HomeMy WebLinkAboutGRD2016-00011 Utilities and Drainage Included - GRD Permit / Conditions - 12/8/2016 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427 9670,ext 352
Mason County
615 W
Alder St
_ Shelton, WA 98584
'' LAND MODIFICATION BUILDING PERMIT
GRD2016-00011
OWNER: TRACTOR SUPPLY COMPANY RECEIVED: 9/7/2016
CONTRACTOR: LICENSE: EXP: ISSUED: 12/8/2016
ENGINEER: LICENSE: EXP: EXPIRES:
SITE ADDRESS: 12001 N US HIGHWAY 101 SHELTON
PARCEL NUMBER: 420024400010
LEGAL DESCRIPTION: TR 1 IN SECS 2, 11 & 12 PCL 1 OF BLA#94-77 AF#
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
FOLLOW US HIGHWAY 101 NORTH,
GRADING PERMIT TO CLEAR 4.5 ACRES FOR FUTURE 1 AND SHELTON SPRINGS RD,
T THE
CONSTRUCTION OF TRACTOR SUPPLY CO.THIS WILL INCLUDE INTERSECTION N THE LEFT OF OF US THE HIGHWAY
HE
UTILITIES AND DRAINAGE
Inspection Area: Fill?: Unknown
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Comp. Plan Desig.: Urban Growth Grading?: Yes
IRO Desig.: Cutting?: Unknown
Shoreline Desig.: Not Applicable Area Graded: 4.00 Acres
SEPA?: Yes Cubic Yards: 2,358.00
FEES
Type By Date Amount Receipt
Grading Plan Check Fee GMM 9/7/2016 $76.47 S1 2 01 6 0001
Planning Stormwater Rev GMM 9/7/2016 $255.00 S22016000i
Planning Review Fee GMM 9/7/2016 $205.00 5220160001
Grading Permit Fee T V 111312016 $346.77 S320160001
Total $883.24
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GRD2016-00011
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CONDITIONS FOR
GRD2016-00011
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1) Erosion and sediment control to follow recommendations given within the submitted Geotechnical Engineering Report. All upland areas disturbed or
newly created by construction activities shall be seeded, vegetated or given some other equivalent type of protection against erosion.
X PAD
2) All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and
construction must be obtained prior to same development and construction. X PAD
3) A Commercial Access Permit must be granted by the State Dept of Transportation. X PAD
4) The property is classified as a Class II Highly Susceptoble Aquifer Recharge Area. All development of the parcel including stormwater and parking must i
be consistent with the Aquifer Recharge Area Chapter of the Mason County Resource Ordinance. The Title Notification is to be recorded with the I
Title/Deed of the property prior to final inspection of the structures.A copy of the recorded document is to be delivered to the Mason County Planning
Department.X PAD
5) The property is zoned as General Commercial within the Shelton Urban Growth Area. The Parking (17.08)and Landscaping (17.07.800) must be
consistent with this zoning. The height cannot exceed 45'above grade. X PAD
6) The property is located within a Zone 6, Traffic Pattern Zone, of the Airport Overlay Zone Ordinance_All development must meet this ordinance.
X PAD
7) Any new signs must meet the sign ordinance requirements and may require a separate building permit. The existing billboard can remain.
8) Utility Application(s)are required to be applied fo through the City of Shelton Public Works and Engineering Department for the proposed use of
ecessitate the provision of Engineered drawings,drawn and signed by a licensed
Municipal Water, Sewer and Reclaimed Water.The application(s) n i
Civil Engineer licensed to practice in the State of Washington, for the review and approval of the City Engineer.X PAD
Stamped Approved Plan Pages must be submitted to Mason County before work is commenced.
X PAD
Urban Growth Area require that the applicant fill out and submit User Agreements for all utilities
9) The requested Utility Connections within the Shelton
(Water, Sewer, and Reclaimed Water).X PAD
10) The City of Shelton Community and Economic Development Department recommends that all exterior lighting related to the proposal be fully cutoff,
downcast and shielded ("Dark Skies"Compliant)to prevent glare for passing motorists and to be more user friendly for aviation users at Sanderson
Field. Glare from industrial and commercial sites can hinder efforts of pilots who are on approach to airports especially in inclement weather.
X PAD
11) All grading and stormwater is to be completed consistent with the reommendations made within the Geotechnical Engineering Reort that was prepared
by The Riley Group, dated 8/10/2016. X PAD
GRD2016-00011 Please refer to the following page(s)for conditions of this permit. Page 2 of 6
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12) The Stormwater Detention Ponds and Infiltration should be constructed as recommended by the Engineer within the Geotechnical Engineering Report
nal Stormwater Plan and Drainage Plan to be submitted with the Building permit must meet the
prepared by The Riley Group, dated 8110/2016. The fi
Washington State Dept of Ecology Standards, X PAD
13) Access Roads to the site must not be degraded as a result of work. X PAD
14) A Road Approach Permit or Approval must be granted by the Washington StateDepartment of Transportation. For more information a state
Transportation Planning Engineer, at(360)357-2620, ext. 630. X
etuity to ensure that drainage will not overflow. X PAD
15} All culverts shall be maintained in perp
16) Approved per site plan and topographic cross-section. X PAD
D SIMILIAR WORK WILL BE REGULATED Y THE
17) ALL CLEARING,CUTTING, GRADING, EXCTING,TERRACING, FILLING AN
COUNTY GRADING PERMIT STAN ARDS ADO TED BY RESO UTION 141-96 and MASON
REQUIREMENTS PURSUANT TO THE MASON
COUNTY CODE,TITLE 14, CHAPTER 14.44.
X PAD
18) 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.
X PAD
19) Cut and fill slopes shall be setback from site boundaries in accordance with Section 14.44.190.
X PAD
20) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
X PAD
21) Compliance with an approved Storm Water Plan shall be subject to an on site inspection, or inspections including Final Inspection, 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,
gineering requirements have been completed in accordance with the approved storm water plan.
Inspection reports shall be submitted to verify all en
mmunity Development prior to each corresponding inspection and final permit
Reports shall be submitted to the Mason County Department of Co
approval. Copies of all special inspection reports shall be made available at time of inspection.
X PAD
22) Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X PAD
GRD2016-00011
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r ! If an inspection is called for and plans are not available on site, then approval will
23) All approved plans are required to be on site for inspection purposes.
not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building
Department prior to any further inspections being performed or approvals granted.
X PAD
24) 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 County prior to construction.
X PAD
25) Unless otherwise indicated on the approved grading plan, drainage facilities and terracing shall conform to the provisions of this section for cut or fill
slopes steeper than three horizontal to one vertical.
Terrace: Terraces at least six feet in width shall be established at not more than thirty-foot vertical intervals on all cut or fill slopes to control surface
drainage and debris; except when only one terrace is required, it shall be at midheight. For cut or fill slopes greater than sixty feet and up to one hundred
ately midheight shall be twelve feet in width. Terrace widths and spacing for cut and fill slopes
twenty feet in vertical height, one terrace at approxim
greater than one hundred twenty feet in height shall be designed by the civil engineer and approved by the official. Suitable access shall be provided to
permit proper cleaning and maintenance.
Swales or ditches on terraces shall have a(minimum) gradient of five percent and must be paved with reinforced concrete not less than three inches in
depth at the deepest point of one foot and a minimum surface width of
thickness or with an approved equal surface material.They shall have a minimum
five feet.
A single run of swale or ditch shall not collect runoff from a tributary area exceeding thirteen thousand five hundred square feet(projected)without
may be required to determine pipe or swale size, as determined by the official.
discharging into a down drain.An analysis by a licensed engineer
vided with subsurface drainage as necessary for stability.
Subsurface Drainage: Cut and fill slopes shall be pro
In compliance with the Mason County practices regarding stormwater management, all drainage facilities shall be designed to carry waters to the
nearest practicable drainage way approved by the official or other appropriate jurisdiction as a safe place to deposit such waters. Erosion of ground in
the area of discharge shall be prevented by installation of non-erosive downdrains or other devices. i
X PAD
26) 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 PAD
27) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for
action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
holder have prevented action from being taken. No more than one extension may be granted.
X PAD
28) All property lines shall be clearly identified at the time of inspection. X
PAD
GRD2016-00011
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ht of cut with a
of
and a
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o a site
ary line
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j 29) The top of cut slopes shall not be made Head t the increasedao any requriredinterceptor I dra n'saThetop of the cut slope shall befin shedtas a rounded
maximum of ten feet. The setback may nee
or bald head slope.
X PAD
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ive
30) Preparation of Ground. Fill slopes shall not be constructed on amat slopes als; by scarifying to provide a bond wath the newefpl eandewhere seopeslabe
removing vegetation, noncomplying fill, topsoil and other unsuitable
et, by benching into sound bedrock or other competent material as determined by the soils
steeper than 5:1 and the height is greater than five fe area beyond the toe of
engineer. The bench under the toe of a fill on a slope steeper than 5:1 d oversh all cut,be at least wide.e bench under he t e t
of fill hall be at least ten feet wide, but the cut
sheet overflow or provided with a sub-drain.When fill is to be place
shall be made before placing the fill and accepted by the soils engineer or engineering geologist, or both, as a suitable foundation for fill.
n fills. No rock or similar irreducible material with a maximum dimension greater than twelve inches
Fill Material. Organic material shall not be permitted i
shall be buried or placed in fills.
Compaction. All fills shall be compacted minimum of ninety percent of maximum density at optimum moisture content determined in accordance with
ASTM D 1557,
teeper than is safe for the intended use. Fill slopes shall be no steeper than two horizontal to one vertical.
The slope of fill surfaces shall be no s
X PAD
31) Hydrants to be evaluated by Mason County Fire Marshal.
X PAD
tion or
k is suspended for a period of 180 days at any time
s not comme
This permit becomes null and void if work or construction
cf work is anzeo progress i spection within thed within )80 day period.80 days,or if Final inspect inspection be approved before building an be occupied.
after work is commenced. Evide of continuo P g l
DATE: 1/6/2017
OWNER OR AGENT:
Pedro DeGuzman, PE
Agent (Civil Engineer)
Terraforma Design Group, Inc.
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GRD2016-00011 Please refer to the following page(s)for conditions of this permit. Page 5 of 6
o CONCRETE MECHANICAL MANUFACTURED HOME
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rnfootings I Setbacks Gas Piping !3y Ribbons n
o Interior Date By Interior-Date By �7��te By O
o Extersor Date By Exterior-Date liy Set-up
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Date By Data By FIRE DEPARTMENT r
Foundation Wails Floors Date By
Date By Data By DECKS n
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FRAMING Walls Date By
Date By Data By PROPANE TANKS y
PLUMBING vault Date By z
Date By - OTHER
Groundwork Attic
Date By Cate By Type,
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