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FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS # 40b'� & Well #����Q
Date:
Reviewer:
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114" = VV AT 22" X 34" LAYOUT
1/8" =1W AT 1 V X 17" LAYOUT
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3300 BATTLEGROUND AVE.
SUITE 230
GREENSBORO, NC 27410
PHONE: 336-282-3606
1 WJH,LLCO2017
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PLAN # / ORIENTATION
1202 / RH
SERIES NAME:
DIAMOND
PLAN NAME:
-J I I LAST REVISION DATE
6/29/18
SHEET #
GRP21.1 `
CONTRACTOR / AGENT:
LOT: 11
Wade Jumey Homes, LLC
--- ------BLOCK: 72
SUBDIVISION: Lakewood Park IDN: 1301-607-0065-000-3
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MOST PROVIDE
REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: IX]YES I ]NO NET USABLE AREA AVAILABLE: 0.24 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 359.99 GALLONS PER DAY [ 3.500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT
BENCHMARK/REFERENCE POINT LOCATiON: Site BM set PK nail on near side of road (circled in orange spray paint)
ELEVATION OF PROPOSED SYSTEM SITE 7.00 [ INCHES / FT ] [[ABOVE / BELOW ] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [ ]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 75 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: FT PROPERTY LINES: 14 FT POTABLE WATER LINES: FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES EX ]NO 10 YEAR FLOODING? [ ]YES [X]NO]
10 YEAR FLOOD ELEVATION FOR SITE: FT MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Lawnwood sand
Munse111FIColor Texture
Depth
1 OYR 413
Sand
0 TO 11
10YR 312
Sand
11 To 22
7.5YR 5/8
CMN/PRM RF
18 To 33
10YR 7/2
Sand
22 To 33
7.5YR 4/4
Sand
33 To 40
10YR 3/2
Sand
40 To 51
10YR 7/2
Sand
51 To 57
10B 5/1
Sandy Loam
57 To 72
USDA SOIL SERIES:Lawnwood sand
Munsell #/Color Texture
Depth
1 OYR 4/3
Sand
0 To 11
10YR 3/2
Sand
11 To 22
10YR 712
Sand
22 To 32
1 OYR 3/2
Sand
32 To 55
10YR 712
Sand
55 To 61
10B 5/1
Sandy Loam
61 To 72
OBSERVED WATER TABLE: INCHES [ ABOVE / BELOW I EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 18 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES IX]NO MOTTLING: [X]YES I ]NO DEPTH: 18.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.80 DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [ X ] TRENCH [ ] BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSWi determined using USDA WSS and soil borings. 7.SYR 518 CMN Prom RF mottling In 10YR 312 matrix> 2%starting at 18" in
SB1. SB1 25" above BM. SB2 29" above BM.
SITE,EVALUATED BY:
Cbllten Hunter (Title: Environmental Specialist 1) (Florida Department of Health in St. L
DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
DATE: 04/23/2019
Page 3 of 4
AP1408690 EID1940863 v1.02
STATE OF FLORIDA
DEPARTMENT OF HEALTHONSITE ReCF1�Fa
SYSTEM SEWAGE TREATMENT AND DISPOA 2l 9 101
9
CRtlo
<JCI co De@lii
PERMIT #:56-SF-1940863
APPLICATION #:AP1408690
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1213475
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (Wade Journey Home) — --
PROPERTY ADDRESS: TBD Santa Clara Blvd Fort Pierce. FL 34951
LOT: 11 BLOCK: 72 SUBDIVISION: Lakewood Park
PROPERTY ID #: 1301-607-0065-000.9 [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, E.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
T [
900 ]
GALLONS / GPD SeDtic New
CAPACITY
A [
1
GALLONS / GPD N/A
CAPACITY
N [
]
GALLONS GREASE INTERCEPTOR CAPACITY
[MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] '
K [
]
GALLONS DOSING TANK CAPACITY [
]GALLONS or ]DOSES PER 24 HRS #Pumps [ ]
D [
375 ]
SQUARE FEET Drainfeld 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 Set PK nail On near Side Of road (Circled in
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD TO BE
L
D FILL REQUIRED: [24.001 INCHES
0
T
H
E
R
[ 7.00 ][ INCHES FT ][ ABOVE BELOW I BENCHMARK/REFERENCE POINT
[ 13.001[ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT
system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
gpd.
SPECIFICATIONS B,\\ Hunter A Collier _ TITLE: Environmental Specialist I
APPROVED BY: I72p� x /. TITLE: Environmental Specialist I St. Lucia CND
Homes A older
DATE ISSUED: 04/24/2019 EXPIRATION DATE: 10/24/2020
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC Page 1 of 3
v 1.1.4 AP1408690 SE1163086