HomeMy WebLinkAboutBLD2004-00203 BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00203 Received Date 03/29/2004
SITE ADDRESS: 1791 W HASTINGS AVE Issue Date 05/3/2004
PORT TOWNSEND, 98368
APPLICANT: SKY S STEIMLE PHONE: (360)379-9109
EILEEN M STEIMLE
1791 HASTINGS AVE W
PORT TOWNSEND WA 98368-9638
SUBDIVISION: Block: Lot: TX 43
PARCEL NUMBER: 001043013 Section: 4 Township: 30 N Range: 01 W
CONTRACTOR: TOWN & COUNTRY POST & FRAME PHONE: 800-824-9552
16521 HWY 99
SUITE B
LYNNWOOD WA 98037-3161
Contractor's License: TOWNCPF099LT Expires: 06/30/2005
PROJECT DESCRIPTION: NEW POLE BUILDING
REQUIRED INSPECTIONS:
[ ] SETBACKS:
[ J UFFER:
[ ] Footing:
[ J Foundation:
[ ] Stormwater FINAL Approval:
[ J Underground Plumbing:
[ ] Underground Insulation:
[ ] Shear Wall :
[ ] Framing:
1 Plumbing:
[ J Propane Tank/Lines:
[ ] Insulation:
11 Sheetrock: _
[ ] Septic Sytem Final Approval:
1 Road Approach Final Approval:
[ ] Zoning Final Approval:
f 1 Final/Occupancy Approval:
HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY -SEE REVERSE
r '
tUILDING PERMIT APPLICA N Review Type: I
Jefferson County Department of Community Development MLA04-00167
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00203 Received Date: 3/29/2004
SITE ADDRESS: 1791 W HASTINGS AVE
PORT TOWNSEND, 98368
OWNER: SKY S STEIMLE PHONE: (360) 379-9109
EILEEN M STEIMLE
1791 HASTINGS AVE W
PORT TOWNSEND WA 98368-9638
SUBDIVISION: Block: Lot: TX 43
PARCEL NUMBER: 001043013 Section: 4 Township: 30 N Range: 01 W
CONTRACTOR: TOWN & COUNTRY POST& FRAME PHONE: 800-824-9552
16521 HWY 99
SUITE B
LYNNWOOD WA 98037-3161
Contractor's License TOWNCPF099LT Expires 6/30/2005
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION NEW POLE BUILDING
TYPE OF WORK GAR V� SQUARE FOOTAGE:
TYPE OF IMP NEW' MAIN:
VALUATION 91 00��� ADD'L: HEAT TYPE:
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: �V #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: SHORELINE:
CONST TYPE: DECK
GARAGE: 0 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL:
WATER SYSTEM: PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: Prop: Seismic Streams
Total: Total: Flood Way Floodplain
Routing Date: F&W Landslide
f c3//001 %CifShoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: 1 Approved/Date
Permit $181.25 KAS 03/29/04 64157 I P P R®\
En
Plan Check $117.81 KAS 03/29/04 64157
State Building Code $4.50 KAS 03/29/04 64157 MAY 0 3 2OC4
Total: $303.56
Jefferson County Pt.;,.,.,j,,
&Building
gDDepart,“4 nm
C �w1c9 'mac
03/23/2004 13: 51 3603794451 JEFF CO DOD PAGE 13-2,�2--1
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,' ` 2 6 2004 AppÔ
es,:k„,, -i-0,-4 cIZS' a.-) 6'I) (Dorti) `Tf?t.Jek a✓.d l..ovvi'TV °- .1 j
Budding Type: Project Typez Frame Typos
❑ Single Family Xi--New 0 Wood
,Gauge Attached/Detached 0 Addition ' 0 Steel
O Modular 0 Attention/Remodel ID Concrete
O Commercial 0 Repair 0 Masonry 03 `L—
E.
a Mind.-hrnay/#of Units 0 Demolition Other-.Other-.0 Industrial
'0 Other: o .
Bathrooms: Bedrooms Type of Sewage Disposal: Type of Heat
Choose one:
$adltlog. Existing: D Sewer 0 Community System ❑ Ele•• 0.7 ■ Ott
PropnePd• Proposed: t `f lndividuol S=tr 0 Woodyam�..'e 0 Propane
Total: Total 'If not set fill tot the following. 0 H ' ?
Cl Conventional 0 Aketnative u • •et
W . ..........,.. .
Water Supply:
Permit# SEP
�'( P .zwell ❑ Two P Public Name of Witter systems
Sgntue Footage! Office Uoe For Office Use Only
M. in P'ltaor Consistency Review '1.2 'p'Ccc
2Mo Floor — Base fee Qa3.25- IS I . A a
3I'd Floor APlatt Check fee �'+t 9 . $ ` a�.���-30
,� �a.
Hai Basemaot ` Sane Surcharge fee -�..
Unhud Basement 1 01 Subtotal <19 1 _
Garage/Carport S(5)0 Pot Water Review fee 1
Decks 911/Rd Approach fee 1
6414)
Cal TOTAL. $l
Industrial Receipt# l l &'4 4 3 I
Other Cash/Clerk# 1 O(o�'1 I O5."))1
'phials
Date .�(S 1101. 54 li( O`ka
Estimated Cost 7, l 90 w,
If within 200'of the Shoreline,
Distance trs Bank or Ordinary High Wades Mask ft.Bank Height ft.
By aegoieg the applicat oa Font the apphctnt/tamer ammo that the information provided herrie s true arsicoaect to the teat of thee ket horn lta Any=M Ed fi sehood or airy
neaietioe of a colloid fan made by the appTerior/oumrr wuh moppet to this lip/Amami packet may result in this peatxt bring null sod void.
I fatter mom to ram leduasseLP'and hold bacnleea Jefiallsson Carroty*ea' 4 liabilities,)edOtrnes,moo coat,reasonable ateerney's kw and expectet which may is any way same
amino jeffectota County as a reek of or in oonsoqueece of the griming of this permit.
l Gads sgme ro provide rcocae and Oft entry to) ffeaoa Canty mad it's ctup eyocc,rc ruuidv or marts for the purpose of applicarioa rc and any requited laser inspections.
,Manse'and nght of sit the uQpliwtfa or a ucnta shah be rerfuawd mrd rhall occur doting rrpp u badness house
Signature ` i Date: 3 13 0! OVER_ ►
G:\PermitCentcr\FORMS\BLDG FORMS\BLDPermit Application.doe O1/08/2004
3 ._
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SPECIAL CONDITIONS FORRASE # BLD04-00203
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on April 13, 2004 for the potential presence of Environmentally
Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC).
After an initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property:
Susceptible Aquifer Recharge Area.
2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological
formations that allow percolation of the surface water into the soils and the underlying
zone of saturation. Aquifers are geologic formations that contain sufficient saturated
permeable material to yield significant quantities of water to wells and springs. Aquifers
serve as the source of drinking water within most of the rural portions of Jefferson County.
3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
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.) The applicant is proposing to create or add 560 square feet of impervious surface and 560
square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County
Unified Development Code requires that your proposal comply with Minimum Requirement
#2 of the Department of Ecology Stormwater Management Manual for Western
Washington to control stormwater, erosion and sediment during construction. BMPs shall
address permanent measures to stabilize soil exposed during construction, and in the
design and operation of stormwater and drainage control systems.
6.) Jefferson County determined that this proposal is categorically exempt from review under
the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i).
7.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP)
Elements#1 through #12 of the Department of Ecology's Stormwater Management
Manual for Western Washington.
8.) This parcel is a legal nonconforming parcel designated as Rural Residential 1:20 under
the Jefferson County Comprehensive Plan Land Use map effective August 28, 1998.
9.) W Hastings Ave is a county local access road identified as C691017. The road approach
is existing, and an address of 1791 W Hastings Ave has been assigned to the parcel.
10.) An evaluation of the existing septic system (capacity 240 gallons per day)was completed
July 29, 2003 under SEP75-00117.
11.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
12.) The building height is not to exceed 35 feet.
13.) Minimum setback from W Hastings Ave is 20 feet. Minimum side and rear setbacks are 5
feet.
14.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
15.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre 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 Unified Development
Code (UDC)Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable
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 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
16.) The site plan as submittec ith the building application on April 27, 20011as been
reviewed for consistency under the UDC, and has been approved by Jefferson County
Department of Community Development. Any modifications, changes, and/or additions to
the stamped, approved site plan dated May 3, 2004 shall be resubmitted for review and
approval by Jefferson County Department of Community Development.
17.) This approval is for a Pole building only. Any future permits on this site are subject to
review for consistency with applicable codes and ordinances and does not preclude
review and conditions which may be placed on future permits.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
•
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-'`- •,, JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
• 621 Shertdan Street• Port Townsend •Washington 98368
� 11
:-•....-, • 360/379.4450 • 360/379-4451 Fax
'`,...:.,_ a httP;/Mwww.cc.jefferaon.wa.ue/commdeveiopmont/
•
ormwater Calculation Worksheet
ERMINING STORMWATER MANAGEMENT REQUIREMENTS.This stOrmu+ater calculation worksheet should be
sally the proposal as'small,'Imedium,"or, completed first
n
'�9e- The atxa determines whether a 8tortttwvater Site Plash�required>n conjunction
h stand-alone stoarw Ater management permit eppllcatfon, building permit application,or other lend use approval application that
ea atormwotor review. The basic Information will also be hell for completing a Stormwator Site Plan,If required.
PkRCJ.SW—SM.SITE)
size of parcel _1 acres ae�"" An acre contains 43 580 a
�f�J COguars feet Multip(ll the acreage by this figure.
Size of parcel In square feet /G � eq/ft
-- — .� —
dlsturh/ntg activity Is any activity that results In movement of earth,or a change In the fisting soli cover(both vegetative and
hgstative) and/or the existing toll topography. Land disturbing activities Include, but are not limited to clearing, grading, titling,
elan,and compaction aesoalated with stabilization of strmium and road construction.
►VegetiffOn Is Northwest and vegetation
comprised on plant species,other than ove weeds,that are Indigenous to$i coastal region of the
ably could have been expected to nat*amlly occur on the alte. Examples Inc/ludo spades such as
ha Dr,western hemlock,western red cedar,alder,big-leaf maple,and vine maple:shrubs each as willow,elderberry,salmonbe
Jai;herbaceous plants such as sword fem,foam tower,and 11reweed. nY.
era
____ D DI Ma OF IYE A ANa.VOLU OF 91,17.j>`L
Calculate the total area to he cleared,graded,filled, Answer the following two quesdorus related to
excavated,and/or compacted for proposed development , conversion of nave vegetation:
project. include In this calculation the area to be oleered for:
Construction site for ettuoterree, 74 , Does the project convert%acres or more of
NM Does
vegetation to lawn or landaceped areas?
Drainfleid,septic tank,etc,. --- 1gAt Circler Yet
Wee,utilities,etc. - aq/ti Does the project convert 2 34 acres or more of
rrattve vegetation to
Driveway,patidng,etc. - paa3ture?
Lawn,landscaping,et - Circe: Yes_
Other compacted,urface,etc. — Kt indicate Total Volumes of Proposed:
Total Land Disturbance - .-- sq/ft Cut Fill (c fyd)
[Over]
alit Mprirmie..!armor
i.+.r2.+,14 b. S. .Gt Jbn.1(1441
k..1 L.J I ,..4 LMA, __ __
• •
rnpervlous surface Is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural condltioons
Irior to development. A hard surface area which causes water to run oll the surface in greater quantities or et an Increased rate of flow
rom the flow present under natural oondttlona prior to development. Common Impervious surfaces Include,but are not limited to root
ope,walkways, patios,driveways, parking iota or storage areas, concrete or asphalt paving,gravel roads, pecked earthen materials,
Ind oiled,macadam or other surfaces which similarly Impede the natural Infiltration of atormwater.
-
BT9RMWATER CALU -IMP O41 FAC
L't...y
Mang
seedier,*(ail roof area) _/ 6_201 150 V Structures(all roof area) scillt
Sidewalks _, Sidewalk, — ,
scirn
Pallet act ft Patios — NI
Solid Decks --_.,eont
Solid
o idoDtectkMtretiortbelow) —t>
cion
(without tnfiitratlon below)
Driveway C.)t Driveway /7 5 is m
Other sq(ft Other _ sartt
Total New 7 2S frcIllf Total Existing L3 ) 51 1411
TOTAL NEW*TOTAL EXISTING" !0 Z2- NM s amount wilt be used to Check total lotco+rorape.
.MIIIIIMIP" *101011.4, 11. VOW
The following questions will help determine whether the proposed project Is considered development or redevelopment.,
pEy.JLoPMENT v. egpEvaurentg
Divide the total ex1stina Impervious surface above by the size of the parcel and convert to a percentage: e o g 14
Does the ells have 35%or mom of axiaMg Impervious surface? Circle: Yes
FURTHER INSTRUCTIONS: If the answer Is yes, the proposal Is considered redevelopment end the attached Figure 2 should be
used to determine the applicable Minimum Requirements. If the answer Is no,the proposal is considered new development end the
-attached Figure 1 should be used At this juncture.the applicant should refer to the,eppfcable-Flow-Chert to determine
requirements.
Minimum
u.
Requirements for atormwater management. DCD staff will help verify the aleaaiflcation of the project and Me application
For proponents of 'Ismail" projects who must comply only with Minimum Requirement won Stormwater Pollution
Prevention--art additional submittal la not required. The proponent Is responsible for employing the 12 Elements to control erosion and
prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction
Stormwater Pollution Prevention (SWPP) Beat Management Practices(BMPa)Packet. Proponents of"medium"projects--theme
that must meet only Minimum Requirements #1 through #5- and for 'large" projects—thoee that must meet all"10 Minimum
Requiremenla -tom required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Ptan,
principally for rural residential projects Complete the template In the Statmwatar Site Plan Instructions and Submittal Template or
prepare a Stormwater Site Plan using the step-bystep guidance In the Sforrt'txraterManagement Manuel
APPLICANT SIGNATURE
By signing the Stormwater Calculation Wodcaheet, I as the applicant/owner attest that the information provided-herein consent of and
correct to the beat of my knowledge, I also certify that this application is being made with the full knowledge
all
owners of the p
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* Site Plan
4.
Town&Count ' Suite B•16521 Highway 99•Lynnwood,WA 98037-3161 PI ase Check After Doing Site Plan: VSeptic and drainfield gtot size Draw North Arrow in circle
__ _ Everett(425)25&ant Puyanup:(253)840-9552 Property dimensions Sewer lines n,�`levation of property
iilignimiliMIIIIIMINIIIN,ssmingiorminommew POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 Q Existing buildings cl 'Setbacks of proposed&existing buildings I�Bodies of water (11)
FAX: (425)742-4378 Toll Free: 1-800-824-9552 roposed building Q� ain road with name C�'�loorplan
11,umgriggium �� r ERA •lLT Contractor's Lic.4:TOWNCPF099LT ,��
� E Easements I.dAccess to proposed building Copes&Contours(5'increments)_ _
()milky:Our Future Depends On It.'" STet M Le- Jo.Site Address: 4' 'rT1 045 & 75T
Job Name: -
//��/��( �^ O Legal pest Pion: ,rW ,„goi1 Act_ G4- A,lir 0e- 'W N V✓A
Tax AccountH: W 4 ( 5 ��04 �
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REVISED SITE TLAN
dated 5j!(4)2 J4
Has been APPROVED, 5 I(41? *
by JEFFERSON COUNTY '
DEPT.OF CO I 1 • ITY D: : • '
�� I> sH 2 SIGNATURE: I WE
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DO NOT SIGN INCOMPLETE SITE PLAN!
Customer has verified and approved the location of the building,orientation of the building to the North,and verifies that all White-Customer Copy White-Office Copy Yellow-Accounting
utilities are shown nn this drawing in the correct location. n ��
_.- .. -- I FAD# /�