HomeMy WebLinkAboutGRD2014-00007 Technical Memorandum - GRD Letters / Memos - 6/4/2014 RECEIVED
JUN 0 4 2014
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TECHNICAL MEMORANDUM
DATE: May 12, 2014 do W
og WAS
PROJECT: 13-1505.203
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TO: Larry Waters, Fire Inspector
Mason County Community Development .d 31 810
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FROM: Chris Uber, P.E. ss1oxaL �
Murray, Smith &Associates, Inc.
RE: City of Shelton Upper Mountain View Pressure Zone Improvements
Project—Fire Flow Standards Compliance for Group A Water Systems
Introduction and Purpose
The purpose of this memorandum is to demonstrate that Phase I of the City of Shelton's
(City)proposed Upper Mountain View Pressure Zone PZ Project complies with
� tY)P P PP (UMV ) J
Mason County Code Title 14, Chapter 14.18 which specifies performance standards for new
water systems with respect to fire suppression storage and flows. The City's 2010
Comprehensive Water System Plan (WSP) identified that the new UMVPZ be created to
provide water service to the City's regional partners and the northeast and northwest portions
of the Shelton Urban Growth Area(UGA) within Mason County.
Phase I of the project includes construction of one or two elevated water storage tanks,
approximately 2,000 linear feet of 16-inch diameter water main, and a connection to the
Mason County property to the north. The tank site will be connected to the City's existing
water distribution system by approximately 2,000 linear feet of new 16-inch diameter water
main. The alignment of the main follows the property line east-to-west and then runs north-
to-south along West Public Works Drive. The proposed water main connects to an existing
12-inch diameter main in West Dayton Airport Road.
Fire hydrants will be located on this new water main along West Public Works Drive at
intervals of approximately 600 feet. The hydrant which is located farthest away from the
tank on this new portion of water main is about 2,000 feet away from the tank as measured
along the new main alignment. The pressure and flow conditions at this hydrant represent
the most extreme case for the limits of this project.
13-1505.203 Pagel of 3 Upper Mountain View Pressure Zone
May 2014 Fire Flow Standards Compliance City of Shelton
Fire Suppression Storage
Chapter 14.18 of the Mason County Code states that new developments must provide a
minimum of 120,000 gallons of fire suppression storage. This requirement comes from
providing 1,000 gallons per minute (gpm) for 2 hours. This is the appropriate design criteria
for future development which may be located along the alignment of the new water main.
The completed elevated storage tanks are designed to provide approximately 360,000 gallons
of fire suppression storage. The storage facilities comply with Chapter 14.18 of the Mason
County Code.
Fire Hydrant Flow and Pressure Conditions
Chapter 14.18 of the Mason County Code states that hydrants must supply 1,000 gpm for 2
hours at a minimum of 20 pounds per square inch (psi) pressure. These supply conditions
are to be achieved under maximum day demand (MDD) conditions for the system.
The MDD for the UMVPZ in 2029 is anticipated to be approximately 1,400 gpm. The
analysis of the water main proposed by this project assumes that all of the demand will be.
coming from the new elevated tanks, even though the pressure zone will have other supply
sources in the future. Therefore,this analysis assumes a flow of 2,400 gpm through the new
16-inch diameter water main for calculation of dynamic head losses.
The fire hydrant located farthest from the tank is at a ground elevation of approximately 306
feet above mean sea level (AMSL). The elevation of the hydrant nozzle is assumed to be
309 feet AMSL.
Per Chapter 14.18, the minimum pressure is assumed to be the point where the designed
volume of equalizing storage and fire suppression storage has been depleted. For this
analysis, the elevation of water in the tank is assumed to be the bottom of the tank at 410 feet
AMSL.
The static head available to the hydrant is 101 feet or 43.7 psi. The dynamic loss for 2,000
feet of 16-inch diameter main flowing at 2,400 gpm is 5.5 feet or 2.4 psi. Therefore,the
hydrant will deliver 1,000 gpm under MDD hydraulic conditions at a residual pressure of
approximately 41.3 psi. As this hydrant is farthest from the tank and the tank is assumed to
have significant drawdown,this condition represents the most extreme hydraulic condition.
All of the other hydrants proposed by this project are located closer to the tank and will have
lower head and pressure losses. Therefore, the design of the water main and hydrants
complies with the requirements of Chapter 14.18 of the Mason County Code. Calculations
p t
are summarized in Table 1.
13-1505.203 Page 2 of 3 - Upper Mountain View Pressure Zone
May 2014 Fire Flow Standards Compliance City of Shelton
Table 1
Calculations Summary Table
Description Value Unit Value Unit
Low Water Level Elevation of Tanks 410 feet AMSL
Ground Elevation of Fire Hydrant 306 feet AMSL
Elevation of Hydrant Port 309 feet AMSL
Static Head Difference 101 feet 43.7 psi
Minimum Required Fire Flow 1,000 gpm
Length of Pipe from Tank to Hydrant 2,000 feet
Maximum Day Demand 1,400 gpm
Total Flow in Water Main 2,400 gpm
Friction Loss per 100 ft Water Main 0.29 feet/100 feet
Total Friction Loss 5.8 feet 2.5 psi
Pressure at Hydrant 95.2 rfeet 41.2 psi
13-1505.203 Page 3 of 3 Upper Mountain View Pressure Zone
May 2014 Fire Flow Standards Compliance City of Shelton
REVISED NOTICE OF OPTIONAL DETERMINATION OF NON-SIGNIFICANCE
(DNS)PROCESS COMMENT PERIOD
Application Name: City of Shelton Upper Mountain
View Pressure Zone
Application File No • SEPA Number 03-14
Primary Contact(Applicant): City of Shelton Department of Engineering
Michael Michael
City Engineer
525 West Cota Street
Shelton, WA 98584
Annlication/SEPA Checklist Submitted: May 12,2014 REVISED September 25 2014
to include phase 2 work
Project Location• The Phase lA project site is located immediately south of the existing
Mason County Public Works Facility located at 100 Public Works Drive just north of Shelton
City Limits. The site is located north of Sanderson Field Airport,west of Highway 101,North
of Dayton Airport Road. Assessor's Parcel Number 42002-10-00020. See attached site
location map and site plan.
The Phase 113 project site is located immediately north of the intersection of Shelton Springs
Road and Wallace Kneeland Boulevard in and around the existing City wellhouse complex.
The site is located North of Wallace Kneeland Boulevard, East of Shelton Springs Road, and
West of Brockdale Road on the City of Shelton owned "watershed" property. Assessor's
Parcel Number 32007-30-60000.
The Phase 2 proiect site is located on the west side of North 13'' Street, south of Shelton
waters Road,north of K Street, d east of OIVMDic Middle School on City of Shelton owned
"watershed" property lust annorth of existing Wellhouse 1 (located at the intersection of north
13''/Northchff/K Street) Assessor's Parcel Number 32018 25 60010
Project Description: The proposed project is identified in the City of Shelton 2010 Water
System Plan and would aid in offsetting current pressure and storage deficiencies within the
existing system and also provide needed fire flow and water pressure to the Washington State
Patrol Academy. The project would occur in three phases as follows:
Phase I work includes construction of one or two elevated water storage tanks,approximately
2,000 linear feet of 16-inch diameter water main, and a connection to the Mason County
Property to the north. The City intends to construct at least one elevated tank as part of this
project. An additive alternative bid item will be included to construct the second tank if
funding and budget allows. The plan is to construct at least one of the tanks and have it
available (operational)by July 2015 to accommodate the Washington State Patrol Academy(a
water line was run from the City to Washington State Patrol in 2012 but does not have enough
pressure adequately to serve the site. The proposed water tanks will provide needed pressure).
To connect the tanks to the existing water distribution system approximately 2,000 linear feet
of new 16-inch diameter water main would be installed from West Dayton Airport Road North
along West Public Works Drive to the tank site. The elevated tanks are proposed to be multi-
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column elevated steel reservoir tanks with a capacity of 400,000 gallons each(total of 800,000
The tanks would each stand approximately 'gallons). app y 140 tall above existing grade at the site.
Phase 1B improvements include the retrofit of the City,s existing Well Number 3 with a new
pump, reconfiguration
gur of well yard piping, construction of a new pressure-reducing valve
station R and cons
truction of approximately -
�' �, pp y 3,500 linear feet of new 12 inch diameter
water main from the well site to a connection to the existing water system located near the
intersection of Shelton Springs Road and Tarragon Avenue. Well number 3 currently pumps to
the existing Mountain View Pressure Zone. As part of this project, it will be connected directly
to the Upper Mountain View Pressure Zone. The well pump at Well 3 must be replaced to
accommodate new head conditions.
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Phase 2 improvements include wellhead treatments at(existing)well number 1 a one million
-aallon around level water storage tank to the north of well number 1 a new 1 500 gallon per
minute booster pump station adjacent to the new storage tank new water transmission mains to
connect to the existing water system and a pressure reducing valve station to service the
Sp-ningfield loop neighborhood.
No change in pumping capacity is proposed and no new sources of water are being developed
or added as part of this project.
Required Permits: Required permits include a Special Use Permit through Mason County
for construction of the proposed water towers on County property. A conditional use permit
is required for City owned property.
Environmental Review: The City has reviewed the proposed project for probable adverse
environmental impacts and expects to issue a Mitigated Determination of Non-Significance
(MDNS) for this project. The optional MDNS process contained in WAC 197-11-355 is
being used. This may be your only opportunity to comment on the environmental
impacts of the proposed project. Agencies,tribes, and the public are encouraged to review
and comment on the proposed project and its probable environmental impacts.
The City of Shelton has determined that potential impacts that may result from the project are
addressed by the design of the project as well as with the addition of the following mitigation
measures:
1. The construction of the water tanks shall be in accordance with the terms and
conditions of the Federal Aviation Administration Aeronautical Study Number 2014-
ANM-297-OE and include Notice of Actual Construction be filed with the FAA.
2. In the event that ground disturbing or other activities result in inadvertent discovery
of archaeological deposits, work shall be halted in the immediate area and the
contractor will contact the City of Shelton and the State Department of Archaeology
and Historic Preservation for consultation as to how to proceed.
3. All exterior lighting, with the exception of lighting required by the FAA, shall be
fully cutoff style and downcast"dark skies"compatible lighting.
4. The proposal is subject to all conditions applied through any ensuing Mason County
permitting activities.
5. The project will include all recommendations found in the Habitat Management Plan
developed for the project associated with the Mazama Pocket Gopher populations
present on the site.
6. The above ground portions of work that occur within City limits (Phase 2) require
approval of a Conditional Use Permit through the City of Shelton Hearings Examiner.
Environmental Documents Available for Review at the City of Shelton Civic Center at the
address below: SEPA Checklist and project site/construction plan.
Comment Period: Until 5:00 p.m. October 23,2014.
Please mail,hand-deliver, or e-mail specific comments to:
City of Shelton Department of Community and Economic Development
Attention: Jason Dose
525 West Cota Street
Shelton,WA 98584.
Phone: (360)432-5102
E-mail:jasond e,ci.shelton.wa.us
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Mail Processing Center Aeronautical Study No.
Federal Aviation Administration 2014-ANM-297-OE
Southwest Regional Office
Obstruction Evaluation Group
2601 Meacham Boulevard
Fort Worth,TX 76193
Issued Date:03/31/2014
Michael J.Michael,P.E.
City of Shelton
525 West Cota Street
Shelton,WA 98584
**DETERMINATION OF NO HAZARD TO AIR NAVIGATION **
The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C.,
Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77,concerning:
Structure: Water Tank Upper Mountain View Elevated Tank
Location: Shelton,WA
Latitude: 47-15-19.65N NAD 83
Longitude: 123-09-13.47W
Heights: 310 feet site elevation(SE)
175 feet above ground level(AGL)
485 feet above mean sea level(AMSL)
This aeronautical study revealed that the structure would have no substantial adverse effect on the safe
and efficient utilization of the navigable airspace by aircraft or on the operation of air navigation facilities.
Therefore,pursuant to the authority delegated to me, it is hereby determined that the structure.would not be a
hazard to air navigation provided the following condition(s) is(are)met:
As a condition to this Determination,the structure is marked/lighted in accordance with FAA Advisory circular
70/7460-1 K Change 2,Obstruction Marking and Lighting, a med-dual system-Chapters 4,8(M-Dual),&12.
It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration,be a-filed any time the
project is abandoned or:
At least 10 days prior to start of construction(7460-2,Part 1)
X Within 5 days after the construction reaches its greatest height(7460-2,Part 2)
See attachment for additional condition(s)or information.
This determination expires on 10/01/2015 unless:
(a) the construction is started(not necessarily completed)and FAA Form 7460-2,Notice of Actual
Construction or Alteration,is received by this office.
(b) extended,revised,or terminated by the issuing office.
(c) the construction is subject to the licensing authority of the Federal Communications Commission
(FCC)and an application for a construction permit has been filed, as required by the FCC,within
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Page 1 of 6
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6 months of the date of this determination.In such case,the determination expires on the date
prescribed by the FCC for completion of construction,or the date the FCC denies the application.
NOTE:REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST
BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE.AFTER RE-EVALUATION
OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO
SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED,YOUR DETERMINATION MAY BE
ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD.
This determination is subject to review if an interested party files a petition that is received by the FAA on or
before April 30,2014. In the event a petition for review is filed,it must contain a full statement of the basis
upon which it is made and be submitted to the Manager,Airspace Regulations&ATC Procedures Group,
Federal Aviation Administration,800 Independence Ave, SW,Room 423,Washington, DC 20591.
This determination becomes final on May 10,2014 unless a petition is timely filed. In which case,this
determination will not become final pending disposition of the petition.Interested parties will be notified of the
grant of any review.For any questions regarding your petition,please contact Airspace Regulations&ATC
Procedures Group via telephone--202-267-8783 -or facsimile 202-267-9328.
This determination is based,in part,on the foregoing description which includes specific coordinates,heights,
frequency(ies)and power. Any changes in coordinates,heights,and frequencies or use of greater power will
void this determination.Any future construction or alteration,including increase to heights,power,or the
addition of other transmitters,requires separate notice to the FAA.
This determination does include temporary construction equipment such as cranes,derricks,etc.,which may be
used during actual construction of the structure.However,this equipment shall not exceed the overall heights as
indicated above. Equipment which has a height greater than the studied structure requires separate notice to the
FAA.
This determination concerns the effect of this structure on the safe and efficient use of navigable airspace
by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or
regulation of any Federal, State,or local government body.
Any failure or malfunction that lasts more than thirty(30)minutes and affects a top light or flashing obstruction
light,regardless of its position, should be reported immediately to (877)487-6867 so a Notice to Airmen
OT can be issued.As soon as the normal operation is restored notify the same number.
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This aeronautical study considered and analyzed the impact on existing and proposed airival, departure,and
en route procedures for aircraft operating under both visual flight rules and instrument flight rules;the impact
on all existing and planned public-use airports,military ryairports and aeronautical facilities,and the cumulative
impact resulting from the studied structure when combined with the impact of other existing or proposed
P P
structures. The stud disclosed that the described structure would have no substantial adverse effect on air
y o
navigation.
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An account of the study findings,aeronautical objections received by the FAA during the study(if any),and the
basis for the FAA's decision in this matter can be found on the following page(s).
Page 2 of 6
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If we can be of further assistance,please contact Daniel Shoemaker, at(425)227-2791. On any future
correspondence concerning this matter, please refer to Aeronautical Study Number 2014-ANM-297-OE.
Signature Control No: 206714055-212242448 (DNH)
John Page
Manager,Obstruction Evaluation Group
Attachment(s)
Additional Information
Map(s)
Page 3 of 6
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Additional information for ASN 2014-ANM-297-OE
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ASN 2014-ANM-297-OE
Abbreviations
AGL-above ground level MSL-mean sea level RWY-runway
VFR-visual flight rules IFR-instrument flight rules nm-nautical mile
Part 77-Title 14 Code of Federal Regulations(CFR)Part 77, Objects Affecting Navigable Airspace
1.LOCATION OF PROPOSED CONSTRUCTION
This proposal is for a 485-foot MSL(175-foot AGL)elevated water tank, which would be located
approximately 8033 feet(1.32 nm)northwest of the RWY 23 threshold at Sanderson Field(SI N)in Shelton,
WA. The water tank would be located approximately 1340 feet northwest of the comer of West Dayton
Airport Road and West Public Works Drive in Shelton. The SHN airport elevation is 273 feet MSL.
2. OBSTRUCTION STANDARDS EXCEEDED: The structure is identified as an obstruction under the
following Part 77 standard:
Section 77.19(a): The surface of a takeoff and landing area of an airport or any imaginary surface established
under 77.17,77.19, or 77.23. This structure would exceed the horizontal surface at SHN by 62 feet.
3. EFFECT ON AERONAUTICAL OPERATIONS
a. The impact on arrival,departure, and en route procedures for aircraft operating under VFR: This stricture
would exceed the SHN horizontal surface by 62 feet.
b. The impact on arrival, departure, and en route procedures for aircraft operating under IFR: None.
c.The impact on all planned public-use airports and aeronautical facilities: None.
d.The cumulative impact resulting from the proposed construction or alteration of a structure when combined
with the impact of other existing or proposed structures: None.
4. CIRCULATION AND COMMENTS RECEIVED
The proposal was circulated for public comment on 19 February 2014. The public comment period ended on 28
March 2014,and no responses were received as of that date.
5.DETERMINATION-NO HAZARD TO AIR NAVIGATION
It is determined that the proposed construction would not have a substantial adverse effect on the safe and
efficient use of navigable airspace by aircraft.
6.BASIS FOR DECISION
Part 77 establishes standards for determining obstructions to air navigation. A structure that exceeds one or
more of these standards is presumed to be a hazard to air navigation unless the obstruction evaluation study
determines otherwise. Just because a proposed structure exceeds a Part 77 surface does not automatically
make it a hazard. In this case,the elevated water tank would exceed the SHN Part 77 horizontal surface by 62
feet. However,there are no effects on instrument procedures at SHN,nor were any VFR issues raised. The
incorporation of obstruction lighting will mitigate the Part 77 horizontal surface penetration.
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� Purr hiEdriam'�lo[.
SEPTEMBER 2014
6/26/2014
w Conditions Associated With 9:12:28AM
Case#: GRD2014-00007
i
i�
Permit Condition Status Updated
item# Code Title Status Changed By Tag Date By
1) 1 STORMWATER PLAN NOT MET 6/9/2014 GBM 6/9/2014 GBM
All work is to be completed as proposed within the submitted Stormwater Pollution Prevention Plan,prepared
by Murray,Smith&Associates,Inc.,dated 4/30/14.X
2) 1 HMP NOT MET 6/9/2414 GBM 6/9/2014 GBM
All work to be completed as proposed within the submitted Habitat Management Plan that was prepared by
Environmental Science Associates,dated April 2014.
X
3) 150 SITE PLAN NOT MET 6/9/2014 GBM 6/9/2014 GBM
Approved per submitted site plan. X
4) 1 AIRPORT OVERLAY ZONE NOT MET 6/9/2014 GBM 6/9/2014 GBM
Development has been conditionally approved by FAA under Determination of No Hazard to Air Navigation,
issued 3/31/14.All conditions of this approval must be met by applicant.
X
5) 2000 FIRE MARSHAL COMMENTS NOT MET 6/23/2014 LAW
Maximum distance between fire hydrants is 600 feet on center.
X
Protective bollards are required to meet the 2012 International Fire code section 312.Vehicle Impact
Protection:
1.Constrcuted of steel not less than 4 inches in diameter and concrete filled.
2. Spaced not more than 4 feet between posts on center.
3. Set not less than 3 feet deep in a concrete footing of not less than 15 inches in diameter.
4, Set with the top of the posts not less than 3 feet above ground.
5.Located not less than 3 feet from the protected object.
X
6) 10 Access Roads NOT MET 6/23/2014 DLC
Access Roads to the site must not be degraded as a result of work.X
7) 153 CHAPTER 14.44 NOT MET 6/23/2014 DLC
ALL CLEARING,CUTTING,GRADING,EXCAVATING,TERRACING,FILLING AND SIMILIAR WORK
WILL BE REGULATED BY THE REQUIREMENTS PURSUANT TO THE MASON COUNTY GRADING
PERMIT STANDARDS ADOPTED BY RESOLUTION 141-96 and MASON COUNTY CODE,TITLE 14,
CHAPTER 14.44.
X
8) 154 SURFACE WATER CONTROL NOT MET 6/23/2014 DLC
ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL
NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW
ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR
ROAD WAYx
9) 1750 Spec.Insp.Req.Stormwater Eng. NOT MET 6/23/2014 DLC
Compliance with an approved Storm Water Plan shall be subject to an on site inspection,or inspections, by the
engineer of record or an authorized representative. Said inspection(s)shall be performed in accordance with
the approved plan,and prior to any modification that would make a determination of compliance impossible.
Inspection reports shall be submitted to verify all engineering requirements have been completed in accordance
with the approved storm water plan.Reports shall be submitted to the Mason County Department of
Community Development prior to each corresponding inspection and final permit approval. Copies of all
Page 1 of 3 CaseConditions.V
6/26/2014
Conditions Associated With 9:12:28AM
Case#: GRD2014-00007
pr if
Permit Condition Status Updated
item# Code Title Status Changed By Tag Date By
special inspection reports shall be made available at time of inspection.
X
10) 5650 SPECIAL INSP.BY GEO.OR ENG. NOT MET 6/23/2014 DLC
An inspection performed by a representative of the geologist,their authorized representative,or engineer of
record,shall be completed on-site prior to verify that earthwork and site conditions are consistant comply with
the Geotechnical report findings and recommendations.
In addition a final inspection report,prepared by a representative of the geologist,their authorized
representative,or engineer of record shall be required to verify that erosion control, drainage and final work is
completed in accordance to the Geotechnical report recommendations.
Reports shall be submitted to the Mason County Building Dept.,426 West Cedar Street, Shelton,WA 98584,
prior to the footing and final inspections and available for inspection.
X
11) 1 SCOPE OF PROJECT NOT MET 6/23/2014 DLC
This permit is approved to prepare site for 2-elevated water storage tanks which will be used for fire
suppression storage owned and operated by the City of Shelton. Construction activities witll include site
preparation,installation of temporary erosion control and permanent control of sediment and stormwater.
All work shall be performed and completed in accordance with the approved construction plans and associated
reports with periodic reports submitted to the Mason County Building Department. Changes shall be approved
by design professionals and identified in periodic inspection reports.
MAIL PERIODIC REPORTS TO:
MASON COUNTY DEPART.OF COMMUNITY DEVELOPMENT
ATTN:CASE NUMBER GRD 2014-00007
426 WEST CEDAR STREET
SHELTON,WA 98584
X
12) 1 INSPECTION REPORTS-ENGINEERED G1 NOT MET 6/23/2014 DLC
SITE INSPECTION BY ENGINEER OF RECORD:
The owner/applicant shall provide to Mason County inspection reports prepared by the engineer record,
complying with the requirements as noted in Chapter 14.44,section 14.44.220 through 14.44.230.
Professional inspection of grading operations shall be provided by the civil engineer,soils engineer,
engineering geologist and/or testing laboratory required in accordance with 14.44.230. Inspection reports shall
address rough and final grading work and include as-built conditions as specified in Section 14.44.230(al),
(a2),(0)•
The permittee shall notify the Mason County Department of Community Development when the grading
operation is ready for final inspection,after all drainage facilities are installed,erosion control measures are
completed and all inspection required reports,prepared by the licensed design professional(s),have been
submitted to Mason County Dept.of Community Development.
X
13) 1 CHANGES TO APPROVED PLANS NOT MET 6/23/2014 DLC
All changes to"approved"building plans that effect compliance with the international codes as amended and
adopted,or any other Mason County ordinance or regulation,must be reviewed and approved by Mason
Page 2 of 3 CaseConditions..rpt
6/26/2014
e Conditions Associated With 9:12:28AM
Case#: GRD2014-00007
Permit Condition Status Updated
item# Code Title Status Changed By Tag Date By
County prior to construction.
X
14) 1 OUTDOOR BURNING NOT MET 6/23/2014 DLC
A permit is required for land clearing and burning IN ACCORDANCE WITH Mason County Code Chapter
9.48. Bum permit applications are available through the Mason County Department of Community
Development located at 426 West Cedar Street.
X
15) 1 FINAL INSPECTION REQUIRED NOT MET 6/23/2014 DLC
FINAL INSPECTION REQUIRED
All building permits shall have a final inspection performed and approved by the Mason County Building
Department prior to permit expiration.The failure to request a final inspection or to obtain approval will be
documented in the legal property records on file with Mason County as being non-compliant with Mason
County ordinances and building regulations.
X
Page 3 of 3 CaseConditions..rpt