HomeMy WebLinkAboutGRD2007-00013 Cut, Fill, Grade 2.74 acres - GRD Permit / Conditions - 6/3/2009 Inspection Line(360k427-7262
t MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352
Mason County Bldg. 3 426 W. Cedar P.O. Box 186
1rf;0 Shelton, WA 98584 '
LAND MODIFICATION BUILDING PERMIT GRD2007-00013
OWNER: WILLIAM A ISLEY RECEIVED: 5/25/2007
CONTRACTOR: MARTIN REYNOLDS LLC 360-277-9095 LICENSE: MARTIRL936C3 EXP: 2/23/2011 ISSUED: 6/3/2009 1
ENGINEER: LICENSE: EXP:
EXPIRES:
SITE ADDRESS:
PARCEL NUMBER: 122205068001
LEGAL DESCRIPTION: ALLYN BILK: 68 LOT: 1 &VAC WHEELWRIGHT
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
2.74 acres. 5,178 cy of cut and 6,296 cy of fill. 1,118 cy of fill will need to corner of Wheelright and Lakeland in Allyn
come from off site.
Inspection Area: Fill?: Yes
Comp. Plan Desig.: Urban Growth Grading?: Yes
IRO Desig.: Cutting?: Yes
Shoreline Desig.: Not Applicable Area Graded: 3.00 Acres
SEPA?: Yes Cubic Yards: 6,296.00
FEES
Type By Date Amount Receipt
Planning Review Fee KKK 5/25/2007 $170.00 S22007000
Public Works Review JES 1/10/2008 $292A0 S22009000
Public Works Review JES 5/1/2008 $73.10 S22009000
Public Works Review JES 5/7/2008 $36.55 S22009000
Public Works Review JES 5/28/2008 $109.65 S22009000
Grading Permit Fee ARC 6/2/2008 $281.50 S22009000
Grading Plan Check Fee ARC 6/2/2008 S49.25 S22009000
Total $1,012.45
GRD2007-00013 Please refer to the following page(s)for conditions of this permit. 1 of 5
CONDITIONS FOR
` GRD2007-00013
1) The following transportation improvements to the State Route 3/1-akeland Drive intersection shall be completed before constructing buildings on the site:
(1) On Lakeland Drive: A right turn lane and through movement pocket and a dedicated northbound left turn lane.
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2) Development is subject to the conditions and recommendations found in the Traffic Impact Analysis prepared by Heath &Associates, dated August
2007. However, WA DOT's conditions (SR3 Lakeland Intersection) prevail.
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3) Development is subject to the details found in the Storm and Grade plan, dated 3-14-08, prepared by Mr. Michael Wnek.
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4) As discussed, the site plan does not show the required 5 foot(minimum) landscaped buffers between parking areas and sidewalks and buildings (Allyn
Zoning Co` 17.14.140.c). Development must include these landscaped buffers. It must be shown on the site plan submitted for a building permit.
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5) Erosion control measures must be in place prior to (and during) any clearing, grading, or construction. Removal of vegetation should be minimized and
any areas disturbed should be restored to prevent erosion and other environmental impacts.
Soil in stockpiles shall be stabilized or protected with sediment trapping measures to prevent soil loss. All exposed areas of final grade or areas that are
not scheduled for work shall not remain exposed for more than two days between October and May and more than 7 days between May and October.
Soil may not be allowed to become airborne and impact neighboring properties. Spraying with water is required during dry weather to prevent visible
wind erosion.
Cut and fill slopes shall be designed to minimize erosion. Methods include slope roughening, terraces, and pipe slope drains.
All temporary erosion control systems shall be designed to contain the runoff from the developed two year, 24 hour design storm without eroding.
Provisions shall be made to minimize the tracking of sediment by construction vehicles onto paved, public roads.
Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project.
To prevent noise impacts, the operation of heavy equipment shall be limited to the hours of 8 AM to 6 PM.
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6) Temporary Erosion control measures must be implemented to prevent water quality degradation of adjacent waters or wetlands.
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7) -� er site pled topogra i � " Q, NU4
e
GRD2007-00013 Please refer to the following page(s)for conditions of this permit. 2 of 5
•' 7) Approved per site plan and topographic cross-section. X y�
8) All fills shall be compacted to a minimum of 90 percent of maximum density.X '
9) 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.
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10) 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 /^___
11) 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.
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12) Cut and fill slopes shall be setback from site boundaries in accordance with Section 14.44.190.
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13) 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.
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14) 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 w--
15) Operation and maintenance stormwater covenant must be recoeded with mason county.
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16) Integrity of wheelwright and its utilities will be maintained through the contruction process.
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17) Minumum four-foot walking surface be provided on the east side of wheelwright rd.
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18) 30 foot right-of-way agreement would be legally set up for the 30 foot section of vacated property fronting the west side of the property along
wheelwright. The property would be turned over to the county in the future with no cost to Mason County. The applicant will draft the legal papers record
them with the County prior to the clsoing/final of the grading permit . Roads need to be constructed to meet the standards of the Allyn UGA and the LAG
Manual
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GRD2007-00013 Please refer to the following page(s)for conditions of this permit. 3 of 5
19) This permit is approved for grading only, all buildings and retaining walls are required to be permitted.
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20) Property Lines will be established before grading commences.
An Operation and Maintenance Stormwater Covenant will be executed and recorded with Mason County
Integrity of Wheelwright and its Utilities will be maintained through the construction process. Discussions with Marty Reynolds indicate he will gradually
slope the ground away from Wheelwright in areas where the building structural retaining wall is not initially installed.
Minimum four-foot walking surface be provided on the east side of Wheelwright Rd.
Retaining walls over 4 feet shall be approved by building department
30 foot Right- of-Way agreement would be legally set up for the 30 foot section of vacated property fronting the west side of the property along
Wheelwright. The property would be turned over to the County at some time in the future at no cost to Mason County. The applicant will draft the legal
papers.
Compaction tests will be provided to building department.
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This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is
commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied.
OWNER OR AGENT: _�`^� " .Z_ DATE:6 — —O 9
GRD2007-00013 Please referto the following page(s)for conditions of this permit. 4 of 5
6/3/2009
Conditions Associated With 3:33:52PM
Case #: SEP2007-00077
P14
Permit Condition Status p t
item# Code Title Status Changed By Tag Date By
1) 1 STORMWATER SITE PLAN NOT MET 4/16/2008 RDH
Development is subject to the details found in the Storm and Grade plan,dated 3-14-08, prepared by Mr.
Michael Wnek.
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2) 1 CONSTRUCTION IMPACTS NOT MET 4/16/2008 RDH
Erosion control measures(as outlined in Temporary Sediment and Erosion Control Plan,dated 3-14-08,
authored by Mr. Michael Wnek)must be in place prior to any clearing,grading,or construction. Removal of
vegetation should be minimized and any areas disturbed should be restored to prevent erosion and other
environmental impacts.
Soil may not be allowed to become airborne and impact neighboring properties. Spraying with water is
required during dry weather to prevent visible wind erosion.
Provisions shall be made to minimize the tracking of sediment by construction vehicles onto paved,public
roads.
Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project.
To prevent noise impacts,the operation of heavy equipment shall be limited to the hours of 8 AM to 7 PM.
X
3) 1 TRAFFIC IMPACT ANALYSIS NOT MET 5/l/2008 RDH
_ Development is subject to the conditions and recommendations found in the Traffic Impact Analysis prepared
by Heath&Associates,dated August 2007. However, WA DOT's conditions(SR3 Lakeland Intersection)
prevail.
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4) 1 SR3/LAKELAND INTERSECTION NOT MET 6/3/2009 DLC
The following transportation improvements to the State Route 3/Lakeland Drive intersection shall be completed
before constructing buildings on the site:
(1)On Lakeland Drive: A right turn lane and through movement pocket and a dedicated northbound left turn
lane.
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5) 1 LANDSCAPING NOT MET 5/l/2008 RDH
As discussed,the site plan does not show the required 5 foot(minimum)landscaped buffers between parking
areas and sidewalks and buildings(Allyn Zoning Code 17.14.140.c). Development must include these
landscaped buffers. It must be shown on the site plan submitted for a building permit.
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Page I of I CaseConditions..rpt
o CONCRETE MECHANICAL MANUFACTURED HOME Cl)
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Date By
o Footings J Setbacks Ribbons
Gas piping
o intenor Date By Interior-Date By Date By
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o Extwxx Date By Exterior-Date By Sat-up r
w Point Load J isolated Footings INSULATION Date BY 3
Date By Data SLAB INSULATION By FIRE DEPARTMENT
Foundation Wails Floors Date BY
Date By Data By DECKS
FRAMING Wails Date By
Date By Data By PROPANE TANKS
PLUMBING vault Date By
Date By OTHER
Groundwork Attic
Type:
Date By Date By Date By
D.W.v DRYWALL Type. 0
v Int.Brace Wall Date BY ;0
Date By
Date By FINAL INSPECTION
Water Line Fire Separation C
m Date By Date By Date BY V
O
Pass or Request Inspect. c
Type of Insp. Fail Date Date Done By Comments _ w
0
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N
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n
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7
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3
On
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cn
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FORM MUST BE COMPLETED IN INK P_ER NO.: GRD
PLEASE PRESS HARD MASON COUNTY_
LAND MODIFICATION PERMIT APPLICATION +vyf -ili,'� L \
426 W.Cedar/P.O.Box 186,Shelton,WA 98584
Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner ISLE`/, WILWAM A 0, MEl-oDY J Contractor Name h1WT*Y 2'QYNOLOS
Mailing Address. Li 1? M&DkOIYA WAY NE Mailing Address po BOX 3K
CityfsMNBRtDt:E Is1 ANt>State yrA- Zip Code 11 Y110- 18?3 City A t-LYN State W,* Zip Code 18S24
Phone( 2-C(P ) B+JZ"L6lIOther Ph.( Ph.( 3(VD ;qO- C)229Other Ph.0
Lien/Title Holder Contractor Reg. #
Address Expiration
ENGINEER INFORMATION
Name M1C14h5L F. WNJ'K Phone 3( tob ) Loot I- 380Z
Address 3388 BYkew b'T SVtTF_ goo 51LVIgz�State WIA Zip Code 48'31r3
PARCEL INFORMATION-12 digit Tax Parcel No. SEE District
Legal Description SFE A-77 AtCHED
Site Address(include street name and city SEE fg77-#4 CN>'"/D
Directions to site: 67EE P T'MC/f&D
Will timber be cut and sold in parcel preparation? (Yes/No)N_
Is your property within 200' of the following: Body of Water (Name) Saltwater
Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or
Bluffs Soft compressible soils
TYPE OF JOB - Excavation aC Filling X Grading Total size of area 2.79 A C9E. '
Size of area to be cleared on slopes over 10% NOME Estimated amount of cubic yards o
Describe Work SEE AT7-F}C1qFD
LAND MODIFICATION INFORMATION YES NO
Will fill be brought on site? If yes, source'TO 8E DETERMINED 11 ❑
Will excavated materials be taken off site? If yes, destination ❑ 19
Does fill contain potential hazardous materials? ❑ 0
Has a soils report been completed on site? If yes, include copy. ❑
Will proposal result in redirection of any surface water runoff onto adjacent properties? ❑
Will proposed work alter where storm water or ground water enters or exits the site? ❑
Will quality, quantity or velocity of storm/ground water be altered? ® ❑
Will runoff be collected/controlled by interceptors, curtain drains or other collection devices? ® ❑
Will the land be replanted upon completion? ❑
Will the proposal result in slopes steeper than those currently on site? ❑
Is the site within 200' of a designated shoreline? ❑ P9
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment of such is by signature below:
II OWNER AFFIDAVIT-1 certify that I am exempt from the requirements of CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a
the Contractor Registration Law RCW 18.27 and am aware of the contractor in the State of Washington and that I am aware of the
ordinance requirements for which this permit is issued and that all work ordinance requirements regulating the work for which this permit is issued
will be done in conformance therewith. No changes shall be made without and all work shall be done in conformance therewith. No changes shall
first obtaining approval. �i be made without first obtaining approval.
?( Date -5 �� V X Date y
FOR OFFICIAL�E BEYOND THIS POINT
Accenforj by r Y — D a t C61 Submittal Amount Due Receipt No.
DEPARTMENTAL REVIEW APPROV D DENIED CONDITION CODES
Building Department
Planning Department
Public Works Department
Fire Marshal
FEES
Grading Permit Fee Z r. Site Inspection
Plan Review Fee -/ - 2� Other
Public Works Fee Pre-Paid at Submittal ( )
Violation Fee TOTAL FEES
I
FORM MUST BE COMPLETED IN INK PERMIT NO.: GRID
PLEASE PRESS HARD MASON COUNTY le
LAND MODIFICATION PERMIT APPLICATION
(' �� �
426 W.Cedar/P.O.Box 186,Shelton,WA 98684 �64i
Shelton 360 427-9670 Belfair 360 275.4467 Elma 360 482.5269 Seattle 206 464-6968
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner ISL51, WIL1,1AM A 0 MEL-ODY J Contractor Name Milli 2QYNOLDS
Mailing Address Lf 1'7 M&OR01YA WAY NE Mailing Address F0 SOX 3Y
CityomNBWDGE IstATrt>State Zip Code 11 T11c,- 18?3 City A"YN State VVA Zip Code c19S7,114
Phone( 2XIEo) 244 7--ZO I I Other Ph.( Ph.( 3I0V ) 3N0"fo029Other Ph.(�
Lien/Title Holder Contractor Reg. #
Address Expiration
ENGINEER INFORMATION
Name MIC14h5L F. 1YNI'Y, Phone 3( 00 ) !912 - 3807-
Address 338$ BYt oN b-T SVrF_ 20U 51LV8�D141 Estate 1�tJ4 Zip Code 4S'3S3
PARCEL INFORMATION-12 digit Tax Parcel No. 56E A-TI4CH/1:D / Z27 Wsnp&wire District
Legal Description SEE A77RCHED
Site Address(include street name and city 5EE !?TTACK>EA
Directions to site: SEE !9_77'11+C1fED
Will timber be cut and sold in parcel preparation? (Yes/No) NO
Is your property within 200' of the following: Body of Water (Name) Saltwater
Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or
Bluffs Soft compressible soils
TYPE OF JOB Excavation aC Filling X Grading� Total size of area 7_79 F} C'9ES' l
Size of area to be cleared on slopes over 10% NOME Estimated amount of cubic yards D
Describe Work SEE 11•TTA W FD
LAND MODIFICATION INFORMATION YES NO
Will fill be brought on site? If yes, source-TO BE DETERMINED 16 ❑
Will excavated materials be taken off site? If yes, destination ❑ IN
Does fill contain potential hazardous materials? ❑ El
Has a soils report been completed on site? If yes, include copy. ❑
Will proposal result in redirection of any surface water runoff onto adjacent properties? ❑ 151
Will proposed work alter where storm water or ground water enters or exits the site? ❑ tr
Will quality, quantity or velocity of storm/ground water be altered? U9 ❑
Will runoff be collected/controlled by interceptors, curtain drains or other collection devices? ® ❑
Will the land be replanted upon completion? 19 ❑
Will the proposal result in slopes steeper than those currently on site? ;9 ❑
Is the site within 200' of a designated shoreline? ❑ 0
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-I certify that I am exempt from the requirements of CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a
the Contractor Registration Law RCW 18.27 and am aware of the contractor in the State of Washington and that I am aware of the
ordinance requirements for which this permit is issued and that all work ordinance requirements regulating the work for which this permit is issued
will be done in conformance therewith. No changes shall be made without and all work shall be done in conformance therewith. No changes shall
first obtaining approval. �i be made without first obtaining approval.
�( Date V X Date y
FOR OFFICIAL E BEYOND THIS POINT
Accepted by Dat Submittal Amount Due Receipt No.
DEPARTMENTAL REVIEW APPROVED DENIED CONDITION CODES
Building Department
PIn .-.r..._- i
Public Works Department
Fire Marshal
FEES
Grading Permit Fee Site Inspection
Plan Review Fee Other !7�
Public Works Fee Pre-Paid at Submittal IJ ( )
Violation Fee TOTAL FEES