HomeMy WebLinkAboutSewageSTATE OF FLORIDA I `
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR
OSTDS New
APPLICANT: Ryan Reed (Reed Ranch & Land LLC)
PROPERTY ADDRESS: TBD Sneed Rd Fort Pierce, FL 34945
LOT:
PROPERTY ID #:
BLOCK:
2222-331-0001-000-2
SUBDIVISION:
PERMIT #:56-SF-2313567
APPLICATION #: AP1681724
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT # . PR1600324
[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 [ 1,350 ] GALLONS / GPD Seotic New CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
[ ] NS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
N GALLO
K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @I ]DOSES PER 24 HRS #Pumps L l
D [ 800 ] SQUARE FEET Drainfield New SYSTEM
1 R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [x] FILLED [ ] MOUND [ ]
I CONFIGURATION: [x] TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: FLAGGED NAIL IN FENCE POST S OF PROPER
I ELEVATION OF PROPOSED SYSTEM SITE [ 19.00 ] [ INCHES FT ] [ ABOVE BELOW BENCfR4ARK/REFERENCE POINT
[ 7.00 ][INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE
u
L INCHES
D FILL REQUIRED: L30.001 INCHES EXCAVATION REQUIRED: L ]
The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
0 520 gpd.
T Remove all unsuitable fill material prior to installation.
H
E
R
SPECIFICATIONS BY, Matthew S Vajanyi TITLE: Environmental Specialist I
r/TITLE: Environmental Specialist I $t. Lucie CHD
BY:
APPROVED
Matthew S Va:)any'
nATE ISSUED: 11 /02/2021
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
P'P15ai'�d
EXPIRATION DATE:
S_.1613719
05/03/2023
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 120.67, 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 850-413-8743.
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 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.
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STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL, SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Ryan Reed (Reed Ranch & Land LLC)
CONTRACTOR / AGENT: ASHTON SEPTIC TANKS, INC.
LOT: BLOCK:
SUBDIVISION: ID# : 2222-331-0001-000-2
APPLICATION # A P1681724
PERMIT # 56-SF-2313567
DOCUMENT # SE1613719
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: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 77.97 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 520 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 116954.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1300.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1300.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: FLAGGED NAIL IN FENCE POST S OF P
ELEVATION OF PROPOSED SYSTEM SITE 19.00 [ INCHES / FT ] [ ABOVE /
BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: 150 FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [ ]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 130 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 100 FT POTABLE WATER LINES: FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]N01
10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
.1.-v1.0 Yzlvm ti+r --- -
USDA SOIL SERIES:
Munsell #/Color Texture
Depth
10YR 5/3
Loamy Sand
0 To 4
10Y 6/1
Sandy Clay Loam
4 To 20
1 OYR 7/8
CMN/PRM RF
12 To 24
10YR 5/1
Sandy Clay Loam
16 To 20
10Y 6/1
Coarse Sand
20 To.28
10YR 6/1
Coarse Sand
28 To 39
5GY 6/1
Sandy Clay Loam
39 To 45
5GY 611
Sand
45 To 48
7.5YR 3/1
Sandy Clay Loam
48 To 68
1OYR 6/1
Sandy Clay Loam
68 To 72
51
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 7/2
Coarse Sand
0 To 7
10Y 6/1
Coarse Sand
7 To 36
10Y 6/1
Sandy Clay Loam
7 To 22
2.5Y 8/8
CMN/PRM RF
16 To 22
5G 4/1
Sandy Clay Loam
22 To 28
5Y 6/2
Sandy Clay Loam
28 To 36
10YR 3/1
Sand
40 To 66
1OYR 3/1
Sandy Clay Loam
48 To 66
10Y 511
Loamy Sand
66 To 72
OBSERVED WATER TABLE: INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE:
ESTIMATED WET SEASON WATER TABLE ELEVATION: 12 INCHES [ ABOVE / BELOW ]
HIGH WATER TABLE VEGETATION: [ ]YES IX ]NO MOTTLING: [X]YES [ ]NO
[ PERCHED / APPARENT ]
EXISTING GRADE
DEPTH: INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sandy Clay Loam/0.65 DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY)
r REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings. Depleted matrix-10YR 718 CMN PROM RF mottling in 10Y 611 matrix >2%
• starting at 12" in SB1. SB1 19" below BM. S62 79" below BM.
SITE EVALUATED BY: "
Va]anyi, Matthew i v nmental Specialist 1) (Florida Department of Health in S
DR 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
DATE: 10/29/2021
Page 3 of 4
AP1681724 EID2313567 v 1.0.2
STATE OF FLORIDA PERMII'P APPLICATION 1°i; C:I? W r(JUCT,
REPAIR, MODIFY, ORABANDON'A WELL
oy rtieard7� 0 30Ut)1West
4yya Q PLEASE FILL OUlALLAPPLICABLEFIELDS
(_:Northwest ('Denolos Required Fields Where Applicable)
a t. Johns Rivet
L Jo ns Riv T)lu twrut wtr6 r:anrlbJiY is reay0n517tlu An mrrryra/6tg.
> rich Imm and rorrvnrar ig dro petma app#caw to Im
~ u�i RuwannooRiver nPPWdnroaal.yabdODEP
naupMY+wvtunpPrrmro.
QDelegated Authority (it Appllwble)_, _
S Z1
- '19-32185
Ne._.... .... ..._.__._.
Unique ID _
Strpuladons RoquM (Soo N eliad)
.riaurd Nn. __,_Dulinamlbn No.
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'Owner,Logamoi! rporplicn Ir dy a 'StateY P 'Telephone Number
2.ONO 'lJ-
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'Section or land Grant 'fomiship •Range •County 5ubdivisloq '
Water wall contractor ^License Numaor Tolephone Number Email A dressy .-
'Water all Confrbe— foLa � , dress Cit Stela ZeC Ip
--9 `7�py orYVorY,'c tra r Rgpnir—Mod:fiooGoru •.•...Abnndonmanl -
iA!L'NilnrhetofPrnnngnriWAll- 'RamonruxRiaar Moonwiu�n.anainaminril
Landscape Irrigation Agricultural Irrigati'`"
on _Silo tnveslidalion"
the Water upply _._
Recreation Area —Livestock _Montlorfrr0
,_Public Water Supply (Umilod Use/DOH) _ Nursery Irrigation M_, Test _
Public Walor Supply (Community or Non-CommuntlylDEP) - CommerciaUlnduslriol - Eadh•Coupled Geothermal
.___,Golf Cowan Irrigalloo .� HVAC Supply M -:3 ' 2021
Gress I IrUaolian r HVAC Rutum
Class V Injection; Y _Recltatge _ _ CommercialAnduelrtal Disposal _ _ Moiler Storage end RoCovery _,.,•. Orolnage f
RDmudlalion: ___,_Recovory __}Ur Sparga _Olhmr (o rrranl %f In -St Luckcatim,
�Olherroa><.mol �; _ �.(r+cro.nan3rypaarJwn`rJa� panpiadlltrynUvoupanwuaedu y .. i
4 S(anca fmnr Septic System I! _200 �'', FedIl�Doscrlplion--�'-�_ -- _ 12. Esdrnatod Start DateYi
1 G timaled Wall DeAL926 wmslin iatod Casing Cop 8. •Primary Casing Diameter s _ Open bole: FromTd-_— IL
14, Estimafod'Scroen WDrval: From To II,
9. P 'tary Casing Materiel: _ _Black Steel _ Gatvanizad -__ Sluinloss Steel
_No(Cased _____,Other:__ _ ��-
16.SeeondaryCosino:iTeloscupeCominU"Liner`SurfaceCasing Diarnetur___in,
17, Secondary Casing Material: =Black Steal _Gatvanizad _ _PVC
Slalnlasa Stout _Other__- _
fEc pmod of Cunsfruction. Ropalr, of Abandonment: _ Auger Cabte Teol ,rotted Rot Sonic
—Combfnallon (Two or More Mothads) _Hand Driven (Well Point, Sand Paint) —Hydraulic Point (Olrecl Push)
__Horizontal Drilling _._-.-PIt199oo Dy ADDrovod Method _ 011iar Noacriuol_ . _ ,__„
19. Proposed G oulin Inlorval for the Primary, Secondoly, and Addilio a Casi
Fron�ToSeel Material
( 8enlalf{N_e Ce, n
From _ _ , To _ -Seal Materiel ( Qonlonlle ,Neat ComaIN .: ,Other
From To Seal Material („_,Bunlonitri� NsaiCemen► _0(hdr �`__ j
Frorn .� To �w Soai Material �_6arilunile_Neal Cemont_Oplar 1
2�0. ;Inyd�icatetolal number of ox(sUn.9 wens on SRO _ Ust numborof existing unused wells on site
M his well or any eAkingwell orwalerwilhdrewalonthoowner's contiguousproperty covered under aConsumpGvelWaterUse Permit (CUPIWUP)
cr'CUP1WUP Appllcallo i7 ,Yea V. � � o yaS• complote the fuAowin9: CUPhWP No, . - __ _ , DisViolWell ID No. - co
23, Loliludo,__ Longitude
23.DdliiObtained From: _____GPS , __ Mop --Survey Datum: NAD27 NAD83 WGSea
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Iwww.r gpwd Fwnw.rrarna, t .wlxWb•w.Nw1::11s.rru I�Qrw q,n+wc,•rci
_. _... __.. �.............. ......,. N+:,warol6eaaa 1l md.�anm U(1�Nvycrnaiml artnt7+tOnecWplelNNuih mvm IZ
Approval Granted Insuo ate_ Bt�irafaA Datq
Fee RacoNod i10s• °b __- _ ` Receipt Na. _ ChWA No.
THIS PL•RM1T IS NOT VALID UNTIL PROPERLY SIGNED BV ANAUTI 6 r ED OFFIOER oR REPRESENT' OF 7H'.
PERMmSNAIL BEAVAILABLE ATTHE WELI.SITE _OURINGAI.LCO RUCTION.REPAIR.AtODIFICATION.ORABAN
nP.P Frurn: 02•b02,000(11 BNM.nYO Date: OdohOr 7. 2010
+ems HydrologlslnppM i
OR DELEGATED AUTHORITY. THE
ENTACTNITIES. �
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