HomeMy WebLinkAboutBLD2011-00025 S UILDING PERMIT APPLICA4N MRReeviewT 8
Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD11-00025 Received Date: 2/2/2011
SITE ADDRESS: 8123 FLAGLER RD
NORDLAND, 98358
OWNER: GEORGE FISHER PHONE: 917-744-7000
ANN FISHER
2402 E ESPLANADE LN#1102
PHOENIX AZ 850169104 GLENNAN SUBURBAN ACRE
SUBDIVISION: Block: 4 Lot: 13
PARCEL NUMBER: 953700432 Section: 29 Township: 30 N Range: 01 E
CONTRACTOR: LD RICHERT CONSTRUCTION PHONE: (360)379-5222
PO BOX 127
PORT TOWNSEND WA 98368
Contractor's License LDRICC*066LO Expires 5/29/2011
REPRESENTATIVE: LD RICHERT PHONE: 360-301-0543
PO BOX 127
PORT TOWNSEND WA 98368
PROJECT DESCRIPTIOr NSFR TO REPLACE EXISTING RESIDENCE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 3,961
VALUATION 895,000.00 ADD'L: 456 HEAT TYPE: HTP
CODE EDITION: 2009 HEAT BASE: HEAT TYPE: RAD
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N SHORELINE:
GARAGE: 718
CONST TYPE: SETBACK:
DECK: 1,600
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: 05783
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 3 Prop: 5
Total: 3 Total:
Routing Date:
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $5,109.75 LYK 02/02/11 120424
Plan Check $3,321.34 LYK 02/02/11 120424 APPROVED State Building Code $4.50 LYK 02/02/11 120424
Total: $8,435.59 MAY 4 '+
Jeff
viti'Afillicterel4rtment
aN •
�' c0 JEFFERSON COUNTY
„Irk
TM COE� 624 ShDEPAReridaENT n Street OF • PorMMUNITY t Townsend DEV•LOPMENT ton Washing 98368
360/379-4450• 360/379-4451 Fax
,, ,Olt.,* www.co.jefferson.wa.us/commdeveloprnent
Master Permit Application MLA I (" g
Project Description(include separate sheets amecessary):
eX 16114 to I t tie liC.� lee mak- I o l.) . ,
Tax Parcel Number.. . 1 S_;` 00.4' 2 Property size: ,w =2$/ (acres/square feet)
Site Address and/or Directions to Property: '4
Ns?, F (.ee RD DC.
Property Owner(s)of Record: CC3leDaree 4 - N -
Telephone: 111 "•'14• 7000_i_ . Fax: email:
Mailing Address: 1�7 'sox 0-7 . knot-. gerviegs
Applicant/Agent(if different from owner): L.D. 'A:4 4Q= COi.mt.A ru' -
Telephone:. .S`. • bu' Fax: - 404.01 e" email: Id f'1G heir Go ,�c�, obt
Mailing Address: . . �°.. T -- /� r 4.
What kind of Permit?(Check each box that applies 0 Lot or Road Segregation
❑Building 4r.untical Areas Stewardship Plan
1 'Demolition.Permit ❑Variance(Minor,Major or Reasonable Economic Use)
'Single Family -fttlarage Attached/Detached ❑Conditional Use[C(a),C(d),or Cl**
0 Manufactured Home . ❑ Modular - 0 Discretionary"Cr or Unnam-•.tf� (c .1 1 l4 r C 7 ,'- i iii
Commercial* 0 Special Use(Essential Publi 's. ....t
❑ Change of Use IJ Boundary Line Adjustment
❑ Address . . 0 Road Approach 0 Short Plat**
❑Home Business ❑Cottage Industry 0 Binding Site Plan'`* FEB 0 2, 2011 '
,,Propane 0 Long Plat**
❑Sign -.: ❑Planned Rural Residential Development(PRRD)/Amendments'"''"` . •
❑Allowed"Yes"Use Consistency Analysis ❑'Plat Vacation/Alteration** al{ ( 'I i�tlh 0
0 Stormwater Management ❑'Shoreline Master Program Exelliiii� !e�IS
Q Site Plan Approval Advance Determination($PAAD)* 0 Shoreline Management Substantial Development--
0 Temporary Use . ❑Shoreline Management Variance
❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land UsetDistiict Map Amendment
❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment
*May require a Pre Application Conference ❑Tree Vegetation Request
**R-•ulres a Pre=•L.Iication Conference
Please identify any other local,state or federal permits required for this proposal,if known:
f ` DESIGNATION OF AGENT .
•
I hereby designate to •act as my agent in •matters relating. o thi application for permit(s).
OWNER SIGMA `'. 0. � '‘'''611./ (pl✓OIe 1—Mt IL- Date 11 ? r t
t
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application Packet
may result in this permit being null and void. .
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgmentsccourt°costs,reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this pennit.
I further agree to provide ,••-ss and right of entry to Jefferson County and its employees,representatives or agents hithe•sole purpose ofappfication
review and any I-quired in -'o . ft's access and right of entry will be assumed unless the applicant I rms County in writing at the.
time of the.appli.=tion
-dal.00 s e nts 'or notice.
Signature:
4I s Date: 1 %.
The action or actions • .lit:nt ill undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and • uld lead to a'potential."take'of an endangered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this.
permit has been iss -. will not V to the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if yo, ,re in corn is ce with the Jefferson County development code.The Applicant acknowledges at he, he or it holds individual
and non-tran- -ra ='•sib ity r adherin and complying with the ESA. The Applicant has read this disc ran 'Signs and dates it below.
Signature: _AI'�!' Date: 11
•
8 II
BUILDER STATEMENT
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will be assuming the responsibility of the General Contractor for the proposed project.
Signature:, Date: '
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) (
MAILING ADDRESS: '6. •de.X / 3 - , EMAIL: 1• C%C Q.T ONT clOIL totiyi 0•I NT•Gtr
CONTRACTOR'S LICENSE VVAINS
NUMBER: L.D -1 QL )t 04/4"LO NUMBER
ARCHITECT/ENGINEER: { 6,^,,,ti PHONE ( ,. ,') 31,24440 FAx:( )
MAILING ADDRESS: 4 401 rb($prlA,ST. 'r.r 144 EMAIL
Project Type: Frame Type: Bathrooms: Shoreline:` Type of Sewage Disposal:
D New Vood Existing: 0 Sewer
❑ •ddiition 0 Steel PrcPcsed: C, Bank:. "D Community System
Alteration/Remodel 0 Concrete Total: J Height System
tem
O Repair ❑ Masonry S P Permit# 10-I.05
O Demolition 0 Other. Bedrooms: Water Supply:,te T Existing: Setback: 0 Private well 0 Two Party
N,, ,ft-pe ail 1., i, f Proposed.. '_ 35I. ublic
✓ptl' Total _ 67`IS .I acne of System.;
Prin rPi✓t"
if this is a Commercial ProlectYou must answer the following:,
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants.(includes owners,tenants,employees,etc) Current. Proposed
- IBC Occupancy: IBC.Type of construction: Will you have F.00dService? Yes / No
if this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
I Unde ,round Tank :..ve ground Tank ' Size of Propane Tank: rL.roO Co:
Feat Stove Took Stove! I VVoodstove I Fireplace Insert i Hot Water .I Pellet Stove I Other
is .J. • u s' led in a Manufactured/.Mobile Home? Yes / No
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components,
includin• the reserve area.
: cx L 5 4 Ss x x sx--,.,..01,.7,-,.,. � ...,.i.„.4.,;.-.,„;.,.5,k ' 7 �
S.uare Foote.e Current Pro.•-ed ;.-.: . y� *t-' ''\ ` < <` ''',7,4,:,..'. ` _ '' ', 1 ._ w_•Main Floor Heated :EH Bid App Review:
2' Floor Heated 40 . ,,,, Consistency Review:
Other Heated / ;, z -�;, rBe9e4 ill
Mezzanine / / :: 5"*.° ErtAr----,.-..�I.
Heated Basement / /- �, Plan Check fee: -. 3
,/ t
Unheated Basement y- z ^ State Surcharge fee:. v
Other Unheated / ,.. .74 . .. .
Garage/Carport. f; $ SUBTOTAL/no
2
Decks/ mI ;`7S,6 11000 • ,.proach fee:TOT _
Other �
l
� Sr�� L: $ � •
e ' Receipt Number: I .11111
,, zee
0..,,,....'=� � �� � Cash/Check Numbers. �
ESTIMATED COST R R : • Date:
•Fair markety., - .1 plflaboran materials foun.F -• to finish MEM
f Initials. ,,- N �°� ,.�
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° JEFFERSON COUNTY
4rq a ,.Q DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street• Port Townsend •Washington 98368
c 360/379-4450 • 360/379-4451 Fax
TNO http://www.co.jefferson.wa.us/commdevelopment/
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# i I — PROJECT/APPLICANT NAME: (b€E el hoop I 4 i -
Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the
applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a
separate stormwater site plan map.
PO Oat) CL #hC,N(c. OZ- 6XCP%-)irfit'Q
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map. _ �7
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Existing Conditions Summary RECEIVE
2. Describe the existing topography. Indicate contours on the site map.
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3. Describe the existing vegetation. Indicate native vegetation areas on the site map. J[E cj LI ('(II I NO 0(�(t
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4. DDgscribe the existing oils. Indicate soil type on the site map. e ,.o°
fety, vt t.0w41 ed✓UC.
5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate
existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if
applicable,and in ' to acreage of each.
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APPROVED
6. Describe any excess levels of noise generated by the proposed use or activity: a ` PLAN
Ai/t' MAY - 4 2011
arm AI sir
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DEPT:OF ti ? , Y r ►
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stormwater site plan template-rev.10/21/2008 5
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7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams,
steep slopes,etc.)on the site. Indicate location on the site map.
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8. Describe the general vicinity of the site, including adjacent land uses and structures,utilities, roads,and sensitive/critical areas
(s��treams,wetlands,lakes,steep slopes,et .).
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Permanent Stormwater Control Plan
This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs
and facilities to remain in place after construction of the project is completed.
"Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious
surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control
facilities are not exceeded.
g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30
in the Manual)or,if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas
within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities.
10. If the project requires the use of stormw ter treatment facilities, describe the types of stormwater treatment facilities proposed
for use on the site. Locate these faciliti s on the site plan and differentiate proposed facilities from existing facilities. [This is
normally for"large"projects or projects t at involve the potential for dispersion of contaminants.]
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11. Describe the performance goals and standards applicable to the project.
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13. Describe the water quality s tem.
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14. Describe the conveyance system analysis and de n.
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15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material.
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16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
17. Describe the proposed surfacing material.
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18. Describe methods for restoration of the site.
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19. An Operation and Maintenance Manual is required for each flow control and treatment cility: [This is normally required for
"large"projects only and only those for which facilities are required to control flow or tr lutSoffl If"included,list the Manuals
here.
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20. List here and include any special reports or studies conducted to prepare the Stormwatei!Site Plan. 4 a ti
Oe/247 ?,et W rc Tt L P( Q'crr+
21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include
conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or
restrictions here.
P/D .
stormwater site plan template—rev.10/21/2008 7
•
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the
template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for
preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater
Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential
development.
SECTION I—CONSTRUCTION SWPPP NARRATIVE
1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or
will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable
to the proposal,justify in writing. Descriptions of the 12 Elements are found at Volume II Section 3.2.3 of the Manual(beginning
on page 3-7).
12 Required Elements—Construction SWPPP
1. Mark Clearing Limits.
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2. Establish Construction Access.
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3. Control Flow Rates.
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4. Install Sediment Controls.
5. Stabilize Soils.
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6. Protect Slopes.
7. Protect Drain Inlets.
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stormwater site plan template-rev.10/21/2008 8
• •
12 Required Elements—Construction SWPPP(continued)
8. Stabilize Channels and Outlets.
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9. Control Pollutants.
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10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
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11. Maintain Best Management Practices(BMPs).
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12. Manage the Project.
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2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
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b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
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3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
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stormwater site plan template—rev.10/21/2008 9
• • `
b. Description of special requirements for working in or near environmentally sensitive areas.
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4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site
soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure).
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5. Construction Phasing.
a. Construction sequence
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b. Constructio phasing(if proposed)
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
I. Provide a propo ed construction schedule.
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II. Wet Season Construction Activities.
a. Proposed wet season construction activities.
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b. Proposed wet season construction activities for environmentally sensitive areas.
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7. Financial/Ownership Responsibilities.
a. Identify the property owner responsible for the initiation of bonds and/or other financial securities.
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b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
imp ts.
8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable.
a. Sediment Ponds/Traps.
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
stormwater site plan template—rev.10/21/2008 10
• •
Stormwater Site Plan Changes
If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be
submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised
drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change.
Final Corrected Plan Submittal
If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs
(not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is
completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as
constructed.
APPLICANT SIGNATURE
By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners •f the affected property.
�' t 2� I�'r►
(LANDO -'0 AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
stormwater site plan template-rev.10/21/2008 12
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• 110
0 AND COVERAES
C.
%K.S/PATIOS 7 522 S . FT
ECK.S/PATIOS 6329 SQ. FT.
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STORMWATER PLAN
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v Of C EN ERA L Cc N ST-RUC-TIC) N A N D DESIGN 1
rnX7 P .O . BOX 127 PORT Y OW NSEN D WASH INGTON 98368 I
la I Z 360 . 379. 5222
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Jefferson County Building Di ' 'on Permit Number: BLD11-00025
Applica FISHER
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2009 International Building Cods
To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that day's inspections.
ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries.
The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection
Inspection Item Date Approval Signature Notes
Setbacks / !/ Minimum setback from SR 116(Flagler Road)right-of-way shall be 30
�l 7 , feet. Minifaum north and south property line setbacks shall be 5 feet.
Minimum setback from top of shoreline bank shall be no less than 34
feet. 1
Erosion Control SEE CONDITIONS 2&3 1
Foundation Footing aVif
Footing Drains
Foundation Stem Wall 6 I. .�
Underground Plumbing `y
Under Floor Framing -711 it 9____
Straps(hold downs
Ext.Shear Wall Nailing it 3 ( (440k— Lek/lit-�! �- O, - I-a- 1 crit
Rough-in Plumbing a/�g//,Z � tv I .212.21)Z
Shower Pan / 1
Framing /`.,/ag``,2 ()
�
�"
Blocking ( /
Airseal 2 .lq / z -r-
Insulation:Walls
f R/I /).z_
Insulation: Floors
Insulation:Ceiling
Int. Shear Wall Nailing
Wallboard Nailing eJ4/1 L I
Gas Line: Interior - i-
Z Z
t 2-2
Gas Line:Exterior a(z a I 1 z
Propane Tank 01)2—
Heat/Chimney Clearance (o' k^ylA ®1 -L5--11 /1-` 171-Vi I 14
Mechanical Systems
Duct Test Cert
Blower Airtight Test
Smoke&CO2
Drywell/Alt Drainage SEE CONDITION I DRYWELLS
Address Posted
FINAL INSPECTION ]l[,l
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CONDITIONS for Building Permit# :BLD11-00025
1.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA
ALL INFILTRATION SYSTEMS SHOULD BE AT LEAST 10 FEET FROM ANY
STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA.
FOR SITE WITH SEPTIC SYSTEMS, INFILTRATION SYSTEMS MUST BE
DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY
PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD.
DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH
GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS.
EACH DRYWELL MAY SERVE UP TO 1000 SQUARE FEET OF IMPERVIOUS
SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS.
TYPICALLY DRYWELLS ARE 48 INCHES IN DIAMETER(MINIMUM)AND HAVE A
DEPTH OF 5 FEET (4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER
MATERIAL).
FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK
AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING.
SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET.
2.) A SILT FENCE SHALL BE INSTALLED AS FAR AS PRACTICABLE LANDWARD FROM
THE LANDSLIDE HAZARD AREA BUFFER PRIOR TO ANY LAND DISTURBING
ACTIVITY. APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE
THAT SILT DOES FLOW INTO THE LANDSLIDE HAZARD AREA OR OFF SITE.
THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE
MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND
SURFACE.
THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5
INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED
AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT
FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING
CAN NOT OCCUR.
ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY.
SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT
REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A
SECOND SILT FENCE SHALL BE INSTALLED.
3.) CONSTRUCTION ENTRANCES 111LL BE STABILIZED WHEREVER TRAFFONILL
BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR
OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE.
QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN
ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER
MANUAL).
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY
SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING
SHALL BE REMOVED OR STABILIZED ON STIE.
ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON
THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION
ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE
PERMANENTLY STABILIZED.
4. The applicant shall implement the approved CASP. BUILDING FINAL SHALL NOT BE
ISSUED UNTIL AN AS-BUILT FOR FWHCA MITIGATION HAS BEEN SUBMITTED AND
PPROVED BY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY
' DEVELOPMENT.
5.) The applicant shall adhere to conditions specified in the CASP permit(CSP11-00005).
6.) Maintaining ground cover will help reduce erosion from surface runoff. Any bare areas
that develop should be revegetated. Native low growing vegetation that requires little or
no irrigation would be the most beneficial
7.) Tree limbs, lawn clippings, etc. should not be thrown over the bluff because these piles
have a tendency to damage/kill the underlying vegetation which in turn increases the
erosion potential of the bluff soils. These piles also add unnecessary weight to the bluff
soils, especially when saturated with water.
8.) The existing dug well must be decommissioned by a licensed well driller prior to final
building inspection.
9.) SEP10-105 must have final approval prior to BLD final approval.
10.) To help prevent seawater from intruding landward into underground aquifers, all new
development activity on Marrowstone Island, Indian Island and within 1/4 mile of any
marine shoreline shall be required to infiltrate all stormwater runoff onsite.
11.) The property owner shall comply with Water Conservation Measures(per list maintained
by the UDC Administrator).
12.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the
Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the
Landslide Hazard Area.
13.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated.
Should buffer disturbance occur during construction, the Unified Development Code
(UDC)Administrator shall require replanting with native vegetation. No alterations shall be
made to the Landslide Hazard Area or its associated buffer without prior authorization by
the UDC Administrator.
14.) Prior to and during approved construction activities, the perimeter of the landslide hazard
area buffer shall be marked with a temporary sign. The sign shall be placed in such a
manner that it can be directly observed from the construction area. The sign shall contain
the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter
Existing Vegetation."
15.) All construction activities shall not encroach upon the landslide hazard area
buffer. This
includes the storage or preparation of materials.
16.) The applicant shall permanently separate the boundary of the Landslide Hazard Area
Buffer from the remainder of the subject property through installing logs, trees, a hedge
row, or any other prominent physical marking approved by the UDC Administrator.
17.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices (BMPs) and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin.
18.) A Stormwater Site Plan has been submitted and approved by the Department of
Community Development. Once the subject permit has been issued the applicant shall
fully implement the provisions of the submitted plan and contact the Jefferson County
Department of Community Development to arrange a schedule to inspect the property for
plan compliance. A Certificate of Occupancy will not be issued until the Department
verifies plan compliance. No clearing for roadways or utilities shall occur on the project
site until clearing necessary for the installation of temporary sedimentation and erosion
control measures have been completed.
19.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
20.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened
from view of neighboring dwellings and rights-of-way. Such screening shall meet all
applicable performance and development standards specific to the district in which the
storage is kept, and shall be in keeping with the character of the area. Screening shall
meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile
wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
21.) A minimum of two(2) on-site parking spaces shall be provided for the single family
residence.
22.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
23.) The building height is not to exceed 35 feet.
24.) Minimum setback from SR 116 (Flagler Road) right-of-way shall be 30 feet. Minimum
north and south property line setbacks shall be 5 feet. Minimum setback from top
plan.of
shoreline bank shall be no less than 34 feet as depicted on the approved
25.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the
finished grade, excepting when such lighting is an integral part of a building or structure.
Ground level lighting is encouraged.
26.) Lighting fixtures shall be designed and hooded to prevent thThe source from brightness m being of
directly visible from outside the boundaries of the property. intensity
all lighting, during construction and after project completion shall not adversely affect the
use of surrounding properties or adjoining rights-of-way.
27.) Residential developers and individual builders shall be required to preserve shoreline
vegetation and reduce the associated risk of erosion during construction and any future
activity which may impact the stability of the shoreline.