HomeMy WebLinkAboutSUBMITTED PAPERSApr-22-99_ 08:28 Vessel Multi-Minit�rri+.e�s� p�� �y�5�6y11 3402952 UGy F(E _,,.•_
Apn-22-99 08z12 Vessel Multi-Minitries 563 3402962 P.01
REQUEST' FOR 30 DAY TEMPORARY PCit eR RELEASE
DATE: at. tuda County COMM. ReYar. Dept
Fart Pierce, FL UM-5M
PeRMIr Numam. Ph. (501) 492- 214E
Fax (361) 462-1735
^��tidy'7'Vi7C�`I•Fii'1'Ti?�b.
PRoMTY Aooacss: SCANNED
St. Lucie
county
tY
•"' ,�'3c+o �.fs:I� I?d� /�. �i'er�c, FG �f i'�L. ucie
THE UNOERVANED,HSREBY REEtUEST RELEASE OF ELECTRICAL POWER TO
THE ASOVE DESGRIM PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30)
GAYS, FOR THE PURE OFTEETING'SYSTEMS AND EQUIP(mlEW IN FREPARA-
TtQN FOR FML 1ttSt5E0T=, IN C0149VDERATION OF APPROVAL OF THIS
RMUSST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOM:
t. ThftterrdlorstYpa�►rstntaassfsrsgrtNtsdfartlteatrowsNlbedpurRase
otoy, and #%ft wti( be,ho OOKWKy 4f wW type. Other' them trait pearsl#ed
by 6&Wbmcw "ON period.
2. AswW N * Oura{prsrturi a, WO hsrebY asirse to Ag to WON terms and
t ans at this erwoNtt, i3lrft flh"On Panty. which it
inmrporawa ttmu blr rnos•
3. AiI oortdHErrs.and fbgr111nsnta csted in the assaated dOcum.m emitted
"Rogsrttamw ti for 30 O P*WV for TeadnQ" hM tw1ft f &lsd 8ltd Vw
promises is rsadir for amgplanae istspeftin.
we romy r mmm am ""to tw twwwo s, SL Luds cmny, and their,emplwp
from an fiat> ke old c Wm$ Of a V type Or,rJWre xMlfGt m tr artfq crow ar ht the !afore
out of this t em"atim fnntud" ww dalt9altas whldt Mw* bs faeunwd due to the
discartnsotlmt of smemoal power In the OVW4 of Vfo 8m df this swo mem,
McDANIEL ELECTRICAL SERVICES
488 S.W. Voltair Terrace
PT. ST. LUCIE, FLORIDA 34983
(407) 878-9308
--- -------
-
r
D
J013
SHEET NO.
OF
a
CALCULATED BY
DATE
CHECKED BY
DATE
-
SCALE
FRASER ENGINEERING AND TESTING, INC.
3504INDUSI'RIAL 33RD STREET FORT PIERCE. FLORIDA 34946
VERO BEACH (561)567-6167 PORT PIMCE (561) 461-7508 SIUART (561) 283-7711 FT. PIERCE 1-900-233-9011
DENSITY OF SOIL. IN -PLACE (p g
AT
ASTM D-2 2 (1�
CLIENT: Vessel Multi -Ministries .� v DATE: 4/29/98
SITE: 5300 Melville Rd. (Bible 1 _ ,�, 1998 RMIT: 98040095
Foundation Fill k, rnnnnntl trrvnPun ripnnr1TE TNO.- 7005
LOCATION
-
ALL ELEVATIONS
BELOW SLAB GRADE
MOISTURE
DENSITY
ZELATIONSHIF
MAXDmM
DRY WEIGHT
IN -PLACE
DRY
DENSITY
PERCENT
COMPACrION
S.W. Corner
0 - 1'
115.9
114.6
98.9
u
1 - 2'
114.9
99.1
Center
0 - 1'
114.8
99.1
If
1 - 2'
115.2
99.4
N.E. Corner
0 - 1'
114.5
98.8
"
1 - 2'
115.0
99.2
SCANNED
BY
St. Lucie County
117
111 L
8
10 12 14
Moisture - Percent of Thy Weight
MOISTURE DENSITY
RELATIONSHIP
ASTM D-1557
Sample Location:
Composite
Test Method:
B
Maximum Density:
115.9
Optimum Moisture:
11.3
Soil Description:
Dark brown,
slightly
silty, slightly
clayey,
fine sand.
Respectfully submitted,
FRASER ENgIJETRING 8 TEAIlYG
Copies: 14
Client - 1 N+' 4Z
St. Lucie Co. Bldg. Dept. - 1 ALEXANDERH.FRASER, _P.E.,FLReg. No. 16178
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL & ASPHALT TESTING
DATE
NOTES
PR
MUST BE ATTACHED TO BUILDING PLANS
Z U
c
r
co
ig
From:
Linda Pendarvis
To:
EN.HAYS
Date:
4/7/98 10:33am
Subject:
VESSEL MULTI -MINISTRIES INC
DID REV SPOONER GET A STORMWATER PERMIT AT 5300 MELVILLE RD PROPERTY TAX
ID#3403-502-0075-010/6. THEY ARE CONSTRUCTING A RELIGIOUS FACILITY 3600 SQ FT AND 54 PARKING
SPACES.
REVEREND SPOONER went to RAY WAZNY and he decided I call the GC to
get the Roof sub contract agreement which I did and as far as the
Stormwater Permit if the impervious area did not go over the 4000
sq ft they did not need one. Ray explained to the Reverend if they
decide to pave the parking he definitly will need a stormwater,
paving and drainage permit from engineering.
DATE: APRIL 9, 1998
TO: JAN
FROM: LINDA
SUBJECT: PERMIT #98040095
Rev Spooner resubmitted his plans 4/6/98. I took them in and
reviewed them. I called him and told him I needed a roofing sub-
contract agreement and asked him if he had a stormwater permit from
engineering. He told me he already had engineering approval
because he already had a culvert put in. I told him I will check
with David Hays in engineering. Which I mailed message him and
todate have not received a response. I also told Rev Spooner I
will need a roofing sub -contract agreement and he told me he was
doing the roof himself and the papers he received from us said he
would be able to. I tried to explained to him even if he
physically goes out there and puts the roof on himself for purposes
of issuing a roof sub permit we still need a roofing contractor or
the Philip Morgan his qualifier to fill out and sign a sub -contract
agreement form.
He called me today sounding disturbed that he needs a roof sub-
contract agreement signed and insisted that the papers he received
from us said he can do the roof himself. I tried to make him
understand again and asked him to fax the paper that explained
this, to me but he did not have a fax and he said he would bring
the paper in when the permit was ready. I told him I will do my
best to work with him and right know his plans were in plans
review. He told me that he felt I was finding things wrong that
were not brought up originally. I told him the list he was given
back with the plans were from building and they did not address my
end and we will do what we have to to get his permit thru.
The application package was submitted originally in December.
Dennis Murphy brought Rev Spooner over and asked me to work with
him because the package was incomplete which I have and it is not
always easy to work with incomplete packages when things come in
piece meal which started out that way. To help move things along
I sent the plans to Plans Review which made things more confusing
because the structural plans were given back to Rev Sooner with a
list of what was wrong with them in the early part of February.
When I checked with Jose towards the end of March on the status of
this permit, he still had the application but revised plans were
still not brought in so I told him I would take the application and
what paperwork we had and mail it back to Rev Sooner which I did
March 31. Rev Spooner called me about mailing the application back
to him and I told him we needed to do that because of our policy to
have a permit ready to be issued in 60 days. So he would need to
re -submit which he came over with Ray Wazny on April 6. If he is
going to Dennis or Ray I would appreciate a list from them of what
he can and cannot get away with.
ff. LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
P.O. BOX 3030 TELEPHONE (561)462-2312
FT. PIERCE FL. 34948-3030 FAX NO. (561)462-2323
2400 RHODE ISLAND AVE.
FT. PIERCE FL. 34950
JURISDICTION: St. Lucie County F.P.B. # 1003
OCCUPANCY. Vessel Chrlstlan College BUILDING DEPT. 971204W V D100 a
ADDRESS: 5300 Melville Rd. NO. OF STORIES: one /W-,j if gg76qWq6
CONTRACTOR: Mosley and Sons PHONE NO: 287-6962
ARCHITECT/ENGINEER: Paul Welch PHONE NO: (561)-785-9888
BUILDING OWNER: Vessel Multi -Ministries REVIEW DATE: 1-8-98
OCCUPANCY TYPE: Business AUTOMATIC SP'KLRS: No.
GROSS SQ FT: 3600 sq ft. NET SQ FT:
OCCUPANT LOAD: Chapel-78 - business 11 - Educ 45 BASED ON: //ll////
CONSTRUCTION TYPE:( NFPA-220) Type: ( III ) - ( 200 ) SBCCI: Type: ( V ) Unprotected
New Construction: X
Automatic spkir:
Contractor:
SCANNED
Tenant Improvement:
Fire Alarm:
Contractor:
BY
Shell Only:
Fixed Fire suppression:
Contractor:
St. LuCle County
Addition:
Hood & Duct System:
Contractor:
Renovation:
Fuel Storage:
Contractor:
1. All revisions must be in compliance before the final inspection.
2. The Fire Marshal requires 24 hr. notice on all inspections.
=r 3. The building departments schedule all final inspections by the Fire Marshal.
Reauired Revisions:
Note: This occupancy is based on being occupied by persons over the age of the 12
th. grade, and therefore the occupancy is classified as a business occupancy.
The occupant loads are based as follows.
Chapel - 78 total persons. Bussiness areas - 11 persons and Educational class rooms
- 45 persons.
1. The occupant load exceeds 30 persons and in accordance with the Standard
Building Code, Chapter 704.2.3 the exit access corridor shall be constructed of
materials having a 1-hr. fire resistance rating. All openings shall be protected with a
listed 20 minute rated door and jamb assembly. All corridor doors shall be equipped
with a listed self closing device. '
2. Provide an additional illuminated exit sigh above the corridor door leading to the
chapel. (This leads to the required exterior second exit).
u
Vessel Christian College
January 8, 1998
Page 2.
T� 3r-f-minimum of a 44 inch aisle space shall be maintained through the library and the
chapel for exit access.
4. See attached requirements for automatic fan shut down on the A/C system.
5. Provide a 2A-10 BC rated fire extinguisher for each 75 lit of travel.
6. Because the attic area exceeds 3,000 sq ft an attic draftstop will be required at the
mid -point of the attic space.
7. A 22 X 36 inch attic access panel is required on each side of the draftstop.
Reviewed B : ks�_ -_ Date: January 8, 1998
John K. Ha e
Sn-) 113
STATE OF FLORIDA PERMIT # 7 3/17.3
DEPARTMENT OF HEALTH AND REHABILITATIVE.SERVICES DATE PAID F_7 4_qL
ONSITE-SEWAGE DISPOSAL SYSTEM FEE PAID $ .fin n
CONSTRUCTION PERMITRECEIPT #
Authority: Chapter 381, FS & Chapter IOD-6, FAC -
CONSTRUCTION PERMIT FOR:
X ] New System [ ].Existing System I ] Holding Tank [ ] Temporary/Experimental
Abandonment [ ] Other(Specify).
L ICANT AGENT:,
�.u/
l�Pca�f %�ialtl�-r]�!�/1<Llc� JAI,_
PROPERTY STREET ADDRESS: 6-3og A2,�,/'/' ae ]7
"a�ldf2 T OF /C�.
T
:— t o BLOCK: SUBDIVISION: t:s 1 jA /
PROPERTY ID #: (/ [SECTION/TOWNSHIP/RANGE/PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH. SPECIFICATIONS AND STANDARDS OF CHAPTER 10D:6T� FAC
REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALL OTHER PERMITS
EXPIRE ONE YEAR FROM THE DATE OF ISSUE. HRS APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFAC'ORY
PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME,. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS
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.
SYSTEM DESIGN AND SPECIFICATIONS
s }
T'.()G / GPDd SEPTIC TANK AEROBIC UNIT CAPACITY MULTI—CHAMBERED/IN SERIES:[ ]
A- (! ] ONS / GPD] CAPACITY MULTI— HAMBERED/IN SERIES:[ .j
[ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM 'CAPACITY SINGLE TANK: 1250 GALLONS]
K+ [ ] ,GALLONS PER DOSE DOSING TANK .CAPACITY DOSE -RATE [ ].PER-24 HRS NO. OF PUMPS: [ ]
D [ % ]--SQUARE FEET PRIMARY DRAINFIELD SYSTEM
700 ,
R [ �] SQUARE FEET SYSTEM
A TYPE%SYSTEM: [ ] STANDARD [ ] FILLED ]_'MOUN [- ]' y�7i'%1c� l��r .✓u65
I CONFIGURATION: [V] THE HI [ ] BED [
N ^^ /
F LOCATION OF BENCHMARK: .4 11 lAf fin,(. �ilLl 5liJ P;2,7 A
I ELEVATION OF PROPOSED SYSTEM SITE [ ] [INCHES/FT] [ABOVE/BELOW]. BENCHMARK/REFERENCE POINT
E BOTTOM OF`DRAINFIELD TO. BE [ /Z ]� O. NCHES/FT] [ABOVE/ -BE ] ENGHMARK/REFERENCE POINT
L
FILL REQUIRED: '[ ] INCHES EXCAVATION REQUIRED: [ g[`//] INCHES
H �C�/SyNT� /i.jl K Jn T0 b ON �'14 Cf= 6,C M
E c -
R. Ftr A17)16 14 1:1\ / I= T'(15:%L nA G-rL eve
• J�.
SPECIFICATIONS BY: TITLE:
J
APPROVED BY: / I' TITLE:
dAT ,'dI S SUED :
HRS-H Form 4016, Mar 92 (obso(etes previous editions which may not be used)
(Stock Number: 5744-001-4016-0)
r /
CPHU
E. ` J/A �
EXPIRATION DATE:
F � I
Page 1 of 2
INSTALLER/CONTRACTOR
INSTRUCTIONS:
PERMIT NUMBER:
Permit tracking number by CPHU.
.i
t
APPLICATION FOR:
Check type of permit; if "Other" specify type in blank.
APPLICANT:
Property owner's full name.
TELEPHONE_
Telephone number for applicant or agent.
—
AGENT:
Property owner's legally authorized representative.
MAILING ADDRESS:
P.O. box or street mailing address for applicant or agent. ,
LOT, BLOCK, SUBDIVISION or
-
PROPERTY IDN:
27 character ID number for property. (CPHU may require property appraisetiDB or section/township(range/parcel number.)
SYSTrHM DESIGN AND
SPELIFICATIONS:
TANK:
Minimum specifications from Chapter 1 OD-6, FAC.
DRAINFIELD:
Minimum specifications from Chapter 1013-6, FAC.
OTHER:
Other specifications, such as operating permit requirements, low -volume Hush toilets, variance provisos.
SPECIFICATIONS BY:
Name of individual providing specifications. If designed by a registered engineer must be sealed.
C
APPROVED BY:
County Public Health Unit (CPHU) personnel reviewing and approving permit.
DATE ISSUED:
Date permit is issued by CPHU.
'
EXPIRATION DATE:
One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the
date Issued.
STATE OF FLORIDA
DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
ONSITE SEWAGE DISPOSAL SYSTEM
APPLICATION FOR CONSTRUCTION PERMIT
Authority: Chapter 381, FS & Chapter 1OD-6,FAC
PERMIT # 1 -2 3
DATE. PAID
FEE ..PAID
RECEIPT #
AP LI_CATION FOR:
�] New System [ ]
Existing System' [
] Holding Tank
[ ] Temporary/Experimental
t3] Repair [ ]
Abandonmentp� [
] Other(.Specify)
- -- -_--
!
APPLICANT: VR5SEIy
Y
'MUL,T] -
MIW ISM2jG$
i
t" C.'
TELEPHONE:
-T
WUENT:
4"TILING ADDRESS
CU f\, Lev,
Vag AgzAfyA f, Pe<c� f�
-----------------------------------------------------------------------------------------------
------------------------------------------------------------------------------------------------
TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. ATTACH BUILDING PLAN AND TO -SCALE'
SITE -PLAN SHOWING PERTINENT FEATURES REQUIRED BY CHAPTER IDD-6', FLORIDA ADMINISTRATIVE CODE.
------------------------------------------------------------------------------------------------
PROPERTY INFORMATION [IF LOT IS NOT IN A RECORDED SUBDIVISION, ATTACH LEGAL DESCRIPTION OR DEED]
'LOT. BLOCK: SUBDIVISION: .tom \ DATE OF
SUBDIVISION: -
PROPERTY ID #: 3403�.y2 [Section/Township/Range/Parcel No.] 1ONINGI►dSi1T(.fj10NA6
PROPERTY SIZE: .g,® ACRES [Sgft/43560] PROPERTY WATER SUPPLY: [X] PRIVATE [. ].,PUBLIC
gRUPERTY .STREET ADDRESS: �6,t( 00 /V l' V1 L X8'=000 p
4DIRECTIONS TO, PROPERTY t"
4 ; N
BUILDING.fiNFORMATION [
'Ua% _T'y'pg, of
No_t.�Establishmeat
f
[_ ]-Garbage Grinders/Disposals
Ultra -low Volume Flush T6i
0'
APP)LICANT'S SIGNATURE
6 i
0
RESIDENTIAL _[X ] COMMERCIAL
No. of Building # Persons Business Activity
Bedrooms Area Saft Served For Commercial Only
,[- ] Spas/Hot Tubs
[- ]'.Other (Specify)
[ _] Floor/Equipment Drains
DATE: 2 G
HRS-114orm 4015,Mar 92 (Obsolet
(Stock'Nunber: 5744-001-4015-1)
which may not be used)
Page 1 of 3
INSTRUCTIONS:
APPLICATION FOR:
APPLICANT:
TELEPHONE:
AGENT:
MAILING ADDRESS_
LOT, BLOCK,
SUBDIVISION:
DATE OF SUBDIVISION
PROPERTY ID#:
PROPERTY SIZE:
WATER SUPPLY:
PROPERTY ADDRESS:
Check type of permit, if 'Other' specify type in blank.
i
Property owner's full name.
Telephone number for applicant or agent.
Property owner's legally authorized representative.
P.O. box or street, city, state and zip: code mailing address far applicant onager.[—
- - -- __ --- -�
Lot, block, and subdivision for lot (recorded or unrecorded subdivision). If lot is not in a recorded subdivision, a copy of the lot — -
legal description or deed must be attached.
Official date of subdivision recorded in county plat books (month/day/year) or date lot originally recorded. Dividing an approved
lot into two or moreparcels for the purpose of conveying ownership shall be considered a subdivision of the lot.
27 character number for property. (CPHU may require property appraiser ID q or section/township/range/parcel number.
Net usable area of property in acres (square footage divided by 43,560 square feet) exclusive of all paved areas and prepared road
beds within public rights -of way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other
such bodies of water. Contiguous unpaved and noncompacted road rights -of -way and easements with no subsurface obstructions
may he included in calculating lot area.
Check private or public.
Street address for property. For lots without an assigned street address, indicate street or road and locale in county.
DIRECTIONS: Provide detailed instructions to lot or attach an area map showing lot location.
BUILDING INFORMATION: Check residential or commercial.
TYPE ESTABLISHMENT:
List type. of establishment from Table 11 Chapter 10D-6, FAC. Examples: single family, single wide mobile hom-, restaurant,
doctor's office.
NO. BEDROOMS:
Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for
occupants.
BUILDING AREA:
Total square footage of enclosed habitable area of dwelling unit, excluding garage, carport, exterior storage shed, or open or ally
screened patios or decks. Based on outside measurements for each story of structure.
q PERSONS:
Number of persons residing, using, or working in establishment. For residential establishment, 2 persons per bedroom are
assumed.
BUSINESS ACTIVITY:
For commercial applications only. List number of employees, shifts, and hours of operation, or other information required by "
Table Il, Chapter IOD-6, FAC.
FIXTURES:
Mark each listed fixture with number installed or "NA' if not applicable..
SIGNATURE:
Signature of applicant or agent. Date application one day submitted to the CPHU with appropriate fees and attachments.
i
ATTACHMENTS:
A site. plan drawn to scale, showing boundaries with dimensions, locations of residences or buildings, swimming pools, recorded
easements, onsite sewage disposal system components. and location, slope of property, any existing or proposed wells, dmin2ge
features, fil!ed areas, obstructed areas, and surface water. Location of wells, onsite sewage disposal systems, surface waters, and
other pertinent facilities or features on adjacent property, if the features are with 75 feet of the applicant lot. Location of any
public well within 200 feet of lot. n
For residences, a floor plan (residences) showing number of bedrooms and building area of each unit. For nonresidential
establishments, a floor plan showing the square footage of the establishment, all plumbing drains and fixturetypes, and other '
features necessary to determine composition and quantity of wastewater.
PERMIT P..X% _23 -
:RVICES y
el
M.
rl'l c5viee )15 PLV r)
ship/Range/Parcel No. or Tax ID Number]'
,.TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR'OTHER QUALIFIED PERSUN..J —ENGINEER'SMUST
PROVIDE REGISTRATION,,, AND SIGN AND SEAL EACH. PAGE OF SUBMITTAL. COMPLETE ALL ITEMS..
PROPERTY SIZE .CONFORMS' TO SITE'PLAN:. [A] YES [ ] NO NET USABLE .AREA AVAILABLE: SO ACRES
TOTAL ESTIMATED. SEWAGE'FLOW:'f>'O .'r; GALLONS PER... DAY/ "[;RS$IDENCES—TABLE '1 / OTHER -TABLE 2]
AUTHORIZED SEWAGE FLOW: _ �s pop GALLONS PER DAY' (1500 GPD/ACRE OR 2500 GPD/ACRE]
UNOBSTRUCTED AREA AVAILABLE: 900+ SQFT UNOBSTRUCTED AREA REQUIREDs 900 SQFT
BENCHMARK/REFERENCE POINT LOCATION: WIL 1)3 td.. FACcz OG Wpi Ar= (w) Ilk.M.= 6179 A$$:G p1GD
ELEVATION OF .PROPOSED SYSTEM SITE IS [INCHES/M .[ABOVE/BELOW] BENCHMARK REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE:FOLLOWING. FEATURES:
SURFACE WATER: IS} FT DITCHES/SWALES: 154 FT NORMALLY WET? [ ] YES L)�]-NO
PU
BLIC: UBLIC: qOO * FT .LIMITED USE: {Opp' FT PRIVATE: jS't FT NON —POTABLE: 504' FT
BUILDING FOUNDATIONS: -1 + FT PROPERTY LINES: It+ FT POTABLE WATER LINES: kD+ FT
SITE. SUBJECT: TO'.FREQUENT FLOODING: [: ] YES [)(].NO. 10 YEAR FLOODING? [ ] YES [1(] NO
10 YEAR FLOOD 'ELEVATION FOR�rSITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD
SOIL PROFILE INFORMATION SITE 1
ilor Texture Depth
-Z yc:j5 "-ySoll /1 took
L G' .S 1 tom
to -2
L — 2C e Flu to .So
to
to
to
USDA SOIL SERIES:
SOIL PROFILE INFORMATION SITE
Munsell-#/Color.
Texture
Depth
1Lto—,
to
to 5V
to
to
to
USDA SOIL SERIES:..
OBSERVED WATER TABLE: 9)" INCHES [ABOVE / ELO EXISTING GRADE. TYPE: rPERCHED / APPARENT]
ESTIMATED WET SEASON WATER TABLE ELEVATION: .2 V INCHES [ ABOVE / ] EXISTING GRADE.
HIGH WATER .TABLE VEGETATION: (. ] YES. 0 NO MOTTLING: ( ] YES [A3 NO DEPTH: INCHES
SOIL :TEXTURE/LOADING RATE FQRS,SVSTR SIZING: i�%� DEPTH OF EXCAVATION.: 7�/ INCHES
DRAINFIELD CONFIGURATION { ] _TRENC [ ] BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL�CRITERIA: "^-
-SITE EVALUATED BY:
HRS-H Form 4015, Mar 92 (Obsotetes previous editions
(Stock, Number: 5744-003-4015-1)`��-a,,_ •
DATE:
ch may not be used),; Page 3 of 3
INSTRUCTIONS:
PERMIT 8: Permit tacking number assigned by CPHU.
APPLICANT: Property owner's full Name.
AGENT: Property owner's !egaily authorized representative.
LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot.
__—__PROPERT_Y IDk:,__�=_Z7_characternunber-for
proper!y,_(propertY:appraiser D-.11'er-�ctio l!hwnehip/n_uge/parse!°rut:.ber)__,—___�_ �__
PROPERTY SIZE: Check if property size at site conforms to submitted site plan. Record net usable area available - lot area exclusive of. _
all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes,
normally we! drainage ditches, marshes, or other such bodies of water.
SEWAGE FLOW: Record the estimated sewage flow for the establi=lrment from Tnble I (residences) or Tablc 2 (non-residential); Chapter
1OD-6, FAC. Record the authorized aerage flow for the lot bawd on net usable area and water supply (1500 gallons
per day per acre for privatewater suppLas and 2500 gpd per sere for public water supplies). if authorized sewage flow
does not equal or exceed the estimatedsewage flow, the application must oe denied.
UNOBSTRUCTED AREA: Record thesquare feat of unobstructed area available end the amount required. Unobstructed area must be at least 2
times as !arge as the drainfie!d absorption area and at least 75 percent of the unobstructed area must meet minimum
setbacks m Chapter 'OD-6, r'AC. Th< unobstructed area must be contiguous to the dminfreld.
BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevstion. Record tie
elevation of the proposed system sitein relation (above or below) to the. b^nQhmark. -.
MINIMUM SETBACKS: Record minimum setbacks which can be meet to all lieted features. Actual measrsrements must be recorded or "NA"
for non applicable features. Features on site plan, or within 75 feet of the applicant lot must be measured. The location
of any public drinking well within 200 feet of the applicant's lot must also be verified.
FLOOD INFORMATION: Record information on lot's subject to flooding. For Iris subject to flooding record 10 year flood elevation for siteand
actual site elevation..
SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to is minimum depth of 6 feet or refusal are required. Soil
identification will use. USDA. Soil Classification methodology (Munsell eclers and USDA soil textures). Refusals must
be clearly documented. Provide USDA soii series if available, record 'UNK" if the series cannot be determined.
WATER TABLE: Record the depth of the observed water table et the time of the evaluation. Mark "perched" or "apparent" as
appropriate.. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and
historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth.
SOIL TE,W, URE: Record soil texture or loading rate for system sizing.
DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable.
DRAINFIELD CONFIGURATION: Check dminfreld configuration required. If other, specify type. "
ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required.
SITE EVALUATED BY: Signature.. of evaluator, title, and date of evaluation. Professional engineers mast seal all documentation submitted.
ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS:
BENCHMARK SITE I SITE 2 SITE '
[+] SHOT: H.S. H.I. H.I.
H.I. [-j SHOT [-] SHOT H SHOT
O• C
Q3jooeq a dyS3 t.�v. COT;t c_z . sE=. Ala
/ Flo` 3 31�2-40
I f
For
Ell
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Q e
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SET C AP
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vgCN"-T
G
SET CAP
4%441�
y ' U 89"S9'IS"E
iy�l
1 W 50' I I 40
—
d1// y10 I �Y FD c1.P�-
5'
N 89°59,15't � � i I � lEiEi9
I �l.
i
NOT VALID UNLESS SI6NED.DATED AND
STAMPED WITH EMBOSSED SEAT.
CERTIFICATE:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY
OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT
TO THE BEST OF MY KNOWLEDGE AND BEUEF AS SURVEYED
UNDER MY DIRECTION. I FURTHER CERTIFY THAT THIS SURVEY
MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND
SURVEYING IN THE STATE OF FLORIDA (CHAPTER 61G77-6)
PURSUANT TO SECTION 472.07,FLORIDA STATUTES. SUBJECT
TO THE C�UALIRCATIONS. NNOOOTTEEDDJ HEREON.
\WIT.T .rnu E_ YHURST 27
IfTG]\[DA a[naPaaaaazox xo 4416 ],!a'>•a cox>®
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-
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4410
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fff
?5 EASEHELTT
S SR' sq, 15,1
LEGAL DESCRIPTION
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SEC PION 3. TOWNSHIP W SOUTH, RANGE 40 EAST. ST.
LUCIE COUNTY, FLORIDA AND RUNNING THENCE. SOUTH W DEGREES 1756' EAST.
FOR 773.81 FEET; THENCE NORTH 89 DEGREES 59- 15- EAST, FOR e5 W FEET TO THE
POINT OF BEGINNING:
THENCE FROM THE POINT OF. BEGINNING NORTH W DEGREES 175 WEST, FOR 6DW
FEET, THENCE NORTH 89 DEGREES 57 15' EAST. FOR ML38 FEET; THENCE NORTH 00
DEGRecS 16' 15- WEST- FOR 163. W FEET; THENCE NORTH 89 DEGREES 51. 15- EAST.
FOR 308. W FEET. THENCE SOUTH W DEGREES 1B 15-EAST, FOR 223.00 FEET. THENCE
SOUTH 69 DEGREES 57 15' WEST, FOR 617.40 FEET TO THE PLACE AND POINT OF
BEGINNING.
CONTAINING 2.00 ACRES MORE OR LESS
TOGETHER WITH AN INGRESS -EGRESS EASEMENT:
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 3. TOWNSHIP 36 SOUTH, RANGE 40 EAST. ST.
LUCIE COUNTY, FLORIDA, RUN SOUTH W DEGREES 1Z W EAST. FOR 773AI FEET:
THENCE NORTH 89 DEGREES ST 1S EAST, FOR 45.00 FEET TO THE POINT OF
BEGINNING OF AN EASEMENT FOR INGRESSIEGRESS
THENCE FROM THE POINT OF BEGINNING, NORTH 00 DEGREES 17 56- WEST, FOR
E0. W FEET; THENCE NORTH 89 DEGREES ST IS- EAST. FOR 40.00 FEET; THENCE
SOUTH W DEGREES 1Z 56'EAST, FOR 60. W FEET; THENCE SOUTH 89 DEGREES 59- 15-
WEST, FOR 4D.00 FEET TO THE POINT OF BEGINNING.
j VA�B, tT
}ET Ci>r'
N S9°51 l5"E 3o8.co' _ = 441lP
1
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N MAP
dI j'T_T_S_
;
^a ental malt,
or,, Approved For Construction
s Ap Previous Site Pla'GUMNNED
` BY
— St. Lucie County
SURVEY NOTES:
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD_
2. NORTH ARROW SHOWN HEREON IS ORIENTATED
AS SHOWN.
3. ELEVATIONS (IF SHOWN) HEREON ARE RELATIVE TO
ASSUMED DATUM, UNLESS OTHERWISE NOTED.
4. REPRODUCTIONS OF THIS SKETCH ARE NOT
VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL_
5. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
6_ BEARING BASE AS SHOWN.
7. SO. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CJENT_
8. LEGEND OF SURVEY ABBREVIATIONS ON BACK
OF SURVEY.
CERTIFIED TO:
VA cp 1IT
aDob IsNOQST¢uLTED Pxek VESSEL-MULTI-MINISTRIESmINC:,
13' � DCAN FEED �� � - - --
/
-mir I 77 o11�/Q%%
fur £11l_AQ4E0 DECY"\L
oLIT 5
POOP. CNUELH
SURVEY TYPE
a FLOOD ZONE: X
JOUIJDPK'( DATE: REVISIONS: INT. PANEL No. 12 I I I G 02$O F
HAYHURST LAND SURVEYING INC. DRAWN BY: k<v 3-12-91 ADD IQ(AeE55 Eh4ESs
KV Sa.4 INDICATES TRUE ELEVATION
A LAND SURVEYING CJMPANY CHECKED BY: W.E.H. s o INDIGTESPROPOSSFDELEV_
-ZI-4'I DD P12op BUJ(;, ASEPOL K�/ TREREARENOWELISMSEPTICS
1122 OLD DIJCIE HIGHWAY SUITE H-2 qt0 xTTILIN Hno•DNLFssxowrl
-P'rVx INDICATES LDT DRAINAGE
VETO HEACH, F'L. 32980 PAGE Na 49-SO ® INDICAT� DRANITELD
LIVINGARao sO.FT_ LOTAREA�,LZo SO.FE_
PHONE: (407) 569-6680 A �2-z0-9Lo EA L
DRAINAGE AREA 4�SQ. FT.
FAX: (407) 770-3446 SCALE�" `1001 ;ACE mw1
m ELEVATIOYSAREFOR
9(0- z17- CALCULATION PURRSES ONLY
A
T
!-7 rivzl�
idles �l�1vM ;elate
-101S°ll N ,BSI -)I 100 0
3 psi ,-71'OtD
a12•C,zZ
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Iv,
111
jo P,O,C.
q W. Cor_ .A F ,
3- 3(o- 40
N 89' S9' I5i1 E
45.00
U
NOT VALID iJ14LESS 310WE33.33ATED AND
STAMPED WITH EMBOSSED SEAL
CERTIFICATE:
I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY
OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT
TO THE BEST OF MY KNOWEDGE AND BEUEF AS SURVEYED
UNDER MY DIRECTION. I FURTHER CERTIFY THAT THIS SURVEY
MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND
SURVEYING IN THE STATE OF FLORIDA (CHAPTER 61G17-6)
PURSUANT TO SECTION 472.07.FLORIDA STATUTES. SUBJECT
TO THE QUALIFICATIONS NOTED HEREON.
,T i.TnT.R E. , yiiTJRSmm�nT 2 -i3,g7
� RZICWW lle4Lax X WO 4410 1 ra mr I
VE.cp 0 r
LEGAL DESCRIPTION:
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. .
LUCIE COUNTY, FLORIDA AND RUNNING THENCE: SOUTH 00 DEGREES 17 56' EAST,
FOR 773.81 FEET; THENCE NORTH 69 DEGREES 59' 15' EAST, FOR 45.00 FEET TO THE
POINT OF BEGINNING:
THENCE FROM THE POINT OF BEGINNING NORTH 00 DEGREES 17 W WEST, FOR 60.00
FEET; THENCE NORTH 89 DEGREES 59 1S" EAST, FOR 309.38 FEET. THENCE NORTH 00
DEGREES 16' 15' WEST, FOR 163.00 FEET; THENCE NORTH 89 DEGREES 51. 15- EAST,
FOR 308.00 FEET; THENCE SOUTH 00 DEGREES 16 15' EAST, FOR 223.00 FEET, THENCE
SOUTH 89 DEGREES 5715- WEST, FOR 617.44 FEET TO THE PLACE AND POINT OF
BEGINNING.
CONTAINING ZOO ACRES MORE OR LESS
TOGETHER WITH AN INGRESS - EGRESS EASEMENT:
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 3. TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST.
LUCIE COUNTY, FLORIDA, RUN SOUTH 00 DEGREES 17 56" EAST, FOR 773.81 FEET;
THENCE NORTH 89 DEGREES 59' 15" EAST, FOR 45.00 FEET TO THE POINT OF
BEGINNING OF AN EASEMENT FOR INGRESSIEGRESS.
THENCE FROM THE POINT OF BEGINNING, NORTH 00 DEGREES 17 ST WEST, FOR
60.00 FEET; THENCE NORTH 89 DEGREES 59 IS- EAST, FOR 40.00 FEET; THENCE
SOUTH 00 DEGREES 17 56" EAST, FOR 60.00 FEET; THENCE SOUTH 69 DEGREES 59 15"
WEST, FOR 40.00 FEET TO THE POINT OF BEGINNING.
B.H. EL. = sz.-Al N.SSY m)
.FACE 6 %s.p %s
PiRXNIy I L —
}ET CIi I'
sH 44 I (�
4%
l9c*sR DEPN
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CA2 DEAlEP3HlP
-
(om W4 't d sntmo
N
19
0
0
0
51
0
FD c I-?
%t IS69
oTzercp_.r-y Lwe
SURVEY NOTES:
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD.
2. NORTH ARROW SHOWN HEREON IS ORIENTATED
AS SHOWN.
3. ELEVATIONS (IF SHOWN) HEREON ARE RELATIVE TO
ASSUMED DATUM. UNLESS OTHERWISE NOTED.
4. REPRODUCTIONS OF THIS SKETCH ARE NOT
VALID UNLESS SEALED WITH AN EMBOSSED
SURVEYOR'S SEAL.
5. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
6. BEARING BASE AS SHOWN.
7. SO. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT.
8. LEGEND OF SURVEY ABBREVIATIONS ON BACK
OF SURVEY.
CERTIFIED TO:
900b l4NOL5ST ¢4LTm P4EA-
DC�IUFELO
P2G1.
I
'61AX_NY_ T o DOA\L
L0 Ir � s' 1' 0 40'
OP. CHURCH
VESSEL MULTI -MINISTRIES, INC.
11
HAYI3URST LAND SURVEYING INC.
JUKY T ITr
-60L)Qt*P_�
DATE:
REVISIONS:
INT.
FLOOD ZONE X
PANEL NO. IZ I I I C. 0Z50 F
DRARN By-
ADp I1IG¢esS EG¢2SS
KV
Q INDICATES TRUE ELEVATION
CHEC7® �`•
W.E.H.
-21-9I
DD P¢op PL%45E9T1c
A LAND SVRVEyI27G COMPANY
SD.D INDICATES PROPOSED ELEV.
THERE ARE NO WELLS OR SEPTICS
BOOK' 01„
IW
1122 OLD DDQE HIC}HWpy 9VITE H-2
WITHIN 10YUNLFSS SHOWN
wvv� INDICATES LOT DRAINAGE
PAGE NO:
.Aq-So
VERO REACH. FL. 32960
PHONE: (407) 569-6680
ELD
® INDICATES DRO Q.V
uT rAREAAR ABL ]700 SQ. Fr.
LOTIN aR,1zo SQ. Fr.
DRAINAGE nREn20125Q. Fr.
\2-20-9Lo
�i1 °Ic0o1
0 FAX: (407) 770-3446
NS AR(INCLE
FO
ELEVATIONS ARB FOR
CALCULATION PURPOSES ONLY
C1�- �1�
LEGEND OF SURVEY
ABBREVIATIONS
A
ARC LENGTH
PG
PAGE
AC
AIR CONDITIONER
PK
PARKER KALON NAIL
AVE
AVENUE
P
PLAT
BM
BENCH MARK
PB
PLAT BOOK
BLK
BLOCK
PC
POINT OF CURVATURE
BLVD
BOULEVARD
PCP
PERMANENT CONTROL POINT
CALC
CALCULATED
PI
POINT OF INTERSECTION _
CB
CHORD BEARING
PL
PROPERTY LINE
C.B.S.
CONCRETE BLOCK
PM
POWER METER
STRUCTURE
POB
POINT OF BEGINNING
CD
CHORD DISTANCE
PRM
PERMANENT REFERENCE MONUMENT
CL
CENTERLINE
PP
POWER POLE
CL.
CLEAR
PT
POINT OF TANGENCY
CM
CONCRETE MONUMENT
R
RECORD BY PLAT OR DEED
CONC
CONCRETE
RAD
RADIAL OR RADIUS
CDR
CORNER
R/W
RIGHT-OF-WAY
CT
COURT
S
SOUTH
C/S
CONCRETE SLAB
SEC
SECTION
D
DEED
SIP
SET IORN PIPE
DB
DEED BOOK
SN
SET NAIL
OF
DRAIN FIELD
SQ.FT.
SQUARE FEET
DIST
DISTANCE
SR
STATE ROAD
DRA
DRAINAGE RETENTION
ST
STREET
AREA-
STA
STATION
DR
DRIVE
STRUC STRUCTURE
D/W
DRIVEWAY
SUB
SUBDIVISION
E
EAST
T
TANGENT
ESMT
EASEMENT
TBM
TEMPORARY BENCH MARK
ELEC
ELECTRICAL
TEL
TELEPHONE
EL.
ELEVATION
TR
TRACT or TRAIL
FF
FIRST FLOOR
TW
TOWNSHIP
FD
FOUND
UTIL
UTILITIES
FH
FIRE HYDRANT
W
WEST
FCM
FOUND CONCRETE
WF
WOOD FENCE
MONUMENT
WM
WATER METER
FIP
FOUND TORN PIPE
WV
WATER VALVE
FIR
FOUND IORN ROD
A
DELTAANGLE
FM
FIELD MEASURED
E
CENTER LINE OF ROAD
FN
FOUND NAIL
#
NUMBER
GOVT
GOVERNMENT
GR
GRADE
GND
GROUND
HW
HEAD WALL
HWL
HIGH WATER LINE
NOTE:
SQUARE FOOTAGE OF LIVING AREA
HORZ
HORIZONTAL
PROVIDED BY CLIENT.
L
LENGTH
LP
LIGHT POLE
MH
MAN HOLE
MEAS
MEASURED
N&D
NAIL and DISK
N
NORTH
NO .
NUMBER
OE
OVERHEAD WIRES
I
4 I
I
I
a
I
n
COVENANT T RYA[ KrAdl
PA 1t(iIVI
Poe
G.X15f IN('i
S�/�11i AR
PAS L M
a X 14 C- F
I k�
M v
I V �
I' VV
-
-5300 MEIVIl1f
o lep U/1,rrr- C,,fy PT, I!C.UC. `
SGPg-I Go Jr�
--- — — -- — 1 3 • x
10.67 =
138.71
25.67 x
10• _
I d r I
256.70 x
0• 0 21 x
30• _
0163 = l'—"1 630.00 16 33 x
n, / 3 9.45 1 0 • =
W_ � �J®
163.30 #
.8.67 x
15. 33 x 1 4 • _
19.33 = I 121.38
29643 x
<13
x
0 =1
15.33 x
17.67 =
0.91/+ x 270 88 * / ��� 138.71 +
13.71 >e �Cv, 256.10 +
16• x 121.38 +
0• �, 121.38 +
21.67 = .004
346 •'l2 x-679 • 49 e
5• x ,
7' _
3985 0 X
0
0
296.00 +
5• x ,�� 0•33 +
0.770 = 5 } 270.88 +
3.85 x 346.72 +
004 ii 679.49 +
4• x 90.00 +
913.93 K. 002
0.408 =
1.63 769.49 at
0• C
1'
— 17• x
O 24• _
J(1 j 408 . 00 �