HomeMy WebLinkAboutBLD2011-00227 !UILDING PERMIT APPLICATN MLA11-00181
Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD11-00227 Received Date: 8/11/2011
SITE ADDRESS: 1435 S DISCOVERY RD
PORT TOWNSEND, 98368
OWNER: GENTRY DICK PHONE: 360-379-2892
SAMANTHA DICK
1435 S DISCOVERY RD
PORT TOWNSEND WA 983689263 MOE'S DISCOVERY ROAD TRACTS
SUBDIVISION: Block: Lot: C
PARCEL NUMBER: 001205003 Section: 20 Township: 30 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION NEW ADU W/ BREZEWAY&ATT GARAGE
TYPE OF WORK RES SQUARE FOOTAGE: AC:Nal
TYPE OF IMP ADU MAIN:
VALUATION 150,000.00 ADD'L: HEAT TYPE: RAD
CODE EDITION: 2009 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER: X63 zq)
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: 2PARTYWELL
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 1 Prop: 1
Total: 1
Routing Date:
Type Amount Paid By: Date: Receipt: D v
Permit $1,273.75 LYK 08/11/11 128014 a PP ED
Plan Check $827.94 LYK 08/11/11 128014 2011
State Building Code $4.50 LYK 08/11/11 128014 DEC 12
Potable Water Application $62.00 LYK 08/11/11 128014 Jefferson County Planning
Total: $2,168.19 &Building Department
,O c DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street,Port Townsend,W A 98368
Tel:360.379.4450 I Fax:360.379.4451
Web:www.co.jefferson.wa.us/communitydevelopment
}} E-mail:dcdaco.jefferson.wa.us
CERTIFICATE OF OCCUPANCY
PERMIT#: BLD11-00227
APPLICANT: GENTRY DICK PHONE: 360-774-2752
SAMANTHA DICK
1435 S DISCOVERY RD
PORT TOWNSEND WA 983689263
SITE ADDRESS: 1435 S DISCOVERY RD Issue Date: 12/12/2011
PORT TOWNSEND, 98368 Final Date: 11/19/2014
SUBDIVISION: Block: Lot: C
PARCEL NUMBER: 001205003 Section: 20 Township: 30 N Range: 1w
PROJECT DESCRIPTION: NEW ADU W/ BREZEWAY&ATT GARAGE
THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009
EDITION.
OCCUPANCY GROUP: R-3
TYPE OF CONSTRUCTION: 5N
SPRINKLER SYSTEM yes no
THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 11/19/2014
\\tidemark\data\forms\F_BLD_Occupancy.rpt 11/19/2014
JEFFER E0Fab •
*ervigio°1sT
�' DEPARTMENT OF COMMUNITY DEVELOPMENT
1, 621 Sheridan Street • Port Townsend •Washington 98368
. . 360/379-4450 • 360/379-4451 Fax
S' NG`. www.co.jefferson.wa.us/commdevelopment
Master Permit Application MLA: I I-
Project Description(include separate sheets as necessary):
Acce5Ser Pc4n1 % (L inyfL SII/ (E)314 F" tt Oil C W
COO•••1 _
Tax Pa l Number: / d o # 0 a
Property Size: '3, 0 A GC e (acres/square feet)
Site Address and/or Directions to Property
/435 5, D,s(o1'�7 ,(0J , re.a- �owni J
Property Owner(s)of Rec�6rd: GC4-�r) D"' l�
Telephone: / Fax: email:
Mailing Address: 1,4704/1 djJrt s 5
Applicant/Agent(if differerft from owner):
Telephone: Fax: email:
Mailing Address:
What kind of Permit?(Check each box that applies ❑Lot or Road Segregation
yffauilding ❑ Critical Areas Stewardship Plan
❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use)
❑Single Family ❑ Garage Attached/Detached ❑ Conditional Use[C(a),C(d),or C]**
❑ Manufactured Home .❑ Modular- • .. - ❑ Discretionary"D"or Unnamed Use Classification•
❑ Commercial* 0 A D u ❑Special Use(Essential Public Facilities)**
❑ Change of Use ❑Boundary Line Adjustment
❑ Address ❑ Road Approach ❑ Short Plat**
❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan**
❑ Propane ❑Long Plat** ,
❑Sign .. - ❑ Planned Rural Residential Development(PRRD)/Amendments**
❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration**
❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions**
❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development**
❑Temporary Use ❑Shoreline Management Variance
❑Wireless Telecommunication* ❑Comprehensiv-.PlanitinCLI anrUJc .Dictrict Map Am ndmPnt
❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson Cou yr ` a� _ _- ."e_� .r et•,_ hilt __ =—
*May require a Pre—Application Conference ❑Tree Vegetati• , '•I
**Require- _ ; -!,Application Conference 1
Please identify any other local,state or federal permits required for th>- s Pos �rif own*
i r_ ,,
DESIGNATION OF AGENT LI 1 ....2) -
I hereby designate to act as my agent in atters relagRAtiftwic,atiOn for jermit(s).
•
DEPT.OF COMMUNITY DEVELOPMENT
OWNER SIGNATURE Date:
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,judgments,court 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 permit.
I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application
review and any required later inspections. -Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the applicatio at e or she wants prior notice. (!yr// // /
Signature: -- Date:
The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could 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 issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-transferable r ponsi 'Hy for adhering to and complying with the ESA. The Applicant has read this disclainier an signs and dates it below.
Signature: Date: $ / // If
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 assume respo ibility of the General Contractor for the proposed project.
Signature: >CI //L- Date: /u/
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) ( ) ,
MAILING ADDRESS: EMAIL:
CONTRACTORS LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX:( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
X New ,Wood Existing: • , ❑ Sewer
O Addition 0 Steel Proposed: I Bank ❑ Community System
O Alteration/Remodel ❑ Concrete Total: �_ Hei t: Individual System t
O Repair 0 Masonry SEP Permit# I I - I 45
O Demolition 0 Other: Bedrooms: Water Supply:
Existing: ,45r Setback: x Private well Two rty
ype of He t: i Proposed: / 0 Public
o 't Qu ;, n Total: / HA Name of System:
If this is a Commercial Project you 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 Food Service? Yes / No
If this is a Pro•ane Tank andlor A••liance Installation •ermit mark all items below that a••I :
I Underground Tank 1 Above ground Tank Size of Propane Tank:
I Heat Stove I Cook Stove i Woodstove I Fireplace Insert I Hot Water Tank I Pellet Stove I Other
Is this appliance being installed in a Manufactured/Mobile Home? Yes //Il
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,
including the reserve area.
Square Footage Current Proposed "F-or-office UseOnIy Attfount Revision
T •• -- -. f BldApp-`Reviewa M _....-P_,.P.A _�..__..o..-., r.
2na Floor Heated /O Consistency Review: 21 3—
Other Heated Base fee: 1275.75
-
Mezzanine ° ',. Additional Section:
Heated Basement / Plan Check fee: 827 n44
Unheated Basement / State Surcharge fee: 1-} .51D
Other Unheated 262 Pot Water Review fee: 1 CD
Garage/Carport 43Z 1� TI SUBTOTAL
giP2`161
Decks i 911/Rd Approach fee:
49 ( ►�.tz 1 (�, Abu
Other TOTAL: $a50$•19
Receipt Number: §t 2 0(t
Cash/Check Number: ''1
ESTIMATED COST(REQUIRED) Date: � )
.Fair market value of all labor and materials foundation to finish O O
6'U 0 G D Initials:
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• S APPROVED
STORMWATER PLAN
4/4---.411Nefr JEFFERSON COUNTY
„4
DEPARTMENT OF COMMUNITY DEVELOPMENT
DEC 8 2011
621 Sheridan Street - Port Townsend •Washington 98368
0" 360/379-4450 .360/379-4451 Fax JEF •
" ING http://www.co.jefferson.wa.us/commdevelopment/ SIGDA 7 ' 41 i�y 111 01
1
STORMWATER SITE PLAN SUBMITTAL TEMP 'R? •
MLA# ` Q 1 PROJECT/APPLICANT NAME: DISCOVERY ADU
Please answer all of the following questions to the best of your ability. Where - •• - - e map, the
applicant may choose to either incorporate the elements into the general plot plan f• . is Ci�a s- ' t •• •r to submit a
separate stormwater site plan map.
Project Overview
j I
1. Describe the proposed developed conditions of the site. Indicate position a •-field ive size of proposed imp =nts on the
site map. JEFFERSON COUNTY
Construct single story, 1,245 heated sgft Accessory Dwelling Unit w/1,610_01 f alfCQblPd>d MEVELOPMENT
garage/mech/laundry/covered porches. Site to be cleared of native tree's and undergrowth for both project
construction site and new driveway to structure. Total new impervious area added to be 6%of overall property,
SO%of new impervious area serves new gravel access driveway.
Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map.
Overall property described as "flat"w/slope less then 2% where slope occurs. No slope at site of proposed
construction. See contours on attached site plan. Elevation at road is 3OO'-O", elevation at construction site at
31o,-O".
3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
Majority of the entire 5 acre parcel is densely wooded with native vegetation. Native vegetation consist of but is
not limited to Alder, Doug-Fir, Madrona, Salal, Rhododendron, and Ferns.
4. Describe the existing soils. Indicate soil type on the site map.
Existing soil type is clallam gravelly sandy loam as noted on the U.S. Dept. of Agriculture Natural Resources
Conservation Service.
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 indicate acreage of each.
Existing site and adjacent properties have minimal slope leaving runoff from neighboring properties at a negligible
rate. The project site drains well under sustained precipitation and dries out quickly.
6. Describe any excess levels of noise generated by the proposed use or activity:
The isolated nature of the 5 acre property and the small size of the Accessory Dwelling Unit should keep any
excess levels of noise to a minimum.
.R. S
StOrl •.�It J44!equr=
stormwater site plan template.doc—rev.10/12/2003 5
• •
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.
There are no significant geographic features on this property, it is flat in nature with an elevation gain of 10'-0"
over 500'-0". The project site in particular is flat with no discernible slope to note.
8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas
(streams,wetlands,lakes,steep slopes, etc.).
South Discovery Road is to the West of the property and provides access to the site. The land use of the
adjacent properties is vacant to the North and a single family home to the South with forest land to the East. The
lots to the North and South are both 5 acres parcels.
Permanent Stormwater Control Plan J I
If) 1 1 2011
This portion of the Stormwater Site Plan consists of the selection and installatiD1 the appropriate stormwater zantiol BMPs
and facilities to remain in place after construction of the project is completed. Ii he
COUNTY
DEPT.OF COMMUNITY DEVELOPMENT
"Medium" size projects are required to have the totals calculated of all impe •• • - - , •• u ion-genera ing 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.
Roof drains and foundation drains will be connected to dry wells to collect and disperse stormwater.
10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed
for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is
normally for"large"projects or projects that involve the potential for dispersion of contaminants.]
NA
11. Describe the performance goals and standards applicable to the project.
The performance goals and standards of the project are to have as slight of an impact on the existing native
vegetation and overall site conditions as possible. With the project being an API/ the footprint is small and the
impervious area will be treated responsibly and efficiently.
12. Describe the flow control system.
The flow control system will be (4)48"x48"x'O" deep gravel drywells (1:700sf)w/geotextile fabric at sides and
top; constructed per stormwater management manual for western Washington, vol. 5.
stormwater site plan template.doc—rev.10/12/2003 6
• •
13. Describe the water quality system.
Site is dry and permeable with no streams, etc. Straw will be used to cover exposed soil during construction.
14. Describe the conveyance system analysis and design.
Propose to drain downspouts and stormwater to drywells at all four corners of the APU, (4)48"x48"x60"deep
based upon one per 100 soft of roof footprint or 2,611 sgft.
15. Describe the source of fill material, physical characteristics of fill material,and deposition of excess material.
Fill material, where possible, will be from soils excavated for construction. Gravel and sand as req,'d per
construction details will be per structural notes. Excess material will be taken to an approved off site location.
16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
Gravel/Sand under slabs and at foundations will be compacted and placed per structural note on building plans.
17. Describe the proposed surfacing material.
New driveway and parking will have 5/4" min. Basalt placed by truck and compacted w/ 5 ton roller.
18. Describe methods for restoration of the site.
All areas not covered by new construction or gravel drive, walkways, parking will be graded to tie into the existing
grades and replanted with native vegetation.
19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for
"large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals
here.
NA
20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan.
NA
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.
Septic system and drainfield are existing and approved. � f C f II V
„1
JEFFERSON COUNTY
stormwater site plan template.doc—rev.10/12/2003 r.rrT (IV COMMUNITYOEVFLOPMENT 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 section 2.5.2 of the Manual(beginning on page
2-15).
12 Required Elements—Construction SWPPP
1. Mark Clearing Limits.
Clearing limits are drawn on site plan. The clearing limits will not exceed what has been drawn, if the opportunity
to tighten the limits presents itself it will be taken. The intent is to minimize the impact on the site in order to
maintain the appealing natural habitat and vegetation.
2. Establish Construction Access.
Construction access will occur through the existing gravel driveway.
3. Control Flow Rates.
Site drains naturally to the West. Install silt fence at edge of clearing limits as noted on the site plan. Use hay bales
at any depressions.
4. Install Sediment Controls.
Bark chips or straw covering open/disturbed soils, silt fences/hay bales at West side of clearing.
5. Stabilize Soils.
Bark chips /straw, (Tree's removed/cut down due to construction may be ground and resulting chips used for
soil stabilization.
6. Protect Slopes.
No slopes exist, site is flat.
7. Protect Drain Inlets.
I �
No drain inlets on site. 1 i EC V
JEFFERSON COUNTY
_ "PT OF COMMUNITYOENELOPMENT
stormwater site plan template.doc—rev.10/12/2003 8
• •
12 Required Elements—Construction SWPPP(continued)
8. Stabilize Channels and Outlets.
NA
9. Control Pollutants.
Bark chips /straw will aid in pollutant control and can be collected, removed and replaced if necessary. A spill kit
will be onsite to clean potential oll, fuel, etc. spills, wash water (on site) is available for contaminated items.
10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
If necessary clean stormwater will be pumped to slightly higher ground into existing vegetation and allowed to
filter down through forested floor.
11. Maintain Best Management Practices(BMPs).
Each subcontractor will receive instructions in regards to site management with their directions to the site,
general contractor will be present at all times.
12. Manage the Project.
The general contractor will be present at all work times during construction to ensure enforcement of all aspects
of this plan.
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
Due to the flat nature of the neighboring parcels and the project parcel no disturbance shall occur.
b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
NA
3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
NA rTh) FECIEOVI
jji
Jt _�
JEFFERSON COUNTY
DEPT OF CO
stormwater site plan template.doc MMUNITY DEVELOPMENT 9—rev.10/12/2003 � .
• •
b. Description of special requirements for working in or near environmentally sensitive areas.
NA
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).
None foreseen. ADU construction is occurring on a flat site.
5. Construction Phasing.
a. Construction sequence
Site Prep, Foundation, Framing, Roofing/Siding, Interior Finish, and Landscaping
b. Construction phasing(if proposed)
No phasing proposed
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
Provide a proposed construction schedule.
Site Prep (September), Foundation (September), Framing 4 Siding (October/November), Interior Finish (December)
11. Wet Season Construction Activities.
a. Proposed wet season construction activities.
Framing 4 Siding, Interior Finish, Landscaping
b. Proposed wet season construction activities for environmentally sensitive areas.
None
7. Financial/Ownership Responsibilities.
a. Identify the property owner responsible for the initiation of bonds and/or other financial securities.
Gentry Dick
b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
impacts.
Personal Responsibility
8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable.
a. Sediment Ponds/Traps. NA
b. Diversions.
c. Waterways. ��;�! '„ I \I 1=
d. Runoff/Stormwater Detention Calculations 1 !!1111
L I(
1
stormwater site plan template.doc—rev.10112/2003 JEFFERSON 10
L_. D OF COMi4UNITY DEVELOPMENT
•
•
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 of the affected property.
24°‘- . /1/
(LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
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JEFFERSON COUNTY
UPI f1F onpAR11,,,, ,
stormwater site plan template.doc—rev.10/12/2003 12
Jefferson County Building lision
Permit Num 't: BLD11-00227
Applicant: DICK
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2009 International Building Codes
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 11-11Y 9 Minimum setback from South Discovery Road right-of-way shall be 20
Afr feet. Minimum side and rear yard setbacks shall be 5 feet.
Erosion Control 1 /i SEE CONDITION 2
Foundation Footing J (
Footing Drains - l ti/
Foundation Stem Wall p.
Underground Plumbing
Under Floor Framing .2
Straps(hold downs) /2 /sJ/ /i2 �. 2 i-t'40603 thaw ,rests ,1,I'4 Iz _
Ext. Shear Wall Nailing .12.— Pi *fi�,/ .
Rough-in Plumbing 2 Vo-( - •C!
Shower Pan t t
Framing e L
Blocking r-ad-/ )_ g7-13.
Airseal g-')pr'`L ,?:
Insulation:Walls _(
Insulation:Floors Di J JAL
Insulation:Ceiling g` _30,,/z, /60
Int.Shear Wall Nailing / _6712
Wallboard Nailing � qt-"
Gas Line: Interior 'Y-24 FO
Gas Line Exterior 5-a I—P> 1116
bane Tank C-rZ� -12?
Heat/Chimney Clearance
Blower Airtight Test idA
Smoke&CO2 &-0_t2
Drywell/Alt Drainage -VA-11-- SEE CONDITION 1
Address Posted
Hydrostatic Test [a —(2)
i
FINAL INSPECTION
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
•
CONDITIONS for Building Permit# :BLD11-00227
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.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL
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.
3.) 10' minimum separation required between the water line and any onsite sewage system
components including sewage transport lines.
4.) 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.
•
5.) A Stormwater Site Plan has beerOmitted and approved by the Department 0
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.
6.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
7.) 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.
8.) A minimum of two (2)on-site parking spaces shall be provided for the ADU.
9.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
10.) The building height is not to exceed 35 feet.
11.) 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.
12.) Lighting fixtures shall be designed and hooded to prevent the light source from being
directly visible from outside the boundaries of the property. The intensity or brightness of
all lighting, during construction and after project completion shall not adversely affect the
use of surrounding properties or adjoining rights-of-way.
13.) Minimum setback from South Discovery Road right-of-way shall be 20 feet. Minimum side
and rear yard setbacks shall be 5 feet.