HomeMy WebLinkAboutOSTDS NEWSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR:
APPLICANT: Rafael Alvarez
OSTDS New
PROPERTY ADDRESS: TBD Hartman Rd Fort Pierce, FL 34947
LOT: BLOCK:
PROPERTY ID #: 2407-441-0001-000-7
SUBDIVISION:
PERMIT #:56-SF-1735202
APPLICATION #:AP1272778
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1049400
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
Q
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 [ 1,050 ] GALLONS / GPD Septic 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 @[ ]DOSES PER 24 HRS #Pumps [
D [ 500 ] SQUARE FEET Drainfield new SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ) FILLED [x] MOUND
I CONFIGURATION: [XI TRENCH [ ] BED [ ]
N
F LOCATION of BENCHMARK: site BM orange capped IR elev 16.86 E prope
line Eft from rd
I ELEVATION OF PROPOSED SYSTEM SITE [ 9.00 ][INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 1.00 ][ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT
L
D I
0
T
H
E
R
'ILL REQUIRED: [26.UU] INCHES EXCAVATION REQUIRED: [ 45.001 INCHES
The system Is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), for a total estimated flow of
400 gpd.
The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with
s. 64E-6.013(3)(f), FAC.
S-PECIFICATIONS BY: Brian J Ingram TITLE: Environmental Specialist II
-APPROVED BY: TITLE: Environmental Specialist II St. Lucie CHD
Brian J I 20fam
DATE ISSUED: 02/14/2017 EXPIRATION DATE: 08114/2018
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 AD12'72778 SE1022917
qn
P�
APPLICANT:
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATIONS
Rafael Alvarez
PERMIT #I . D (a -,Sr- 17,352eDa.
AGENT. Culpepper & Terpening, Inc.
LOT: N/A BLOCK: N/A SUBDIVISION: N/A
PROPERTY ID #k : 2 4 0 7 - 4 41- 0 0 01- 0 0 0 - 7 [Section/Tovmship/Parcel No. or Tax ID Number]
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTEMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINNEERS•
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. 2.57 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABL�2]
AUTHORIZED SEWAGE FLOW: 6424 GALLONS PER DAY (1500 GPD/ACRE OR 2500 GPD/ACRE]
UNOBSTRUCTED AREA AVAILABLE: 750 SQFT UNOBSTRUCTED AREA REQUIRED: 750 SQFT
iron rod and cap 6' from west E/P, 120' North
BENCHMARK/REFERENCE POINT LOCATION: of S.E. Property Corner see 1plot lan
ELEVATION OF PROPOSED SYSTEM SITE IS $ [INCHES FT] ICABOVE BELOW] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: NONE FT DITCHES/SWALES:' 1851 FT NORMALLY WET? [ ] YES [X] NO
WELLS: PUBLIC: NONE FT LIMITED USE: NONE FT PRIVATE: NONE FT NON -POTABLE: NONE FT
BUILDING FOUNDATIONS: 23' FT PROPERTY LINES: 15' FT POTABLE WATER LINES: 23 51FT
SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [X] NO 10 YEAR FLOODING? [ ] YES [X] NO
10 YEAR FLOOD ELEVATION FOR SITE: N/A FT MSL/NGVD SITE ELEVATION: N/A FT MSL/NGVD
SOIL PROFILE INFORMATION SITE 1
MUNSELL #k/COLOR TEXTURE DEPTH
TO
TO
TO
TO
TO
TO
TO
TO
TO
USDA SOIL SERIES:
SOIL PROFILE INFORMATION RTTP.. 9
MUNSELL #/COLOR TEXTURE DEPTH
TO
To -
TO
TO
TO
TO
TO
TO
TO �.
USDA SOIL SERIES:
OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE:[PERCHED / APPARENT]
ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ABOVE / BELOW] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO MOTTLING: [ ] YES [ j NO DEPTH: INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: 0.8 DEPTH OF EXCAVATION- INCHES
DRAINFIELD CONFIGURAT, ,', t (i jrrTF NCH [ ] BED [ ] OTHER (SPECIFY)
MMARKS/ADbITIONAL CR2 RIB= k
SPITE EVALUATED BX :-� �) !t DATE: !t
DH 4015, 08/09 (Obsoletes Ptevirous•- editions Whiah' may not .be used) Incorporated: 64E-6.001, FAC Page 3 of 4
lei STATE OF FLORIDA PERMIT NO. -�6
77�5� Z
>, DEPARTMENT OF HEALTH DATE PAID:
ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID:
'.h,c' SYSTEM RECEIPT #:
vir.APPLICATION FOR CONSTRUCTION PERMIT raj
APPLICATION FOR:
[X] New System [ ] Existing System j ] Holding Tank
[ ] Repair [ ] Abandonment j ] Innovative
[ ] Temporary [ ]
APPLICANT'. Rafael Alvarez
AGENT: Culpepper & Terpenina, Inc. TELEPHONE: 772-464-3537
MAILING ADDRESS: 2980 South 25th. Street, Ft. Pierce, FL 34981
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: N/A BLOCK: N/A SUBDIVISION.
N/A
PLATTED: N/A
- PROPERTY ID 0: 2407-441-0001-000-7
ZONING: Res.
I/M OR EQUIVALENT:
[ Y
PROPERTY SIZE: 2.57 ACRES WATER SUPPLY:
[X] PRIVATE PUBLIC [ ]<=2000GPD [
1>2000GPD
. IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y
/�N ]
DISTANCE TO SEWER:
N A FT
PROPERTY ADDRESS: Hartman Road
DIRECTIONS TO PROPERTY: From Okeechobee
Road go North
on Hartman Road
1.2 miles
BUILDING INFORMATION [X] RESIDENTIAL [ ] COMMERCIAL
Unit Type of No, of Building Commercial/Institutional System Design
No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC
1 '
Single Family Res. 4 2653 SF
2
(house + hobby room)
_ 3
4 • ; `;
. -1 , l f f • .elf , ' / r < <.
meii � riids" ['. ] Other (Specify)
SIGNATURE'-.'.€`r
DH 4015, 08/09'•10b Q.letes^•pee,•Vious editions which may not be used)
Incorporated.64E=$:0'O1, "FAC
DATE: I ww
Page 1 of 4
;`K=€ St. Lucie County Health Department
9 5150 NW Milner Dr Port Saint Lucie, FL 34983
HEAALTH
A'
PAYING ON: PERMIT#: 56-SF-1735202 BILL ooc #:56-BID-3336844 CONSTRUCTION APPLICATION #: AP1272778
RECEIVED FROM: Culpepper & Terpening, Inc AMOUNT PAID: $ 515.00
PAYMENT FORM: CHECK 1004 PAYMENT DATE: 01/25/2017
MAIL TO: Rafael Alvarez
FACILITY NAME:
PROPERTY LOCATION:
TBD Hartman Rd
Fort Pierce, Fl- 34947
Lot:
Block:
Property ID: 2407-441-0001-000-7
EXPLANATION or DESCRIPTION:
-1 - OSTDS Construction Application and Plan Review,New
123 - OSTDS Construction Site Evaluation
126 - OSTDS Construction Permit (New or Mod, Amendment)
127 - OSTDS Construction System Inspection
128 - OSTDS Construction System Inspection Research Fee
133 - OSTDS Construction Reinspection
-1 - Surcharge (All)
-1 - OSTDS New Permit Surcharge
QUANTITY
FEE
1
$
100.00
1
$
115.00
1
$
55.00
1
$
75.00
1
$
5.00
1
$
50.00
1
$
15.00
1
$
100.00
RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3175746
I
I
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Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved.
Property Identification
Site Address: HARTMAN Parcel ID: 2407-441 -0001 - Account#: 152042 Sec/Town/Range:
RD 000-7 07/35S/40E
Map ID: 24/07S Zoning: RS-3 Use Type: 0000 Jurisdiction: Saint Lucie
County
Ownership Legal Description
Rafael S Alvarez Jr 7 35 40 FROM NE COR OF SE 1/4 OF SE 1/4 RUN W 25 FT
280 N Brocksmith rd TO W R/W LI OF HARTMAN RD AND POB,TH CONT W
Fort Pierce, FL 34945 282.50 FT,TH SLY 475.5 FT,TH ELY 282.52 FT TO W R/W
LI,TH N ALG W R/W LI 225.01 FT,TH W 210 F I ,TH N 104
FT THE E 210 FT,TH N 142.49 FT TO POB (2.57 AC) (OR
3525-619)
Current Values I Historical Values 3-year
JustMarket: $39,800 Assessed: $39,800 Year Just/Market Assessed Exemptions Taxable
Exemptions: $0 Taxable: $39,800 2016 $39,800 $39,800 $0 $39,800
2015 $38,200 $38,200 $0 $38,200
2014 $38,200 $38,200 $0 $38,200
Date
05-13-2013
• 02-20-2004
07-20-2001
View:
Year Built: N/A
Primary Wall:
Bedrooms: 0
Full Baths: 0
Half Baths: 0
Sale History
Book/Page
Sale Code Deed Grantor
3525 / 0619
0001 WD Rivera,Heriberto
1980 / 1901
XX01 QC Roberts,Donna M
1425 / 1953
XX02 WD Leben,Michael E
Primary Building Information
Finished Area of this building: 0 SF
Gross Area of this building: 0 SF
Exterior Data
Type
Roof Cover:
Roof Structure;
Frame:
Grade:
Story Height:
No. Units: 0
Interior Data
A/C %: 0%
Electric:
Heated %: N/A%
Heat Type:
Sprinkled %: 0%
Heat Fuel:
Total Areas
Price
$24,900
$I00
$130,000
Building Type:
Effective Year: 2014
Secondary Wall:
Primary Int Wall:
Avg Hgt/Floor: 0
Primary Floors:
Finished/Under Air 0
(SF):
Gross Area (SF): 0
Land Size (acres): 2.57
Land Size (SF): 111,950
Total Building Count: 1
Special Features and Yard Items
Qty Units Year Bit
This information is believed to be correct at this time but it is subject to change and is not warranted.
0 Copyright 2017 Saint Lucie County Property Appraiser. All rights reserved.
ttp://www.pasic.org/RECard/ 1/25/2017
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 120.57, 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.
STATE OF FLORIDA APPLICATION # AP1272-770
DEPARTMENT OF HEALTH PERMIT # 56-SF-1735202
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1022917
SITE EVALUATION AND SYSTEM SPECIFICATION
r
APPLICANT: Rafael Alvarez
CONTRACTOR / AGENT: Culpepper & Terpening, Inc
LOT: BLOCK:
SUBDIVISION: ID# : 2407-441-0001-000-7
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: 2.57 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES- LEI / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 3854.99 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: site BM orange capped IR elev 16.86 E property line 6ft from rd
ELEVATION OF PROPOSED SYSTEM SITE 9.00 [ 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:' FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT
BUILSING FOUNDATIONS: 20 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 65 FT
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [XINO]
10 YEAR FLOOD ELEVATION FOR SITE: FTC MSL / NGVD J SITE ELEVATION: FT [ MSL / NGVD
GATT_ DDf\WTTF TWWnPMIITTnW STTF. 1 SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:
. Munsell if/Color
Texture
Depth
10YR 4/2
Fine Sand
0 To 9
10YR 512
Fine Sand
9 To 20
1OYR 518
CMN/PRM RF
14 To 59
1 OYR 612
Loamy Sand
20 To 31
10YR 7/2
Fine Sandy Loam
31 To 38
10YR 6/2
Sandy Loam
38 To 45
10YR 5/1
Fine Sand
45 To 61
1 OYR 6/1
Loamy Fine Sand
61 To 72
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
1 OYR 4/2
Loamy Fine Sand
0 To 9
10YR 512
Fine Sand
9 To 20
1OYR 5/8
CMN/PRM RF
15 To 24
10YR 612
Loamy Sand
20 To 31
1OYR 712
Fine Sandy Loam
31 TO 38
1 OYR 5/2
Loamy Fine Sand
38 To 45
1 OYR 511
Fine Sand
45 To 63
10YR 6/1
Fine Sand
63 To 72
OBSERVED 14ATER TABLE: 67.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: ( PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 14 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES EX ]NO MOTTLING: [X]YES [ ]NO DEPTH: 14.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.80 DEPTH OF EXCAVATION: 45 INCHES
•DRA_INFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ j OTHER (SPECIFY)
I- REMARKS/ADDITIONAL CRITERIA
IWSWT determined using USDA WSS and soil borings. Soil similar to Riviera fine sand.
10YR 518 cmn prom RFs in 10YR 512 matrix starling at 14" in SB1
SB1 9" below BM. SB2 8" below BM. _
SITE EVALUATED BY:
Ingram, Brian Ole: Environmental Specialist II) (ENVIRONMENTAL HEALTH)
DR 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, PAC
DATE: 02/14/2017
Page 3 of 4
AP1272778 EID1735202 v 1.0.2
STATE OF OF FLORIDA File COPYAPPLICATION # AP1272778
DEPARTMENT OF HEALTH
PERMIT # 56-SF-1735202
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION DOCUMENT # SE1022917
RECEII.'rD M1Ai?77017
APPLICANT: Rafael Alvarez
- CONTRACTOR / AGENT: Culpepper & Terpening, Inc
LOT: BLOCK:
SUBDIVISION: ID# : 2407-441-0001-000-7
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: 2.57 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 3854.99 GALLONS PER DAY [ 1500 GPD/ACRE I OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Site BM Oral
ELEVATION OF PROPOSED SYSTEM SITE 9.00 [
IR elev 16.86 E property line 6ft from rd
/ FT ] [ ABOVE /I BELOW I] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
- SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO
WF,LLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 20 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 65 FT
SITE SUBJECT TO FREQUENT FLOODING?
10 YEAR FLOOD ELEVATION FOR SITE:
A[]TT. VPnWTT.F. TWVnVI.MMTnM cant• I
[ ]YES [X]NO 10 YEAR FLOODING? [
FT [ MSL / NGVD ] .SITE ELEVATION: FT
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 4/2
Fine Sand
0 To 9
10YR 5/2
Fine Sand
9 To 20
10YR 5/8
CMN/PRM RF
14 To 59
10YR 6/2
Loamy Sand
20 To 31
10YR 712
Fine Sandy Loam
31 To 38
10YR 5/2
Sandy Loam
38 To 45
10YR 5/1
Fine Sand
45 To 61
10YR 6/1
Loamy Fine Sand
61 To 72
SOIL PROPTT.P. TNPARMATTnV 14TT7 7
]YES [X]NO]
[ MSL / NGVD
USDA SOIL SERIES:
Munsell #/Color
Texture
Depth
10YR 412
Loamy Fine Sand
0 To 9
10YR 5/2
Fine Sand
9 To 20
10YR 5/8
CMN/PRM RF
15 To 24
10YR 6/2
Loamy Sand
20 To 31
1 OYR 7/2
Fine Sandy Loam
31 To 38
10YR 5/2
Loamy Fine Sand
38 To 45
10YR 5/1
Fine Sand
45 To 63
10YR 6/1
Fine Sand
63 To 72
OBSERVED WATER TABLE: Z67.00 INCHES [ ABOVE / HELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 14 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 14.00 INCHES
- SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:
DMINFIELD CONFIGURATION: [X ] TRENCH [
I- REMARKS/ADDITIONAL CRITERIA
] BED
Fine Sand/0.80 DEPTH OF EXCAVATION: 45 INCHES
[ ] OTHER (SPECIFY)
WSWT determined using USDA WSS and soil borings. Soil similar to Riviera fine sand.
10YR 518 cmn prom RFs in 10YR 612 matrix starting at 14" in SB1
S131 9" below BM. SB2 8" below BM.
SITE EVALUATED BY: Ai ---
Ingram, Brian Vrtle: Environmental Specialist II) (ENVIRONMENTAL HEALTH)
DH 4015, 08109 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
DATE: 02/14/2017
Page 3 of 4
AP1272778 EID1735202
v 1.0.2