HomeMy WebLinkAboutSewageSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT.': Erik Melville
PROPERTY ADDRESS: 7827 Sabal Lake Dr .-.Port Saint Lucie, FL 34986
PERMIT #:66-SF-2137387
APPLICATION #:AP1551345
DATE PAID:
FEE PAID:
RECEIPT #:
DoCUMENT #: PR1406623
LOT: 30 BLOCK: SUBDIVISION: SabalCreek I
PROPERTY ID #: 3321-501-0030-000-2 [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 Secticnew CAPACITY
A I ] 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 HAS #Pumps [
,
D [ 650 ] SQUARE FEET Drainfield new SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [X] MOUND
I CONFIGURATION: [x] TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: site BM, NiD, center of cul-de-sac
I ELEVATION OF PROPOSED SYSTEM SITE [ 9.00 ]
E BOTTOM OF DRAINFIELD TO BE [ 4.00 ]
L
D
O
T
H
E
R
FT ] [ ABOVE
POINT
FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of
gpd.
SPECIFICATIONS BY:A Brian J InJffam TITLE: Environmental Specialist II
APPROVED BY: '. == TITLE: Environmental Specialist II St. Lucie CHD
Brian J ngram
DATE ISSUED: 0910412000 EXPIRATION DATE: 03/04/2022
DH 4016, 08/09 (Obsoleted all previous editions which may not be used)
Incorporated: 64E-6.003, FAC C I I c
v 1.1.4 AP1551345 SE1365157
� tflE
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
•�`°°` ``�. APPLICATION FOR CONSTRUCTION PERMIT
PERMIT NO.������
DATE PAID:
FEE PAID:
RECEIPT #:
APPLICATION FOR:
['1/r-New System [ ] Existing System [ ] Holding Tank [ ] Innovative
[ ] Repair [ ] Abandonment [ ] Temporary [ ]
APPLICANT: r i Me L iJ i
) fi�i:4^Lf!$,D ( C9�!<'{ ��� j-��n .�L"E TELEPHONE: �Z �j�y� ' �7�J7
AGENT: I)
MAILING ADDRESS: RIB YU 'l e6d "e- p1 I7t 7"i-I E-C Pfc n-d- R-
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 (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
PROPERTY INFORMATION
LOT: 3o
BLOCK:
SUBDIVISION:
�C�
(.Z��et �;
?6-s-e i. PLATTED:
PROPERTY ID
#: 33;11 -SGI
-00-1 —2-
ZONING:
I/M OR EQUIVALENT: [ Y / N ]
PROPERTY SIZE: Zi24ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC <=2000GPD [ 1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / 4N] DISTANCE TO SEWER: FT
PROPERTY ADDRESS: 47 9'247 <y!}-g l e- L n K4 kry-s-
DIRECTIONS TO PROPERTY: /n F J IV&u "07 P� Ar GC • r"C 4 a c, Re <o rvp .•-c V..
r r r fi tZ �N k`t- A � i-�t �� Uri � /S 4ti'� c' � i7� Le F+ + In L"
BUILDING INFORMATION [ ] RESIDENTIAL [ ] COMMERCIAL
Unit Type of No. of Building Commercial/Institutional System Design
No Establishment Bedrooms Area Sqft Table 1, Chapter'64E-6, FAC
1
2 I
4
[ ] Floor/Equipment sins [lf] Other (Specify)
SIGNATURE: �, DATE:
DH 4Q15, 08/09 (Obsoletes previous editions which may not be used)
Incorporated 64E-6.001, FAC Page 1 of 4
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Erik Melville
CONTRACTOR / AGENT: DiFrancesco Construction, Inc
LOT: 30 BLOCK:
SUBDIVISION: Sabal Creek I ID#: 3321-501-0030-000-2
APPLICATION # AP1551346
PERMIT # 56-SF-2137387
DOCUMENT # SE1365157
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: 2.79 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 520 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 6974.98 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 2000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1300.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: site 8
ELEVATION OF PROPOSED SYSTEM SITE 9.00
center of cul-de-sac
/ FT ] [ABOVE / I BELOW h BENCRMF,RK/REEERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: 75 FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON- POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 90 FT POTABLE WATER LINES: 75 FT
SITE SUBJECT TO FREQUENT FLOODING?
10 YEAR FLOOD ELEVATION FOR SITE:
GATT. n0nVTT.%T TWM"10L^MV~ Gr".e. q
[ ] YES [ X ] NO 10 -YEAR FLOODING? [ ] YES [ X ] NO)
FT [ MSL _/ NGVD ] SITE ELEVATION: . FT I MSL / NGVD
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 5/2
Sand
0 To 28
10YR 518
Sand
19 To 28
10YR 616
Sand
28 To 46
10YR 4/2
Sandy Clay Loam
46 To 57
HOLE CAVING
Refusal
57 To 72
S4nTT. DRnFTT.F. TWFARMnTTnM CTMW 7
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 4/2
Sand
0 To 14
10YR 5/2
Sand
14 To 30
10YR 5/8
Sand
20 To 30
10YR 6/4
Sand
30 To 46
10YR 4/2
Sandy Clay Loam
46 To 60
HOLE CAVING
Refusal
60 To 72
OBSERVED WATER TABLE: 27.00 INCHES [ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 19 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 19.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:
DRAINFIELD CONFIGURATION: [X ] TRENCH [
r REMARKS/ADDITIONAL CRITERIA
Sand/0.80 DEPTH OF EXCAVATION:
] BED [ ] OTHER (SPECIFY)
;WT determined using USDA WSS and soil borings.
YR518 CMN PROM RF mottling in 10YR512 matrix >2% starting at 19" in SB1.
1 9" below BM. SB2 8" below W 1-117
SITE EVALUATED BY:
Ingram, Brian (y{de: Environmental Specialist II) (ENVIRONMENTAL HEALTH)
DR 4015, 08/09 (Obsoletes previous editions a ah may not be used) Incorporated: 64E-6.001, PAC
INCHES
DATE: 08/24/2020
Page 3 of 4
AP1551345 EID2137387 v 1.0.2