HomeMy WebLinkAboutSewageSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE-SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Wallace T. Long
PERMIT #:56-SF-2055307
APPLICATION #: AP1478697
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1325418 r
PROPERTY ADDRESS: 2635 S Brocksmlth Rd Fort Pierce,.FL 34945
LOT: BLOCK: 3 SUBDIVISION: MCNurlen Farms
PROPERTY ID #: 2320-501-0034-000-4 [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 [
900 ] GALLONS / GPD
Seotic New
CAPACITY
A [
] GALLONS / GPD
N/A
CAPACITY
'N [
] GALLONS GREASE
INTERCEPTOR CAPACITY
[MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K I
] GALLONS DOSING
TANK CAPACITY [
]GALLONS 8[ ]DOSES PER 24 Has #Pumps [
D [ 375 ] SQUARE FEET Drainfield New SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: \ [ ] STANDARD [x] FILLED []
I CONFIGURATION: [X] TRENCH [ 1 BED r 1
i
MOUND I ]
LOCATION OF BENCHMARK: ground at Orange painted wooden stake
I ELEVATION OF PROPOSED SYSTEM SITE [ 1.00 ]
E BOTTOM OF DRAINFIELD TO BE' [ 2.00 ]
L
D
0
T
H
E
R
urvey control pt #11 site plan
FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
a Wuit V: 1 17.001 INCHES EXCAVATION REQUIRED: [ 38.00 ] INCHES
system Is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
gpd.
SPECIFICATIONS
BY: Hunter A Collier
TITLE:
Environmental Specialist I
APPROVED BY:
T TIE: Environmental Specialist I
St. Lucie CHD
Hunter A Collier
DATE ISSUED:
04/27/2020
EXPIRATION DATE:
10/27/2021
DH 4016, D8/09
(Obsoletes all previous
editions which may not be used)
Incorporated:
64E=6.003, FAC
Page 1 of 3
v 1.1.4 AP1478697 SE1274573
STATE OF FLORIDA APPLICATION # AP1478697
DEPARTMENT OF HEALTH PERMIT # 56-SF-2055307
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION DOCUMENT # SE1274573
APPLICANT: Wallace T. Long
CONTRACTOR / AGENT:
LOT:
BLOCK: 3
SUBDIVISION: McNurlen Farms ID#:2320-501-0034-000-4
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: IX ]YES [ ]NO .NET USABLE AREA AVAILABLE: 12.02 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 18029.99 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: ground at orange painted wooden stake survey control pt #11 site plan
ELEVATION OF PROPOSED SYSTEM SITE 1.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES.
SURFACE WATER: 100+ FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100+ FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 18 FT PROPERTY LINES: 100+ FT POTABLE WATER LINES: 100+ FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X ]NO 10 YEAR FLOODING? [ ]YES [X]NO]
10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
RnTT. DDnPiTTC --
USDA SOIL SERIES:Pineda sand
Munsell #/Color Texture
Depth
IOYR 5/4
Sand
0 To 11
10YR 6/3
Sand
11 To 16
1OYR 7/3
Sand
16 To 21
1 OYR 618
MANY/DST RF
16 To 21
10YR 514
Sand
21 To 25
I OYR 6/2
Sandy Loam
25 To 35
7.5YR 5/8
CMN/PRM RF
25 To 32
SG 6/1
Sandy Clay Loam
35 To 38
7.5YR 5/8
MANY/DST RF
35 To 38
1 OYR 611
Sand
38 To 48
SG 6/1
Sand
48 To 57
SG 6/1
Loamy Sand
57 To 65
5G 6/1
Sand -
65 To 72
)BSERVED WATER TABLE:
50.00 INCHES
[ ABOVE /
BELOW
...,..�....�.. nrr 0GA Uv WATER TABLE ELEVATION:
HIGH WATER TABLE VEGETATION: [ ]YES
SOIL PROFTT.R TNFnRMTTTnM cTmn o
USDA SOIL SERIES:Pineda sand
Munsell#/Color Texture
Depth
1 OYR 4/2
Sand
0 To 12
1 OYR 6/3
Sand
12 To 20
10YR 6/8
MANY/PRM RF
12 To 20
10YR 4/1
Sand
20 To 32
5G 6/1
Sandy Clay Loam
32 To 38
7.5YR 6/8
CMN/PRM RF
35 To 38
10YR 6/1
Sand
38 To 48
SG 6/1
Sand
48 To 57
5G 6/1
Loamy Sand
57 To 65
5G 6/1
Sand
65 To 72
] EXISTING GRADE TYPE:
25 INCHES
[ X ]NO MOTTLING:
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:
DRAINFIELD CONFIGURATION: [ X ] TRENCH
r REMARKS/ADDITIONAL CRITERIA
[ ABOVE / Hill
[X]YES [ ]NO
[ PERCHED / APPARENT
EXISTING GRADE
DEPTH: 25.00 INCHES
Sand/0.80 DEPTH OF EXCAVATION: 38 INCHES
] BED [ ] OTHER (SPECIFY)
r determined using USDA WSS and soil borings. 7.5YR 518 CMN Prom RF mottling in 10YR 6/2 matrix > 2% starting at 25" in
SB1 1" below SM. SB2 3" below SM. Shell encountered starting at 38" in S61, non -significant for texturing. Mulch
entered starting at 20" in SB2, non -significant for texturing
Continued On The Following Page...
AP1478697 EID2055307
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
SITE EVALUATED BY:
APPLICATION # AP1478697
PERMIT # 56-SF-2055307
DOCUMENT # SE1274573
Collier, Hunter (Title: Environmental Specialist I) (Florida Department of Health In St. L
DR 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
DATE; 04/23/2020
Page 3 of 4
AP1478697 EID2055307
v 1.0.2