HomeMy WebLinkAboutSewageSTATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT A]
SYSTEM RECEIUE{�
CONSTRUCTION PERMIT FOR:
ocT 112n
Perrnitting
APPLICANT: James Cruce Jr Krystle Ragusa
PROPERTY ADDRESS: TBD Hickory Dr Fort Pierce, FL 34982
LOT: 32 BLOCK: 57
PROPERTY ID #: 3402-609-0210-000-7
SUBDIVISION: Indian River Estates
PERMIT #:56-SF-1869685
APPLICATION #: AP1359452
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1141028
[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 CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ]
D [ 667 ] SQUARE FEET Drainfield New SYSTEM
R ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [ ] STANDARD [x] FILLED [ ] MOUND [ ]
I CONFIGURATION: [ ] TRENCH [x] BED [ ]
N.
F LOCATION OF BENCHMARK: Site BM orange triangle CL of Rd center of property
I ELEVATION OF PROPOSED SYSTEM SITE [ 12.001 INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 9.00 ]( INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT
L
D E
O
T
H
E
R
ILL REQUIRED: [ 15.001 INCHES EXCAVATION REQUIRED: [ J INc hNb
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)(0, FAC.
SPECIFICATIONS BY: Brian J Ingram TITLE: Environmental_Specialist II
APPROVED BY:
• DATE ISSUED:
24-•l It4le TITLE: Environmental Specialist I
Dianna S Maq
nA1gA1gn1R EXPIRATION DATE:
St. Lucie CHD
02/24/2020
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC Page 1 of 3
v 1.1.4 AP1359452 SElO' I LE COPY
r�
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 who is adversely affected by it is entitled
to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are
governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced
by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a
second copy, accompanied by the filing fees required by law, with the Court of Appeal in the
appropriate District Court. The notice must be filed within 30 days of rendition of the final order.
. • y
HEALTH
PAYING ON:
RECEIVED FROM:
- PAYMENT FORM:
St. Lucie County Health Department
5150 NW Milner Dr Port Saint Lucie, FL 34983
Pace 2000 Inc
CHECK 5148
• • ,MAIL TO: James Cruce Jr Krystle Ragusa
FACILITY NAME: _
PROPERTY LOCATION:
TBD Hickory Dr
Fort Pierce, FL 34982
Lot: 32
Block: 57
Property ID: 3402-609-0210-000-7
EXPLANATION or DESCRIPTION:
128 - OSTDS Construction System Inspection Research Fe
-1 - Surcharge (All) e
-1 - OSTDS New Permit Surcharge
-� - OSTDS Construction Application and Plan Re '
123 - OSTDS Construction Site Evaluation vlew,New
126 -
OSTDS Construction Permit (New or Mod, Amendment
127 - OSTDS Construction System Inspection )
133 - OSTDS Construction Reinspection
U1 CONSTRUCTION APPLICATION #: AP1359452
AMOUNT PAID: $ 515.00
PAYMENT DATE: 08/13/2018
QUANTITY FEE
1 $
5.00
1 $ 15.00
1 $ 100.00
1 $ 100.00
1 $ 115.00
1 $ 55.00
1 $ 75.00
1 $ 50.00
RECEIVED BY: VanceMH
AUDIT CONTROL NO. 56-P►D-3646827
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATION
-APPLICANT: James Cruce Jr Krystle Ragusa
APPLICATION # AP1359452
PERMIT # 56-SF-1869685
DOCUMENT # SE1091024
CONTRACTOR / AGENT: Pace 2000,InC
LOT: 32 BLOCK: 57
•
SUBDIVISION: Indian River Estates ID#: 3402-609-0210-000-7
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 NET USABLE AREA AVAILABLE: 0•23 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [ RESIDENCES-TABLEI / OTHER -TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 575.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 1000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1000.00 SQFT
BENCHMARK/REFERENCE POINT LOCATION:
ELEVATION OF PROPOSED SYSTEM SITE
Site BM ore
12.00 [
triangle CL of Rd center of
/ 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: FT PRIVATE: FT NON -POTABLE: FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 40 FT
SITE SUBJECT TO FREQUENT FLOODING?
10 YEAR FLOOD ELEVATION FOR SITE:
an nnnc+TT V T1sVnDMn TTr1M CTTA'. 1
[ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NOi
FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Lawnwood sand
Nrunsell #/Color Texture
Depth
10YR 3/1
Sand
0 To 8
1 OYR 4/1
Sand
8 To 17
10`YR 5/1
Sand
17 To 34
1 OYR 6/1
Sand
27 To 37
1 OYR 3/3
Sand
37 To 45
1 OYR 4/4
Sand
45 To 52
REFUSAL
Refusal
52 To 72
USDA SOIL SERIES:Lawnwood sand
Munsell #/Color Texture
Depth
10YR 3/1
Sand
0 To 8
10YR 4/1
Sand
8 To 17
10YR 5/1
Sand
17 To 34
10YR 6/1
Sand
34 To 37
1 OYR 3/3
Sand
37 To 45
1 OYR 4/4
Sand
45 To 55
REFUSAL
Refusal
55 To 72
OBSERVED WATER TABLE: 27.00 INCHES [ ABOVE / HELOW ] EXISTING GRADE TYPE:
ESTIMATED WET SEASON WATER TABLE ELEVATION: 27 INCHES [ ABOVE / HELOW ]
HIGH WATER TABLE VEGETATION: [ ]YES EX ]NO MOTTLING: [X]YES [ ]NO
[ PERCHED / APPARENT ]
EXISTING GRADE
DEPTH: 27.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION:
DRAIRFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY)
rREMARKS /ADDITIONAL CRITERIA
WS11VT determined using USDA WSS and soil borings. 10YR611 stripping in a 10YR5/1 matrix >10% with diffused boundaries starting
at 27" In SB1.
SB1 and SB2 12" above BM.
SITE EVALUATED BY:
Ingram, Brian (Title: Environmental Specialist II) (ENVIRONMENTAL HEALTH)
DH 4015, 08/09 (obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC
AP1359452 EID1869685
INCHES
DATE: 08/16/2018
Page 3 of 4
v 1.0.2
IE
STATE OF FLORIDA PERMIT No.
DEPARTMENT OF HEALTH DATE PAID:
ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID:
SYSTEi�I RECEIPT # :
APPLICATION FOR CONSTRUCTION PERMIT
P ICATION FOR:
[,] New System [ ] Existing System [ ] Holding Tank [. ] Innovative
[ Repair [ ] Abandonment [ ] Temporary [ ]
APPLICANT: �C�m�S C-rU U Q0 0 1 Q
AGENT : ��C� ��� ` `�C . TELEPHONE: —I-'T 2-
MAILING ADDRESS : � 1 L3Rod S P(�'(-� . (� '�/ � � ST L � iiEL 3 9 952
TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552' FLORIDA STATUTES. IT IS THE
APPLICANT'S RESPONSIBILITY.TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR
PLATTED (MM/ D/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
PROPERTY INF RMATION
LOT: BLOCK:
SUBDIVISION: PLATTED:
PROPERTY ID k: �qQZ 6Cq QZ`O Qo()7 ZONING: I/M OR EQUIVALENT: [ Y / N ]
PROPERTY SIZE: V ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [)(,]<=2000GPD [ 1>2000GPD
IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y / ] DISTANCE TO SEWER: VT
PROPERTY ADDRESS: �� (� d ve
DIRECTIONS
S
0 PROPER Y:
Q
0
BUILDING
Unit Type c}f
No Establ,.ishment
1
. •2 u I
3 I
I
• 4
• [ ] F1oor,tEquipment D
SIGNATURE: J
[] RESIDENTIAL [ ] COMLffiRCIAL
No. of Building Commercial/Institutional System Design
Bedrooms Area Sgft Table 1, Chapter 64E-6, FAC
9 a 63 )k,
(Specify)
DATE:
DH 4015, 08K09 (Obsoletes previous Editions which may not be used)
Incorporate 64E-6..001, FAC Page 1 of 4
:Wal913
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITE EVALUATION AND SYSTEM SPECIFICATIONS
PERMIT #.
APPI,ICANT: VQ+Yii�`� Vf uC�Jry 1�r�sTl� R(Qau l_AGENT: PaC ION) \�Q�•
LOT' BLOCK: SUBDIVISION:/ U%�/1 �1J�U\ CAS✓p C�i�1�V
PROPERTY ID # : 3y QZ Looq 021 Q 0()O % [ Section/Township/Parce[ No. or 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: [] YES [ ] NO NET USABLE AREA AVAILABLE: ���' ACRES
TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY jRESIDENCES-TA13LE1/OTHER-TABLE2 ]
AUTHORIZED SEWAGE FLOW: G 9 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 900 SQFT UNOBSTRUCTED AREA REQUIRED: G bo SQFT
BENCHMARK/REFERENCE POINT LOCATION: r d9D Uf&4 001_j-5A10), q
ELEVATION OF PROPOSED SYSTEM SITE IS DINCHES/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: A1o1 FT NORMALLY WET? [ ] YES [�] NO
WELLS: PUBLIC: , 00 FT/ ( LIMITED USE: f0 O FT PRIV�TE: 7� FT NON -POTABLE: sd FT
BUILDING FOUNDATIONS: /0 FT PROPERTY LINES: A FT POTABLE WATER LINES: ( FT
SITE SUBJECT TO FREQUENT FLOODING: [ ] YES 0x NO 10 YEAR FLOODING? [ ] YES ] NO
10 YEAR FLOOD ELEVATION FOR SITE: FT 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
USDA SOIL SERIES:
TEXTURE
TO
TO
TO
TO
TO
TO
TO
TO
TO
OBSERVED WATER TABLE: INCHES [ABOVE/BELOW '] EXISTING GRADE. TYPE:[PERCHED/APPARENT ]
ESTIMATED NET SEASON WATER TABLE ELEVATION: INCHES [.ABOVE/BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ] YES [Al ] NO MOTTLING: [ ] YES [V] NO DEPTH: INCHES
f
SOIL.TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [ ] BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA:
DH 4015, 12/11 (obsoletes previous editions which may not be used) Incorporated: 64E-6-001, FAC Page 3 of 4
DOOR 50HEDULE
h A�K
5TYLE
DOOR
M.O.
D.P.
NOTES
WV
HGT
W
H
+
-
ool
OVERHEAD
16-0"
T-O"
112"
64"
Oardr
002
DOUBLE EXTERIOR
6'-0"
6'-8"
18"
'53"
Moln egress do not shutter
005
SLIDING DOUBLE EXTERIOR
6'-0"
81-0"
12"
96"
W/lowrlse track
004
5LIDINC DOUBLE EXTERIOR
b'-Ott
&I -ON
12"
-16"
N/lowrise:track
005
5IN6LE
2'-8"
6'-$"
-
-
Int solid core w/closer
006
BIFOLD DOUBLE
61-0"
6'-&1
-
-
Interior dr
001
51N6LE
2'-8"
6'-8"
-
-
-
Interior dr
006
INT-DIPA55
6-O"
6'-$"
-
-
Interior dr
009
51N6LE
"
2'-5
6'-8"
Interior dr
010
5IN6LE
2-8"
6-8"
-
-
-
Interior dr
Oil
BIFOLD
3'-0"
6'-8"
-
-
Interior dr
012
INT-BIPA55
6'-0"
61-8"
-
-
-
Interior dr
015
51NGLE
2'-6"
6'-b"
-
Interior dr
014
51N6LE
2'-4"
6'-V
-
-
-
Interior dr
015
51N6LE
2'-6"
6'-8"
-
-
-
Interior dr
Oil
POCKET
2'-8"
6'-W
-
-
-
Interior dr
018
51FOLD
21-6"
6'-8"
-
-
-
Interior dr
019
POCKET
214"
6'-5"
-
-
-
Interior dr
020
51FOLD DOUBLE
3'-0"
6'-8"
-
-
-
Interior dr.
WINDOW 5GHEDULE
M*
TYPE
5T'rLE
51ZE
M.O.
D.P.
NOTES
W
H
W
H
+
-
001
51-12664
51N6LE HUNG
2-8"
6-4"
66.5"
Ib5"
002
5112864
51N6LE HUNG
2'-8"
6 4"
665"
965"
005
T.G.
PICTURE
2'-0"
2'-b"
25"
503"
Frosted
004
T.6.
PICTURE
4'-II"
4'-II/2"
60"
50"
Frosted
005
T.6.
PICTURE
2-0"
2'-6"
25"
505-1
1
Frosted
006
51-12O64
51N6LE HUN6
2'-0"
6-4"
25"
-165"
T.6.
ODT
51,12O64
SlN6LE HUNG
2-0"
6-4"
25"
16.5"
006
F.G.
PICTURE
3'-0"
4'-W
Clear t.6.
00q
5H2Ob4
51N6LE RN6
2'-0"
6-4"
25"
16.5"
T.6.
010
51-12864
51NOLE HUNG
2'4"
6-4"
665"
"I65"
T.6.
Oil
5H2864
51N6LE HUN6
2'4"
64"
6b5"
-763-1
T.6.
012
SH36
SINGLE HUNG
4'-0"
6-4"
54"
i6.5"
015
5112864
51N6LE HUNG
2'-8"
V-4"
665"
16.5"
T.6.
014
5H2&64
5INGLE HUNG
2'-8"
6-4"
665"
"16.5"
T.6.
015
5H2864
SINGLE HUNG
2'-8"
64"
655"
i63"
T.6.
016
SH2864
5WLE HUNG
2'-8"
V-4"
655"
-165"
T.G.
011
5H2O64
51NISLE HUNG
2'-0"
6'-4"
25"
635"
016
SH2O64
51N6LE HUNG
2'-0"
6'4"
25"
63-7
019
SH4053
5IN6LE RN6
4'-0"
V-3"
441"
635"
Eqrsss
020
F.6.
PICTURE
4'-0"
2'-0"
44"
245"
T.6.
021
5 14053
5INOLE HUN&
4'-0"
V-3"
4q"
635"
Egress
022
T.6.
TRAN50M
6-6"
1'4"
-18"
AN
d
S
0
^B-
_
in
y
Y
Ib FAMILY
°
IS
ROOM
9'-4" G16.
�
13 14
in
—
— -- , —
— — -
—m
u.
_T
NOT/GOLD
WATERnrr r;
14'-4"
�'
CO D
LA Al in
5'-lo
NOOK
l'4"GW.1OI-Q".
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I
iv
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Y
o
p
10 II
10)
\
004
MEL
/
l0' 0" GLS. a.� / / + \"
5'-1 1/2" L
I
3'-& 1/2"
BEVELED
0"Aff. BEDRM 3
3'-41/2" T
N
I/2"
I9
m
-
1 j= MASTER j (
I BEDRM 1
1 :o TRAY GL6 (
— q' 4" TO f0' 4" I I
" „ 1
2'-2 I -4 6 -0 1-4
NIA WBASE,f --0 56" AFF.
IRIS
b'-0" -°'48 NI6HI
N
I
L RlsI
, on
a I DRWR , N
O O
MASTER m
BATHRM 131-D"
-41/2"
— — — —
/ \
t / \
°
7-0"1 I
14'-V
ID'-b"Q
LIVING !r
(
0" TOII' O" IL
1 I m I
I IV CATE5
wALLTGp o e'-6°
A.F.F.
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FOY
lo'-o" f i
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m 14'-q I!2
KITCHEN
10'-0" GL.S.OII
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tV4ROOM
y
REP
——
b' 8° 3'-4"
m
A.F.F.
10'-0 1/2" 006
DINING
ROOM T m I
lo'-0" GLe. =
j
LL
MAN O q �A 015
ROVER ANEE � Q
5 5N
BATHRM
;010 9-4" C,LS.
3'-� I/2" I'-4"
OOq'
en
oo-r ( BEDRM 2�
UTILITY =
D r
ROOMiL
a' 4® — I 008
6'-5 v
L 1 O 2X4 PC.
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0
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2I
1O
ARI
" KALL
O
002
0 , Q
2'-6 1/2"
iv E.W.N.
005
EX�T1'EENt0 CURB 12° DIED El•Lti SIDE
BEYOND WALL BY 2" OF (HALLS W/R-II MIN
11rTr �y��' BATM TYP
PW DW 57AIR
1
A4
a
in
m "
m
REGD SHWR. ENCL. \
11
\1 I
�4
CO)`D
PORCH
12' 4° LS.
2 1 II
I I
I I
I I
1 I
(
I GARAGE
+ 8'R GLS. I
I &ARA6E ATTIC, SETS IGYNENE I
SMOOTH STtI�GO FINISH IN I iv
SARASE I I0R TYP. I N
I I
200 AMP
ELEG. PNI_ 'A'
METER MAIN
a DISGOMJEGT
N
6
4
L-------J
20'-0"
AGGU #N
1
A -A
I
A-4
I
I
14'-4"
001 I
GONG DRIVE BY MDR
FLOOR
SCALE : 1/4" = I
CALCULATIONS
AIR CONDITIONED AREAS
GROUND FLOOR 2263 SF
2263 SF
NON CONDITIONED AREAS
FRONT PORCH 181 SF
2 CAR GARAGE 446 SF
COV'D LANAI 281 SF
907 SF
GROSS AREA
GROSS AREA 3170 SF
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construc#l.gq
Supersedes All Previous Site Plans for
OSTDS # 56-5 %g68S& Well # IA_
Date: 8/24/I S
Reviewer:!�DAo---a
revisions
no.
date
designed
AN
drawn
PAR
checked
AN
date '',
11/30/16
scale''
1/4" = I' -ON (U.N.0)
job no.
P-18-0113 . C,RU
ENGINEER OF RECORD
PAUL WELCH INC.
PAUL WELCH P.E. REG. # 29945
PORT ST. LUCIE
FLORIDA 34984
PHONE:
(772) 785-9888
FAX:
(772) 785-9933
EMAIL: PWELCHINC@AOL.COM
PROJECT
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BUILDER 1114FORMATION
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1233 SE PORT ST. LUCIE BLVD:
PORT ST LUCIE, FLORIDA 34952`
(772) 340-7223
VWVW. PACE2000HOMES.COM
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SHEET INFORMATION
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FLOOR PLAN
HEALTH
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