28065 PE-1850 DRAINAGE TECHNICAL REPORT
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DRAINAGE TECHNICA- J REPORT
for the -
PURVIS POIN~ P~A^
MARCH 1999
#98586
Prepared By:
. Inland Pacific Engineering Company
' 707 W. 7th Avenue Suite 200
Spokane, WA 99204
(509)458-6840
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RAINAGE REPORT
for the
Purvis Point
Plat
Spokane County, Washington
March 1999 111~eidg-s~gn ~ r;~
vements .sn insthis~set~of lans -and calculationsconformto~the ic-ab e ed~itpoas.of t~he S°ane Coun .~S'tandards~for Road?and Sewer.Coirs r~`° arPP.. .P.. . tY . . s uchon',
••fiw ~S ~f-e 'r. . • ~ fY
~and the. Spokane -Cou~aty G:uide-l~ ~nesYfor~Stormwater Management . All-designadeviations
a~e~een~approved~by~the~Sp'okane~County-tEngineer. I approve these plans
s(calcu ations);for co;nstruction:~` AP
''4+:s~- .i.', `..:1„' n~- - - n•4„s•:".4.-aw.
This report has been prepared by Susan K. Murphy, E.I.T. of Inland Pacific Engineering Company
under the direction of the undersigned professional engineer whose seal and signature appear hereon.
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EXPIRES 9/24/ 0 ~
Todd R. Whipple, P.E.
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Pur-vis Point Plat
Drainage Narrative ,
GENERAL
Purvis Point Plat is a 2.19 acre development of single family residential lots and one existing
duplex lot, located south and west of the intersection of 12th Avenue and Pierce Road in the
Spokane Valley within Spokane County, Washington. The Meadowland Plat lies directly east of
Purvis Point. Other than the existing duplex residence located at the north end of the plat, the site
is vacant with field grass and fallow fields as the predominant land cover and vegetation. A mix
of single family and duplex residential development surrounds the proposed plat site. A vicinity
and location map have been included within the technical section of this document.
PURPOSE
The purpose of this report is to determine the extent of storm drainage facilities which will be
required to dispose of the increase in stormwater runoff created by the development of the Purvis
Point plat. The storm drainage facilities on this project will be designed to dispose of runoff from
a ten year design storm. Drainage facilities are checked against the fifty year storm requirements
as an additional safety factor. All drainage facilities meet the fifty vear stnmlzgquire_ rUots. This
development is within the Aquifer Sensitive Area of Spokane County and is subject to '208'
requirements. For this project, the 10- and 50- year curves from the Spokane, Medical Lake,
Reardon, Cheney and Rockford intensity curves were used, as well as the SCS iso-pluvial rainfall
curves.
ANALYSIS l►1ETHODOLOGY
Per the Spokane County Guidelines for Stormwater Management, the Rational Method, which is
recommended for basins less than ten acres in size, will be used to determine the peak discharges
and runoff volumes for all onsite basins.
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PROJECT DESCRIPTION
The Purvis Point subdivision is located in the SW 1/4 of Section 21, T. 25 N., R. 44 E., W.M.
within Spokane County, Washington.
TOPOGRAPHY
The existing site naturally drains to the north and west. The adj acent Meadowland plat shares
Glenn Road frontage with the lots within the Purvis Point plat. The storm drainage design for all
but the 12'h Avenue frontage has previously been designed and approved by Spokane County
Engineers as part of the Meadowland plat. A copy of the approved Meadowland drainage report
and Basin Map are included in the appendix for reference. The storm drainage design for 12`''
Itiland Pacic Engineering Cornpany 1 Purvis Point Plat Drainage Report
Avenue has been incorporated into the approved Pond F4 of the Meadowland storm drainage
design. Pond F4 ha's been enlarged for the additional `208' treatment necessary for the 12''
Avenue improvements.
The natural topography was used as much as possible to route storm drainage. Due to the flat
slopes encountered, no concentrated pre-existing flows were observed nor were there any signs
that anything other than sheet flow and ground absorption have occurred on this site. The general
slopes within this plat vary from flat to nearly flat with the maximum existing slope at 0.01 ft./ft.
For development purposes as stated the natural sloping was used for design and is maintained as
possible throughout the project.
SOILS
As can be seen from the accompanying soils map from the Spokane County Soils Survey as
performed by the SCS, the site consists of one type of soil within the Class B type. This soil type
is described as follows.
IVIcB - Marble sandY loam, 0 to 8 Percent sloPes: Soils within this soil type are excessively
drained soils of moderately rapid permeability, with a surface layer of loamy sand, loamy coarse
sand, or sandy loam and a subsoil stratum of coarse sand. They formed in sandy outwash under
grass, shrubs, and scattered pines. Surface runoff is slow, and there is little or no hazard of
erosion. Snokane Countv Guidelines for Stormwater ManaQerrient, indicate this to be a Soil
Group Type A and pre-approved for drywell installation.
Hydrologic Soil Classification - A
DRAINAGE NARRATIVE
' Offsite
Based on the topography shown on the enclosed basin map, no offsite flows are anticipated.
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Ofiscte
As this plat is within the aquifer sensitive area of Spokane County all onsite drainage will be
collected and treated using the "208" runoff inethod as described in the~ S,j?okane County
G agement. The Purvis Point Plat has a si~Igle basin, subdivided
uidelines for Stormwater Man
into 4 sub-basins (F 1 through F4) for `208' treatment. Table 2 lists the basins and ponds for easy
reference. .
Lzland Paciftc Engineering Comparty 2 Purvis Poittt Pla( Drainage Report
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. Table No. 1 ~'-~"~~~i -""~~'f, "r~' '~~y'~,~fr~.+1'~ , ' ~ r ;t' • t : .
WEIG : *D
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Bas4ins Not►ar~a ~'rDwe~lling Impe~ious • ; " !'"~'~ty~ ;
;7
(Si ~ nlfs A=rea* ~ ; :
,+t' ' (IJJI l ~ `S • JvF 155,100/3.56 8 51300/1.18 0.25
Per Table I, Page 6-2 of Spokane County Guidelines for Stormwater Management, February 1998.
"208" Calculations
Within each basin the streets are divided into sub-basins by high and low points placed on the
roadway profiles. The proposed curb inlet facilities capture upstream stormwater runoff from the
' impervious street surface and direct the runoff into grassy '208' ponds. As shown on the '208'
calculation worksheets included, the '208' storage volume provided is adequate to perform '208'
treatment for the runoff created by the first half inch of rainfall.
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Curb Inlets and Catch Basin Calculations
Based on the stormwater design presented, it may be necessary to check the adequacy of the curb
inlets, inlets or catch basins provided to divert the runoff from the gutter into the '208' ponds.
When the curb inlets are not in the surrip condition, the curb inlet calculation sheet included
shows the required lengths of curb openings, as well as the adequacy of the inlet grates or catch
basin grates.
, DRAINAGE CALCULATIONS SUMMARY
Calculations have been included for Drainage Basin considerations such as Peak Flow, Time of
' Concentration, "208" sizing, drywell requirements, inlet sizing and curb inlets, which are
summarized below with the remaining calculations included in the appendix.
Within the calculation section and where it has been determined necessary for clarity, several
sketches, as well as details from the plans have been incorporated to demonstrate assumptions
and conclusions.
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BASIN DESCRIP
Basins F1 through F4
Within this plat, and due to the general geographic features, several basic assumptions were
followed and can be used to describe each basin. First, due to the relative flatness of the plat and
project'vicinity, minimum road grade is limited to 0.0050 ft./ft; second; ponds will be of the lot
Inland Pacific Engineering Company 3 Purvis Point Plat Drainage Report
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pond configuration, placed on drainage easements within the affected lots shown.
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~ Table No. 2- Pond and 208 Basin Summary
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u •S o•, asin/ 208 ' on I on I elils
' ond ol~u~ e ea e ~ olum - : e III 'ired
FIFI 119 280 76 168 Irreg. -
F/F2 173 350 78 204 15' x 25' -
F/F3 226 455 89 - 260 Irreg. -
F(F4 384 785 114 435 Irrep,. -
F 953 - - 1067 - 1 - "B "
* Based on (bottom area)(.5), 0.5' depth +(perimeter)(0.5')(0.5')(1.5') Type A is a Spokane Standard Drywell - Single Depth, Capacity 0:3 cfs '
Type B is a Spokane Standard Drywell - Doublc Depth, Capacity 1.0 cfs
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Inland Pacific Engineering Company 4 Purvis Point Plat Drainage Report
m m m m m m m m m m m m m m m m m m m
BOWSTRING METHOD PROJECT: Purvis Point `
PEAK FLOW CALCULATION PROJECT:Purvis Point DETENTION BASIN DESIGN BASIN: F
BASIN; F 10-Year Design Storm DESIGNER: SKM
Tot. Area 3.56 Acres DATE: 03117 '
Imp. Area 22860 SF
C = 0.25
Time Increment (min) 5 •
CASE 1 Time of Conc. (min) 6.47
Outflow (cfs) 1
30 ft. Overland Flow Design Year Flow 10
Area (acres) 3.56
Ct = 0.15 Impervious Area (sq ft) 22860
L= 30 ft. 'C' Factor 0.25
n= 0.02 '208' Volume Provided 1067
S= 0.020 Area ' C 0.890
Tc = 0.31 min., by Equation 3-2 of Guidelines
Time Time Inc, intens, Q Devel. Vol.ln Vol.Out Storage
935 ft. Gutter flow (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 ForZ2 6,47 388 2.78 2.47 1285 388 897
Z2 = 3.5 Type B =1.0
n= 0.016 Rolled = 3.5 5 300 3.18 2.83 1138 300 838
S= 0.017 10 600 2.24 1.99 1459 600 859
15 900 1.77 1.58 1626 900 726
d= 0.191 ft. 20 1200 1.45 1.29 1719 1200 519
25 1500 1.21 1.08 1757 1500 257
A R Q Tc Tc total I Qc 30 1800 1.04 0.93 1788 1800 -12
35 2100 0.91 0.81 1808 2100 -292
0.98 0.10 2.47 6.15 6.47 2.18 2.47 40 2400 0.82 0.73 1848 2400 -552
45 2700 0.74 0.66 1865 2700 -835
Qpeak for Case 1= 2.47 cfs 50 3000 0.68 0.61 1895 3000 -1105 "
55 3300 0.64 0.57 1955 3300 -1345 .
60 3600 0.61 0.54 2026 3600 -1574
CASE 2 65 3900 0.60 0.53 2153 3900 -1747
70 4200 0.58 0.52 2236 4200 -1964
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.50 2309 4500 -2191
peak flow =,90(3.18)(Imp. Area) = 1.50 cfs 80 4800 0.53 0.47 2326 4800 -2474
85 5100 0.52 0.46 2421 5100 -2679
90 5400 0.50 0,45 2462 5400 -2938
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.49 0,44 2543 5700 -3157
2.41 cfs 100 6000 0.48 0.43 2620 6000 -3380
208' DRAINAGE POND CALCULATIONS
Required'208' Storage Volume
= Impervious Area x.5 in ! 12 iNft 953 cu ft
208' Storage Volume Provitled 1067 cu ft
DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Maximum Storage Required by Bowstring 897 cu ft
Number and Type of Drywells Required 0 Single .
1 Double
m m m m m m m m m m m m m m m m m m m
50-year STORM BOWSTRING METHOD PROJECT: Purvis Point '
PEAK FLOW CALCULATION PROJECT Purvis Point DETENTION BASIN DESIGN BASIN: F
BASIN F DESIGNER: SKM
Tot. Area 3.56 Acres DATE; 03I24 '
Imp, Area 22860 SF
C = 0.25
Time Increment (min) 5
CASE 1 Time of Conc. (min) 5.83
Outflow (cfs) 1
30 ft. Ovedand Flow Design Year Flow 50
Area (acres) 3.56
Ct = 0.15 ImpeNious Area (sq ft) 22860
L= 30 ft. 'C' Factor 0,25
n= 0.02 '208' Volume Provided 911
S= 0.020 Area * C 0.890
Tc = 0,31 min., by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
935 ft. Gutter flow (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 5.83 350 4.29 3.82 1791 350 1441
ZZ = 3.5
n= 0.016 5 300 4.58 4.08 1639 300 1339
S= 0.017 10 600 3.20 2.85 2048 600 1448
15 900 2.45 2.18 2222 900 1322
d= 0.225 ft. . 20 1200 1,95 1.74 2289 1200 1089
25 1500 1.62 1.44 2334 1500 834
A R Q Tc Tc total I Qc 30 1800 1.56 1.39 2664 1800 864
35 2100 1.28 1.14 2528 2100 428
1.35 0.11 3.82 5.52 5.83 4.29 3.82 40 2400 1.19 1.05 2657 2400 257
45 2700 1.08 0.96 2710 2700 10
Qpeak for Case 1= 3.82 cfs 50 3000.. 0.99 0.88 2748 3000 -252
55 3300 0,92 0.82 2799 3300 -501
60 3600 0.87 0.77 2880 3600 -720
CASE 2 65 3900 0.82 0.73 2933 3900 -967
TO 4200 0.80 0.71 3075 4200 -1125
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.77 0,69 3165 4500 -1335
peak flow =.90(4.58)(Imp. Area) = 2.16 cfs 80 4800 0.75 0.67 3283 4800 -1517
85 5100 0.72 0,64 3344 5100 -1756
90 5400 0.71 0.63 3487 5400 -1913
So, the Peak Flow for the Basin is the greater of the two flows, 95 5700 0.69 0.61 3573 5700 -2127
3.82 cfs 100 6000 0.67 0.60 3649 6000 -2351
208' DRAINAGE POND CALCULATIONS
Required'208' Storage Volume
= Impervious Area x.5 in I 12 in/ft 953 cu ft
'208' Volume Provided 911 cu ft
DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM
Maximum Storage Required by Bowstring 1448 cu ft
Number and Type of Drywells Required 0 Single
1 Double
INLAND PACIFIC ENGINEERING
RECEIVED
INLAND PACIFIC ENGINEERING - TRANSMIT APR ~2 7 1999
T~~,~
707 W. 7th Avenue, Suite 200 Spokane, WA (509~58-6840 Fa~c: (509)158-6844 CWNTM ENu~NCER
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TO: SPOKANE COUNTY ENGINEERS ~
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ATTENTIO
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Description: PE-1850-97
■ Xerox Prints O Copy of Letter ■ Red lined Check arints
0 Original Drawing ❑ Contract Documents 0
■ Plat Certificate El Declaration of Cov. 0
No. Copies Description
1 Coav of revised Final Plat
1 Copv of Red-lined Check Prints
1 Up-dated Plat Certificate ,
Purpose
0 Information . 0 Review & Comments O Per Your Request
■ Written Approval 0 Signature & Return O
Remarks
Dave - Enclosed please find the a copy of the final plat and the red-lined
check prints on the above referenced project. Also enclosed is an Up-
dated Plat Certificate. I have sent the mylar for signatures. If you need
any additional information, please do not hesitate to contact this office.
,
Signed:
e Jo Sparling
'B-
A
S P O K A N E C O U N T Y
BUILDWG AND PLANNING • A DMSION OF THE PUBLIC WORKS DEPARTMENT
JAMES L. MANSON, C.B.O., DIRECTOR DENNIS M. SCOTT, P.E., DIRECTOR
MEMORANDUM
TO: ~
~ po ane ounty ivision of Engineering, Development Services, Bill Hemmings
Spokane County Division of Utilities, Jim Red
Spokane County Division of Stormwater Utiliry, Brenda Sims
Spokane County Health District, Steve Holderby
Spokane County Division of Long Range Planning, John Mercer
Spokane County Fire District No. 1
Central Valley Schoo) District No. 356
Model Irrigation District No. 18
/
FROM: Tammy Jones, Associate Planner`L.~
J
DATE: November 19, 1998
SUBJECT: Final Plat of PE-l 850-97, Purvis Point
Enclosed find copies of the above referenced final plat. Please review and forward any comments by
December 4, 1998. If you have any questions you may contact me at 477-3675.
Thank you.
If you have any questions regarding this file, you may contact me at 456-3675.
Attachments
Copy without enclosures to:
William Purvis
Patrick J. Moore
1026 WC•ST BKOADWAY AVENUk • SI'OKANE, WASHINGTON 992E70
PHOrvF: (509) 456-3675 • F,ax: (509) 4564703
TDD: (509) 324-3166
7
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INLAND PACIFIC ENGINEERING, INC.
November 17, 1998
Our No. 98586
Mr. Dave Berto
Spokane County Engineer's Office
North 811 Jefferson
Spokane, Washington 99260
RE: PURVIS POINT ADDITION
PE-1850-97
Dear Dave:
Enclosed please find two copies of the draft f inal plat
referenced above. Please review for final approval. The
enclosed check for $100 is the plat check fee. Enclosed
also is a copy of the plat certificate, and a copy of the
signed Agreement to Pay Fee. The original Agreement to Pay
Fee was submitted to Doug Busko.
Please call if you have any questions. Thank you.
Sincerely,
INLAND PACIFIC ENGINEERING CO.
i Jo Sparling
BJS/bjs
Enc.
FIECEIVED
SPOKANE COU
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707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
4193897
041~11998 ~ IX~; t9P
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wuru urr.c!nRnrn A~*r rn .
SPERLIN6 & BALCB
LBGtAL D$PT.
8. I2211 BROADWAY #3
3PORANB, WA 99206
DOCUMENT: QUIT CLATM DEED REFERENCE NO.: NONE
GRANTORS: PURVIS, WILLIAM J.
PURVIS, DEBRA A.
GRANTEES: WAHU, LLC
LEGAL DESCRIPTION: A portion of NE 1/4 SW 1/4 of SW 1/4 0£ Sec 21,
T 25N, R 44E, W.M., County of Spokane
PARCEL NO.: PTN 45213.9064
QIIIT CLAIM DESD
THE GRANTORS, WILLIAbI J. PIIRVI3 aad DBBR.A A. PURVIS, huaband
arid wife, convey and quit claim all their rigbt title and interest
in equal shares to WAHU, LLC, in the following described real
estate, situated in the County of Spokane, State of Washington,
together with all after acquired title of the grantor(s) therein.
That portion of the Northeast Quarter of the 3outhweat Quarter
of the Southweet Qusrter of Seation 21, T 25 N., R. 44 B.,
W.M., more particularly described as followa:
Beginaing at the 3outhweet corner of eaid Northea8t Quarter;
theace S 89°551120 F. along the 3outh lfne of said Northeast
Quarter a distance of 141.85 feet; thence N 00024'08" E. a
distaace of 13.00 feet; theace N 89055112" West a distance of
141.85 feet to a point on the west li'ae of said N'ortheast
Quarter; thenee 8 00°24,08" Weat a dietance of 13.00 geet to
~ the Point of Beginnfng.
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~ Parcel # 45213.9064
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tD SUHJECT TO:
CD The above-aamed Graatora' intereet in the real property above
~ described.
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Dated &~y 7 , 1998.
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j :j ~ A.~n.. \ / 5,;~,y! . .
N WILLIAM J.!~URVIS dEBR.A A. PURVIS
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Page; 1 of 2
1 0310011998 03:19P
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WRRAT AR[!A12flRD RRTttRN rrn.
SPFRLINC3 & BALCH
LEGAL DBPT.
L. 12211 BROADWAY #3
SPORANB, WA 99206
DOCUMENT: QUIT CLAIM DEED
REFERENCE NO.: NONE
GRAAITORS: WAHU, LLC
GRANTEES: PURVIS, WILLIAM J.
PURV I S, DEBR.A A.
LEGAL DESCRIPTION: A portion of NE 1/4 SW 1/4 of SW 1/4 of Sec 21,
T 25N, R 44E, W.M., County of Spokane
PARCEL NO.: PTN 45213.9063
4IIIT CLAIM DBBD
THE GRANTOR, WAHU, LLC a Washingtoa Limited Liability Company,
conveys and quit claims all their right title aad interest in equal
sharee to WILLIAM J. PIIRVIS aad DBBRA A. PURVIS, buebaad and wife,
in the following described real estate, situated in the County of
Spokane, State of Washington, together with all after acquired
title of the grantor therein.
That portion of the Northeaet Quarter of the Southweet Quarter
of the Southwest Quarter of Section 21, T 25 N., R. 44 8.,
W.M., more particularly described as follows:
Beginning at a point 20.00 feet South and 502.14 feet Weat of
the Northeast corner of said Ncrtheaet Quarter, theace 8 000
04128° W, aloag a liae that runs through a poiat on the South
line of eaid Northeast Quarter, 160.85 feet Saet of the
Southweet coraer of eaid Northeaet Quarter a distaace of
w 146.34 feet to the beginning of a non-tangent curve eoncave to
~ the Northvrrest haviag a radius of 256.00 feet and fromi whfch
point a radial liae bears N. 76902153° W; thence Northerly
~ along said curve through a central angle of.13°321590 an arc
~ dietaace of 60.54 feet; thence N 00 04' 08° E-a-4i-etance of
~ 86.41 feet to a point lying 20.00 feet South and 495.01 feet
~ Weet of said Northeast corner; thence S 89059151" W a distance
n of 7.13 feet to the Poiat of Beginning.
, ~ .
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Parcel # 45213.9063
SIIBJECT TO:
The above-named arantors' interest in the reel property above ,
described.
~
N
6 Dated February.,2D,
0 1998.
~ WAHU, LLC
a By: - !
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N • , - °~`l!C / 1 ~ . .
I C L D. DAV I D WADE
w Member Member
' 4280604
~ 14r411998 ~ 03 23P
CA EMG EIIS 30,00 Sokane Co. NA
ATTACHMENT "A"
12th AVENUE ~1/4 CORNFR
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PACIFIC ~
~ EN4INEERINQ •
707 West 7th • Su1b 200 (509) 458-6840 +
Spokane, wA 99204 FAX: (509) 459-6844 ~ 97076\EXHIBI 09/23/98
N
C. ,i.:eled File ENGINEER' S REVIEW SHEET
Date Filecl
Date As Built Plans Received
Date Road Plans Approvcd PLAT FILE # PE-1850 -97
New Road Standards 5-I5-95 Mylar fi:
Companion Pile
Hearing Date 02/25! 1998 H Time: 09:00 li Number: 3 Related Pile
Technical Review Date: 12/04l1997 TR Time: 02:15 Building Dept t!:
Review Dale: R Time: R Number: "1 FCH KLVIEW #
Date Received: 11/20/1997 Review Type: Large Lot Bldg. Square Feet:
No. L,ot 7 No. Acre 2.19
Project Name: Puttvis PT Range-Township-Section: 44- 25 - 21
Site Address: S 12TH/E UNIVERSI'I'Y!W PIERCEIN 15TH PARCEL(S): (first 20)
Applic-mit Name: PURVIS, WILLIAM Phone (509) 924-2087 45123 Wa
Applicant Address: 12810 E PALOUSE l IWY Phone 2#
VALLEYFORD, WA 99035
Date Conclitions Mailed:
Fload Zone No VVater 4 Sewer 5 School 356 Fire 1 Phone US WEST
Billing PURVIS, WTLI,IAM J Owner: E'URV1S, WILLIAM Engineer PATRICK J MOOIZE
Address: 12810 E PALOUSE IIWY Address 12810 E PALOUSE HWY Company INLAND PACIFIC ENGINEERING
VALLEYFORll, WA 99036 VnLLEYFORD, WA 99035 Address: 707 W 7TH AVE STE 200
SPOKANE WA 99204
Phone: (509) 924-2087 Phone: (509) 924-2087 Phone: 509-458-6840
Fax: 509-458-6844
Signed Name WILLIAM J PURVIS
Building # 456-3675 / Planning # 456-2205 Contact: TAMMY JONCS
nate Siihmitted
12/04/1997 DA'I'E TECHNICALLY COMPLETE
DATE NOT TECHNCCALLY COMPLETE
11/11I1997 DATE PAY FEES RrCf:[VED
~ DATE PRIORITY FEE-S RECEIVED COPY TO ACCOUNTING
FINAL PLAT FEES COMPLETED AND COPY TO ACCOUNTING 4r
NOTICE TO PUBLIC I NOTICE TO PUI3LIC !f 1 3 4 6 COMPLETL-D - OR NEEDS TO BE S(GNED
In-Out {fl In-Out N2 In-Oul !l3
llESIGN DEV[ATION DATES IN-OUT
In-Out N4 In-Out NS In-Out 1#6
BOND QUANTITICS FOR DRAINAGE ITEM CALCULATED
DATE BOND RECC[VED BOND AMOUNT RECEIVED
DATE BOND RELEASE - DATE BOND REDUCED BOND E3ALANCE
Hearing Date Decisiun Approved ✓ Denied Continued Appealed BCC Approved Denied
Appealed to Court Approved Denied Continued Final Projecl Status
STAMPED MYLARS TO PERM[T TECHNICIAN (SYL)
STAMPED 208 LOT PLANS TO SECRETARY (SANDY)
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