HomeMy WebLinkAboutOSTDS NEWi
BY
STATE OF FLORIDA st hide Coin lby
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (GHO Homes) !
PROPERTY ADDRESS: Waldo Pepper Dr Port Saint Lucie, FL 34987
LOT: 35 BLOCK:
PROPERTY ID #: 4224-501-0035-000-2
PERMIT #: 56-SF-1 830047
APPLICATION #:AP1333314
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1115966
SUBDIVISION: Treasure Coast Air Park
[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 new CAPACITY
A [ ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITYI [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK CAPACITY [I' ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [
D [ 667 ] SQUARE FEET Drainfield new
R [ ] SQUARE FEET N/A
A TYPE SYSTEM: [ ] STANDARD [ ] FI
I CONFIGURATION: [ '] TRENCH [x] BED
N
F LOCATION OF BENCHMARK: Site BM FND PK Nail,
I ELEVATION OF PROPOSED SYSTEM SITE
E BOTTOM OF DRAINFIELD TO BE
L
Few
O
T
H
E
R
iSYSTEM
_SYSTEM
[x] MOUND [ ]
I]
of intersection NW property corner
[ 22.00 ] [1 INCHES FT ] [ABOVE BELOW BENCHMARK/REFERENCE POINT
[ 17.00][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
-.L" 1'.ZWUlitr:L: L GJ.UUJ INCHE5 EXCAVATION REQUIRED: t J iNCnzb
The system is sized for 3 bedrooms with a maximum occupancy of 6 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.
ki
SPECIFICATIONS BY: Brian J Ingrap7 TITLE: Environmental Specialist II
APPROVED BY: LE: Environmental Specialist II
Brian J Ingram
DATE ISSUED: 05/08/2018 EXPIRATION DATE:
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
v 1.1.4 AP1333314 SE1076291
l
I
St. Lucie CHD
11 /08/2019
Page 1 of 3
Y
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
to judicial review pursuant to Section 120.68, Florida
governed by the Florida Rules of Appellate Procedure,
by filing one copy of a Notice of Appeal with the Agenc
second copy, accompanied by the filing fees required
appropriate District Court. The notice must be filed wit
vho is adversely affected by it is. entitled
atutes. Review proceedings are
Such proceedings may be commenced
Clerk of -the Department of Health and a
I law, with the Court of Appeal in the
in 30 days of rendition of the final order.
I
I
STATE OF FLORIDA PERMIT NO.
" DEPARTMENT OF HEALTH DATE PAID:
' ONSITE SEWAGE TREATMENT AND 'DISPOSAL FEE PAID: (R?jou,
•i,1,cOD� SYSTEM RECEIPT #:
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
[i✓ New System [ ] Existing System [ ] Holding Tank
[ ] Repair [ ] Abandonment [ l Innovative
•[ ] Temporary [ ]
APPLICANT: G f O
AGENT: Leif SiGCi 122 I TELEPHONE : ] 6z/.A0
MAILING ADDRESS: P622- ;� )Z 1-541
TO BE COMPLETED BY APPLICANT OR APPLICANTS AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE
APPLICANTS 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 I
(L'
LOT: � BLOCK: SUBDIVISION: %r-S�1! E 600!r) %J6e&JRK PLATTED: CC/C1
PROPERTY ID # : iZONING: /161J I/M OR EQUIVALENT: [ Y / N ]
PROPERTY SIZE:
��a�� ACRES WATER SUPPLY: [V] PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000C-PD
I -
IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y N ] DISTANCE TO SEWER: FT
I
PROPERTY ADDRESS: -TBP 6,11LpC? J jz i�(Zty�
DIRECTIONS TO PROPERTY: 6�01 I -VF /n/T I At% /_'/-AA,6< 4,,1/"I.-
BUILDING- INFORMATION
Unit Type of
No Establishment
1
�% Owl it, y,&5/DWG
2
3
4
[ ] Floor/Equipment Drains
SIGNATURE:
&V LEi 7 /Sdi�I/�S/OUP/iJ% ,i.�/�,%I' t, ir1-1/
[ �] RESIDENTIIAL [ ] COMMERCIAL ����N�f
i
No. of Building Commercial/Institutional System Design
Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC
I
[ ] Other; (Specify)
I
DATE:
DH 4015, 08/09 (Obsoletes previous edieiohs which may not be? used)
Incorporated 64E-6.001, FAC
Page 1 of 4
i
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: GHO Homes
CONTRACTOR / AGENT:
LOT: 35
1 ov +,i .9. Ae ,i.+nc Inn
SUBDIVISION: Treasure Coast Air Park ID# :
BLOCK:
APPLICATION # AP1333314
PERMIT # 56-SF-1830047
DOCUMENT # SE1076291
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.I COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE
PLAN:
[X]YES
[ ]NO NET USABLE AREA AVAILABLE: 2.65 ACRES
2
TOTAL ESTIMATED SEWAGE FLOW:
400
GALLONS
PER DAY [
RESIDENCE S-TABLEI
/ OTHER -TABLE ]
AUTHORIZED SEWAGE FLOW:
3975.00
GALLONS
PER ,DAY [
�
1500 GPD/ACRE
OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE:
J
1200.00
SQFT
; UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION: Site BM FND PK Nail, center of intersection NW property corner
ELEVATION OF PROPOSED SYSTEM SITE 22;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 [X]NO
WELLS: PUBLIC: FT LIMITED USE: FTC PRIVATE:. 100 FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 100 -FT POTABLE WATER LINES: 75 FT
I -
SITE SUBJECT TO FREQUENT FLOODING? [ ]YES NO 10 YEAR FLOODING? [ ]YES [X]NO]
10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVDI'SITE ELEVATION: FT [ MSL / NGVD
SOIL PROFILE INFORMATION SITE 1 I SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Wabasso sand
Munsell #/Color Texture
Depth
10YR 5/1
Sand
0 To 27
10YR 6/1
Sand
19 To 27
10YR 3/3
Sand
27 To 40
10YR 5/3
Loamy Sand
40 To 51
10YR 5/3
Sandy Loam
51 To 60
5GY 5/1
Sandy Clay Loam
60 To 72
USDA SOIL SERIES:Wabasso sand
Munsell #/Color Texture
Depth
10YR 5/1
Sand
0 To 28
10YR 6/1
Sand
22 To 31
10YR 3/4
Sand
31 To 44
10YR 5/2
Sand
44 To 53
1 OYR 5/3
'Sandy Loam
53 To 59
5GY 6/1
Sandy Clay Loam
59 To 66
HOLE CAVING
Refusal
66 To 72
OBSERVED WATER TABLE: -42.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 19 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 19.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [X] BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings.
10YR6/1 stripping in 10YR5/1 matrix >10% with diffuse boundaries starting at 19" in SB1.
S81 22" below BM. SB2 18" below BM. /1
SITE EVALUATED BY:
Ingram, Brian (Title:
DH 4015, 08109 (obsoletes previous editions which`
ronmentaliSpecialist 11) (ENVIRONMENTAL HEALTH)
not be used) Incorporated: 64E-6.001, FAC
P1333314 EID1830047
DATE: 05/03/2018
Page 3 of 4
v 1.0.2
.. "A,
APPLICANT:
STATE OF FLORIDA PERMIT I S�3 00y7
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATIONS
O'No ffo,^'7E
LOT:�33_
BLOCK: j SUBDIVISION: 7T
PROPERTY ID #: ZZq _ D/- 06235-00 2--'
AGENT:
Section/Towns 1p/Parcel Nor Tax ID Number]
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: [Vf'YES [ ]I NO NET USABLE AREA AVAILABLE: 2•ES ACRES
TOTAL ESTIMATED SEWAGE FLOW: .300 GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE21
AUTHORIZED SEWAGE FLOW: �1'7,5 GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE].
UNOBSTRUCTED AREA AVAILABLE:�G;,r 00 SQFT � UNOBSTRUCTED AREA REQUIRED: SQFT
BENCHMARK/REFERENCE POINT LOCATION:
ELEVATION OF PROPOSED SYSTEM SITE I
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: 15 FT DITCHES/SWALES: rjt� FT NORMALLY WET? [ ] YES [j< NO
WELLS: PUBLIC: ,WO FT LIMITED USE: /610 ;FT PRIVATE:__Zs s FT NON -POTABLE:_ 6) FT
BUILDING FOUNDATIONS: '% FT PROPERTY LINES:__L_FT POTABLE WATER LINES:i %t7 FT
I
SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [i%] NO 10 YEAR FLOODING? [ ] YES [ Vj'NC
10 YEAR FLOOD ELEVATION FOR SITE: FTi MSL/NGVD SITE ELEVATION: FT MSL/NGVD
SOIL PROFILE INFORMATION SITE 1
MUNSELL #/COLOR TEXTURE DEPTH
_ TO
TO
TO
TO
TO
TO
TO
TO
TO
USDA SOIL SERIES:
SOIL PROFILE INFORMATION SITE 2
MUNSELL #/COLOR
TEXTURE DEPTH
TO
TO
TO
TO
TO
• TO
TO
rrn
io
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 [ ] NO DEPTH: INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA:
t.
SITE EVALUATED BY:
PC14AP-..) C. Li-Q
DR 4015, 08/09 (Obsoletes previous editions wh
may not/be used) Incorporated: 64E-6. 01, FAG
I
DATE:
Page 3 of 4
G
Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
Map Unit Name
i Acres in AOI
Percent of AOI
48
Wabasso sand, 0 to 2 percent
slopes
i 2.5
100.0%
Totals for Area of Interest
l 2.5
100.0%
I
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine thIe composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas.1A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use,land management. These are called .
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could .not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on thel maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observ,'ations to identify all the soils and
miscellaneous areas on the landscape. j
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
8
Custom Soil Resource Report
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about;the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the
salinity, degree of erosion, and other charact
basis of such differences, a soil series is divi
shown on the detailed soil maps are phases
commonly indicates a feature that affects us
silt loam, 0 to 2 percent slopes, is a phase o,
Some map units are made up of two or me
These map units are complexes, associati,
A complex consists of two or more soils or
pattern or in such small areas that they cai
The pattern and proportion of the soils or r
in all areas. Alpha -Beta complex, 0 to 6 pe
Isurface layer, slope, stoniness,
eristics that affect their use. On the
ded into soil phases. Most of the areas
Hof soil series. The name of a soil phase
e or management. For example, Alpha
f the Alpha series.
major soils or miscellaneous areas.
s, or undifferentiated groups.
cellaneous areas in such an intricate
be shown separately on the maps.
E)Ilaneous areas are somewhat similar
it slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
i
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soilslor miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
i
9
Custom Soil Resource Report
St. Lucie County, Florida
48—Wabasso sand, 0 to 2 pe
Map Unit Setting
National map unit symbol. 2svyr
Elevation: 0 to 70 feet
Mean annual precipitation: 46 to 5
Mean ,annual air temperature: 70 t
Frost -free period: 355 to 365 days
Farmland classification: Farmland
Map Unit Composition
Wabasso and similar soils: 85
Minor components: 15 percent
Estimates are based on obsery
Description of Wabasso
Setting
Landform: Flatwoods on ma
Landform position (three-dirr
Down -slope shape: Linear
Across -slope shape: Linear.
Parent material: Sandy and
slopes
inches
77 degrees F
unique importance
descriptions, and transects of the mapunit.
terraces
onal): Tread, talf
marine deposits
Typical profile
A - 0 to 6 inches: sand
E - 6 to 25 inches: sand
Bh - 25 to 30 inches: sand
Btg - 30 to 58 inches: sandy clay loam
Cg - 58 to 80 inches: loamy sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: 9
stratification
Natural drainage class: Poorl
Runoff class: Very low
Capacity of the most limiting 1
moderately High (0.06 to (
Depth to water table: About 6
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum
Salinity, maximum in profile:
mmhos/cm)
Sodium adsorption ratio, maxi
Available water storage in pro
50 inches to strongly contrasting textural
drained
yer'to transmit water (Ksat): Moderately low to
.20 in/hr)
to 18 inches
in profile: 5 percent
lonsaline to very slightly saline (0.0 to 2.0
in profile: 4.0
Very low (about 1.4 inches)
Interpretive groups
Land capability classification l (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: C/D l
i
. 1I0
I
I
♦ I
Custom Soil Resource Report
Forage suitability group: Sandy soils on flats of mesic or hydric lowlands
(G155XB141FL)
Other vegetative classification: South Florida Flatwoods (R155XY003FL)
Hydric soil rating: No
Minor Components
Hallandale
Percent of map unit: 6 percent
Landform: Flatwoods on marine terraces
Landform 'Position (three-dimensional): Tread, talf
Down -slope shape: Linear
Across -slope shape: Linear
Other vegetative classification: South Florida Flatwoods (R155XY003FL).
Hydric soil rating: Yes
Boca
Percent of map unit: 5 percent
Landform: Drainageways on marine terraces, flats on marine terraces
Landform position (three-dimensional): Tread, dip, talf
Down -slope shape: Linear, convex
Across -slope shape: Linear, concave
Ecological site: South Florida Flatwoods (R155XY003FL)
Other vegetative classification: South
South Florida Flatwoods (R155XY003FL)
Hydric soil rating: Yes
Pineda
Percent of map unit: 4 percen
Landform: Drainageways on r
Landform position (three -dime
Down -slope shape: Linear
Across -slope shape: Linear, c
Other vegetative classification
Hydric soil rating: Yes
ne terraces, flats on marine terraces
final): Tread, dip, talf
Slough (R155XY011 FL)
Michelle Franklin, CFA - Saint Lucie County Property Appraiser
March 16, 2018 1:4,514
0 0.0375 0.075 0.15 mi
0 0.05 0.1 0.2 km
This information is deemed to be correct at this time but it is subject to change and is not warranted.
•r,�i",sib ,P
ti ri
i'ps} x� to .i,
' �5 t ro�a MFr it 7ti ! tin x n
i.•.+w�'i' { fi�� { .} �,5. '" �r 'i�h• a-'...s i � ��J i4 �,�t a k r�1 �,C �. fi y 3{ `µr f�., ti'.
1,6 5
y�y,�:'cita '' t,v s. �� xa�"T c `• w � fad ��i� d>a r ��4 { 1 3 ,_,µ� ...
'1r t. r :2 � t». pa f t� .J �,; ;yJ. t-�;. � �'��� k," S" i+�'-�C•M1,'� � C.r! � y5 t, � t � •C +.•*.1;..
3�x
„too h f4{ . t� J+�,• '•aF,i i,a •;'���^nt `'t' y»t{
,�, ,iN . ,, '�-ys. �• zn''S�ts j'°{. •� 5�'> °.} "� �� v s� �3+�� ���:�� 3 r.' r �: �. •r, `b �`,.
i "j f:. » b "'. t�;r.'� �•r e ;t 3" 3 F � " r` t • �s,Y.i•, �i
. xR• y�7... a
• of ...��
wa ,e�x�sexxxs• a �,. .� r -a>y" =r
'X rtf W '�; rx` •may _ � t - 1
t
t
ll�.•� �.` .'� F� '`f t [, .a f �. k {F .y. r Jae- ?. 4 F. ,�
Ualllit M }yq•g 1 .. t we ,.
4 r,
�. ek
t .� r. F vs f `Y y, s �` � ,i � ti` �� r Jar j 4 -t t� . •'g. '
.rr *f �Y�` '�.: �.. ;. t"'i , g ,. ' �'�`� r ' `"�y 1 Y �,� ^•t awl r � 1 '� d .t� � � y..
w tx•. .s,,,x><"' + t«. ,•t, n,y r . a'�v,•!`!r' `� +>a+. ,,,
;1t >, s, siy... '. ) tir, r- e,•. µ{
�°Jtth-s', rt'y`•i rY�
r+i t k x �YUr 9r, 4
5 tsrs
FY.;,JMi r,,.y� » i:.•r ^� 1j e !�`? A� J.� "mot a'` "y•
� � � +'� my c - wu �. r � y 9.. u • 'v1e. .r�1Sti 1�"e.. t �`xyY1 � » 1 a �'n
}•[ :a., it .''!+!t i•��'.'.tl �.t i St' '. K+-£ f4 to �i / A+'�1f i! t�.'.'J-Y y -.
4'`{ay �� •�ttire7 t .�'..` �•r ti"' r 4�n'i ,sxEt _ s. t ' i� abf� t .
� , )� � J � s ,'� i \ nyt N r h N^r ./.. � a Jt\ � }``3.r { �{ �`-•+ }f �. 3 'r'
�S wy ,{ R ,s `;+x:t uJ»: `» •r J ..fit i yS�=r q .ti.i rF t.
aA-2'�`„Xu �; r i r ` 4} 't� t i; fi r• t o 7� + 2
33 � N` # `�, .: � `` r r C' Tx � iTt-!5'} t � ",. tl _, • r 4�a{..
r^r: :sib'�� `ram Go 5 r l f,h - F. yt} '1' .A� j r.J •.p .
'RI
4'
r`t 1.'t�ets � r �• � v# r. L� �a +rn i t�se � 1 e:.
it tt Yr I _ • ` ar`; iNY' { {. t".. `{,j' r{r� M r » r rbY�1Jr 1 f Sr
��,
�.1r{_,a Gam,.•
F• •^M1y;� . � r ., " :� f � �` ,{„ �r� L ., yc< . �� ,.fir : " �. �;� ;;� ra
It T
to ^ a
�.,+.'iK r �!*=Ji♦• 3� �'•i 7` 1
t r'S' t ♦ X�.' •f.{. t{r � .r "rt 7. rI Fr x'`> s 4 Jam' fJ£••ti -
r J e,. �7 �,: o'. `�' i 1' + ••� ,�� wb. � s { .ii 5 � dt :F i =?
h1 ,-tlo
:t f r� a sc f' #`' r'. tc rt �/-tom' { f • 1 r j Imo.
o- ..2u-: ?s .sR "i'ian it,:, c_. �a � a:........... Tw �_-rs C.ti# :,t ,. r tio. :`t 4., r+=: Y,t, � °v.-'w�=.`�r,.�,e ��`?f.� . t`.�`}U.=r.�•c�3.�!
Custom Soil Resource Report
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
i�
Soil Map Unit Polygons
r•,y
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
f49
Blowout
Borrow Pit
-
Clay Spot
(j
Closed Depression
Gravel Pit
Gravelly Spot
-Landfill_
C
ai
Lava Flow
Marsh or swamp
y
Mine or Quarry}
Miscellaneous Water
0171
Perennial Water
Rock Outcrop
l^
Saline Spot
o
Sandy Spot
,ff—
Severely Eroded Spot
p
ti
Sinkhole
j
Slide or Slip
oa
Sodic Spot
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
Stony Spot
1:24,000.
Very stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Other
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
Special Line Features
line placement. The maps do not show the small areas of
Water Features
contrasting soils that could have been shown at a more detailed
scale.
Streams and Canals
Transportation
Please rely on the bar scale on each map sheet for map
Rails
measurements.
0-4bo
Interstate Highways
Source of Map: Natural Resources Conservation Service
US Routes
Web Soil Survey URL:
Major Roads
Coordinate System: Web Mercator (EPSG:3857)
-- — —
--Local-Roads — __—
_ _ _ Maps from the Web Soil Survey are based on the Web Mercator
Background
projection, which preserves direction and shape but distorts --
Aerial Photography
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
7
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: St. Lucie County, Florida
Survey Area Data: Version 10, Oct 6, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Dec 31, 2009—Mar
20, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
I
ww St. Lucie County Health Department
5150 NW Milner Dr Port Saint Lucie, FL 34983
HEALTH
PAYING ON: PERMIT#:56-SF-1830047 BILL DOC#:56-B'ID-3685049 CONSTRUCTION APPLICATION #: AP1 333314
RECEIVED FROM: Laventure & Associates Inc AMOUNT PAID: $ 515.00
PAYMENT FORM: CHECK 31972/32014 PAYMENT DATE: 03/12/2018
I
i
MAIL TO: (GHO Homes)
FACILITY NAME:
PROPERTY LOCATION:
Waldo Pepper Dr
Port Saint Lucie, FL 34987
I
Lot: 35
Block:
I
_
Property ID: 4224-501-0035-000-2
EXPLANATION or DESCRIPTION:
QUANTITY
FEE
128 - OSTDS Construction System Inspection Research Fee
1
$
5.00
i
-1 - Surcharge (All)
1
$
15.00
-1 - OSTDS New Permit Surcharge
1
$
100.00
-1 - OSTDS Construction Application and Plan Review,New
1
$
100.00
123 - OSTDS Construction Site Evaluation
1
$
115.00
126 - OSTDS Construction Permit (New or Mod, Amendment)
1
$
55.00
127 - OSTDS Construction System Inspection
1
$
75.00
133 - OSTDS Construction Reinspection
1
$
50.00
RECEIVED BY: WhighamJL AUDIT CONTROL NO. 56-PID-3495986