CC-14-1588 (2) h it
Rick Scott I �
Yisslo�e: Governor
To protect,promote&improve the health
of all people in Florida through integrated John Fie Armstrong,riffD,FACS
state,county&community efforts. C/t�'r(.' State Surgeon General&Secretary
Vlelon:To be the Healthiest State In the Nation
i
November 20, 2014
I
Daniel Prado
10000 SUV 14 Terrace
Miami, FL 33174
RE: Contingency Letter
Application Document No:AP1160682
Centrax Permit Number: 13-SC-1561557 l
OSTDS Number:
9723 NE 2 Ave
Miami, FL 33138
Lot:10 11 Block:31 Subdivision:
Dear Applicant:
This will acknowledge receipt of an application dated 09/23/2014 for a permit to use an
existing onsite sewage treatment and disposal system located on the above referenced
property.
Proposed change of tenancy with same use for"Santas Group Inc"Karate Studio 20 students,
2 employees. AOP# 13-qc-1570580
From a review of your completed application, it has been determined your existing system is
adequate for the proposed use.
If you have any questions on this matter, please call our office at(786) 315-4444.
SincereI ,
I
Car s Ic
Enclosures
cc:
Florida Department of Health www.FlaridasHealth.com
in DADE COUNTY TwITTER:HealthyFLA
1725 NW 167 St,Opa Locke,FL 33056 FACEBOOK:FLDepartmentofHealth
DI-IrIAIG•rang.\R7'LaFnn =Av.rang\R7a_1AC.AA Vnl ITI IRF.flrinh
C LI - 15E(Y�'
Notice of Preventative Treatments for Termites
(As required by Florida Building Code(FBC)104.2.6)
® Pest Control Co.
r10 SW 43rd Street • Miami, FL 33155
Phone: 3 55-221-3149
9717 DTE 2 AVE Miami Sbores,F1
Address of Treatment or Lot/Block of Treatment
3/10/15 1 :00 pm Mike Gonzalez
Date Time Applicator
Premise 75 Imidaclop-rid 10 Gallons
Product Used Chemical used(active ingredient) Number of gallons applied
.05% 50 LF
Percent Concentration Area hTeated(square feet) Linear feet treated
I3orizontal & Adjoining Slab
Stage of treatment(Horizontal,Vertical,Adjoining Slab,retreat of disturbed area)
As per 104.2.6-If soil chemical barrier method for termite prevention is used,final exterior
treatment shall be completed prior to final building approval.
ff this notice is for the final exterior treatment, initial and data this line 3/10/1 5
ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC.
7` 5TATE TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CIEMLST-D..MLING-ENVIROMENTAL SERVICES
URING 9600 N.W.791h Avenue,Hialeah Gardens,Florida. 33016-Phol,-: 305-888-3373 Fax:305-888-7443
PROCTOR COMPACTIONTEST
ASTM D-1557 _
Date Aril 16u',2015 Order Number 15-142
Client Gator Investments
Address 1595 NE 163r Street,North Miami Beach,Florida 33162
Project "Commercial Bldg,"
Addess 9723 NE 2 nd Avenue,Miami,Florida
Sample Location Stock pile at the job site
Soil,Description Subgrade: Grey Sand with Rock Mix
Sam led b Asad Reported to
TEST RESULTS
Laborat ,ry Number: 15-142 Sample Number: 01
The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 10 lb.Hammer and 18"drop
A-ASHTO designation T-180-C.
%Moisture Dry Density D nsi I vs % Moistu
7 101.1 5 6 7 11 12
9.2 105.5
9
103.3 opr
or
AAR
Optimum Moisture 92
100%Max.Dry Density 105.5
98%Dry Density 103.4
95%Dry Density 100.2 —
Gradation test passing 314"Sieve 100.00% N
Z
W
Sampled By Asad
Tested ByMalick
Checked By SS p --
Typed By jWC I % MOISTURE-
Resr
r s bmitted by.
0
APR � 62015
GiCbG' a e e,P.E. #51371'
ALL S TE 1 NGINEERING&
TESTING CONSULT ANI C, M.
Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density Test,
All State Engineering&testing Consultants Inc.is not to be held responsible.
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of
statements,conclusions or extracts from our reports is reserved.
s:
I
1
cT -PC ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC.
ALL,a I.A 1 E TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES
ENGINEERING, 9600 N.W.79'Avenue,Hialeah,Florida. 33016-Phone: 305-888-3373 Fax:305-888-7443
Field Density Test of Compacted Soils
ASTM D-5195
Client: Gator Investments Order# 15-142
Address: 1595 NE 163 Street,North Miami Beach,Florida 33162 Date. 04-16-14
Aviect. "Commercial Bldg," Gau e# 23 599
Address: 9723 NE 2 Id Avenue,Miami,Florida
Phone No:
Attention:
Lai ID# Location
15-725 Men's Bathroom Interior Slab on Grade
15-726 Woman's Bathroom Interior Slab on Grade
15-727 Shower Area Interior Slab on Grade
Description o Material Grey Sand with Rock Mix
Back Fill Sub Grade x Barre Rock
Sam led B : Tested Ay:
Laboratory Identification Number 15-725 15-726 15-727
Test Number 1 2 3
Depth in Inches 12" 12" 12"
Field Density LB/Cu Ft (Dry Density) 103.8 104.3 104.0
Moisture Contents 9.6 9.3 8.6
Maximum Density In the Field(%) 98.4 98.9 98.6
Compaction Requirement by Specs %of 98% 98% 98%
Maximum Densi
100%Maximum Density(Lab) 105.5 105.5 1 105.5
Proctor T-180 AASHTO Method C 15-142 15-142 15-142
Optimum Moisture(%) 9,2
Reported By Asad
Checked By ISS
Typed By we
' Respens5irn��-ted by; .
PR 1 6 201
Gilb o vn rete,P..E. #51371-
ALL
51371 _ALL STATE ENGINEERING&
TESTING C(?NWUPA.NTS, INC.
Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density
Test,All State Engineering&testing Consultants,Inc.is not to be held responsible.
As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of
statements,conclusions or extracts from our reports is reserved.