HomeMy WebLinkAboutFAXED PAPERSST LUCIE HEALTH DEPT
PAGE 01
amn arwncrnas '
St. Lucie County Health Department
oxvxsrow aF Environmental Health Division
Environmental Health 5150 NW Milner Drive " Port St. Lucie FL 34983
•'d
(772) 873-4931 * Fax (772) 873-4893
Bio•terrorism Response + Beach and River Water Quality + Institutional Food + Body Art+ Group Care+
Migrant Housing + Minimum Housing + Mobile Home Parks + Fuel Storage Tanks SUPER -Act Systems + Wells + Pools + Septic -Tanks + Biomedical Waste Sanitary Complaints +Rabies Surveillance
Arbovirus Surveillance (West Nile Virus) + Indoor Air Quality + Emergency Response
FAX S ANNED VER PAGE
Date: BY
St. Lucie County )
To; Company
Fax #: hone #:
Pages, including cover:
comments: 7 1/)3. I],)vAAll n d=C aL%' ldlr 1
From:
❑
James Duncan
❑
Ryan Frasier
❑
John Hanson
❑
Sonji Hawkins
❑ Tracy Hunter
❑ David Koerner
❑ Carolyn Mabry
❑ Bruce McLeod
❑ James Moses
Jodi Aolissky
❑ Amanda Saternow
❑ Sheila Swank
❑ Kevin Turner
❑ Jennifer Whigham
This fax transmission may
y contain material that is confidential under Florida and federal statutes and is intended to be
delivered only to the named addressee. Unauthorized use of this information may ithe addre,nformatioss Or the n Is received by anyone other than the named addressee, the recipientshould immediatelyfminal the senes. if r at
this
in instructions as to the
this material should ba violation
e destroyed.hone Under ^ err no cr above r cumstances should this material
disyy shared,osal retained, If I i able to copied contact
anyone
other than the named addressee,
r r
HUSTAD Structural Ennineering, LLC CA 9843
744 Via Toscana °Good works for Great Clients" Wellington; FL 33414
May 15, 2007
SunTree Homes, Inc. SCANNED
Attn: Frank__Keiser, President _—_ BY _
12777 Forest Hill Blvd., Suite 1501 St Lucie County
Wellington, FL 33414
Re: Abercrombie Residence #1026
Emerson Avenue
St. Lucie County, FL
Dear Mr. Keiser.
Per your request, our office has reviewed the following items and can recommend:.
A 8" x 16" poured concrete tie -beam with (2) #5 rebars top & bottom and #3 ties
at 6" on center can be used in lieu of the 8" x 16" pre -cast lintel on the rear
porch area.
2. The (2) #5 rebars in the top of the 8" x 20" pre -cast lintel can be placed side by
side in lieu of detail 10 on sheet 5.
Provided these items are installed in a good workmanship like manner, it will be in
compliance with the Florida Building Code requirements and the original construction
documents.
If you should have any further questions please contact our office at your convenience at
798-7750.
HUSTAD Structural Engineering, LLC
Sincerely,
�i.�j�
David L. Hustad, President
/S 7 Professional Engineer#44996
Special Inspector #698674
(561) 798-7750 Office (561) 798-7752 Fax dhustad(r),adelphia.net Email
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SunTree Homes, Inc.
12777 Forest Hill Blvd.
Suite 1501
Wellington, Florida 33414
(561) 795-4141 • Fax (561) 790-5439
St.
DATE:
1
TO:
L n c,on �/\ 8
FAX #:
1
FROM:
rae
NO.OF P
GES (INCLUDING COVER PAGE):
REMARKS:
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THANKYOU!!!
'GANNE®
BY
_ucie County
1 'd C991'ON Wdll:l LOR 'Ll'JdV
03/22/2007 10:04 772E l93 ST LUCIE HEAL' -_PT PAGE 01
rr HEAL St. Lucie County Health Department
e=vfst N a r Environmental Health Division
Environmen I Health 5150 NW Milner Drive * Port St. Lucie FL 34983
(772) 873-4931 * Fax (772) 873-4893
Bioderrorlsm Res pone +-Beach and River -Water Quality-• Institutional Food * Body Art ♦-Group Care*
Migrant Housing I Minimum Housing a Mobile Home Parks • Fuel Storage Tanks ♦ SUPER Act # Water
Systems ♦ Wells Pools • Septic Tanks # Biomedical Waste • Sanitary Complaints • Rabies Surveillance
Arbovirus Survell once (West No Virus) ♦ Indoor Air Quality ♦ Emergency Response
Pages, inch
Comments:
From: - //,, �f Y j
ElJarriEsr&3
❑ Ryan Frasier
❑ John Hanson
❑ Sonji Hawkim
AX COVER PAGE
/ V
e,holy i�in�eP James Moses ❑ Kevin Tumor
❑ David Koerner �_g Jodi Polissky ❑ Jennifer Whighom
❑ Carolyn Mob ry ❑ Amon rnow ❑
❑ Bruce McLriod ❑ Sheila Swank
•rl A�yy
I 1"` °''�1i6
This fax transmission may contain ' al that is confrienfial under Flori and federal statutes and is intended to be
defvered only to the amed addressee, un dzed use of this informa n may be a violation of criminal statutes. If this
information is received by anyone other than then addressee recipient should immed ately notify the sender at
the address or the to aphone numbarabwe and obtain ins ions es to the disposal thereof, If unable to contact sender,
this material should is destroyed. Under no circumstant;es should this material by shared, retained, or copied by anyone
other thanthenamw addreeeaa
a 'd E99PON Wdld:t Loot 'LI'ttlh'
03/22/2007 10:04I 772B' '93 ST LUCIE HEALT ;PT PAGE 02
STATE OF FLORIDA
/ DEPAR MENT OF HEALTH
ONSITI SEWAGE TREATMENT AND DISPOSAL $YSTEM
•� CONSTRUCTION PERMIT
CONSTRUCTION PERMIT OR:
[.,X ].New System [ ]Existing System [ )Holtling Tank [
[ )Repair [ ]Abandonment [. )Temporary [
CENTRAX ]f: 56-9F-09079
DATE PAID:
FEE PAID : $
RECEIPT :
OSTDSNBR 06-0485- •N
] Innovative Other
]
APPLICANT: AbercFomb>,e/Buntree Homes AGENT:WILLIAM BENNETT
PROPERTY STREET ADDR SS: Emerson Ave Fort Pierue Ft 34951
LOT: BLOCK: SUBDIVISION:
[Section/TownshiplRanga/Parcel ido.)
PROPERTY ID ,$: 10-3A -39E- IOR TAX ID NUMBER]
SYSTEM MUST BE CONST UCT.SD IN ACCORDANCE WITT.i SPECIFICATIONS AND STANDARDS OF CHAPTER 64E-•6,FAC
DEPARTi.,-1ENT APPROVAL F SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME
PERIOD. ANY CHANGE, N MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT,
REQUIRz THE APPLXCAN ' TO MODIFY TAE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS
PERMIT BEING MADE NU L AND VOID, ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM
COMPLIANCE WITH OTHE . FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT.
SYSTEM DESIGN AND SPECIPICATIONS
T [ 1350
]Gallons
A [ 0
)Gallons
N f 0
]GALLONS
K [ 0
1GALLONS
0 [ 923 )SQUARE;
R [ 0 )SQUARE
A TYFE SYSTEM:
I CONFIGURATION:
N
F LOCATION TO BENS
I ELEVATION OF PR'
E BOTTOM OF DRAIN
L
D FII,L REQUIRED: [
MULTI-CRAMBERED/IN SERIES: [Y' )
MULTI-CRAMB£RED/IN SERIES: [Y ]
ASE INTERCEPTOR CAPACITY
ING TANK CAPAC'.TY [ 0 ] GALLONS @ [ 0 ] DOSEE�S/jP.ER 24 I -MS 0 PUMPS 1 00� ]
PRIMARY DRAI'.4FIELD SYSTE14 / � I 'x 5' !✓S/ /1 VW
SYSTEM. (it/
N ] STANDA•..D [ N ] FILLED [ Y ]MOUND [ ]
( N ]TRENCE ( X ]BED [ N I
SYSTEM SITE [ ) [ INCITES ) [ BELOW ] BENCHMARK/REk'EKtNL6 YU1NT
TO BE [ 12.0 ) [ INCHES ) [ BEWW]BENCHMARK/REFERENCE 20214T
0 1INC.HES EXCAVATION REQUIRED: [ 96.0 ] INCHES
the �licensed ucontwa,toz in:,talling the system is responsible for installing the minimum
category of tank in coore'ance with a. 64E-6.013(3)(£), FAC.
Home stubout invoz to 'te level with benchmark, "Elevation revised 3/14/2007*
Excavate 641X17IX7' da-ap.
SPECIFICATIONS BY
TITLE:
APPROVED BY- Polissl , Jodi TITLE: Environmental Speo St. Lucie CHO
DATE ISSUED: 11/17/ 6 _ EXPIRATION DATE: 5/17/08
DH 4016, 03/97 (Obsolete) pr=vious edicions which may act be used)
(Stock t=ur"-• 57-1 (ar, adnlnoa •;n: o-ni - Pane 1 of 2
6 1d E991ION Wd[Z:I LOOd 'LI'Itld
03/22/2007 10:04
772E ,193
ST LUCIE HEALI`s_ .,'!PT
I�TJAE"I
APPLICANT.:
AGENT:
F FLORIDA
ENT OF HEALTH
SEWAGE DISPOSAL SYSTEM
ALUATION AND SXBTEM SPECIFICATIONS
LOT; BLOCK: I SUBDIVISION:
CENTRAX $: 56-SF-09079
OSTDSNBR : 06-048S-N
IO#: 10-34S-39E-
'S
PROPERTY SIZE CONFORMS
TO SITE
PLAN:[XI YES. [ ]NO
NET USABLE AREA AVAILABLE: 6.11 ACRES
TOTAL ESTIMATED SEWAGE
FLOW:
B00 GALLONS
PER DAY (64E-6, TABLE 11
AUTHORIZED SEWAGE FI,
W:
9165 GALLONS
PER DAY (1500GPD/ACRE OR 2500GPD/ACRE]
UNOBSTRUCTED AREA AVAILABLE:
_ 2000 SQFT
UNOBSTRUCTED AREA REpUIREb: _1530 _ SQFT
BENCHMARK/REFERENCE $oINT LOCATION: Nail, In Edge of Emerson Ave. Near S. P/L (Labeled
ELEVATION OF PROPOSEq SYSTEM SITE IS 16.00 [ IN= ] [ BELOW ]BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK ksATCH CAN BE MAINTAINED ':'ROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES:
SURFACE WATER; N/A FT DITCHES/SFALES: 15+ FT NORMALLY WET? [ ]YES [ X ]NO
WELLS: PUBLIC; N/A FT LIMITED USE: N/A FT PRIVATE: 75 FT NON -POTABLE: N/A FT
BUILDING FOUNDATIONS 7+ FT P.ROPER'''Y INES: 15+ FT POTABLE WATER LINES: N/A FT
SIT$ SOBJECT TO FREQUENT FLOODING: C ]`.ES [ X )NO 10 YEAR FLOODING? ( ]YES ( X INO
10 YEAR FLOOD ELEVAT)ON FOR SITE: 0 FT NGVD SITE ELEVATION: 0 FT NGVD
SOIL PROFILE INPC
Mtutsell #/Color
10y.8—Si1A—R Ana
+.nyg_7 lr-YW
nm-F /i -cv
1 Dvv-R/1 ..r_y
USDA SOIL SYRIES:
OBSERVED WATER TABLE
ESTIMATED WET SEASON
HIGH WATER TABLE VEG
SOIL TEXTURE/LOADIN(
DRAINFIELD CONFIGUR'
RFMARFS/.ADDITIONAL c
Estimated WSWT de'cei
BDF elovationn o$ at
SITE EVALUATED BY
SITE I
�^ Death
n to 1 a
1 q to '4a
gg to I
_ tG
to
to
to
SOIL PROFILE INFORMATION SITE 2
xtmieall 9/Color Texture D!Eth
to
to
to
to
Y OYR-4/1-D cy Wi , Reni4 n to 1R
I OYR 51�_r. as Ei� I A to a0
...I nYR-r Ir_-'y RN AnnA an t0 AA
(11nv — AA to AR
USDA SOIL SERIES: Unknown
4 00 INCHES [ BELOW ) EXISTING GRADE TYPE: [ PERCHED ]
FER TABLE ELEVATION:20.00 INCHES [ BELOW ] EXISTING GRADE.
LION: [ ]YES [X) NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES
RATE FOR SYSTEM SSZXNG:Fine S=110.65 DEPTH OF £XCAVATION:96.0 INCHES
ION: [ ]TRENCH [ X )BED [ )OTHER (SPECIFY)
STERIA:
fined £Yom USDA Soil Conservation Svc Soil survey of mx & ¢xisting
rounding properties.
DH 4015, 03/97 106101e[.al prmvious edition:: Which may not be used)
!Stock. aunbet: 5744-003- nIS-1) (ostds eve! 4016-3)
DATE: 11/7/06
Page 3 0! 3
6 'd E991'0N Wd[Z:[ LOOZ 'L['1dV
person Avenue as platted and bears S00'07`56'E_
w is and distances are not to be scaled for contraction and/or design purposes.
e coincident with "PLAY' ar�d description data unless otherwise noted,
� 31 raised seal of a Florida licensed Surveyor et Mappg-
cilent, there has been no search of the public records done by this office.
ial flood Insurance Program Rote Map,"Community Panel Humber 12111CO070 F,
(OCCUPM)
um. FfE=61.20
constmellon. A N89•52'04"£ 1260.94'
,
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f PROPOSED
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FFE=51.60 PER
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\$LC HEALTH DEPT.
0
S89'52'04"W 700,00'
N
m
(VACANT)
formed under my supervision
L'tKllritV Iv;
TOBY T. & KELLY A. ABERCCROMBIE;
HARBOR FEDERAL SAVINGS BANK;
ROYAL PALM TITLE .6c ABSTRACT, INC. and
FIDELITY NATIONAL TITLE INSURANCE
COMPANY OF NEW YORK.
SiRC
PROPOSED
24' DRIVEWAY
331.S3'
*NO WELLS OR SEPTIC
SYSTEMS OBSERVED
fin' F
I
14
J
Location I
(Hot To ScJ
N
Cy—
LLI
2
w
WITHIN 100' Or
PROPOSED ORAtHFlt7 O BENC
J
OR PROPOSfO WELL(ASS—.
ELEV
stRc ! I I (NAIL -
I I -j 1 165.�10'
-- -- -----------+,----F----------
Date of Ind flad v
/ p I Boundary Sun
C ",l
Development Services, Inc.
Wellington Country Plaza • 12777 West Forest Hill Blvd • Saite 1 Wellington
561-790-4471 • Far 561-790�4488 �•
February 15, 2007 SCANNED
9
St. LucCounty zp°�
E• PROJECT NAM Proposed Residence: Abercrom>Z�
LOCATION: PCNO.: 1310-412-0005-000-5
Emerson Avenue
St. Lucie County, Florida
CLIENT: SunTree Homes, Inc
The compacted building pad at the above referenced
site has been prepared, examined, and tested in
accordance with accepted Engineering practices and
Section 1804, Footings and Foundation, Florida
Building Code. Conformance to the appropriate
ASTM and AASHTO Standards have also been observed.
Based on the results as indicated on the attached
test report, and knowledge of compaction
methodology employed, the existing building pad has
been developed to a minimum soil bearing value of
2500 p.s.f. The building pad area is defined as an
area of at least five feet beyond the proposed
building lines.
It shall be the responsibility of the owner or
contractor to maintain the building pad in a manner
to keep soil erosion at a minimum. This report
does not certify any subsoil conditions.
If you have any questions regarding this report,
please feel free to call for further information.
Respectfully Submitted,
JHC/cn
Land Sarveming • Soil
- j-
Development Services, Inc.
Wellington Country Plaza • 12777 West Forest Hill Blvd • Suite 1503 • Wellington, FL 33414
561-790.4471 • Fax 561-790-4488
SunTree Homes. Inc,Abercrombie •: 1.41
PROJECT: Proposed Residence: PCNo.: 1310-412-0005-5 Date 02-15-07
(Emerson Avenue), St Lucie County
INTENDED USE: Building Foundation - Compacted Soil NO. OF SAMPLES_
SOURCE OF SAMPLES: IN - PLACE MATERIAL REPORTED TO: CLIENT
SPECIFICATIONS GOVERNING: 95% of T - 180
LOCATION DEPTH DENSITY PROCTOR PERCENT DENSITY
SOUTHWEST CORNER
OF BUILDING PAD 0'-1' 101.2 106 95.5%
SOUTHEAST CORNER
OF BUILDING PAD 0'-1' 101.4 106 95.7%
NORTHEAST CORNER
OF BUILDING PAD 0'-1' 101.2 106 95.596
NORTHWEST CORNER
OF BUILDING PAD 0'-1' 101.4 106 95.7%
These tests are representative of and apply only to
the location and depth as shown above.
Land Suroe0to • Soil Testing • Planning