HomeMy WebLinkAboutBLD2006-00535 - CANCELLED gON coo DEPARTMENT OF COMMUNITY DEVELOPME
621 Sheridan Street,Port Townsend,WA 98368 NT
Tel:360.379.4450 I Fax:360.379.4451
Web:www.co..efferson.wa.us commum -develo merit
et E-mail:dcd(n co ieffPr
Syl NO�O
PORT LUDLOW ASSOCIATES LLC 06/26/2017
70 BREAKER LN
PORT LUDLOW, WA 98365-9766
Our records indicate your permit BLD06-00535 is expired. You have until 8/15/2017 to pay all
past complete your project before your permit is cancelled and all fees and code vesting will be forfeited. A renewal fees and
be placed on your parcel for"incomplete construction". Please consider this your final reminder. A notice to title may
We will be happy to work with you on completing P g your project when you choose finish it. Come in to our office and we will
review the cancelled building permit to see where you left off and find the quickest route possible to
a final with a certificate of occupancy. getting the building to
Thank you,
Department of Community Development.
360-379-4450
dcd@co.jefferson.wa.us
Jefferson County Code 15 05 060
(4)Expiration. Every permit issued is valid for a period of one year from the date of issuance. The
authorized to grant, in writing, one or more extensions of time, for periods of up to one year each. The
such extensions shall not exceed four calendar years in addition to the original one-year building official is
shall be issued without payment of all fees due. Each extension shall be requested in total time period for
shall be issued
without
causem for the extension s . An term of the permic Nont permit
demonstrate
emo ordinance codified in this section which has less than one building
year remaining thatwritinga and the applicant dateshall
permit is otherwise valid upon the effective of the
established by this section) will be eligible for one additional extension not to exceed one year. Any
on its last lawful extension of validity
otherwise valid upon the effective date of the ordinance codified in this section which has more than (m
on the extension(s)that can be lawfully requested with respect to that permit shall be building permit that is
extensions of one year, but in no event shall any of the four extensions that maybe one year remaining
in eaccordancextensions
s f e this pruvinion make saidh any it validhepast Decemnsrh 1 entitled it not more than four more
ineach beyond those authorized by thisk section may be granted e the building1 granted with respect extensions t such a year
20 official Addised o time tenreqes of oneh year
applicant indicating justifiable cause or hardship. 3-98§ 62 based on written request of the
(Ord. 12-12§3; Ord. §§6.20, 6.301
International Residential Code R105.5 EXPIRATIONS
Every permit issued shall become invalid unless the work authorized by such permit is commenced
its issuance, or if the work authorized by such permit is suspended or abandoned for a period of
the work is commenced. The building official is authorized to grant, in writing, one or within 180 days after
periods not more than 180 days ach. The extension shall be requested in writing180 days after the time
and justifiable cause
more extensions oftime, for a
demonstrated.
• •
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD06-00535 Received Date 09/15/2006
SITE ADDRESS: 82 EBB TIDE CT
Issue Date 10/26/2006
APPLICANT: PORT LUDLOW ASSOCIATES LLC
70 BREAKER LN PHONE: 360-437-2101
PORT LUDLOW WA 983659766
SUBDIVISION: LUDLOW COVE DIVISION 1 PHASE 2
Block: Lot: 2
PARCEL NUMBER: 968800009
Section: 17 Township: 28 N Range: 01 E
CONTRACTOR: PORT LUDLOW ASSOCIATES
PHONE: 360-437-2101
70 BREAKER LN
PORT LUDLOW WA 98365
Contractor's License: PORTLAL994L8 Expires: 5/2/2008
PROJECT DESCRIPTION: NEW SFR WITH ATTACHED GAR &A/G 120 GAL PROPANE TANK
CALL IN FOR THE REQUIRED INSPECTIONS THAT APPLY TO YOUR PROJECT.
SETBACKS:
UFFER:
Footing:
Foundation:
Stormwater FINAL Approval:
Underground Plumbing:
Underground Insulation:
Shear Wall :
Sheathing:
Framing:
Plumbing:
Propane Tank/ Lines:
Insulation:
Sheetrock:
Septic Sytem Final Approval MUST be obtained before final of structure can be attempted.
Road Approach Final Approval:
Zoning Final Approval:
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
•ILDING PERMIT APPLICATISJ ML
Revviewiew T Ty516
ype:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD06-00535 Received Date: 9/15/2006
SITE ADDRESS: EBB TIDE CT
OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: 360-437-2101
70 BREAKER LN
PORT LUDLOW WA 983659766
LUDLOW COVE DIVISION 1 PHASE 2
SUBDIVISION: Block: Lot:
PARCEL NUMBER: 968800009 Section: 17 Township: 28 N Range: 01 E
CONTRACTOR: PORT LUDLOW ASSOCIATES PHONE: 360-437-8250
70 BREAKER LN
PORT LUDLOW WA 98365
Contractor's License PORTLAL994L8 Expires 5/2/2008
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION NEW SFR WITH ATTACHED GAR & A/G 120 GAL PROPANE TANK
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW
VALUATION 327,551.00 MAIN: 2,059
CODE EDITION: 2003 ADD'L: HEAT TYPE: PRO
OCCUPANCY: HEAT BASE: 1,327 HEAT TYPE: EEE
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: OTHER:
GARAGE: 571 SHORELINE:
CONST TYPE: DECK: 450 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: SEW
WATER SYSTEM: LUDLOW
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: 3 Prop: 4
Total: 3 Total: 4
Routing Date:
L.SYOG
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $2,270.55 CJZ 09/14/06 84962
Plan Check $1,475.86 CJZ 09/14/06 84962
State Building Code $4.50 CJZ 09/14/06 84962
Potable Water Application $55.00 CJZ 09/14/06 84962 t �' o`K02006
Total: $3,805.91
+,¢,SON cod •JEFFERS ,OUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
-� 621 Sheridan Street• Port Townsend Wash
ington 98368 -
iPz> 360/379-4450 • 360/379-4451 Fax
��qs, �O� www.co.jefferson.wa.us/commdevelop t 'In
4xrr� 1 4 4�j1)
Master Permit Application MLA: Qlo _ 5
Project Description(include separate sheets as necessary):
Atedu �� � z i J res/de/x-e, a
. w/Q 'c 4 rrafe.
'
Tax Parcel qrn a Prope •
Number: t(.9, D De Size: 12.r quo
Site Address and/or Directions to Property: s 7 W (td 4 (r
Property Owner(s)of Record: Pert hpp�/Dw )9, soe,Q'2124- LL C
Telephone: (36 0) Sri 7' 210J 'Fax (mo o)y„3 - 2$2 2 email:
Mailing Address: 70 /3r, er �,ie, Are w, we 963GS
Applicant/Agent(if different from owner): A1/R
Telephone: Fax:
email:
Mailing Address:
What kind of Permit?(Check each box that applies)
/Building Ll Variance(Minor,Major or Reasonable Economic Use)
O Demolition Permit []Conditional Use[C(a), C(d),or CI**
ti(Single Family 1 Discretionary"D"or Unnamed Use Classification
le/Garage(Attached)Detached Special Use(Essential Public Facilities)**
U Manufactured Home a Boundary Line Adjustment
❑ Modular 13 Short Plat**
❑Commercial* t 7 Binding Site Plan**
❑ Change of Use U Long Plat**
❑Address 11 Road Approach [] Planned Rural Residential Development(PRRD)Amendrnents**
.Propane [] Plat Vacation/Alteration"*
❑Allowed"Yes"Use Consistency Analysis [I Shoreline Master Program Exemption/Permit Revisions**
❑ Stormwater Management [l Shoreline Management Substantial Development**
❑ Site Plan Approval Advance Determination(SPAAD)* CI Shoreline Management Variance
❑Temporary Use CI Comprehensive Plan/UDC/Land Use District Map Amendment
❑Wireless Telecommunication* CI Jefferson County Shoreline Master Program Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium
*May require a Pre—Application Conference **Requires a Pre-Application Conference
Please identify any other local,state or federal permits required for this proposal, if known:
I hereby designate DESIGNATION OF AGENT
��� to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date: ;A V/oh
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 It's 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 attomey'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.Access and right of entry to this property shall be requested and shall occur only during regular business
hours. 7*� pp Signature: \A,-( ,}.Sir L � /
Date: �j! 2 I//06
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 responsibili or d eeng to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: \4-11t s. Date: ' y/p[
G:\PemmtCenter\FORMS\DRD FORMS\Master Pemut Application 7-8-04.doc
08/25/2006 15: 14 360379445 JEFF CO PERMITCEHTER PAGE 03/03
OS'4/2ono 1i.;10 FAX 3d043723 FORT LUDLOW ASSOCIATES II,/C PERII[IT CENTER Phi UUS
OWNER BUILDER STATEMENT •
The signer-of this otatement does hereby certify that they are the Owners of the parcel referenced herein,Uwit they are not Ireemsad aond'reetors and that
they will tub assuming the responsibility of the General Contractor for the proposed project,
Vonsture: - Date-
GENERALLU \o
RAC7dR OR MANUFACTURED HOME INSTALLER: Pl•IGNE; FAx:
t' W i S iA.f,S.1-L .C�—_ ( taps Z-lit L (3e o) 7
HItAILINGADDt;E33: '7p 1,Qr 'Q�� !' MAIL:
CoNTIZAcTort's LICENSE, - X ,-$a SWAINS
NUMNNR: ? c L L qq-g NUMBER •
ARCHITEcrlENDINITA: "14 PFrot•!E ( ) FAx:( )
MAILINGADDRpSS: - EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
1 New Wood Exi3ting: - t Sewer
CI Addition 0 Steel Proposed: !/ Bank Community System
t:I Alteration/Remodel 0 Concrete Total: 'ii _ Height D Individual System
Cl Repafr 0 Masonry STEP Permit tot
u Demolition ❑ Other. Bedrooms: Water Supply:
Existing: Setback: 0 Private well ❑ Two Party
Type of Hent• Proposed: _ a [Public
__
Total: 3-, Name of System:O f 4 JL
if this Isis Commercial Project_YouJIW_StaitswertN1f011owtnq:
Number of Parking Spocer: Cunept Prvposeti:., Number of A Parking Spaces;
Nurnbnr of occupants(Includes owncrq,tenants,employees,eto) Current Proposed
II C Occupancy: IBC Type,of construction: Will you have Food Service? Yes / No
!LOIS.is 4 Propane Tankau:d(or Appliance Instalintion permit,mark&Dims bcl4W that apply;
f UndArriround Tank I bovo around'fAAIi� V" Slze of Propane Tank: 1. 9(�,1 t
•
I Heat Stove 1 Cook stove i Woodstove )(Fireplace insert I Hot Water Tank i Pellet tove I Other
IQ this a,pllance being In_stAO.d in kN1.at)tl ltttured/Mobile Home? Yes i No
When applying fora permit tn Install a propene tank your must also submit a site plan showing all of the buildings,,allproperty
Ines,turf(location and size,dist'erns from the propane tank to nil property lInes,buildings and sOpt/c system components,
including the reserve area. _-
Square Footage ;#tit �+iVi''.:290 i 1pr�, ii'*.`,r, , ?ieg }t'' �� . . _.
Main Floor Current Proposed _ I(;'„` „� `�tit+1;i�.iWii i''i1I ,YAW Otltii {:,,t ''le
zNr,Finer '-"7 121'3%. liri,yi i�11,tiailil0 44, ; "n 12 qii;i.ti �.e1�.,, . ik,
3 Floor, T ' t : . � Jk n ,� '',It :Piiiiri 1".•,e of stir 7U.
r.✓„'1.�5,,Ify' q I�r,' n4„ ,pin.�� ,i,, !t, 'i Ti � },,
w���Jq.$t:l)io"tSl`i I'}1'.'151�t�:m�����'JJIILlI,t { i 4.'VAC��I`;i di t14�Ri I �'
Mezzanine: - 1 p� �, 1C Vey e3'7f1F'�24r■F"t�ii'i"1 t r "m'�eA'a 1P't�"1
r 4mila�r��;( �t 7i.,r1f I6tF�nli,r ''u3 t iftrli C. R",^!j '' ' 4 1 5.8(7 `"
Hr1t2d Basement .-r`.,.�j q R;;ra ���,,.�r:j �. ,,,�s, sir:wwx,,try �i. I;���''I` � xi'
Unheated Basement \ ✓;71 I Isis !Ol 1 i' 0Fi'l!':ii fit{i A,_...,:,ti' , ?%I'f'''*1 k,,, 'At Il'i 1, "5C� 4
nt :i•7 )..''';ti:ii! :Wrili+hytrf ii074 ut� +''4 i� ! �' 31
Other Unheated "" t r e):il.�,.,lie i, . f i a it,'
a.l1 11;Irlif V?:1;' l k ri l,gtri,vrl t VO,Ij A,;fir 1 ,-.
C,arage/Cerpo ' t,_1 ;!:>; I it .` <'�Li4 di �� ' l` ' L n
1 p i'', �) ^„rry '414 ' y.,.lA Ilt ',it r'y 'I,�4�yy •, '' 'rit �t 1 ,4,
Decks {J { 13 iis4. i i swjdl t 'i i Iggps i;r fp1j� f yl' r'���"■{fir," 'j; •ll tsrl 14 F - 1 ^',
Cks V�O t 006�� i ' to ll 1 i'R,rhl�,, n'G.F?,.',.!,.:: �,yy'���i, •1'�.Tr: d I■Q C1�(0 r
Ot r j (oOK�?{ .. v. 'er}l y�'r . ';;, Gdtt>+nA t' :, T v 1 1,K�� i,,
• o�ti ,nil �' _ia" a ; - • ,'t: , NI, ', ,i' i ,ii:t17 ',,, ,a'3iI �1,!,•,Iri , GI 8 1(0a
.ST REQUi D) • 1' } ,1,{� I )' r t r, 1 „a:• I i,
EST Im111ATED co ( RE 1:,'h,'�'�l,IlY,if it t�s , Ir,'.`c d,,,1 su
market value cif WI labor and rrIvtInk71s feu,, r .�r 'I, !r .',1h Ai Q ]
•Far� tYcir7bifn�Sh ,�•tif 9 1 � !:::1;,.;'.../'�.,, 'I'',fth,�`,�1' ,,`E+`,y�'�,�ni,?lt gllt{ti''I {.���',I �„_
//J� to ri'ib '1's ' ;i I�j ,.:i ;,.r
�f +�■..�... '�i Fi f'.t: 'd �.P sY�'�'e.r'i,'li'�;i 1, :M'.'yf: ijF���'r " /yam
fit (1{�tM :l, v J�
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r'\Docaronnn:and Setrinp:\mach7l\,1:%tlktop\Master Pcrmir Ape liettti0n 7-t-O4.4loc S 'P 1 4 ;
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•
•
SPECIAL CONDITIONS FOR CASE A BLD06-00535
1.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ:
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds
and/or other approved means and allowed to be released to the soil slowly.
2. Water collected from Storm water and roof catchments may be used for watering
lawns and gardens. Unless catchment water has been treated to meet drinking water
standards, there shall be no cross connections allowed between the potable supply and
impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns
and/or gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3)
gallons per minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower
restrictors and other water saving plumbing fixtures.
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation).
Please NOTE that the above listed measures are not intended to be exhaustive, but rather
is intended to be illustrative of the types of water conservation measures.
2.) MANDATORY MEASURES FOR COASTAL SIPZ:
1. For proof of potable water on a building permit application, applicant must utilize
DOH-approved public water system if available.
2. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water or an individual well may be used as proof of potable water subject to the
following requirement:
a. Chloride concentration of a laboratory-certified well water sample submitted with
building permit application.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
3.) The project shall adhere to the Best Management Practices (BMPs) 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.
4.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
5.) Per the Notice to Purchasers on the Final Plat, "Mechanical apparatus rather then
chemicals, shall be used for brush clearing maintenance wherever practicable. Herbicides
used for maintenance along roads and drainage systems shall follow the performance
standard outlined under"Chemical Application" of the"Forest Management" Section of the
Jefferson County Shoreline Management Master Program.
6.) Per the Notice to Purchasers on the Final Plat, "Truck Route and Work Hour Restrictions -
Construction within this plat is subject to Truck Route and Work Hour Restrictions. All
construction activity shall be conducted between the hours of 7 AM to 6 PM Monday
through Friday and 8 AM to 5 PM on Saturdays".
• •
7.) Per the Notice to Purchasers on the Final Plat, lot owners shall be aware that Jefferson
County has approved the Ludlow Cove Archeological Resources and Traditional Cultural
Places Assessments (Dated 6/30/03) and should be aware of the contents of said report.
As delineated in the field by orange painted 1"x 2"stakes. No earth disturbing activity
shall be allowed in sensitive areas unless witnessed by Larson
Anthropological/Archeological Services (LAAS). Approved Construction Drawings
designate this area as a Sensitive Area rather than "Shell Midden" in compliance with
State Law (See Special Note#1 on Sheet 5 of the Approved Construction Drawings). No
earth disturbing activity is allowed within the sensitive area unless witnessed by Larson
Anthropological/Archeological Services (LAAS). In the event Archeological items are
discovered during construction, builders and lot owners shall observe the following
protocol: Stop Work. Do not further disturb the area or remove any materials there from.
Notify immediately the Jefferson County Director of Community Development
360-379-4450. The Director of Community Development will immediately notify the
Washington State Office of Archeology and Historic Preservation (OAHP)(306-407-0752).
Protect the area from vandals and collectors. Obtain services of a qualified archeologist to
evaluate the site and make recommendations for further work in the area. If further
excavation or disturbance of the site is necessary, obtain the appropriate permit from the
OAHP. Proceed only in compliance with the terms and conditions of said permit.
8.) Buffers shall remain naturally vegetated. Where buffer disturbance occurred during
construction replanting with native vegetation shall be required. Minor pruning of
vegetation to enhance views may be permitted on a case-by-case basis with prior
approval by the Jefferson County Department of Community Development.
9.) The building height is not to exceed 35 feet.
10.) Call Jefferson County Permit Center, Development Review Division for inspection of
erosion control measures. (360) 379-4463
11.) 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.
12.) Construction of structures on these residential lots are subject to the following setbacks:
A) minimum front yard setback shall be 20-ft from edge of Ebb Tide Court Right-of-Way,
B) minimum side & rear setbacks shall be 5-ft, C) minimum shoreline setback shall be
30-ft from OHWM or 30-ft from top of bank if bank height exceeds 10-ft, and D) maximum
impervious surface on any lot, shall not exceed 45 percent.
13.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
14.) The minimum shoreline setback shall be 30-ft from OHWM or 30-ft from top of bank, if
bank height exceeds 10-ft.
Per Notice to Purchasers on the Final Plat, appurtenant structures such as decks, sheds
and stairways shall be located landward of the OHWM,
15.) All noise emitting machinery that cannot in any other way operate below the maximum
permitted noise level shall be housed in a sound-attenuating structure.
16.) 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.
17.) Motor vehicle parking between new structures and the ordinary high water mark (OHWM)
is prohibited.
18.) Per the Notice of Purchaser on the Final Plat, no fence, wall, hedge or barrier greater than
42-inches in height shall be placed or enlarged nearer to the water than the building set
back line (BSBL). No fence, wall or similar structure shall be placed waterward of the
ordinary high water mark (OHWM).
411
•
19.) Geotechnical report('Report) dated 3/22/95, prepared by GeoEingeers, Inc. has been
prepared for this plat, A copy of the report has been in the file for this project in the office
of the Jefferson County Department of Community Development. The report contains
information and recommendations relating to site work, construction activity and related
matters associated with soils and slope staiblity. All construction and clearing activities on
any lot within the plat shall either(1) comply with the recommendation set forth in the
report: or(2) comply with the recommendations of an alternative geotechnical/engineering
report. In the event an alternative geotechnical/engineering report is proposed, then prior
to commencement of any land-disturbing or construction activities on any lot and prior to
the issuance of any building permit, the alternative report shall be prepared by a licensed
geotechnical engineer, a professional geologist, or a licensed professional engineer
knowledgeable in the regional conditions with professional experience in landslide,
erosion, or seismic hazard evaluation and submitted to the Department of Community
Development- Development Review Division. The geotechnical/engineering report shall
illustrate the exact location of all proposed residential foundations, reinforcements, rock
walls, etc., based on the recommendations of the report. An inspector working under the
supervision of a licensed engineer shall be on the site during subgrade preparation.
20.) Herbicides used for maintenance along roads and drainage systems shall follow the
performance standard outlined under'Chemical Application'of the Forest Management'
Section of the Jefferson County Shoreline Management Master Program.
21.) 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 autormobile 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 requriements 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.
22.) A Small Parcel Erosion and Sediment Control Plan Erosion and Sediment Control
Worksheet 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.
During construction, the applicant has proposed the use of silt fencing and straw to control
sediments and stabilize soils. Restoration will be through landscaping.
23.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
24.) Per MPR Code Section 3.17, Accessory Dwelling Units (ADU's) shall not be allowed in the
MPR-SF Zone.
I:\F_B LD_Perm it_Buildng.rpt 10/29/19
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.• -ter IT 621 Sheridan Street • Port Townsend • Washington 98368 I
360/379 4450 • 360/379 4451 Fax11A. BLD
http://www.co.jefferson.wa.us/commdevelopment/ _'
0 6 - 0 5 3 5
Stormwater Calculation Worksheet JEFFERSON
��Ap COUNTY or
MLA# i t- -5(4 PROJECT/APPLICANT NAME: ?O - L L IOI.3 VAS sect cd.k,S
DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first
to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction
with a stand-alone stormwater management permit application, building permit application, or other land use approval application that
involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required.
^� PARCEL SIZE(I.E.,SITE)
Size of parcel •O`, 9 acres ( An acre contains 43,560 square feet. Multiply the acreage by this figure.
Size of parcel in square feet la 1400 sq/ft
Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and
non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling,
excavation, and compaction associated with stabilization of structures and road construction.
Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the
Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as
Douglas fir,western hemlock, western red cedar,alder, big-leaf maple, and vine maple;shrubs such as willow, elderberry, salmonberry,
and salal;herbaceous plants such as sword fern,foam flower,and fireweed.
LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL
Calculate the total area to be cleared, graded, filled, Answer the following two questions related to
excavated,and/or compacted for proposed development conversion of native vegetation:
project. Include in this calculation the area to be cleared for:
n C��1�V Does the project convert'/.acres or more of
Construction site for structures d sq/ft native vegetation to lawn or landscaped areas?
Drainfield,septic tank,etc. —� sq/ft Circle: Yes CO
Well,utilities,etc. 50 sq/ft Does the project convert 2'/z acres or more of
O native vegetation to pasture?
Driveway, parking, etc.__12). sq/ft
cal \ Circle: Yes No
Lawn, landscaping, etc. tAtA sq/ft
—,----
Other compacted surface,etc.
sq/ft Indicate Total Volumes of Proposed:�7
Total Land Disturbance `�9 sq/ft Cut ' p O♦ f1 J(��(
yd)
r
1tR PLAN
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stormwater calc worksheel.doc-REV.10/12/2003
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JEFFRS N C(}(iT Y 1 ,
• •
Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions
prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow
from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof
tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials,
and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater.
STORMWATER CALULATIONS—IMPERVIOUS SURFACE
r _
NEW EXISTING "!/
p Ifi '1.,_
Structures(all roof area) Qb 30 sq/ft Structures(all ro f'area) — sq%ft
Sidewalks 4) b sq/ft Sidewalks ! F 1 4 "mr,r, sq/ft
Patios 24q.b sq/ft Patios
sgft
Solid Decks sq/ft Solid Decks sq/ft
(without infiltration below) (without infiltration below)
Driveway —I tO sq/ft Driveway sq/ft
Other sq/ft Other
/
sq/ft
Total New ID(Q�Q sq/ft Total Existing sq
TOTAL NEW+TOTAL EXISTING* (l.Q9,D sq/ft This amount will be used to check total lot coverage.
The following questions will help determine whether the proposed project is considered development or redevelopment.
DEVELOPMENT v. REDEVELOPMENT
Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 0
Does the site have 35%or more of existing impervious surface? Circle: Yes No
FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be
used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the
attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum
Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements.
For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution
Prevention—an additional submittal is 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) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those
that must meet only Minimum Requirements #1 through #5—and for large" projects—those that must meet all 10 Minimum
Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan,
principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or
prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual.
APPLICANT SIGNATURE ofpwr ref. r
By signing the Stormwater Calculation 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.
���\`7 �'`�+, °� .._, .?FFFEHSON cal ''T'
(LANDOWNER OR AUTHo\2Ep REPRESENTATIVE SIGNATURE) 2-4 la,
(DATE
',iu ) !v t IUF 4 tct t rS Gp 1
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stormwater calc worksheerdoc-REV.10/12/2003
2
i •
JEFFERSON COUNTY
STORMWATER MANAGEMENT
SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL WORKSHEET
Property Owner: Port Ludlow Associates Telephone: 437-2101
Address: 70 Breaker Lane, Port Ludlow, WA 98365
Assessor's Parcel Number:
Building Permit or Septic Permit Application Number(if applicable):
Brief Project Description: New Single Family Residence W/ attached garage.
Site Location:
Person Responsible for BMP Installation and Maintenance:
Address: Same as above
} Telephone:Same as above
1. Describe/check the Best Management Practices (BMPs) that you will implement during land
disturbing activities or construction to control erosion and prevent sediment from entering water
bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or
roads. Please check the measures you plan to implement and show their approximate location on
the site plan. You may also propose measures other than those listed. Attach additional sheets,if
more space is required.
[] Stabilize construction access route. Limit construction vehicles to one route, if feasible.
Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock
to minimize tracking sediment onto roads. (See attached illustration from Stormwater
Management Manual.) If sediment is transported onto roads, they will be cleaned
thoroughly.
[] Minimize the extent of land disturbing activity and preserve existing vegetation.
Preserve buffers of well-established vegetation between disturbed areas and property
boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife
habitat areas,landslide or erosion hazard area,etc.).
PERM RED
SPESC Instructions—Short Form
Revised July 17,2002 0 6 5 3 5
3 0
JEFFERSON COUNTY OC
•
•
i
EROSION
AND SEDIMENT CONTROL WO) SHEET -P_7
[) Phase clearing so that only areas that are actively being worked are
[) Start and complete land disturbinguncovered.
and September 30. activities and stabilize the site between April 1
plant cover or be landscaped minimize that disturbed areas will have well-established
erosion.
[>1 Stabilize exposed soil Exposed and unworked soil will be covered within
October 1 and
March 31 and within 7 days between April 2 days between
1 and September 30.
[ ) Cover exposed soil with a
approved for this minimum of 2 inches of straw or hay or other
purpose. material
[] Cover soil stockpiles with plastic sheeting and locate away from water b
and property lines.
[] Place bodies, roads,
preparation. base on roads,driveways,and parking areas after clearing and subgrade
[4 Protect adjacent properties and water bodies from sediment
[] Place straw or hay bales in ditches and drainages dep
ope fro
io areas
of land disturbing activity ways down slope to filter runoff before it leaves the project site or enters
water bodies.(See attached illustrations from Stormwater
[) Install a filter fence down slope from areas of land disturbing ement Manual.)
f before ito leaves the turbing activity
ater Project site or enters water bodies. (See attached illustration from
Mana meat Manual.)
[X Regularly inspect and maintain all BMPs especially after storms eve
[] Describe other erosion and sediment control Best Management P nts
as to design and specifications. Practices. Be specific
•
•
measures will be sufficient,
above
PERMIT # BID
SPESC Instructions—Short Form Q Revised July 17,2002
4 JEFFERSON COUNTY OCP
4
EROSION AND SEDIMENT CONTROL WORKSHEET
2. Describe how disturbed areas will be permanently stabilized(seeded, landscaped,apply gravel base
to roadways,etc.)
Areas that are distrubed will be landscaped with natural
type vegetation and lawn to property line
3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to
infiltrate,dry well,infiltration trench,route runoff to existing drainage facilities,etc.).
All impervious surfaces will he run to roof drains and
catch basins as designed into the plat requirements.
PERMIT # 81.0
06 - Q535
JEFFERSON COUNTS Pry
SPESC Instructions—Short Form
Revised July 17,2002
5
• •
fl
EROSION AND SEDIMENT CONTROL WORKSHEET 1-
4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing
and grading, construction, installation of drainage facilities, landscaping, etc.) and Best
Management Practices.Describe proposed maintenance of BMPs.
After excavation the soil piles will be covered and silt
fence will be installed. Silt fence will be left in
place until we are ready to landscape and all roof drains/
catch basins are in. Landscaping will be installed as
early as possible on the exterior of the building when
all exterior concrete work is completed.,t( ,
The Best Management Practices proposed above will be implemented to control erosion, sediment, and
stonnwater runoff. I will notify the Jefferson County for inspections as required.
Signature of Owner/Agent Date
PERMIT # BLD
0 6 - 0 5 3 5
JEFFERSON COUNT" �
SPESC Instructions—Short Form
Revised July 17,2002
6
Elm
2'-O" I. 12'-O" 2'-8" -
�0
/'t COVERED
41_O,1 WOOD
41_^b 4 • Y f
//�il � �t, .,• I llii p I ry
OPEN
WOOD
DECK ' 2°6'
I = � i TEMP
DINING LIVING ��--� 1it- ' -
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U-
111
OPTIONAL COVERED DECK AT LNWC i' I
SCALE 1/4" = 1'-0" I 1 dl
ELEVATION A
( � n
i I �
GREENHOUSE
i nll
- r
:
FIELD VERIFY
SILL HEIGHT
rI/
MAIN LEVEL FLOOR PLAN
SCALE 1/4" = 1'-0"
I
b
r=_-�
J I I L_J -------_-_-_-_-----------
56" H16H I OPTIONAL I I I OPTIONAL I
WOOD GUARDRAIL I COVERED g I I PECK I
A AS REQUIRED BY I PECK
5,4 51TE CONDITIONS 5.4 I I I
-71_6" -. 41-8_F 4 -011 1 4 -0" 4,L_g
I WOOD 12626 FG O/ 5066 FG O/ 26b F H iO/ I I i I
266 5H 5060 5H 21510 _ 1
- DECK I
IL
26601ISH 406d 5H 26610 H
60Do 560 2060 F6 I ---�
> TEMP TEMP SLIDING GLASS DOOR
WITH 51DELITE NINP(O? S v
BUILT-IN / I IAT OPTIONAL DECK 5026 FG ABOVE I CABINET AND ( 25 I 5026 FG ABOVE m
MEDIA NICHE
(� 6'-b LIVING
I 1----- I VOL. I I I I
I 1 GLG. ! O r• I I'
I r 5 1 MASTER III--O
DINING ul I BEDROOM' I
VOL.I I I VOL. GL6 ; I
GLG. I� 4s
I
1 11
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i I I n LT
BREAK
I ® q'-O" I FLOORING - LINE // O
BREAK
1 LINE m
0
0
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:::::::::::SELF
TIGHT FITTING
CLOSING
• MIN RATED
DOOR A55EMBLY
10" 51_61. 1011
KITCHEN
10'-I" GLG
b
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118.-5" GLG
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REFERENCE NOTES
I.
2.
5.
4,
DOUBLE SINK WITH 6ARBA6E DISPOSAL
015HAA5HER
30" DOHNORAFT GOOKTOP
VENT TO OUT51OF AIR
REFRIGERATOR SPACE (3q" CLEAR NIDTH U.N.0)
NV REOE55ED 5TUB-OUT FOR ICE MAKER
5.
30" BUILT-IN DOUBLE OVEN
6.
-1.
PANTRY N/ ADJ. SHELVES
DESK
6.
MICRONAVE ABOVE
q.
OPTIONAL 12" HIDE TRASH COMPACTOR
10.
52" x 60" (1) PIECE FIBERGLA55 TUB/ 5HOHER
N/ CURTAIN ROD
-- -
II,
PRE-GA5T SHOWER PAN KITH 5HATTERPROOF
lil
ENCLOSURE AT 6-0" A.F.F. (MIN.)
CERAMIC TILE WAINSCOT AT 6-8" ABV FFL
n�
12.
ONE (1) PIECE FIBER&LA55 TUB ("LA500" - a2603CTH)
ff
13.
NOT USED
14.
NOT USED
15.
VANITY
16.
WASHER SPACE - PROVIDE RECE55ED
VALVE AND DRAIN BOX
17,
DRYER SPACE - PROVIDE VENT TO
OUTSIDE AIR
18.
LAUNDRY SINK -
Iq.
5/8" TYPE 'X' GYP. BD. AT ALL HALLS AND
ALL VERTICAL SUPPORTING ELEMENTS OF THE
O
GARAGE GEILIN6.
PROVIDE 2-LAYER5 OF 5/5" TYPE-X GYPSUM BOARD
m
TO THE BOTTOM CHORD OF ROOF TRUSSES FOR OCCUPANCY
-
SEPARATION BETWEEN DHELLIN6 AND THE GARAGE.
I
20.
HEAT PUMP
i21
3" VIA. X 50" HIGH 6ALV. BUMPER PIPE, FILL Al CONCRETE
22.
WATER HEATER ON 18" HIGH PLATFORM
Yi/ PRESSURE RELIEF VALVE.
PROVIDE G.I. PAN UNDER HATER HEATER.
25.
FORGED AIR UNIT ON 15" HIGH PLATFORM
24.
NOT USED
25.
T.V. NICHE (SEE INTERIOR ELEVATIONS)
26,
SINGLE POLE H/ SINGLE SHELF
27.
DOUBLE POLE W/ SINGLE SHELF
28.
NOT USED
2q.
LINEN - (SEE INTERIOR ELEVATIONS)
'F
15
1
30. NOT USED
IIJ
8 _O
-1 U)
31. NOT U5ED
_O
QOO I A �'
0,
Z p
52. NOT USED
pO
ry Q in Z
0 p
%
m
55. NOT USED
WL
W M
ry
54. SOFFIT ABOVE
D
(a N =
55. LINE OF GEILIN6 ABOVE
_ ll1
N
`q
0
56. LINE OF FLOOR ABOVE
_
IZ
❑
ifl
m
31 NOT USED
w
ry
l] X
og
38. 22" X 50" ATTIC AOCE55
�t X XD
301. 24" x 201" GRANL SPACE ACCESS
ry
m
ry
40, NOT USED
_
z �-'Ik-
MSTR
>r
41. NOT USED
�q BATH 19
42• NOT USED
43. 4211 PREFABRICATED 6A5 ONLY FIREPI-AGE
I- 'u O 10'-I" GLG
MODEL a 8000TVFL "HEAT-N-6L0"
550�0 MIRROR OPT
INSTALL PER MANUFACTURERS SPECIFICATIONS
51 IqG
_
44. LINE OF RAISED HEARTH
45. LINE GF DORMER AEsOVE
-
2 -O
-
j
FLOOR PLAN KEY
W C
�- j
II I2 10'-I'i CL67 261
°'
2 X 4 STUDS AT Ib" O.G. MAX
'
U.N.O. ON STRUCTURAL DRAWING5
I
2 X 6 STUDS AT 16" O.G. MAX
ip
1
U.N.O. ON STRUCTURAL DRAHIN65
l i i I
/; ; ! SOFFIT OR DROP CEILING
271
-
GYPSUM BOARD OVER 1/2" PLYHOOD SHELF
OR SPANDREL
0
1636 SH
4 -3
FLOOR PLAN NOTES
I
I. ALL HINDOH5 TO BE WHITE VINYL, "MIL&ARD"
�i
111
ry,
AND DUAL GLAZED
2. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUD
3. WINDOH5 LOCATED IN FRAMED OPENINGS SHALL BE
CENTERED ON OPENING, U.N.O.
I In
4. PROVIDE EMERGENCY EXIT DOOR OR WINDOA FROM
I
TAPERED
BASEMENT AND/OR 5LEEPIN6 ROOMS. NET CLEAR
COLUMN SEE
HINDON OPENING AREA SHALL BE NOT LESS THAN
1'-4"
I
ELEVATION
5.7 SQ. FT. (821 SQ. IN). MIN. NET WINDOW OPENING
HEIGHT DIMENSION, 24" CLEAR; MIN. NET OPENING
HIDTH DIMENSION, 20" CLEAR. FINISHED SILL
HE16HT MAXIMUM 44" ABOVE THE FLOOR.
NBC SECTION 310.4)
5. HALL COVERING SHALL BE CEMENT PLASTER, TILE
.-Ill'
5"
OR APPROVED EQUAL TO 70" MIN. ABOVE DRAIN AT
SHOWER OR TUB N/5HONER.N.B.G. 807.1.3 AND 2512)
6. PROVIDE BACK -DRAFT DAMPERS AT DRYER VENT,
I
HOOD VENT AND EXHAUST FAN5.(U M.G. 504.3)
7. ALL ARCHED SOFFITS HAVE A TOP OF ARCH AT V-b"
m
AND A SPRING LINE AT 6-0", U.N.O.
B. ALL EXTERIOR HALLS AT HOUSE AND HOUSE TO
GARAGE ARE 2x6 STUDS AT Ib" O.G. (U.N.O.) N/
R-Iq BATT INSULATION.
q. EXTERIOR HALLS AT GARAGE ARE 2x4 STU125 AT
In
16" O.G. (U.N.O.)
WPDOW CAM OAFS:
6016 F6 O/ INDICATES UPPER WINDOW
6050 5L SEPARATED BY LOI^ER WINDOW
BY TRANSOM
i
PLAN 51A
AREA CALCULATIONS
MAIN LEVEL: 2,05a 50.FT.
LOYVER LEVEL: 1,52-1 50.FT.
TOTAL LIVING AREA: 5,556 50.FT.
2 GAR GARAGE: 571 50.FT.
COVERED ENTRY PORCH: 50,FT.
COVERED PATI5 QI 50.1=T.
OPTION5:
5 GAR GARAGE: 762 50.FT.
q'-4" 7-0" COVERED PATIO AT BA5EMENT 156 50.FT.
COVERED DECK AT LIVING: 1341 50.FT.
SEAL:
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REGISTEP,ED
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LELAN.D
D. IVERSQN
STATE OF WASHINGTON
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FILE NAME: gOOIA5.2.01,NG
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JOB NUMBER:
041gD
DATE: 7-14-06
5HEET No.
A5*291