HomeMy WebLinkAboutSewages v
STATS OF FLORIDA '
DEPARTMENT OF HrALWH
ONSITE SLAG: TREATMNT AND DISPOSAL SYSTEM
CONSTRUCTION PERMIT
pEpIx 9:66-SF-1720630
APPLICATION #I:AP1263484
DATE PAID:
FEE PAW:
RECEIPT #•
Documm #: PR1039146
CONSMUCTION PERMIT FOR: OSTQS New
APPLICANT: (Standard Pacific of Florida GP, Inc.)
PROPERTY ADDRESS: 3034 NW Radeliffe Way Palm City, FL 349g0
cr,O,T: 10 BLOCK: SUanrri ON: Riverbend
lP, RANGE, PARCEL UMMER]
PROPERTY ID #i: 4425-703-0096-000-3 sa
[OR TAX ID NDMffiER]
SYSTEM MUST PE' CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AMID STANDARDS OF. SECTI4�T.
3131.0065, F.B., AND 'CHAPTER 64E-6, F.A.C. DEPAR'THM APPRML OF SYSTEM FOES NOT GUARANTEE
SATISFACTORY PERFCRMAZtCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS,
WHJCH' SERVED. AS A BASIS FOR ISSUANCE OF T9TS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE
PERMIT APPLICATION. SUCH HODIFICATIONS MAY RESULT IN THIS. PERMIT BEING MADE NULL AND VOID.
ISSUANCE OF THIS PERMIT FOES NOT EIMHPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERA'G,
STATE,, OR LOCAL. PERMITTING REQUnW FOR DEVELOPMENT OF_THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T I 1,560 ] GALLONS / GPD Septic CAPACITY
A I ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY IMA7IMUM,CAPACITY SINGLE TANK:1250 GALLONS)
K f 526 ] GALLONS DOSING TANK CAPACITY [107.0[ ]GALLONS @I, 6 ]DOSES PER 24 HRs tlPumps [ 1 1
D I 800 1 SQUARE FEET SYSTEM
R [ J SQUARE FEET WA SYSTEM
A TYPE SYSTEM: { ] STANDARD [ ] FILLED N3 MOUND [ I
I CONFIGURATION: Ix] TRENCH [ ] BED [ ]
N
F LOCATION of BENCHMARK:. sit®BM. N1D Jn curb S of property comer
I ELEVATION OF PROPOSED SYSTEM BITE [ 13.00 1 [ INCHES FP 1 I ABOVL BELOW ]BENCi 0M,/REFERENCE POINT
120.00]I INCHES XT I BELO.W]BENCHMARS/REFERENCE POINT
E BOTTOM OF DRAINFIELD . TO BE
L
D FILL REQUIRED: 126.601
0
T
H
E
R
to system Is sized for 5 bedrooms with a maximum o0cupanoy of 10 parsons (2 per bedroom), for a total estimated flow
640 gpd.
is Hcensed contractor installing the system is responsible for installing the minimum category of tank in accordance with
64E.6.013(3)(0, FAC. Performing Llit Dosing.
imps must be certified as suitable for distributing sewage effluent
SPECIFICATIONS BY. Brian Aavis TITLE: Master Septic Tank Contractor
APPROVED BY, TITLE: Environmental Specialist II St LUCle Cif
33riwe xWam .
DATE ISSUED: 11/18/2016 EXPIRATION DATE: 05/1&2018
:Tali 4016, OSJ09 {obsolete® all piwicus editions which may not be =od)
Incorporated: 64E-6:003, .FAC �-�.ti �°•`
v 1.L.A AP1263404
• c 9
NOTICE OF RIGHTS
A party whose substantial interest is affected by this order may petition for an
administrative hearing pursuant to sections 120.559 and 120.67, 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 4082 Bald Cypress Way, SIN A42, Tallahassee, Florida 32399. The
Agency Clerk's facsimile number is 880-413-8743.
Mediation is not available as an alternative remedy.
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
aTnal 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.
} _ St. Lucie County Health Department
H 5150 NW Milner Dr Port Saint Lucie, FL 34983
PAYING ON: PERMIT #.56-SF-1720530 BILL coo *56-BID-3305674 CONSTRUCTION APPLICATION#.AP126304
RECEIVED FROM: The Milcor'Group, Inc. AMOUNT PAID: $ 400.00
PAYMENT FORM: CREDIT CARDPAYMENT DATE: 11116/2016
MAIL TO: (Standard Paclflc of Florida GP, Inc.)
FACILITY NAME
PROPERTY LOCATION:
3034 NW Radcliffe Way
Palm City, FL 34990
Lot: 10 Block:
Property ID: 4426-703-0016-000-3
EXPLANATION or DESCRIPTION: QUANTITY FEE
-1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00
126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00
127 - OSTDS Construction System. Inspection
128 - OSTDS Construction System Inspection Research Fee
133 - OSTDS Construction Reinspection
-1 -Surcharge (All)
-1 - OSTDS New Permit Surcharge
RECEIVED BY: KMO-068
1 $
75.00
1 $
5.00
1 $
60.00
1 $
15.00
1 $
100.00
AUDIT CONTROL NO. 56-PID-3141691
. I .
E
STATE OF FLORIDA
DEPARTMENT OF REALTH
"N ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM.
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
PERMIT NO.
DATE PAID:
FEE PAID:
RECEIPT #: C'1
I ] New system [ ] Existing System [ I Holding Tank [ ] Innovative
[ ] Repair [ ] Abandonment [ ] Temporary [ ]
APPLICANT: Standard Pacific of Florida GP, Inc.
AGENT: The Mi1Cor Group, Inc. TELEPHONE: 772-223-8850
MAILING ADDRESS: 6526 S Kanner Highway, Stuart, PL 34997
TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE
APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR
PLATTED (NAB/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
PROPERTY INFORMATION
LOT: 10 BLOCK: SUBDIVISION: Riverbend PLATTED_: Yes
PROPERTY ID #: .4425-703-0015-000-3
ZONING: PUD I/M OR EQUIVALENT. [ Y / N ]
PROPERTY SIZE: 1.01 ACRES WATER SUPPLY: [ ] PRIVATE USLIC [x ]<=2000GPD [ 1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / ®] DISTANCE TO SEWER: NIA FT
PROPERTY ADDRESS: 3034 NW Radcliffe Way, St. Lucie County, FL
DIRECTIONS TO PROPERTY: Faat on Bcackar Rd. for ..app-rnximatQl y4`. S m; j, :.x to r4jlspn
Rd. Then north on Gilson Rd. for approximately a mile. Then
East on NW Radcliff Way.
BUILDING INFORMATION
Unit Type of
No Establishment
( x] RESIDENTIAL ( ] COMMERCIAL
No. of Building Commercial/Institutional System Design
Bedrooms Area Set Table 1, Chapter 64E-6, FAC
1 5
Single Family 5,879
2
3
4
[ ] Plc
SIGNATURE
DH 4015, 08/09 (Obsoletes previous
Incorporated 64E-6.001, FAC
DATE: ✓ ^
Page 1 of 4
STATE. OF FLMIDA
DEPARTMENT OF HEALTH
ONPITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
'�. SITE EVALUATION AND SYSTEM SPECIFICATIONS.
we
PERMIT #.
APPLICANT: AGENTg ! f t !'✓ r)ALI5
LOT:� � BLOCK: SUBDIVISION:,_ __. _
PROPERTY ID: !.!k '-70 3'—Qr� (. `af�t?i�(j- [Sect ion/Township/Eazael No. or Tax TQ Number]
TO_3 _CompLETED BY FNGINEFR, iM
P19PARTUM EMPLOYEE IOlt OT.HZR QUALIFIED PERSON. ENGINEERS
t SIGN AND SEAL NCH PAGE OF_StMMITTAL. COMPLETE ALL ITM
PROPERTY SIZE CONFORMS To SITE Flow: [ 3 .YES [ 3. No NET VSF1500
=632DJACRE
.At3T.1p: ACRES
TOTAL k:STYl4ATED 79EWAC3E FLOW2 t ,YO GAT&ONS PER DAY 1/OTHER-TAME2]
AUTHORIZED SEWA4E FLOW: GALLONS PER DAY OR4QQ GFD A
UNOBSTRUCTED 1tR8A AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: SQET
szNaaaRx/REL'=j;aS ponIT Loc iTION: r k 6^ Ar (.'rt �Gcrlj JSuN t� la��t�
ELEV34TTON OF PROPOSED SYS= SITE IS N /1 ] 4aOV/BELow] B=CMdARX/REb'ERENCE POINT
THE =NIMtm SETBACK. WHICU CAN BE MAINTAINED FROM TBE PROPOSED SYSTEM TO THE FOLLOwlNa FEATURES
SURFACE WATE1t:, A l� vT DITCHES/SWALLS. . . FT NORMALLY WET? C_ ) YES NO
WELLS: V=LIC:_FT LIMITED USE:, FT PRIVATE.-
- FT NON-POTAM: FT
BUILDING FOUNDATIONS: FT PROPERTY TINES: FT POTABLE WATER LINES: i FX
SITE SUBJECT TO FREQUENT FLOODING: [ ] ps 0 No 10 XEA.R FLOODING? [ 7 YES K NO
10 YEAR FLOOD ELEVATION IFOR SITE: FT NSL/NGM SITE ELEVATION:-8'T MSL/NGVD
TEX'PURE
S
y
TO
TO
TO
USDA SOIL 9�Es :
SOIL
TO
TO
TO
TO
OBSERVED WATER TASLE: INCHES [ABOVE EXIS G amp. TR09DIE'PTH
FIED / �']
ESTIMATED �:T SEASON WATERIER TABLE ELEVATION:17 CSE. tA80VE I EXISTING. GRADE
HIGH WATER TMLE VEGETATION: C. 1 YES EA NO MO L4 YES I INCMS
SOIL 't'E}L'k'tTRE/LOADING RSTE R JY9 SIZING:
C, T? DEPTH 'OF EXCAVATION:�z' INCHES
B DRAZELD CONFIGURATION: 1;j TRENCH t I AM [ ] OTRER (SPEC137)
ARKS/ADDITY,ONAL CRI�DS�s. y 1?r7.. i�i.1�-�✓ y 1*.�tnnrf.,, ,li /'yr/ r7.,. L.J � �i. ._
SITE EVALUATED BY;
4t
`D8 4015, 00/09 (ahg024t4u P"Viont editions which may riot be US
od) Incorporated: 6AE-B.Ot)1, fAC Page 3 9f 4
,
APPLICANT'S NAM:Standard Pacific of Florida CV, Inc.
LEGAL DESCRIPTION:. Riverbend (Bs 67-36) - Lot xo
� ep �.r-7�'i rs�-. .z•.4 —.—.a m ev T< •�r1 +• r �y x r:rr �-.a..z r6 r r,•n __ r Y�'••r._ f i r '(' 7
i� x ���I�ZIOSED� PIS,!j EEIVISITE,NF'D11%IA4 �° i1T'�t#��
I certify that there are no potable private wells within 75 feet of the available area for the
proposed septic system, that there are no non -potable wells within 50 feet of the available area
for the proposed septic system, that there are no wells within 25 feet of a pesticide -treated
building foundation, that-, there are no public wells that serve less than 25 people or less than
15 homes or businesses within 100 feet of the proposed septic system, that there are no public
wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of
the proposed septic system, that the water line from the water meter or well to the structure is
at least 10 feet from the available area for the proposed septic system unless the plans show
the line to be double sleeved, ;that there is not a.gravity sewer line, low pressure sewer line or
vacuum sewage line in a public easement or right-of-way that abuts the property, that there
are no lakes, streams, wetlands, or surface water within 75 feet of the available area for the
proposed septic system unless the property was created prior to 1972, that the septic system is
proposed on the side of the lot farthest from surface water, that all private wells, septic
systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot
are shown on the site plan, that all public wells within 200 feet of the applicant's lot are
shown on the site plan, and that the location of building or residences, swimming pools,
recorded easements, paved areas or driveways, sidewalks, the general slope of the property,
filled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or
wetlands are shown on the applicants lot.
The natural grade elevation in the area of the proposed septic system and the benchmark must
be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic
system.
NOTE: MUST BE CERTIFIED BY A FLORIDA
REGISTERED SURVEYOR OR ENOINEER.
does/fomWsepticdSep4cApppNge207
-
REPRESENTATIVE AUTHORIZATION
Riverbend Subdivision
Please be advised that the undersigned has authorized the following person(s) to act on
their behalf in seeking approval for the above referenced application:
Witness..
Melissa Q Corbett, P.E.
The Milcor Group, Inc.
6526 South Kanner Highway #236
Stuan, Florida 34997
(772) 223-8850
' t Name
r�.2�trryG-
Print Name
ACKNOWLEDGEMENT
STATE OFF�
COUNTYOF
The foregoing was azstcnowledd before me this day of
C o0V, . and N is personally
known to me or [ ] has produced as
identification.
Notary Stamp Notary Public
'� SIVAN SHACHAR
• MY COMMISSION #r-F007026
EXPIRES Aptii 1k). 2017
(407 a0&0169 ptatltlal'lutary8ervteo,ccm
J ,
lropeftytard
Site Address: 3034 NW
Radcliffe WAY
Map ID: 44/25S
Ownership
Standard Pacific Of Florida
15360 Barranca PKWY
Irvine, CA 92618
Parcel ID: 4425-703.0015- Account#:176831
000-3
Zoning: PUD Use Typc: 0000
Legal Description
RIYERBEND (PB 67.36)- LOT 10
Sec/Town/Range:
25/37S/40E
Jurisdiction: Saint Lucie
County
Current Values Historical Values 3-year
Page 1 of :
Just/Market: $297,900 Assessed: $278,960 Year Just/Market Assessed Exemptions Taxable
Exemptions: $O Taxable: 5278,960 2016 52297,900 $278,960 $0 $278,960
2015 $253,600 $253,600 SO $253,600
2014 $253,600 $253,600 SO $253,600
Sale History
Date Book/Page Sale Code Deed Grantor Price
11-26-2012 3460 / 0152 0205 SP Stuart Properiy Holdings Ltd, $7,000,000
Primary Building Information
Finished Area of this building: 0 SF
Gross Area of this building: 0 SF
Exterior Data
View: Roof Cover: Roof Structure: Building Type:
Year Built: NIA Frame: Grade: Effective Year: 2014
Primary Wall: Story Height: No. Units: 0 Secondary Wall:
Interior Data
Bedrooms: 0 A/C %: 0% Electric: Primary Int Wall:
Full Baths: 0 Heated %; N/AQ/o Heat Type: Avg Hgt/Floor: 0
Half Baths: 0 Sprinkled %: 6% Heat Fuel: Primary Floors:
Total Areas
Finished/Under.Air 0
OF):
Gross Area (SF): 0
Land Size (acres): 1.01
Land Size (SF): 43,996
Total Building Count: 1
Type
Special Features and Yard Items
Qty Units Year Bit
This information Is believed to be correct at this time but it is subject to change and is not warranted.
0 Copyright 2016 Saint Lucie County Property Appraiser.. Ali rights reserved.
ttp://www.pasic.org/RECar`d/
11/15/2016
November 10, 2016
Via: Priority Mail
Melanie Vance
St, Lucie County Health Department
5150 NW Milnor Drive
Port St. Lucie, FL 34983
Re: Riverbend - Lot 10
Septic System Permit Application
Dear Ms. Vance,
Attached please find an application for single family residential septic system permit,
including the following documents:
1. Signed and sealed Application for Construction Permit (DH 4015 Page 1 of 4);
2. Signed and sealed Site Evaluation and System Specifications (DH 4015 Page 3 of 4);
3. Signed and sealed Septic Site Criteria;
4. Representative Authorization document;
5. Three (3)11 x 17 signed and sealed lot Site Plan;
6. Three (3)11 x 17 Floor PIan; and
7. Application fee of $400.00 (Please charge to the credit card on file)
If you have any questions, please do not hesitate to call me at (772) 223-8850.
President
Enclosures
Cc: Philip Darling
��,:�:� i'i�•
��
auFc'ti
PI Y
Cam, u -Y
.r.'1'' - �:• ;_`-� +�'+ram`
PAProjeats1S12 - Standaid Paoi1• S 1204 - Rivetbend�emtittin \SepticUt IWopticlSLC Health Dept Lot 10 septio opp resubmittal
cover letter (I).doex
I LOT 9
ly
/ZONE X--11
/ FDOH in SC Lucie County
Environmental Health
LOT 11 Site Plan Approved for Construction
Supersedes All Previous Site Plans for .
OSTDS #sa1F-rn.OS'G & Well #
Date: uhM6 -
Revi er. �
PNESWMPMErOSCH40PVCWRrr HOLESATfOC.V-.)` ESTABLISHVECE
INFILTRATOR SYSTEMS INC. OIIICK4 STANDARD CHAMBERTYPICAL
BED DETAIL SECTION VIEW A
SEP71C SIIOIC PEA TARE L LSIWIAIED S6vArf ROWS
W_
A®EH
20Of ffi0A100GALLONS
1 fLLDRONIS MM
OAY FM E-, Am0ONALFFRACTION 11ERE0F.
INCfS 0P0
OUKDNO SF . 5J7B
TMW n ROW - .40 CPO
FKNI TAME U. SEPTIC TAM MO PUMP TANG WA .
AKRAGE SESASE ROW - — OPO
,rp,
SFP71C T WHINY FTFECIISE WACIIY - 13m CAlONs
FBOW TABLE SL ORAO6R10 SB1N0 (I55100: TADICH SYSTEM)
FNE SAA. SLANRY LAMED - NIm1UY SflrA6E 7G7E - 0.50 CAIJS/DLT
Qy
y� F
a^ A0,
C�AAL"yyA AA
rgmumBS,ZAFA HE - AWREO .. SOO iris �i,Tmm SF
s�
NOTES,-
I
1. ALL ELEVATION SHOWN ARE IN
NAVD N7 DATUM.
2 FEMA FLOOD -ZONE L
O aR e/r ei/cA u mi
Ax cmwua r
- r�FK
®mom ro'asa oAvvm
oa -
�
- oawea
(moo. oon�m mnaocu
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TFn - mF mourt
o- {ipy yy�pO
-L�i "[Ac�
a . orWnL Arnim ea0s
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,u !
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� .Am�mra
o_ u� AAL,67
Lr
5
�
Qs 4
J*
EA75TWG GRADE
ID.75
fi I
T
- r
I2PROPOSED
{FDOi
TDP OF
y�
SEP77C FIELD a.75
PROPOSED BOTTOM
6hM Ne.
—21• OF SEP77C FIELD a.75
J2-
A
1
XSTYf 6.75
THE WENTWORTH
THE 6812 MODEL
FOR:
STANDARD PACIFIC HOMES °
Making You Right At Home
825 CORAL RIoOB r-)R. CORAL SPRIN08, F'L 33701
Tao (954) 575-7300
.STATE of FLORIDA
CENTIFIEU BUILDING CONTRACTOR
Se.Pr. CALC.'S
INDEX OF DRAWINGS
SHEET # DESCRIPTION
STANDARD PACHIC HONE
n-rovtA rice
825 CORAL RIDGE DR.
CORAL SPRINGS FL 03701
TEL (954) 575-73M
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FDOH In St Lucie
• STATE OF FLORIDA
PROFESSIONAL ARCHnECF.
JAMES CANTREIL
AS No. 12079
AB. DESIGN GROUP. MG.
WI NONDI RONAID REAUM BLTD.
IDNCR000. FIDRU A WOO
TeI: p07) M-G070
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Environmental Health
z-emRr FESIOIxa - RAe xe0:erc AS rGe
LnCAL AAD nra D.
nD: srsucJDRu nwRurts roA u0w nro
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS #Z-rv-IYRD53o & Well #
Date: It Ifi I�
Revievfer
A STn�n�µinunscHuvo•
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL, SYSTEM
CONSTRUCTION PERMIT
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (Standard Padflc of Florida GP, Inc.)
PROPERTY ADDRESS: 3034 NW Radcliffe Way Palm City, FL 34990
LOT: 10 BLOCK:
PROPERTY XD #: 4425-703-0015-060-3
s=msaoN: Riverbend
PERMIT #; 66-SF-1720530
APPLICATION #:gp1263484
DATE PAID:
FEE PAID:
RECEIPT #.
Docum=T #: PR1039146
[SECTION, TGrTNSHIP, RANGE, PARCEL NM0BR3
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDAMZ, WITH SPECIFICATIONS AND STANDARDS OV SECTX0`T
3B1.0065, F.S., AND CHAPTER 64E-6, E.A.C. DEPARTMENT APPROVRL 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. SUCII MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID -
ISSUANCE OF THIS PERMIT TOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 1,500 1 GALLONS / GPD Seotlo CAPACITY
A [ ] GALLONS / GPD NIA CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY DOMMUM CAPACITY SINGLE TANK:1250 GALLONS]
S [ 525 1 GALLONS DOSING TMX CAPACITY C107.0C ]GALLONS e[ 6 ]DOSES PER 24 ERS BPumps [ 1 I
D [ 800 1 SQUARE FEET SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED 1XI MOUND
Y CONFIGURATION: [x] TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: site BM NiD in curb S of property comer
I ELEVATION OF PROPOSED SYSTEM SITE [ 13.00]
E BOTTM OF DRAINFIELD TO BE [ 20.002
L
D I
0
T
H
E
R
FT ] [ ABOVE BELOW ]BENCHMARWREFERENCE POINT
FT ] [ BELOW 3BENCHt91 WEEFERENCE POINT
ILL REQUIRED: 125.01 INCHES ExaAVAT10N 1W-VUixre: l OZ.uu 1 +++AMO
The system is sized for 5 bedroomswith a maximum occupancy of 10 persons (2 per bedroom), for a total estimated flow
of 640 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. Performing Llft Dosing.
Pumps must be certified as suitable for distributing sewage effluent
SPECIFICATIONS BY: Brian Davis TITLE: Master Septic Tank Contractor
TITLE: Environmental Specialist Ii St Lucie CHD
APPROVED BY: A=�Sr a �-�
DATE ISSUED: 11/18/2016 EXPIRATIoN DATE: 05/1t]/2018
•DH 4016, 08/09 (Obsoletes all previous editions which may not be Used)
Incorporated: 64E-6.003, FAC Page i of 3
v 1.1.4 AP1263404 891013972
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 120.67, 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 A-02, Tallahassee, Florida 32399. The
Agency Clerk's facsimile number is ;850-41 M743.
Mediation is not available as an alternative remedy.
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 Tina] 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.
{R St. Lucie County Health Department
5150 NW Milner Dr Port Saint Lucie, FL 3498
HEALTH
RAYING ON: FERMI.OP 56-.SF-1720530 BILL Doc *56-BID-3305674 CONSTRUC71ON APPLICATION #: AP1288484
RECEIVED FROM: The Milcor'Group, Inc. AMOUNT PAID: 1400.00
PAYMENT FORM: CREDIT CARD PAYMENT DATE: 11/16/2016 .
MAIL TO: (Standard Pacific of Florida GP, Inc.)
FACILITY NAME:
PROPERTY LOCATION:
3034 NW Radcliffe Way
Palm City, FL 34990
Lot: 10 Block:
Property ID: 4425:703-001"DO-3
EXPLANATION or DESCRIPTION:
QUANTITY
FEE
-1 - OSTDS Construction. Application and Plan Review,New
1
$
100.00
126 - OSTDS Construction Permit (New or Mod, Amendment)
1
$
55.00
127 - OSTDS Construction System Inspection
1
$
75.00
128 - OSTDS Construction System Inspection Research Fee
1
$
5.00
133 - OSTDS Construction Reinspection
1
$
60.00
-1 - Surcharge (All)
1
$
15.00
-1 - OSTDS New Permit Surcharge
1
$
100.00
RECEIVED BY: Xa ce H AUDIT CONTROL NO. 56-PID-3141691
rz
wo�
THE
6812 MODEL
FOR:
STANDARD PACIFIc HOMES
Making You Right At Home
825 CORAL _RIDGE
MR. CORAL SP— -RINGS, FL 3370; - -
Tel (954) 575-7300
• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
SQ.FT. CALC.'S
INDEX OF DRAWINGS
LIVING IST FLOOR 3903 ea FT.
SHEET # DESCRIPTION
STANDARD PACIFIC HOMES
LIVING 2ND FLOOR 2516 Sa FT.
PG CI -COVER PAGE PG 51.01 GENERAL NOTES
825 CORAL RIDGE DR.
CORAL SPRINGS FL, 33701
TOTAL LIVING 5815 Sa FT.
PG GN-GENERAL NOTES PG S2.OID FOUNDATION PLAN
TEL: 954 575-7300
COVERED LANAI 355 sa Fr.
PG AI -FLOOR PLAN IST FLOOR PG S2.02D FIRST LIFT BEAM PLAN
COVERED FORCH ELEV-'D' 243 Sa FT.
PG A2-FLOOR PLAN 2ND FLOOR PG S4.011) ROOF FRAMING PLAN
GARAGE '1 460 Sa FT.
PG A2.1-WINDOW AND DOOR SCHEDULES PG S5.01 SECTIONS & DETAILS
GARAGE 4 542 Sa FT.
PG A3D-ELEVATION "D" FRONT & REAR PG S5.02 SECTIONS & DETAILS
coVERED REAR BALCONY 355 sa FT.
PG A4D-ELEVATION "D" LEFT & RIGHT PG S5.03 SECTIONS & DETAILS
PG A5D-DETAILS ELEVATIONS "D" PG S5.04 SECTIONS & DETAILS
• STATE OF FLORIDA
TOTAL ELEV. 'D' 1834 Sa FT.
PROFESSIONAL ARCHITECT:
PG Dl-DOOR & WINDOW ATTACHMENTS DETAILS & STAIR SECTION DETAILS
JAMES CANTWELL
PG D2-MONOLITHIC 1-STORY-WALL SECTIONS & MISC. DETAILS
AR No. 12079
PG D3-MONOLITHIC 2-STORY WALL SECTIONS
PG El -ELECTRICAL PLAN IST FLOOR
A.B. DESIGN GROUP, INC.
PG E2-ELECTRICAL PLAN 2ND FLOOR a
1441 NORTH RONALD REAGAN BLVD.
PG E2.1-ELECTRICAL PANEL AND RISER
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
PG Pl-PLUMBING PLAN 1ST FLOOR
Fax: (407) 774-4078
PG P2-PLUMBING PLAN 2ND FLOOR
PG MI -MECHANICAL PLAN IST & 2ND FLOOR
'
DESIGN CRITERIA:
•FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL
•FLORIDA FIRE PREVENTION CODE 5TH EDITION
-NATIONAL ELECTRICAL CODE (NEC) - 2011 EDITION
•FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS
-ALL LOCAL AND STATE CODES
•OCCUPANCY - RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE - VB
FDOH in St. Lucie County
-MIN. INTERIOR FINISH - CLASS B
•BASIC WIND SPEED(VuLT)- 170 MPH EPOSLM C
♦ ""+';
Environmental Health;-
•1-STORY RESIDENCE -
•2-STORY RESIDENCE - MAX. HEIGHT AS PER
LOCAL AND STATE CODES
Site Plan Approved for Construclibh�
-SEE STRUCTURAL DRAWINGS FOR MORE INFO
�•I ~
Supersedes All Previous Site Plar6 fortekn
SPECIFIC PARAMETERS FROM FBC 2014 CH. R44
USED FOR MANSORY AND WOOD:
• EXCEPTION HIGH VELOCITY HURRICANE
ZONE BASED
ZONE DESIGN IS HASON CHAPTER R44 FOR
#5& SF J-7Zo53G & Well #
MANSORY AND WOOD.
Date. I / *'/
• AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10
-
Reviewer: �.� '
SUHDIV. & LOT:
RIVERBEND
LOT #10
170 MPH EXP.'C'
PROJECT#
03303.010
MODEL:
THE WENTWORTH
6812
ELEV. "D"
GARAGE SWING:
RIGHT
PAGE:
COVER
PAGE
ARCHITECT.,
STATE OF FLORDA
,cry h 1� •-
JAMES CANTWELL
AR NO 12079
PRINT 09 13 201,
DATE.
SCALE: AS NOTED
SHEET NO:
C1 so
w
O
m
0
1
AND
MALLER
IFY
TYP. ARCH DETAILS
SCALE: 1/4' = 1'-0'
NOTES:
WHEN AN 5' OR 12' RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN
CLOSE PROXIMITY (WITHIN 2'-0'), THEY NEED TO ALL HAVE THE LARGER RADIUS.
STAIR DATA
WALL LEGEND
20 RISERS ® , ,/16'
1'3 TREADS s 10'
INTERIOR
BEARING WALL
SEE SHEET DI FOR
STAIR SECTIONS AND
DETAILS
EXTERIOR
BEARING WALL
SEE ELEVATION
FOR BEAM HEIGHT
SUPPORT POST
AND &GIRT
PER CABINET DOUBLE
MANUFACTURER TOP PLATE
-ELEC. OUTLET
PER ELEC. CODE
AT PARTITION END
�A KITCHEN ISLAND
FLOW-THRU
COUNTER TOP
SCALE: 1/2'-1'-0'
m
O
O
C
m
O
a'
NB.
FIRST FLOOR PLAN
ELEVATION "D"
SCALE: 114' - I'-0'
10'-0'
10'-8'
Ui
O
III
v v
10'-6' CLG.
it Y
9 0
I---
------------- ---
v �f
W-2•
II'-0' 4'{2'
Y 7
'-0•
------------------------
I
5' I5'
I I
RIES COVERED CONC. vaR
m
CLUB I
ROOM I
I m LANAI PAVERS
I ° Io'-o' CLG 0 I I GREAT
10'-9' CLG I
I ;� 's I I
I II
oF1=NROOaMeovE
II TO
I � II
�rc II
s e'
IS-
12'-3' 11'-.II I/2' '-B' 20'-0'
=L-------------------J
I
O
�
n
41
g ;8 V
TEM
m
L
---
------ -----
T. CIA.=
TYP. CU.G
® / `9
0
____
.-. -----ARCH
I' -II I/1'
S
r---- 9'
4'_1.
_
-
_
-
3 _0.
--------
2 _5. ----- IS' -I. -- 2
2'
10'-Il I2' b'-I I
6'-0 12'
9'-8. CLG.
I I'-0 12' I
I s
'�
-
p o
iA
CORRIDOR m
IS'-5' m
I
5'-5
8' 6'
4' lil-
10'-8' 0.G. i
�
3'-4' 2'-5'
14'-4' 2'-8'
3'-4�
DEN
Ia e'
.9 in
CASUAL
1m'-s-u�
3' y�
DINING
ATH 6 _ a 1
----7
I0.8'CLG. v--- e'-9_H. ARCH PWDR
F
—
10'-s' cLG
0
_
GAT II
\ \ / 10'-B'
12'-4' �9 -\�-- - ---�-)__
G
❑
"
�NCLODRAFTSTOP
SAFETY GL.�
SHOWER
\ /
\ \ \ =
m
`r
6'-, 12' 41_-0'
3'-6'
5'-1' / c \�_
'n m
BE FIELD To
A
R-5H v
V-4•
HDRCAHU
�_y-B
/2
VERIFIEDAIFLAT
3'-1N'il Ry'_8 l
I DRAFT Ir- Will
5'-0'
I_
®O
12'
®
m
OGATI m
Ci�T
PANTa s-_—
UUl
DRAFT STOP
= LD
' VE-11 12' m
i 10'-8' CLG
LOCATION TO BE
`r
FIELD VERIFIED
;�
S
I I
S
cae I
F
PANTRY DOOR DW
y
4'-4 1/2'
4'- I '
F =,
PER MANUF. KITCHEN
D
BEDROOM #5
o
a' b'-m'
2'-2' v
0'-8'CLG.
10'-8' CLG
C
4'
W>
COOKTOP
W/ HOOD 4
41
3•
55H
F
VENT ABOVE
2'-3'
35 9
I
BATH #5
1CLC8i.
I > - C
I'_4 -
3'_0
QQQ
10'-51 CLG9' CLG.
10'-61 CL ?' 10'-V CLG.
'U
I lit'
ro,
-
4,
r
I
I
LE)_EVATOR TO - - -
I nS�FLED PER I - - --9 -g•
I8'X24' ACCESS I I I 8 I -6' 10'-6' Cm
----
m
y 1'-1 /2'
4' -4 Vl'
2 -2 /2 LRCH
4'
a•
B
m BULTER'S
W
I 3'-6'
6'
I F
PANEL o 47' AFF. I J
10'-2 FOYER I r
I-------
I MICRO
0'
0-
J
PANTRY o
'WOPENI
5 1112'
F.
W�
4•
V-4'
13'-012' l''4 I B m A50VE
I ICI r I
IQIiL
Er""s70P I I
I TOWER
i r
TYP.
j
10'-8' CLG
3'-6' 2
-0
® �,i I-_p•I
9 0 i
n-b-d'r/7'_-
TMP "F
LIVING I THRESHOLD I
DINING
F
o'-B' CLG
IF
SH
3'-'ROOM
30
�
2'
101-8'CLG. DRAFTSTOP
LOCATION To
I
•
`v;r
-
INSULATION
. 13 U2 i5 I
-- - --
I BE FIELD
I VERIFIED
-6'
F
F15'-II 112,
I
I
= I0'-8'
W
m
STOR. ;�
0.G.
6'-012'
® 5'
- 4,
-6'
0 Y �9 CONC. / .9. ------
r J
"'v / PAVERS
135- _'
------
4•
5 SH ® I6'
4' `
WALL
-------
'(
ABOVE
__ _
M_`>•
8'
5'•T'
INS
INSULATIONXBWALL
W
W
7'-1. SO. STOOP
14'-5'
u -
LINE OF COVERED O v
�` TRY- w O
® ABOVE 10'-8' CLG. ®
0 FR
3 1/2 TS
L
W
3 -II' 4'-3' II'-0' 4'-3' 3'-II'
6'-1 12'
II'-10 12'
16'XI6' CONC.HORIZONTAL
DNTO-1
COL. TYP. (21 LAP SIDING
f27n30-1
I ATTIC I
-
------- ----
--,Q ---- ----
---
IATTIC I
C
LACCES61
8' LACCESSJ
GARAGE #2
GARAGE #1
-6' '-4
— 9'-8' -4 ,'-6'
-
10'-5' CLG
10'-8' CLG
M COURTYARD
?
v
METAL STUD I DRYWALL 9
o
- -_
9
-
—
BUILD OUT FROM CLG.
B m,
-
TO 30' AFF. FOR ELEC.
PANELX.
Z
NOTE: n m
W
O
RIGID
d
•
DRYWALL CLG. UP
���111"'
(L
R-11 BATT. INSULATION IN
W
CEILING BELOW 2ND
W
O
FLR LIVING SPACE
L
w
20'-0•
.9 `fl O
20'-0'
v o
--
------------� -----
-----------------------
2'
16'-0' 2'-8'
21'-4'
2'-S•
2'
.0�.2'-a2'_a.
L 161,
21'-4'
21'-4'
O
O
F
ill
o„
DRAFTING BY:
A.& DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
(9541708,2468
54 708,2468 FAX
0
a
C
•
O
x
W 5
A
o
zA �+
F
SUEIDIV. & LOT:
RIVERBEND
LOT #10
170 MPH EXP.'C'
PROJECT/♦
03303.010
MODEL:
THE WENTWORTH
6812
ELEV. "D"
GARAGE SWING:
RIGHT
PAGE:
FIRST
FLOOR
PLAN
ARCHITECT:
STATE OF FLORDA
JAMES CANTWELL
AR NO 12079
PRINT 09 13 2016
DATE:
SCALE: AS NOTED
SHEET NO:
Al
ti
800 SF ENCH REQUIRED
P OPOSED 5 ROWS
OF 14 UICK4 STANDARD
INFIL ATOR CHAMBERS
® 12 F PER CHAMBER
1,200 S UNOBSTRUCTED
AREA REQUIRED
1,4 0 SF' PROVIDED
IF0
` FPL OLE
LIGHT
\ \ PAD
P
WATER
•o
9'52'18"E 263.25'
���
eRy25Q��eJ
,6 r
1Z
no �
c'� �91"O
pELOO (
)��,�• �y�G� OEt'l
'oo O
0.
;P
OMITS OF
7.0
o �\
-o /
PROPOSED 1.500
SEPTIC TANK
LOT 11
1
86
15.00' 10 FSEI We
9 OS
\ QO
/ \ I
\
6.7
SWALE q
1
\
_ZONE AE-6�
/ ZONE X----/
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS #'SG M 1720$3o' & Well #
Date: 11 hOU -
Reviewer: 12 —
Ille-5,
5O PRESSURE PIPE 2" 0 SCH 40 PVC W/1/2" HOLES AT 4' O.C. (TYP
HOLE
RISER N 30 \ \ 9F
0'
w <\S� 8 9. 78.. \ tZ N4f
\'ZI>09
�i(�
R`JS ry 10,U \
a10'?e33• R` F
eOB a630000 So
ESTABLISH VEGETATIVE
NATIVE BACKFILL\
SEPTIC SIZING PER TABLE I, ESTIMATED SEWAGE FLOWS:
RESIDENTIAL:
4 BEDROOMS WITH 2.251-3,300 SQ.FT. OF BUILDING AREA = 400 GALLONS
PER DAY (GPD) FOR EACH ADDITIONAL 750 SF OR FRACTION THEREOF,
INCREASE BY 60 GPD
BUILDING SF = 5,879
THEREFORE FLOW = 640 GPD
FROM TABLE II, SEPTIC TANK AND PUMP TANK CAPACITY:
AVERAGE SEWAGE FLOW - 640 GPD
S�2 SEPTIC TANK MINIMUM EFFECTIVE CAPACITY - 1,500 GALLONS
�j FROM TABLE III, DRAINFIELD SIZING (ASSUME TRENCH SYSTEM)
GOy FINE SAND, SLIGHTLY LIMITED - MAXIMUM SEWAGE RATE - 0.80 GAL/SF/DAY
00
640 GPD / .80 GAL/SF/DAY = 800 SF OF TRENCH AREA REQUIRED
F� THEREFORE, UNOBSTRUCTED AREA REQUIRED = 800 X 1.5 = 1,200 SF
19-•811
INFILTRATOR SYSTEMS INC. QUICK4 STANDARD CHAMBER TYPICAL
BED DETAIL SECTION VIEW A
NOTES;
1. ALL ELEVATION SHOWN ARE IN
NAVD 88 DATUM.
2. FEMA FLOOD -ZONE X.
TYPICAL LEGEND
Q SET 5/8' IR/CAP LB 3591
D.E. - DRAINAGE EASEMENT
I.P. - IRON PIPE
L.A.E. - LIMITED ACCESS EASEMENT
CONC. - CONCRETE
G.V. - GATE VALVE
L.M.E. - LAKE MAINTENANCE EASEMENT
COV. - COVERED
P.P. - POWER POLE
L.M.A.E. - LAKE MAINTENANCE
ELEV. - ELEVATION
BLDG. BUILDING
ACCESS EASEMENT
ESMT. - EASEMENT
N.R. - NOT RADIAL
00.00 DENOTES PROPOSED ELEVATION
U.E. - UTILITY EASEMENT
NO I.D.- NO IDENTIFICATION
�- DIRECTION OF FLOW
W.M. - WATER METER
Y.D. - YARD DRAIN
DENOTES EXISTING ELEVATION
FLR• - FLOOR
A/C - AIR CONDITIONER
P.I. - POINT OF INTERSECTION
FIN. - FINISHED
PROP. PROPOSED
C.B. - CATCH BASIN
P.C. - POINT OF CURVATURE
TYPICAL
TYPR.
►eG.V. - GATE VALVE
P.C.0 - POINT OF COMPOUND CURVATURE
. RADIUS
AP-F.H. - FIRE HYDRANT
P.R.C. - POINT OF REVERSE CURVE
P.T. - POINT OF TRANSITION
R.P. -RADIUS POINT
Q- STORM MANHOLE
O.E. - OVERHANG EASEMENT
L.P. - LIGHT POLE
Q _ SANITARY MANHOLE
B.E. - BUFFER EASEMENT
C.O. - CLEANOUT
M.H. - MANHOLE
- CENTERUNE
O.R.B. - OFFICIAL RECORDS BOOK
PG. -PAGE
SAN. -SANITARY
WATER SERVICE
L - ARC LENGTH
ALUM. - ALUMINUM
A - DELTA (CENTRAL ANGLE)
P.C.P.-PERMANENT CONTROL POINT
■ P.R.M.-PERMANENT REFRENCE MONUMENT
3., EXISTING GRADE
10.75
12"
PROPOSED Toe_ OF
SEPTIC FIELD 9r77
PROPOSED TTbd,I
OF SEPTIC FIELD 8.75
24"
WSWT 6.75
I
Is
ms n uvs
1�no
F Q 4 FA_EN
rWi L_ e�de
� 0 E
- H
V � E$
I—' ma3ci
1
APPLICATION #:AP1263484
�ITt1E'S
STATE OF FLORIDA
PERMIT, #:56-SF-1720530
DEPARTMENT OF HEALTH
#: FI4200551
ONSITE SEWAGE.TRE,TMENT'AND DISPOSAL 'SYSTEM
DOCUMENT
DATE PAID: 11 /15/20'16
• t
CONSTRUCTION INSPEiCTION AND FINAL
APPROVAL
w
�+o'u
FEE PAID ;400.0.0
RECEIPT #:56-PID-3141691
APPLICANT;:,
Standard Pacific of Florida.GR, Inc.
AGENT: The MilcorGroup ldc {
PROPERTY ADD .RESS. 3034 NW Radcliffe Way Palm City FL 34990
LOT: 10
BLOCK:
SUBDIVISION.: Riverbend ID#•: 4425403.0015-000=3
CHECKED [X] STEMSARE NOT, iIN COMPLIANCE 'WITH STATUTE :OR lk it. AND MUSTBE CORRECTED,
TANK INSTALLATION
SETBACKS
[ ] [01]
TANK SIZE [1,1 1050.001 [:2-1 1050;00.
[' ]
[27]
SURFACE WATER 100
FT
[ ] [021
TANK' MATERIAL COr]crete
[ ]
[2B,']
:DITCHES '
FT
[ j [03j
OUTLET DEVICE
[ ]
[291
PRIVATE WELLS
FT
[ ] [04:],
MULTI -,CHAMBERED [ Y N ]
[ ,]
[301,
PUBLIC. WELLS
FT
[ ] [0.5]
OUTLET -FILTER Polylok PL-68
C. ]
[31]
IRRIGATION WELLS
FT
[ ] (06]
LEGEND 1., 28-015=08SC3 2. ,28-01'5=08SC3'
[ 1
[32:]
POTABLE WATER 50
FT
[ ] [0T]
WATERTIGHT
[ ]
1331
BUILDING FOUNDATIONS 5_
FT.
[ ] [0.81
LEVEL.
[ ]
[341
PROPERTY LINES 5
FT.
[ ] '(091
DEPTH TO LID
[ ]
[351
OTHER
FT:
DRAINFIELD INSTALLATION
FILLED.
/ MOUND' SYSTEM
�
[ ] [10]
AREA [i] 803,72 [2] SQFT
[ ]
[36]
DRAINFIELD COVER
[ ] [11]
DISTRIBUTION BOX HEADER X
[ .j
[37]
SHOULDERS
[ ] [12]
NUMBER OF DRAINLINES 1, 5.00 2•
[ ]
[381
SLOPES
j
[ ] [13•]
DRAINLINE SEPARATION
[ ]
[391
STABILIZATION
0
� �
[ ] [i4]
DRAINLINE SLOPE
N
� O
ADDITIONAL
:INFORMATION
Q U
[ ] [16]
ELEVATOIONCOVER ABOVE / 13 BELOW ]BM 2;1,00
[, ]
[40]
UNOBSTRUCTED AREA
�
al' N
[ ]; [17]
SYSTEM LOCATION
[ ]
(41:]
STORMWATER RUNOFF
[ I [.18.j
DOSING PUMPS 1,00
[. ]'
['42]
ALARMS
� J
[ ] [19]
AGGREGATE SIZE
[ ]
[43]
MAINTENANCE AGREEMENT
AREA
OJ
[ ] [20]
AGGREGATE EXCESSIVE FINES,
[ ]
[44,1
BUILDING
[ ] [21.]
AGGREGATEDEPTH[
]
[45'].
LOCATION CONFORMS kiTH SI
�-
[ ]
[461
FINAL SITE GRADING. ,
FILL /:EXCAVATION.MATERIAL
[, j [22] FILL AMOUNT [ ] [47]; CONTRACTOR Brian Davis (Brian', DayiSSept
[ ] [23:] FILL TEXTURE [ ] 1481 OTHER INFILTRATOR Quick4 P,lus'EQ36 LP
[ ] [24] EXCAVATION DEPTH ABANDONMENT
[ ] [25j AREAREPLACED [ ] [.49.] TANK PUMPED
[ 1 [261 REPLACEMENT MATERIAL [ ] [5'0]' TANK: CRUSHED 6 FILLED
I
Comments: Comments are. on. page 2.
CONSTRUCTION [ AppxovEa / -^ - St. Lucie CHD DATE: 06/21/2018
DISAPPROVED ]" Enviro ntal speciailst ll S n , i am (ENVIRONMENTAL HEALTH)
FINAL SYSTEM [ .APPROVED / DISAPPROVED ]: t.Lucie CHD DATE: 08/02/2018
Environmental Specialist II Brian.J I am (ENVIRONMENTAL HEALTH))
(Explanation of Violations on .following page):
DH 40,16, 08/09 (Obsoletes all previous l'edi't ons which may not be used)
Incorporated: 64E=6.003, PAC Page 2 of 3
EH Database v 1.0,1 AP1263484, EID1726630
i
STATE', OF FLORIDA
DEPARTMENT OF HEALTH
INSPECTIO! CONSTRUCTION
Violation Number :Comment
AND DISPOSAL SYSTEM
AND F114AL 'APPROVAL
APPLICATION: I' AP1,26348
im,*XT. v-.:-56-SF-1720530
DATE. 2AIMI 1115/2-.016
FEE pA3:0:40.0.0
RECEIPT 4:56-MD-31.00,91,
Comments
The system is:sized for bedrooms�with a maximum occupancy.of 10 persons: (2 per6adroom), fora total pstir.b.atqd flft,,of 640
gpd. d new 1,0509al,,STs hseries,.new, 750 gal concrete DT(28-0.15-0.1-SO), liberty 1/3,H. P pump, 4x14+1x16 long DF.. Needs
final inspection formoundsystem, gutters, tiers, alarm check; and final site grading.
Final system:anoroved-Qontractor andbuilding department emah&final, approval.
I)Iq 4q16-,. 09109. (pj�sojetqs a:j:j,pr(Wqup,,edjtjqnA which may not Zia, used),
Incorporated; 44E- 6'. 0 0 3., FAC
9H Database v 1.0.1 -AP1263484
PA09 2 of 3