Homes AMOUNT PAID: $ 515.00
PAYMENT FORM: CHECK 22310 PAYMENT DATE: 02/19/2016
MAIL TO: Leon & Judith Resendiz
FACILITY NAME:
I
PROPEK I LOCATION:
2� (Sunrise Dr
Fort; Pierce, FL 34945
Lot? 27,28 &29 Block: B
230860100860002
Pro pertyID:
EXPLANATION or DESCRIPTION:
QUANTITY
FEE
I
-1 - OSTDS Construction Application and Plan Review,New
1
$
100.00
123 - OSTDS Construction Site Evaluation
1
$
115.00
126 - OSTDS Construction Permit (New or Mod, Amendment)
1
$
55.00
127 - OSTDS Construction System Inspection
1
$
75.00
128 - OS I DS Construction System Inspection Research Fee
1
$
5.00
145 - OSTDS Construction Perf Based - Relnspection
1
$
50.00
-1 - Surcharge (All)
1
$
15.00
-1 - OSTDS New Permit Surcharge
1
$
100.00
RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-2893263
' STATE OF FLORIDA
g DEPARTIONT OF HEARTS
ONSITE SEWAGE TREATMENT AND DISPOSAL
s SYSTEM!
APPLICATION FOR CONSTRUCTION PERMIT
5LICATION FOR:
PERMIT NO.
DATE PAID: _
FEE PAID: (' /L Z Z-3110
RECEIPT #:
New System [ Existing System j ] Holding Tank j ] InnovitlVa
Repair [ ] Abandonment n ^[ ] Temporaxy [ ]
ADDRESS:
G
356�
Lucas � L
TO BE COMPLETED BY APPL-ICXgT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST•BE CONSTRUCTED
BY A PERSON LICENSED PbASUANT.TO 489.105(3)(m) Oft 489.652p FLORIDA STATUTES. IT IS THE
"VP XCANT!S RESPONSIBILITY TO PROVIDE DOCU149NTATION OF THE DATE THE LOT WAS CREATED OR
P TED (1&4/DD/YY) 'IF RtQUESTING CONSiDERATIOW OF StATUfTORY GRANDFATHER PROVISIONS.
PROPERTY INFORMATION f�
- y LOT: 9!ZIBL,OM SOBDIVISION: PLAJ'Z'EDs
PROPERTY ID #: 030 7 6 01009 000 21,• ZONING: I/M OR EQUIVALENT: [ Y / N ]
PROPERTY SIZE: �. ACRES WATER SUPPLt: [ PRIVATE PU$LIC [ ]<=2000GPD [ ]?2000GPD
IS SEWER AVAILABLE AS PER 381.6065, FS?` C Y N DISTANM TO SEWER: / LFT
PROPERTY ADDRESS:
DIRECITIOITS TO PROPERTY: _
INFORMATION
Unit Type of
No Establishment
1
Fr��=
2
3
4
[ ]
SIGN
DR 4
PEP
[Vj RESIDENTIAL [ ] COMMERCIAL
_ No. of . Building Commercial/•Institutional Systeft Design.
Bedrooms Area Soft Table 1, Chapter 64E-6, i'AC
08/09 (Obsoletes previous
rated 64E-6.001, FAC
DATE
tions which may not be used)
Page 1 of 4
STATE OF FLORIDA APPLICATION # AP1225826
DEPARTMENT OF HEALTH PERMIT # 56-SF-1662113
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE986362
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Leon & Judith Resendiz
CONTRACTOR / AGENT: Homecrete Homes
LOT: 27.28 &29 BLOCK: B
SUBD71SION: Tropical Acres ID# : 230860100860002
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.
PROPERTY SIZE CONFORMS TO SITE PLAN: EX ]YES [ ]NO NET USABLE AREA AVAILABLE: 1.04 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIIZED SEWAGE FLOW: 1559.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: orange BM nail in disk center of rd center of property
ELEVATION OF PROPOSED SYSTEM SITE 11.00 [ INCHES / FT ] [ ABOVE / BELOW ]• BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT DITCHES/SW ALES: 15 FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 80 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 25 FT POTABLE WATER LINES: FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES EX ]NO 10 YEAR FLOODING? [ ]YES [X]NO]
10 YEARI FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Pineda sand
Munsell #/Color Texture
Depth
10YR 2H
Sand
0 To 3
10YR 4/1
Sand
3 To 14
10YR 412
Sand
14 To 19
1 OYR 5/2
Sand
19 To 42
10YR 3/3
Sand
42 To 48
1 OYR 4/2
Sandy Clay Loam
48 To 54
HOLE CAVING
Refusal
54 To 72
HIGH Wi
SOIL T)
DRAINFI
REM
WSWTd
Sr Strip)
SB1 and
SITE EV.
DR 4015,
USDA SOIL SERIES:Pineda sand
Munsell #/Color Texture
Depth
10YR 2/1
Sand
0 To 4
10Y 4/1
Sand
4 To 15
10Y 4/2
Sand
15 TO 19
10Y 512
Sand
19 To 42
10YR 313
Sand
42 To 48
10YR 4/2
Sandy Loam
48 To 54
HOLE CAVING
Refusal
54 To 72
WATER TABLE: 16.00 INCHES [ ABOVE /
BELOW
] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
i WET SEASON WATER TABLE ELEVATION., 9
INCHES
[ ABOVE /
BELOW
]
EXISTING GRADE
ER TABLE VEGETATION: [ ]YES [X]NO
MOTTLING:
[X]YES [ ]NO DEPTH:
9.00 INCHES
TURE/LOADING RATE FOR SYSTEM SIZING:
Sand/0.80
DEPTH OF EXCAVATION:
INCHES
0 CONFIGURATION: I ] TRENCH [ ] BED
[ ] OTHER
(SPECIFY)
MS/ADDITIONAL CRITERIA
ermined using USDA WSS and soil borings.
i matrix.10YRS/I and 10YR4/2 stripping in 10YR4/1 matrix 10%
@ 9" in SB1.
32 11 " below SM.
BY: 14-
Ingravrian (Title: Environmental Specialist 1) (ENVIRONMENTAL HEALTH)
08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
i AP1225825 ElD1662113
DATE: 02/23/2016
Page 3 of 4
v 1.0.2
LOT:
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATIONS
.5F / t06 2.11.E
PERMIT #.
f /
p,L/ Vycl i j &JrLN D1 2 AGENT: z .
BLOCK: SUBDIVISION: / /2 /C� / Ag-e-3
ID #: Z30O L04 OF& 000 ;?,,' ([Section/Township/Parcel No. or Tax ID Number]
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINNEERS
MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL_ EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: YES [ ] NO NET USABLE AREA AVAILABLE: 175�0 _r ACRES
TOTAL ESTIMATED SEWAGE FLOW: GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE21
AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE]
UNOBSTI CTED AREA AVAILABLE: SOFT UNOBSTRUCTED AREA REQUIRED: SOFT
; � C"� /,-
BENCHMARK/REFERENCE POINT LOCATION: � / t' d �� � ` `^'/
ELEVATION OF PROPOSED SYSTEM SITE IS [�/FT] [ABOVE LOW BZ!!!!�/REFERENCE POINT
THE MINIMUM SETBACK% WHICH CAN BE MAINTAINED FROM THE ,ROPROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: `7 - FT DITCHES/SWALES: l7 FT NORMALLY WET? [ ]'YES [ ] NO
WELLS: PUBLIC: Zo o FT LIMITED USE : /� G7 FT PRIVATE : �, FT NON -POTABLE : �FT
BUILDING FOUNDATIONS: -7, FT PROPERTY LINES: j FT POTABLE WATER LINES: /O FT
SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [ ] NO 10 YEAR FLOODING? [ ] YES [ ] NO
10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD
SOIL PROFILE INFORMATION SITE 1
WNSELL #/COLOR TEXTURE DEPTH
TO
TO
TO
TO
TO
TO
TO
TO
TO
USDAISOIL SERIES:
SOIL PROFILE INFORMATION SITE 2
MUNSELL #/COLOR TEXTURE DEPTH
TO
TO
TO
TO
TO
TO
TO
TO
TO
USDA SOIL SERIES:
OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE:[PERCHED / APPARENT]
ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / BELOW] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY)
REMARK'/ADDITIONAL CRITERIA:
SITE E`
DE 4015,
BY:
08/09 (Obsoletes previous editions which m '' ' of be used) Incorporated: 64E-6.001, FAC
PATE: 6 /Z% f g /6
3 of 4
If ! Ck Z 2 a
STATE OF FLORIDA PERMIT APPLICATION TO CONSTRUCT, :5 F !
REPAIR, MODIFY, OR ABANDON A WELL Tj �j
Permit No._-
❑Southwest DNorthwest PLEASE FILL OUTALL APPLICABLE FIELDS Florida Unique ID r I
(`Denotes Required Fields Where Applicable) Permit Stipulations Required (See Attached)
• DSt, Johns River
OSouth Florida The water we# contractor is responsible forcompledng
s this form and forwarding the permit application to the
ti D Suwannee River 62-524 Quad No. Delineation No.
ODEP appropriate delegated authority where applicable,
` S
D Delegated Authority (If Applicable) CUP/WUPApplication No.
1. 2GK1 P- -e5 eA,C.) •7- -
2.
Owrier, Legal Name if Corporation Z 3 I 5 ! ��1 $ J r 7- �` � +=C 6VI? ct. 'Address 'City •State "ZIP 'Telephone Number
2 l Svc✓f=�5.t �r ev<.c jcC
Well Location -Address, Road Name or Number, City
13. Z'jG� -' C i•- Cl O 5 4 - C'UO Z � -7 'Z z`7 Parcel ID No. (PIN) or Alternate Key (Circle One)
4. -54 � r c. � i 2e P r c.�c � eov -e 5 Block Unit
Section or Land Grant 'Township 'Ran e
5 Leo N a 9 'County —Subdivision Check if 62-524: Yes _ No
s cc t(,��. Z4 �F 7 4s4 —
i Water Well Contractor 3 ' ��7- / �Cj
`License Number 'Telephone Number
E-mail Address
I
'Water Welt Contractor's Addrpc� � (�'� G �`'' �� t f=f � • re ,.. _ �
tit -j
7• 'Type of Work: � Construction .._Re air State Zt—p
P _Modification _Abandonment 8, 'Number of Proposed Wells ! Reason for Repair Modifreabon, 9..rWe
'Specify Intended Use(s) of ►I( or Abandonment
�\ Domestic Date Slamp
_Bottled Water Supply Landscape irrigationarAgricultural Irrigation Site Investigation % D �{ f� E
PP Y
_Recreation Area Irrigation _Livestock /ul ��O IV! _Public Water Su I Limited Use/DOH ry Irri ation Monitoring U U1:t
PPY ( ) _Nurse g —Monitoring
q _Public Water Supply (Community or Non-Communit /DEP Commercial/Industrial 6
y ) — _Earth -Coupled Geothermal 9
,-_Class I Injection __Golf Course Irrigation HVAC Supply t� �
Class V Injection: __Recharge,Comrnercial/Industrial Disposal ---:Aquifer Storage and Recovery
Return E B 2 4 2016 '
Remediation: 1Recovery _Air S are ry_Dreinage
P 9 _Other (Describe) R
Other (Describe) Cntuniee��(1 De
10. "Distance from Septic System if s20D f(. '% D (Note; Not all types Of wags are permitted by a given perm12AA19L��bt "� iu0��9 *lftoo
—+�� � Cif"V► YG 11. Facility Description •5 e N4 /-e ��A.,; I �.
IVEstimated Well Depth / JS ft. 'Estimated Casio Depth �`! t 12. Estimated Start Date
r 9 P ft. 'Primary Casing Diameter in. Open Hole: From To R.
ia. Estimated Screen Interval: From '9`E To f 6 S ft
15.'Primary Casing Material: Black Steel
galvanized PVC Stainless Steel
Not Cased -Other:
, Secondary Casing: Telescope Casing Liner
Surface Casing Diameter in.
17, Secondary Casing Material: Black Steel Galvanized PVC
18.'Method of Construction, Repair, or Abandonment: Auger " Cable Too( Stainless Steel Other
Combination (Two or More Methods —"" Jetted Rotary Sonic
Horizontal DrillingMob q Hand Driven (Well Point, Sand Point) Hydraulic Point (Direct Push)
—PluggedY pproved Method Other (oe=dbe)_
19. Proposed Grouting Interval for the Primary. Secondary, and Additional Casing:
From To Seal Material L__Bentoniter Neat Cement
From To Seal Material Other )
From To ( Bentonite Neat Cement Other )
From Seat Material L_,Bentonite Neat Cement Other
To Seal Material Bentonite �---•-_ Neat Cement Other )
20: Indicate total number of existing wells on site
List number of existing unused wells on site
21,'is this well or any existing well or water withdrawal on the owner's contiguous property covered under a Consumptive/Water Use Permit (CUP/WUP)
or CUP/WUP Application? Yes '7�- No If yes, complete the following: CUPM/UP No.
22. Latitude Longitude District Well ID No.
23. Data Obtained From: GPS
h*rfrmaltwema� Map Survey Datum: NAD27 NAD83 WGS84
h Parma a y that I we canary
the &"Ir bte Mras of Thda e0. $%,We Ad'atnistratfve Code, and that a water recharge oeth+t4 p needed. hed been erhmb be Obtained Offer to commencement orwetr, r caetty that I am the owner of the orsperry, lost the hdornotibn prOWded is oranota, aria mat I am X%,o,a ar my
onsrruninn, r raMw tt'naY mat on Womytiw provided In this appGeatkm is eeeNale ve, that I wan Obtain respoehsa>KGas under Chapter 07a• Florida Statutes- Io maintain or
eC.isaN appforrt from olhpr tedaral, SWIn, or tool peremmenb ' livable, I e Ina aeanl for the owner, that the rnro ?orrdsmotipn provttlod is mint art, FPCOn l 1 Chandon Chao -unarms wal, or the or Itanify her I am
penrBehm report to ern Distdet wltnah 70 nays weer ewnMml gree to Orovldo a urea responslblt0as as slatad abmo, nwnsrconsanrs to a
nar,dnnh^nM iWM,iLM by Ihis parade, Or Ina eansWeden, r.aetr, mosilicad... w ho the: Wed yte du 7 the eonsl tra"'r^9 oe,sonner ertWs Np tO or OotognlM(hy{nar4y ACC05:
! Permit aXDi , Wh{��,v,a Gvar, ng ruOlien, repair, modrr¢a ion a
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THIS
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'License No.
Granted By
omnnnl authoazcu by ma
igne uu r rAg Dale
Expiration Dale a7 17 Hydrolag)slApproval
Receipt No. moors
Check No.
AIT IS NOT VALID UNTIL PROPERLY SIGNED BYAN AUTHORIZED OFFICER OR REPRESENTATIVE OF THE WMD OR DELEGATEDAUTHO
-TALL BE AVAILABLE AT THE WELL SITE DURING ALL CONSTRUCTION, REPAIR, MODIFICAYION, OR ABANDONMENTACTIVITIES. RITy, THE
62-532.900(1) Incorporated in 62-532.400(1). F.A.C. Effective Data: October7. 2010
Issue Date