HomeMy WebLinkAboutHome Center of Port St. Lucie 37102r'
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STATE OF FLORIDA
DEPARTMENT_ OF HEALTH AND REHABILITATIVE SERVICES
APPLICATION FOR SEPTIC TANK PERMIT
AND FINAL INSPECTION FORM
•,, •,.� Authority:
Chapter 381, 386, 387, FS A
Chapter IOD-6,FAC
DATE ---ReeeMber 6, 1984 Permit Number
Name of Applicant Ronald) Kutschinski Telephone No. _567-2310
Mailing Address of Applicant 955 7th Avenue, Suite 16, Vero_Beach, Florida 32960
To Be Installed At: (Give Street Address)' U.S. Highwa 1, Port St. LucieZ Florida _
Lot No. * Block No. Subdivision plat Book Page
Size of Lot: 4. 93 Ac -By__ No. Living Units No. Bedrooms No. People -- —
Type of BusinessShopping C�PfbVets No. Wash Basins _— No. Employees
Total Square Feet in Building 44,000 sq. ,ft.j ____
'Note. Attach Site Location Map and Other Suppor_
tive Documents LLILA
* See attached legal description Signature of Applicant rye
SITE INFORMATION
Distance to Sanitary Sewer None Distance to Stream, Lake. Canal _ _ N. A.
Distance to Public Water Supply At Site Distance to Private Wells)
Rainfall Data: None
Is Area Subject to Flooding ? No Does Site have Good Natural Drainage? Yes
Which Way Does Lot Drain 7 West Any Perimeter Ditches? No Depth of Ditches N. A.
Is there Standing Water in Ditches? No Depth of Water in Ditches N. A.
Distance to Nearest Residence (North -- East -- South 75 r'±' West -- ) Are Buildings
in t!'is Area on: Septic Tanks xx Sand Filters Other
Any Known Drainfield Failures in this Area No
sz"
SOIL
PROFILE AND PERCOLATION DATA
Water Table At
inches
N
jzs„
SEE ATTACHED
Hard Pan At
Inches
W
,T
Clay At
Inches
z
a n^
Muck At
Inches
-
n
Other At
Inches
N'g,.
Soil Classification: Class II
Group GC
so•
Percolation Rate:
IN TA LATION SPECIFICATIONS
Septic Tank Capacity: 777-7
Drain Tile (Linear Ft.):
Vt
Dosing Tank Capacity:
Sand Filter Size: (Sq.FL)
Grease Trap Capacity:
Absorbtion Bed Size: (Sq.Ft.)
Perforated Pipe: (Linear Ft.)
Lateral Drainfield Size: (Sq.Ft.)
Other Specifications:
O
- -
RECOMMENDATION: Approval
-,w,
Disapproval❑
Date Processed
/ Signatureof Sanitarian
County Health
Department
✓ FINAL INSPECTION DATA -
Date and Time of Inspection Type of Tank(Concrete, Fiberglass, Etc.)_
Sae Tank Installed grainfield Size No. Tile Feet
Dosing Tank Size _Grease Trap Size Sand Filter Size
Who Made installation
RECOMMENDATION: Approval ®Disapproval
HRS-H FORM 4016. Aug 76 (Rpbw lam-4261 Signature of Sanitarian _
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vJ5%�n�,o dE /NS%GLCC f3CC'G�G SIC 7'6
C���6irtJ�L-.�G� .f�CSic✓✓ -
SEPTIC TANK CONSTRUCTION PERMIT
(a) Instal6ttion must tre in accord with •cquitements of Chapter
10 D • G, Florid, Administrative Cotle.
(b) Final inspection required nefore work is covered.
(c) Permit void it not us0 within one year.
(d) Approved Installation dues lint guarantee performance.
(0) Other __.. •
7-1
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BUILDING PLAN CHECK '
ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU
r
FORT PIERCE, FLORIDA 33450.
TELEPHONE 465-6655
PLAN NUMBER #1164
DATE RECEIVED 1/8/85
CONTRACTOR: AnchorPHONE NUMBER:
ARCHITECT: Jack Borger PHONE NUMBER:
OWNER: Fred Morgan & Ronkutschinski
LOCATION: South U.S. #1 - PSL
TYPE OF OCCUPANCY: Mercantile TYPE OF CONSTRUCTION: IV
SIZE OF BUILDING: 44,000 sq. ft. NUMBER QF FLOORS:
REQUIREMENTS To COUNTY BUILDING OFFICIAL'
1. Tenant separation shall run continuous from floor to under side of roof deck.
2. Electrical outlets shall be staggered on one (1) hour fire rated tenant separating
walls.
3. Portable fire extinguishers: One 2A10BC minimum every 75 ft. of travel distance
4. Emergency lighting. Every Class A or B store required. Class C stores. (recommended
5. Illumination of means of egress.
6. Marking of means of egress.
7. Exit requirements shall comply with Class of store in NFPA 101.
8. Interior finish A or B.
9. Any class A or B shall be equipped with a manual fire alarm system. (3,000 or more)
a
10. Plans reviewed for building shell only.
CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS
REVIEWED BY: � G�•-� C�� DATE
GRATE_-
ENERAL NOTt DISCHARGE EL. = /1.9
BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4 , '
V -NOTCH EL. I L O
FL. /2.25
2/ "X /5 "CMP
T
ev
i
+� 2" Ca .
r
a
= 4 BARS
)2"aC{�
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FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY- FOR FOUNDATION
IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO
SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE WITH CLEAN SAND.
"
/B/9"
/B or 20
EL. l/.0
B" 6 d
B"
GRATES: GRATES SHALL BE HEAVY DUTY -SUITABLE FOR TRUCK TRAFFIC.
I
4 L 2" �
4 I_
4
y
it li
l 45°
I
II 2- 3 Bars, 5=60Long
?6'
2 Holes for No.4
Na 5 Bars, 18 "Long (2)
Embedded )n Pavement
lB' or 20'
T.I SECTION B"COMPACTED SUBGRADE
9501,AASNTO T-99
SEE GENERAL NOTES
n I TF'a i Iq TRiTIC TURF DE TAIL T YP/CA L PA VEMEN T SECTION
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CURB DE TA /L
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VACANT
--- - R/W - U S,---_ _HIGHWAY NQONE
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RETAIL SHOPPING CENTER
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REVISIONS
PORT ST. LUCI£
MEDICA L PLAZA
C F S AND ASSOCIATES, INC. HOME CENTER OF
CONSULTING ENGINEERS
and PORT ST. LUCIE
LAND SURVEYORS WATER AND SEWER PLAN
FT. PIERCE,FLORIDA
DESIGNED DRAWN DATE SCALE FILE NO. J08 NO. SHEET
B. C. D. F. //-28-84 /"= 30 842/ 2 / of 2
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IF
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ABSORPTION BED -PLAN VIEW
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B�•GKF/G L \ B� •
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ABSORPTION BED - SECTION
SEPTIC SYSTEM SPECIFICATIONS
1. Tank shall be provided with a suitable legend cast or stamped into
the wall at the inlet end, and within 6" of the top of the wall
identifying the manufacturer, the year the tank was manufactured,
and the effective liquid capacity of the tank.
2. Minimum concrete compressive strength to be 3,500 p.s.i. after 28
days curing.
3. P.V.C. pipe shall be schedule 40.
4. Filter material shall consist of washed and screened gravel, stone,
slag or similar material meeting Florida Department of
Transportation Specifications under Section 901, "Standard
Specifications for Road and Bridge Construction, 198211. Filter
material may vary in size from 1/411 to 211 and shall be free from
excessive fines. All filter material shall meet the standards of
Florida Department of Health and Rehabilitative Services Chapter
IOD-6, F.A.C.
5. Filter material in place shall be protected from infiltration by
earth backfill by an effective barrier of building paper, polyester
bonded filament or other approved materials.
OUTLETS
LEETT
S
WELL
COMPACTED
FILL
DRAIN HOLES V
MUST BE
CLEAR
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' eepooe De.
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!/I'ROQT °e°Goo
DRANT (36 MIN.BURY)
COLOR TO BE
STANDARD A.W.WA. YELLOW OR
PER LOCAL REGULATIONS
—PUMPER CONNECTION
FACING STREET
mlt
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STRAP RNG
LUGS I
6"HYDRANT CONNECTOR
COVER MARKED 'WATER
,FINISHED GRADE
VALVE BOX
ADJUSTABLE SCREW TYPE
S VAS DIA. SNAP OR PVC
LINER,
6 M. J. TEE OR M 1
REDUCING TEE SIS [0
ACCORDING TO MAIN
T"MST BLO
,P
I
WATER MAN
\ 6,M J.
GATE VALVE
(RESILIENT SEAT)
6. Perforated draintile shall be 411 diameter and shall meet Chapter
1OD-9, F.A.C., and shall have a minimum perforated area of 1.5
square inches per lineal foot located in the bottom half of the
pipe.
7. Draintile shall be graded downward from the header pipe at 1/411 of
fall per ten (10) feet of length.
8. Control Panel shall contain the following:
a. Panel shall be NEMA III and consist of stainless steel
b. An interior duplex receptacle shall be provided.
c. A high level alarm bell and exterior silencer shall be
provided.
d. An automatic pump alternator shall be provided.
e. Lightning arrestors shall be provided.
f. A hand -off -auto switch shall be provided for each pump to
provide for manual control.
9. Panel shall be mounted on two (2) galvanized poles with a minimum
diameter of 211 which shall be set a minimum of three (3) feet in the
ground and concrete encased. The bottom of the panel shall be a
minimum of three (3) feet above the finish grade. All hardware to
mount the panel shall be stainless steel.
UNDISTURBED SOIL
d� v• .a" 6 P'o• —2000 P.S.F. CO NC. THRUST BLOCK
�+ ,• v ° Q' WITH 13.4 S.F. BEARING AREA
rfl Ib 0 Y aL ni
I "-EXISTING 1611 D.I. WATER MAIN
TAPPING SLEEVE
TAPPING VALVE
6" DUCTILE IRON
TYP. TAPPING VAVLE AND SLEEVE
U S F NO. /7o F/Z<( lrt E co r/E,e,
�40.o sr S � •O/dG. o.v 4 °SioEs
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fll.G,tcE .G NO � D!/E/� - tIc•TU.a G iG(.CSO.v,�y OMEN/.t/�
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SEPTIC TANK SECTION VIEW
REVISIONS
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sw/Tc.� co.vr2oG �2J
C F S AND ASSOCIATES, INC.
CONSULTING ENGINEERS
and
LAND SURVEYORS
FT. PIERCE,FLORIDA
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CORNER DETAIL
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FIRE HYDRANT DETAIL
DESIGNED DRAWN DATE SCALE
B. C. D. F. 11- 2B -B4 —
THAT PORTION OF LOTS 5, 6, AND 7 OF BLOCK 3, SECTION 26, TOWNSHIP
36 SOUTH, RANGE 40 EAST, PLAT N0,1 OF ST. LUCIE GARDENS AS RE-
CORDED IN PLAT BOOK 1 AT PAGE 35 OF THE PUBLIC RECORDS
LUCIE COUNTY. FLfoRIDA,
DESCRIBED AS FOLLOWS:
COMMENCE AT THE POINT OF INTERSECTION OF THE WESTERLY RIGHT OF AY
LINE OF FLORIDA STATE ROAD N0. 5 (U.S. 1) AND THE NORTH LINE OF \ / ".
" SAID LOT 6: THENCE SOUTH 27031'40" EAST ALONG SAID WESTERLY RIG T IL
" OF WAY LINE OF LORIDA STATE ROAD N0. 5(U.S. 1) FOR 465.00 FEET;
THENCE SOUTH 62 28'20" WEST FOR 350 FEET TO THE POINT OF BEGINNING.
THENCE CONTINUE SOUTH 62028'20" WEST FOR 87.03 FEET TO A POINT OF \
CURVATURE OF A 272.87 FOOT RADIUS CURVE LEADING TO THE RIGHT;
TH64N SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
24 '+9'54" FOR AN ARC OF 118.26 FEET TO A POINT OF INTERSECTION1 V�1�
WITH THE EASTERLY RIGHT OF WAY LINE OF A.T. & T. COMPANY, AS RE-
CORDED IN DEED BOOK 136 AT PAGE 304 OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA; THENCE NORTH 31013'28" WEST ALONG SAID
EASTERLY RIGHT OF WAY LINE OF A.T. & T, COMPANY FOR 280.07 EET; 1'
THENCE NORTH 62 28'20" EAST FOR 13.88 FEET; THENCE NORTH 00600, i %
19" EAST ALONG A LINE PARALLEL TO THE WEST LINE OF SAID LOT 6 FOR
401.16 FEET TO A POINT OF INTERSECTION ON THE NORTH LINE OF SAID 0� �` X9
LOT 6; THENCE SOUTH 89042'28" EAST ALONG THE NORTH LINE OF SAID I 0�
LOT 6 FOR 60.00 FEET; THENCE SOUTH 00800'19" WEST FOR 70,73 FEET,
THENCE SOUTH 27031'40" EAST, FOR 569.71 FEET TO THE POINT OF BE- /
GINNING; SUBJECT TO THE NORTH 15 FEET AND THE SOUTHEASTERLY 30
;�€T FOR ROAD, UTILITY AND DRAINAGE PURPOSES.v.
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BILL BOARD \
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SURVEYORS CERTIFICATE
REVISIONS
JOB NO.
SHEET TITLE
BLDBOO
/ HEREBY CERTIFY THAT THE PARCEL SHOWN HEREON /S A
BY
DATE
DESCRIPTION
FIELD BOOK:
BOUNDARY
TOPOGRAPHIC
E
TRUE AND CORRECT REPRESENTAT/ON OF A SURVEY, MADE UN0.�R
PSL—/9
MY SUPERVISION AND DIRECTION AND THAT SAID SURVEY IS AiPRO✓ECT
RM
/ /
CONTOURS
ATE TO THE BEST OF Al KNOWLEDGE AND BELIEF AND THAT THERE
RM
PARCEI n - n
FILE NO:
ANCHOR BUILDING CONTRACTOA
ARE NO ABOVE GROUND ENCROACHMENTS EXCEPT AS SHOWN.
/
-
SURVEYO ,1 SEAL SEALED H D
li
SHEET P
K. OU/L L EN
_ - -
DRAWN BY
CHE011 BY:
LAND SURVEYOR, INC.
OF:
✓OHN K. OUIL L EN
RM
PROFESSIONAL LAND SURVEYOR
PORT Sr LUCIE, FLORIDA
STATE OF FLORIDA, NO. 3267
DA7F:
SCALE:
(305) 335-4466
811184
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ST LUCIE COUNTY
. - BUILDING DIVISION ,. : ,.. :.
---l3EVIEWED
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