HomeMy WebLinkAboutSewageSTATE OF FLORIDA.
AEPARTMENT .O.F. HEALTH �r� RECEIVES
ONSITE SEWAGE TREATMENT AND.blsad&6
SYSTEM,AUG 2 6 2020
permitting Depa tment
St. Lucie County
PERMIT .#; 6.6=SF4.041.462 .
APPLICATION # AP 1409087
DATE PAID?:..'
FEE PAID:'
RECEIPT'#:
DOCUMENT:: # :.PR1'240781 .
CONSTRUCTION PERMIT: FOR: OSTDS.NeW li'.'1le, CO3D3'
APPLICANT:• Gabriel Kennedy -
.PROPERTY ADDRESS: 29:08 Avenue Q: Fort Pierce; FL:3494.7
LOT: 18 .W.1/2of 19 'BLOCk:.. 6 SUBDIviS-ION: Sunrisd:Park
[SECTION, TOWNSHIP, -RANGE, PARCEL: NUMBER].
PROPERTY ,ID #: 2405-501 0130-000-7 [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
8ATSSFACTORY PERFORMANCE FOR ANY' 'SPECIFIC PERIOD.' OF TIME`.. ANY CHANGE. '.IN 'MATERIAL FACTS,.
WHFCH SERVED -..As A.. :BASIS FOR: TS4UANCE:. 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 APPIICANT: FROM COMPLIANCE WITFI OTHER. FEDERAL,
STATE, 04.LOCAL.PERMITTING REQUIRED FOR:DEVELOPMENT OF: THIS.PROPERTY._
SYSTEM DESIGN. AND.SPECIFICATIONS
T [ 900 j GALLONS /.GPD SepGGnew CAPACITY
A [ ] ...GALLONS: /:'GPD.
N/A CAPACITY
N [ ]' GALLON S.GREASE,.'INTERCEPTOR:.CAPACITY [MAXIMUM CAPACITY SINGLETANK:1250.GALLONS]
K [ ] GALLONS DOSING,. TANK CAPACITY [ ]GALLONS. @[ IPOES PER 24 HRS #Primps 'I ]
D [ 375.1 SQUARE FEET:.. Drainfield new .. SYSTEM
R. [: .1, SQUARE FEET.'' N(A' SYSTEM,
A TYPE' SYSTEM: [ ] STANDARD_ [x]. F.ILLED E. MOUND'
I.CONFIGURATION: tX] TRENCH [ ]'BED.
N '
F LOCATION OF. BENCHMARK: Iron pipe. SW proppity. Corner
I ELEVATION OF PROPOSED SYSTEM SITE [ 8:Oo j[ INCHES`' FT ]['ABOVE: BE'L04IBENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 5.00.][ INCHES ET ][ABOVE' BELOW]:BENCHMARK/REFERENCE POINT.
i
D
REQUIRED:. [15,00] INCHES :EXCAVATION REQUIRED:..[.. } INCHES. .
system is sized for 3 bedrooms -with a:mazimum Occupancy of 6 persons (2 per.bedroom), for ,a total estimated flow of
9pd• -
SPECIFICATIONS BY: TITLE:
Brian J Irg n. Environmental Specialist IT
APPROVED BY: TITLE: Environmental Specialist II St. Lucie.. cn .
pri yty. J; Zng .
DATE: ISSUED: . 06/17/2019 EXPIRATION DATE; 12/17/2020
DH A016; 08/09. (Obsoletes all predious editions which may not be used)
Incorporated: 64E-6.003, FAC Page 1 of 3
v 1.1.4. AP1409087 sE1190103
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STATE-: OF: FtOR-1-DA.
b$RA.RTbdENT- OF HEALTH
TH
.-ONPITE, SEWAOE . TR . EAT . M-NT AND D):SPQSAt. SYSTEM
EM
Sift -EVAL10ATIOIT
ANO 8Y6TEM-..SPEClFlCATl0N-
APPLICANT:: GabdiDWenned
APPLICATION # 4P1409081
PERMIT 56nSF-19 1462
DOCUMENT; WSE1190103-
CONTRACTOR /-AGENT: All -About Sepfic Servjces,., hwason.6 Elizabeth. Harris
LOT:, tuCK:
ON:. Suhfte:Park 16#:.:2405=561-,0130-000-7
.TO BECb; L$TtD�' -Bi: '..ElidINE A,* HEALTH DEPARTMENT.. EMPLOYEE,' OTHER .QUALIFIED :PERSON, gNGIMUST-PROVIDE.
REGISTAATION'NUMBE R;AND A-idN A2JD SEAL_EACH'RAGE 9F SUBMITTAL:: COMPLE=-ALL ITEMS,
PROPERTY -SIZE CONFORMS -TO SITE X ]YES. ]NO. NET-USABLE.AUEA.,AVAILABLE ACRES
TOTAL ESTIMATED. SE' ''FLOW:'.':3 . 00% GALLONS. PER DAY OTHER -TABLE 2:- .1
:
.AUTHORIZED SEWAGE FLOW:
.549:99 GALLONS PER DAY I 15QO G,PD/AC OR
RE GPD
UNOBSTRUCTED.AREA.AVAILABLE: 750.-00. PQFt UNOBSTRUCTED .ARSA REQUXRED:; 750,00 SQFT
BENCHMARK/REFERENCE POINT- LOC ION:.
Iron
ELEVATION OF PROPOSED S.Ygnm. S. FT [.ABOVE 13ELOW
SITE [:INCHES siN. �REFERENCE POINT
L------- I
THE MI SETBACK WHICH CAN _BE' MAINTAINED �!ROM
�XIMUX..� E TH& PROPOSED SYSTEM TO cL L0,W=G, FEATURES
., .. 11. . . , ... THE..F
SURFACE- WATER: FT DITCHES/SWALES. It Vt Jlts
A.5 FT NORMALLY . T : EXINO,
WELLS-. PUBLIC. LIMITED USE: FT PRIVATE! FT NON=P.OTABLEr FT
BUILDING FOUNDATIONS' :5. FT PROPERTYLINES1. .5 FT' POTABLE WATER LINES.'. 30, FT.
SITE SUBJECT' TO FREQUENTFLOODING?- [, ].YES . EXINO 1.0 YEAR
[X]NO]
Fzooplvq? ]:YES'
10.-'YtAR- F:L.90D. ELEVATION FOR SITE: FT[ ISL NGVD. I SITE FT
I 14SLNGVD
PSD*. SOIL. .SER;PS.::LA"qo4:S.i#d.
kurisell.41 Color
Texture'
Depth
.10Y.11:41. .
Fine 89 J&
A, To 17
fi0YR;511
:Fine Sand
tM22'.
I oyk
R66 Sand%'
22 To. 35
10YR-WT..
37
10yk-6ft
fine.Sand.,
.27To
37To 49'
Spodic Material 65 To-60:
7.5yll'k3 a Flhelf. Sand. 60:To .72
SOIL.-PROFTLEINFORMATION SITZ 2,
USDA .iox,L. -SiR
Mun sdll-#iCblbr,, Texture:
Depth
10YR 411
Fhne',S'and
0 T'ci.:l 9
16Y.R.5/t
An'e:Sand
19 -To . 22
AOR 611
'10YFZ7/1'
Fine " Sind':
287o.36
I 6YA. k-'.
Fine' Said
36 toM
WR Z/i
8p*'qdic Matqrl+ai.
..so.td 68
7:OYR 3tZ.-.
0. TO 09 -
fOYR-4/3
Sand -
.62. To 72
OBSERVED w4m, TABLE. I- ABOVE PERCHED .72.00'.:' INCHES- EXISTING GRADE. TYPE�:
ESTlbdkiiD WET SEASON WATER - TABLE ELEVATION:.
27 INCHES E ABOVE EXISTING GRADE.
HIGH WATER TABLE '.VEGETATION: I. YES [X]ND.. MOTTLI f ISODEPTH: 27.0,0, INCHE S:
SOIL: TEXTURE/LOADING RATE FOR SYSTEM SIZING; Fine Sand/0.80. DEPTH OF EXCAVATION:. INCHES
DRAINFIELD CONFIGURATION:' EX3 .TRENC IzR mnclm.
BED 3+ QTk.
agbiAMS/19DITIONAL. CRITERIA
WSWT determined using USDA WSS and soil bod gs.
p - ..' n
10rR711 stripping In l.0YRGll.matrIx;�i0*% ,
Wi,th.diffu:g.ci.boundarie.sstartih§at27".In+SB1.
SBI .8abov6 SKS132 7" above. BM:
. SITE.'SVALUATF_D.J3Y:.
DH 4015, 08/09 (obsolates pre7joi;s ',rliich
ior►til:Sp.ocialist.11):(ENVIRONMENTAL . HE . ALT H).
be used). lwcoryorated: 64E-6.001i- rA_C
AP1409087 EIDI941.462
DATE: 061141201.0.
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