PL-09-1214Miami Shores Village
Department JUL z 1 2009
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y:
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building Electrical
Permit No.
CY'rl-
Master Permit No. ge---
Plumbing
Mechanical Roofing
Owner's Name (Fee Simple Titleholder) o4tt 14015. Phone #
Owner's Address /a (o'' ��N E /0/
City 1--€4,4 " ii. ��' +�J State
Tenant/Lessee Name
Zip 33/3g
Phone #
Job Address (where the work is being done) /.2‘4) /0€ / 0/ £C
City Miami Shores Village County Miami -Dade
Is Building Historically Designated YES NO is
Zip 33(3$'
Contractor's Company Name A `L kGuE 65 JT62A .W d ,Phone # ®s —�3 — •�Z2 -Z
Contractor's Address h'7 *320
City / State Zip 3344
Qualifier ail/et-AA. �c,cs�ycj .1Y.
State Certificate or Registration No.
Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
(370,670 Square Footage Of Work:
$ Value of Work For this Permit
]Addition ❑Alteration A, ['New ❑ Repair/Replace ❑ Demolition
s
Type of Work:
Describe Work:
** ** * * ** * * * *,�* * * * * * * * * ** Fees ** * * *,� * * * *,� ** * ,� * *n * * *� * * * * **
Submittal Fee $ Permit Fee $ 'CO CCF $ 1.0-0
Notary $ Training/Education Fee $ 0 •40 Technology Fee $ 7511/4S
Scanning $ '00 Radon $ Zoning Bond $
CO /CC
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $
(Continued on opposite side)
55 l AUL 2 1 PAI®
,
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGN S,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature ( j Ty
Contractor
The foregoing instrument was acknowledged before me this 20
Owner or Agent
The foregoing instrument was acknowledged before me this
day of ,20,by
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
NOTARY PUBLI
Si n:
Print:
********** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** *****************&****************** * * * * * * * * * ** * * * * * * * * *. * * * * * * * * **
* * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED
chc 05/13/03
* * * * * * * * * * **
* * * * * * * * * * *;' * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner.
Engineer
Zoning
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 119889 Permit Number: PL -7 -09 -1214
Scheduled Inspection Date: August 18, 2009
Inspector: Levrock, James
Owner: HOLSTON, MERCEDES
Job Address: 1266 NE 101 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: A LEAGUE CONTRACTORS, INC.
Permit Type: Plumbing - Residential
Inspection Type: Final
Work Classification: Septic
Phone Number
Parcel Number 1132050080010
Phone: 305 - 256 -0306
Building Department Comments
() 1-odck,
Ctotsiictlwai
Passed
Failed
vInspeOr Comments
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
A.inmm.+ 47 lino
For Inspections please call: (305)762 -4949
13..,e a .,s ��
STATE OF FLORIDA
DEPARTMENT OF HEALTH DATE PAID:
ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID:
SYSTEM
RECEIPT #'
•
PERMIT #: 13-SG-946104
APPLICATION #:AP887650
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Jhon Holston
DOCUMENT #: PR746498
PROPERTY ADDRESS: 1266 NE 101 St Miami, FL 33138
LOT: 1
BLOCK: 1 SUBDIVISION: Golden Shores Ocean
PROPERTY ID #: 11- 3205 -008 -0010
[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 [ 1,050 ] GALLONS / GPD Seotic CAPACITY
A [ ] 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 HRS #Pumps [ ]
D [ 465 ] SQUARE FEET Trench confiauration drainfi SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [X] STANDARD [ ] FILLED [ ] MOUND [ ]
I CONFIGURATION: [X] TRENCH [ ] BED [ ]
N
F LOCATION OF BENCHMARK: C/L NE 101 St & E P /L:6.03'NGVD
I ELEVATION OF PROPOSED SYSTEM SITE [ 18.80 ] d INCHES 1/ FT ] [
E BOTTOM OF DRAINFIELD TO BE
L
D FILL REQUIRED:
[ 0.00 ] INCHES
ABOVE I/ BELOW ] BENCHMARK/REFERENCE POINT
[ 11.20 ] [1 INCHES / FT ] [ ABOVE /+ BELOW ] BENCHMARK /REFERENCE POINT
EXCAVATION REQUIRED: [ 72.00] INCHES
O,_
T
H
E
R
072 amended on 0.6 /15/09 (w.e —A
1. [hstai1050 g septic tank.
2.Install 465 sq ft drainfield in Trench configuration.
3.Install 42" of slightly limited soil under bottom of drainfield.
4. Perimeter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed.
5.Invert elevation of drainfield to be no Tess than 5.60' NGVD.
6.Bottom of drainfield elevation to be no Tess than 5.10' NGVD.
SPECIFICATIONS BY: Carlos M ,o;: a
APPROVED BY:
DATE ISSUED:
Carlo
07/30/200
TITLE:
TITLE: - Legacy
Dade CHD
EXPIRATION DATE: 01/30/2010
DH 4016, 10/97 (Previous Editions May Be Used)
v 1.1.4 AP887650 SE763450
Page 1 of 3
• •
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Jhon Holston
APPLICATION # AP887650
PERMIT # 13- SG- 946104
DOCUMENT # SE763450
CONTRACTOR / AGENT: Angel Saad
LOT : 1
SUBDIVISION: Golden Shores Ocean
BLOCK: 1
ID# : 11- 3205 - 008 -0010
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
TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY
AUTHORIZED SEWAGE FLOW: 625.00 GALLONS PER DAY
UNOBSTRUCTED AREA AVAILABLE: 940.00 SQFT
BENCHMARK /REFERENCE POINT LOCATION:
ELEVATION OF PROPOSED SYSTEM SITE
NET USABLE AREA AVAILABLE: 0.25 ACRES
RESIDENCES- TABLE1
1500 GPD /ACRE OR
/ OTHER -TABLE 2 ]
2500 GPD /ACRE
UNOBSTRUCTED AREA REQUIRED: 930.00
C/L NE 101 St & E P /L:6.03'NGVD
SQFT
18.80 [ INCHES / FT ] [
[ABOVE
/ BELOW] BENCHMARK /REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: Na FT DITCHES/ SWALES: n/a FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: n/a FT LIMITED USE: n/a FT PRIVATE: n/a FT NON - POTABLE: n/a FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 12 FT
SITE SUBJECT TO FREQUENT FLOODING?
10 YEAR FLOOD ELEVATION FOR SITE:
SOIL PROFILE INFORMATION SITE 1
[ ] YES [X]NO
FT [ MSL /
USDA SOIL SERIES:
Munsell #/Color
Urban land
Texture
Depth
10YR 2/1
Sand
0 To 9
10YR 8/3
Oolitic Limestone
9 To 72
OBSERVED WATER TABLE:
NGVD
10 YEAR FLOODING? [ ]YES
] SITE ELEVATION: 7.60 FT [ MSL /
PROFILE INFORMATION SITE 2
[X3NO]
NGVD
USDA SOIL SERIES: Urban land
Munsell ti/Co lor Texture
Depth
10YR 2/1
Sand
O To 13
10YR 8/3
Oolitic Limestone
13 To 72
INCHES [ABOVE / BELOW] EXISTING GRADE TYPE:
ESTIMATED WET SEASON WATER TABLE ELEVATION:
55 INCHES [ABOVE /
BELOW
HIGH WATER TABLE VEGETATION: [ ] YES [X]NO MOTTLING: [ ] YES [X]NO
PERCHED
/ APPARENT ]
] EXISTING GRADE
DEPTH:
INCHES
SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: Replacement 4-FS/0.80 DEPTH OF EXCAVATION: 72 INCHES
DRAINFIELD CONFIGURATION: [X ] TRENCH [ ] BED [ ] OTHER (SPECIFY)
REMARKS /ADDITIONAL CRITERIA
Amended on 06/15/09 to change D/F configuration from bed to trench. Split system with 372 gpd.
SITE EVALUATED BY:
Piverger, Joseph (Title: Engineer Specialist II) (Dade County Environmental Health)
DH 4015, 09/2006 (Previous Editions May Be Used)
AP887650
DATE : 07/23/2008
Page 3 of 4
EID946104 v 1.0.2
• •
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Holston John W & Mercedes
PERMIT #: 13-SC-983022
APPLICATION #: AP923526
DATE PAID:
FEE PAID:
RECEIPT #•
DOCUMENT #: PR776573
PROPERTY ADDRESS: 1266 NE 101 St Miami, FL 33138
LOT: 1
BLOCK: 1 SUBDIVISION: Gordon Shores
PROPERTY ID #: 11- 3205 -008 -0010
[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 Septic CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS Of ]DOSES PER 24 HRS #Pumps [ ]
D [ 184 ] SQUARE FEET bed confiauration SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [X] STANDARD [ ] FILLED [] MOUND [ ]
I CONFIGURATION: [ ] TRENCH [x] BED [ ]
N
F LOCATION OF BENCHMARK: CL NE 101 st., 6.76' NGVD.
I ELEVATION OF PROPOSED SYSTEM SITE [ 4.08 ][IINCHES V FT ][`ABOVE( BELOW] BENCHMARK /REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 20.92] [I INCHES I' FT ] [ABOVE / BELOW h BENCBMARK /REFERENCE POINT
D FILL REQUIRED:
0
T
H
E
R
[ 0.00 ] INCHES
EXCAVATION REQUIRED: [ 67.00] INCHES
Split system with 128 gpd. of 500 gpd (rear system)
*Invert elevation of drainfield to be no less than 5.50 ft. NGVD.
*Bottom of drainfield elevation to be no Tess than 5.00 ft NGVD.
*Install 42" of slightly limited soil under the bottom of the drainfield.
- Perimeter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed or drain trench.
-The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with
sec. 64E- 6.013(3)(f). F.A.C.
SPECIFICATIONS BY:
APPROVED BY:
DATE ISSUED:
Carlos M I
Carlos
06/15/2
TITLE:
TITLE:
Dade CHD
EXPIRATION DATE: 12/15/2010
DH 4016, 10/97 (Previous Editions May Be Used)
v 1.1.4 A9923526 5E789984
Page 1 of 3
• •
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Holston John W & Mercedes
APPLICATION # AP923526
PERMIT # 13-SC- 983022
DOCUMENT # SE789984
CONTRACTOR / AGENT: Guillermo Suarez
LOT: 1
SUBDIVISION: Gordon Shores
BLOCK: 1
ID# : 11- 3205-008 -0010
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
TOTAL ESTIMATED SEWAGE FLOW:
AUTHORIZED SEWAGE FLOW:
UNOBSTRUCTED AREA AVAILABLE:
PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.24 ACRES
500 GALLONS PER DAY
599.98 GALLONS PER DAY
366.00 SQFT
RESIDENCES- TABLE1
1500 GPD /ACRE OR
/
OTHER -TABLE 2 ]
]
SQFT
2500 GPD /ACRE
UNOBSTRUCTED AREA REQUIRED: 366.00
BENCHMARK /REFERENCE POINT LOCATION: CL NE 101 st., 6.76' NGVD.
ELEVATION OF PROPOSED SYSTEM SITE 4.08 [1 INCHES 1' FP ] [
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 [ ]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON- POTABLE: FT
BUILDING FOUNDATIONS:
5 FT PROPERTY LINES: 5 FT
SITE SUBJECT TO FREQUENT FLOODING?
10 YEAR FLOOD ELEVATION FOR SITE:
SOIL PROFILE INFORMATION SITE 1
[ ]YES [X]NO
FT [ MSL /
USDA SOIL SERIES:
Munsell #IColor
Urban land
Texture
Depth
10YR 3/3
Fine Sand
0 To 4
10YR 5/2
Gravel
4 To 72
NGVD
POTABLE WATER LINES: 12.5 FT
10 YEAR FLOODING? [ ]YES [X]NO]
] SITE ELEVATION: 7.10 FT [ MSL /
PROFILE INFORMATION SITE 2
NGVD
USDA SOIL SERIES: Urban land
Munsell #!Color Texture
Depth
10YR 3/3
Fine Sand
0 To 6
10YR 5/2
Gravel
6 To 72
OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE TYPE:
ESTIMATED WET SEASON WATER TABLE ELEVATION: 49 INCHES [ ABOVE /
BELOW
PERCHED
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH:
/ APPARENT ]
EXISTING
GRADE
INCHES
SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: Replacement4 -FS /0.70 DEPTH OF EXCAVATION: 67 INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [X] BED [ ] OTHER (SPECIFY)
REMARKS /ADDITIONAL CRITERIA
split system with 128 gpd of 600 gpd,(rear system)
SITE EVALUATED BY:
SUAREZ. GUILLERMO (Title: - Legacy) (G. SUAREZ SEPTIC TANK)
DE 4015, 09/2006 (Previous Editions May Be Used)
DATE: 05/19/2009
Page 3 of 4
AP923526 E10983022 v 1.0.2
Project Name: ADDITION
Lot
Al -Flex Exterminato.
4035 S.W. 98 Avenue, Miami Florida 33165
P.O. Box 650213 / Miami Florida 33165 -0213
Tel. (305)552 -0141 / 1 -800 782 -9284
FAX (305) 227 -1797
WEB PAGE: www.al - flex.com / E -Mail: al- flex @bellsouth.net
0 Block 0 Model:
Partial Treatment Notice
Property Address:1266 NE 101 ST
MIAMI
Service order by: SAAD HOMES
7664 NW 186 ST
HIALEAH, FL. 33015-
Permit #:
FL
Date: 10/ 9/2008 Time: 3:00 PM Applicator: CASIMIRO
Product Used: PROBUILD T.C.
Number of Gallons applied : 100 Percent Concentration: 0.25
Area Treated : 1,000 Sq. Feet Tamp: N Linear feet Treated : 128
Chemical Used: CYPERMETHRIN
(active ingredient)
Stage of Treatment : Horizontal /Interior Vertical
This is not valid without a company seal
1. The above noted structure has received the first of two or more required treatmets for the prevention of native
subterranean termites.
2. Upon completion of this treatment and payment of any balance due under this contract, Al -Flex will provide purchaser with
written confirmation that the treatment is completed and the associated limited warranty is in full force and effect.
The limited warranty shall not be considered to be in effect until all required payment has been made.
This form is for inspection or construction draw purposes only. The perimeter of the above structure must be treated at final grade
accordance with pesticide label and Florida Statue. Warranty and treatment certification will be issued upon completion of final
treatment.
This form should not be accepted as proof of complete treatment for Certificate of Occupancy or Closing.
NOTICE TO BUILDER: It is the responsibility of the builder to notify AL -Flex Exterminators should treatment be required for patios,
driveways and entryways. Al -Flex Exterminators must be notified at final grade of structure so final treatment can be completed
warranty issued, and required paperwork for closing submitted.
THIS IS NOT A PROOF OF WARRANTY
S.E.T.
ENGINEERING & TESTING LAB, CORP.
2855 NW 112 Ave. Suite 8 Miami FI. 33172
Tel: (305) 594 -4396 Fax: (305) 594 -4305
Field Density Report
Client: SAAD HOMES Client No,459 -2003 Date: 10/10/08
Project: 1266 NE 101 STREET MIAMI SHORES, FL
Soil Description: GRAY SILICA SAND MIX WITH ROCK
Proctor No.: 2965
LOCATION
FIELD
DENSITY
(LBS /CFT)
MOIST.
CONTENTS
%
MAX
DENSITY
%
IN THE
FIELD
LIFT
RESULTS
WEST CENTER UNDER SLAB
115.2
15.7
101.0
FINAL
P
CENTER UNDER SLAB
112.9
15.0
96.2
FINAL
P
EAST CENTER UNDER SLAB
114.7
15.2
97.7
FINAL
P
Moisture % No.: 9.8
DEPTH: 12"
100% Max Density: 117.4 ASTM D- 2922 -71
REQ. COMPACTION: 95%
Remarks: ALL OF THE ABOVE TESTED LOCATIONS COMPLY WITH THE JOB SPECIFICATIONS.
P =PASS F =FAIL FT= FOOTING SG= SUB -GRADE BC =BASE COURSE
Respectfully Submitted
C5i2 Per
FERMIN A. M. TINE: P.E.
FLORIDA REGISTRATION # 19363
DATE:
CLIENT NI E
CLIENT'S # :
PROCTOR #:
SOIL DESCRIPTION:
S.E.T.
Engineering & Testing Lab, Corp.
2855 NW 112 Ave. Suite 8
Miami FI. 33172
Tel: (305) 594 -4396 Fax: (305) 594 -4305
10/10/2008
SHAD HOMES
459 -2003
2965
GRAY SILICA SAND MIX ROCK
140.0 -m--
135.0
130.0
125.0
120.0
115.0
4. 110.0
'a 105.0 -
0100.0 T
t. 95.0
0 90.0
85.0
80.0
75.0
70.0 i i I i t 'I r i
2.3.4.5.6.7.8.9.1011121314151617181920212223
00000000 .0.0.0.0.0.0.0.0.0.0.0.0.0.0
% Moisture
OPTIMUM MOISTURE:
AASHO DESIGNATION: T -180 D
Respe ully submitted
Moisture %
Dry
Density
lb/oft
5.6
113.2
9.8
117.4
10.7
116.5
9.8% MAXIMUM DRY DENSITY: 117.4
FERMIN A. M INE� , P.E.
FLORIDA REGISTRATION # 19363
S.E.T.
ENGINEERING & TESTING LAB, CORP.
2855 NW 112 Ave. Suite 8 Miami Fl. 33172
Tel: (305) 594 -4396 Fax: (305) 594 -4305
Client: SAAD HOMES
Field Density Report
Client No 459 -2003 Date: 10/10/08
Project: 1266 NE 101 STREET MIAMI SHORES, FL
Soil Description: GRAY SILICA SAND MIX WITH ROCK
Proctor No.: 2965
LOCATION
FIELD
DENSITY
(LBS /CFT)
MOIST.
CONTENTS
%
MAX
DENSITY
%
IN THE
FIELD
LIFT
RESULTS
WEST CENTER UNDER SLAB
115.2
15,7
101.0
FINAL
P
CENTER UNDER SLAB
112.9
15.0
96.2
FINAL
P
EAST CENTER UNDER SLAB
114.7
15.2
97.7
FINAL
P
Moisture % No.: 9.8
DEPTH: 12"
100% Max Density: 117.4 ASTM D- 2922 -71
REQ. COMPACTION: 95%
Remarks: ALL OF THE ABOVE TESTED LOCATIONS COMPLY WITH THE JOB SPECIFICATIONS.
P =PASS F =FAIL FT= FOOTING SG= SUB -GRADE BC =BASE COURSE
Respectfully Submitted
/on De
FERMIN A. M TINEiP.E.
FLORIDA REGISTRATION # 19363
r
DATE:
CLIENT NI E
CLIENT'S # :
PROCTOR #:
SOIL DESCRIPTION:
S.E.T.
Engineering & Testing Lab, Corp.
2855 NW 112 Ave. Suite 8
Miami Fl. 33172
Tel: (305) 594 -4396 Fax: (305) 594 -4305
10/10/2008
SHAD HOMES
459 -2003
2965
GRAY SILICA SAND MIX ROCK
140.0
135.0
130.0
125.0
120.0
Q 115.0
s'.• 110.0
's 105.0
0 100.0
i 95.0
0 90.0
85.0
80.0
75.0
70.0
2.3.4.5. 6.7.8.9.101112131415161718192(212223
00000000 .0.0.0.0.0.0.0.0.0.0.0.0.0.0
% Moisture
OPTIMUM MOISTURE: 9.8% MAXIMUM DRY DENSITY: 117.4
AASHO DESIGNATION: T -180 D
Respuliy submitted
FERMIN A. M +'' INE , P.E.
FLORIDA REGISTRATION # 19363
Moisture %
Dry
Density
lb/cft
5.6
113.2
9.8
117.4
10.7
116.5