HomeMy WebLinkAboutBLD2005-00609 •
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD05-00609 Received Date 09/21/2005
SITE ADDRESS: 80 DICKEY ST Issue Date 10/12/2005
PORT LUDLOW, 98365
APPLICANT: CHRIS K BERG PHONE: 360-698-1000 EX
2916 NW BUCKLIN HILL RD
SILVERDALE WA 983838514
SUBDIVISION: TRAILS END 2ND ADDITION Block: 12 Lot: 13-14
PARCEL NUMBER: 950101209 Section: 16 Township: 27 N Range: 01 E
CONTRACTOR: LUMBERMENS HOMES PHONE: 360-692-5511
P.O. BOX 776
SILVERDALE WA 98383
Contractor's License: LUMBEH*011JK Expires: 5/1/2006
PROJECT DESCRIPTION: NSFR
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 (If not on sewer):
Road Approach Final Approval:
Zoning Final Approval:
Final/Occupancy Approval: CAS e,e
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
lit
UILDING PERMIT APPLICAIQN ML Ty 567
Review Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD05-00609 Received Date: 9/22/2005
SITE ADDRESS: 80 DICKEY ST
PORT LUDLOW, 98365
OWNER: CHRIS K BERG PHONE: 360-698-1000 EXT 1�
2916 NW BUCKLIN HILL RD
SILVERDALE WA 983838514
TRAILS END 2ND ADDITION
SUBDIVISION: Block: 12 Lot: 13-14
PARCEL NUMBER: 950101209 Section: 16 Township: 27 N Range: 01 E
CONTRACTOR: LUMBERMENS HOMES PHONE: 360-692-5511
P.O. BOX 776
SILVERDALE WA 98383
Contractor's License LUMBEH*011JK Expires 5/1/2006
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOI NSFR
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 768
VALUATION 75,804.00 ADD'L: HEAT TYPE:
CODE EDITION: 2003 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: # OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: BRIDGEHVN
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 1 Prop: 1
Total: 1 Total: 1
Routing Date:
Type Amount Paid Bv: Date: Receipt: Approved/Date
Permit $170.75 SLE 09/21/05 76637 APPROVED
Plan Check $536.74 SLE 09/21/05 76637
State Building Code $4.50 SLE 09/21/05 76637 OCT 1 . 2005
Total: $711.99
efferson County Planning
&$u. tment
Rine R2rv4C) S A-
SPECIAL CONDITIONS FOR APE A BLD05-00609
1.) MINIMUM 54 FOOT SETBACK REQUIRED FROM NW CORNER OF HOUSE TO N
PROPERTY LINE FOR RESERVE DRAINFIELD AREA.
2.) EXISTING MANUFACTURED HOME/MOBILE HOME MUST BE REMOVED FROM THIS
PARCEL PRIOR TO THE FINAL INSPECTION/CERTIFICATE OF OCCUPANCY.
3.) 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.
4.) 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.
5.) 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."
6.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
7.) 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.
8.) 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.
9.) 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.
10.) MANDATORY MEASURES OF HIGH 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.
11.) MANDATORY MEASURES At HIGH RISK 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 requirements:
a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106
for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC
173-160-171 (i.e., within 100 feet of a groundwater source showing chloride
concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an
existing or proposed groundwater well not subject to an Ecology variance, applicant must
provide evidence through a hydrogeologic assessment(relevant components of an
Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the
subject aquifer will not be degraded by the proposed use of well.
b. Installation of a flow meter.
c. On-going well monitoring for chloride concentration.
d. Submittal of flow and chloride data to the County per monitoring program.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
12.) 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.
13.) An engineered stormwater plan prepared by JB Engineering 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 engineer of record to arrange a schedule to inspect the property for plan
compliance. A Certificate of Occupancy will not be issued until the engineer of record
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.
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.) Pre-existing legal lots of record less than one acre in size in Rural Residential districts are
subject to the stormwater requirements in UDC Section 6.7 and must meet the "Area of
Impervious Surface Coverage"to the maximum extent practicable as determined by the
Administrator." Lot coverage is defined as amount of impervious surface, which includes
rooftops, driveways, concrete, etc.
17.) The building height is not to exceed 35 feet.
18.) Setback from Dickey St. right-of-way is no less than 20 ft., side and rear setbacks are no
less than 5 ft. If an environmentally sensitive area (ESA) is present, then the more
restrictive setback shall apply.
19.) 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.
20.) 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.
•
21.) Stormwater shall be retained and infiltrated on site. The owner shall control all
sedimentation and erosion on the property.
22.) A minimum of two (2) on-site parking spaces is required for the single-family residence.
23.) All recommendations from the geotechnical report prepared by Craig K. White dated
February 10, 2005 and the supplemental letter from Craig K. White dated July 10, 2005
shall be followed.
The recommendations as written in the geotechnical report are:
1) It is recommended that a minimum setback distance of 30 feet from the top of the slope
(upper edge of the rock wall) be observed for the bearing walls of the primary residence
structure. Porches decks, which are not an integral part of the main structure may be
placed as close as 15 feet from the top of the slope. Within this 15-foot setback distance,
we also recommend that a natural vegetation buffer be created within which the growth of
deep-rooting plants should be encouraged.
2)An effective water-collection system (gutters and downspouts) should be installed on all
structures with water tightlined into the natural drainage swale near the base of the slope.
Buried portions of all new tightlines should utilize 4-or 6-inch, smoothwall, sewer/drain
pipe, tightly cemented at the joints. Efforts should also be made to determine the natured
of the drain system already in place in the area of the proposed building site (the
wrinkle-pipe that extends across the face of the rock wall) to preserve its integrity during
construction.
3) Grading and site preparation should be conducted in a manner that will direct water
from uphill sources and impervious adjacent areas to flow away from the proposed
structure, preferably in the direction of the natural drainage swale below the building site.
Consideration should also be given to installing a foundation drain on the uphill (west) side
of the structure to intercept surface and near-surface runoff water from the
higher-elevation areas on the property that, otherwise, might accumulate against the
foundation. The outlets ends of the foundation drains may be connected to the tightline
system.
4) Efforts should be made to promote and maintain a healthy growth of deep-rooting
vegetation, wherever possible, in the vicinity of the slopes on the property to aid in
retaining surface soils and reduce the effects of erosion. The accumulation of
construction materials, stumps, branches, grass cuttings or other yard debris on all slopes
should be discouraged, as these materials may inhibit the growth of healthy vegetation.
5)A careful examination of the rock retaining wall below the proposed building site should
be conducted by a qualified, civil or structural engineer to ensure the integrity of this
structure. Maintenance and repairs of the rock wall should be performed, as necessary to
protect the structures above the wall.
6) Frequent inspections of the hillside slope should be made, especially after periods of
heavy rainfall, to determine the location of any new springs and identify areas of excessive
water runoff or erosion. Recording the appearance of potentially-unstable areas in
photographs, taken each year, and comparing them with current conditions may assist in
this evaluation.
As recommended in the letter from July 10, 2005 from Craig White:
"Periodic inspections of the area around the proposed outfall pad should still be made to
ensure that excessive erosion is not occurring, here, as well as in downslope areas along
the swale.
24.) The "future deck"as depicted on the site plan has not been approved as part of this
permit. A separate building permit is required when the owner builds the future deck.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
I
•
The signer of this statement does herebycertify OWNER BUILDER STATEMENT
th
rfY thatC n r cto Owners proposed
parcelreferencedc herein,that they are not licensed contractors and that
e will be assuming the statement
does
General they are the for the pof the f.
Signature:
Date:
GENERAL CONTRACTOR ORMANUFACTURED HOME INSTALLER:
ti rJ l/LC/ ///�� 4 �����[ s PHONE: Gt0 / c f/ C'
Veil
I lit, Fax:
MAILING ADDRESS: n ��� ✓C )�j LJ _5V// (34,0),;
CONTRACTOR'S LICENSE G/ ,/ Y re-de/� T,�i MAIL: J v �l/n /
NUMBER: �l1/�7 /1 L�/�.I� / 4t'e 4% E//J�cG/hS`, /►�C•+7C
WAINS
NUMBER RARCHITECT/ENGINEER: LOS c�>Ct1iS• , rC"17/ re'dS.' PHONE V
[d )4.26 •c // Fax.tyCO )yr26 �? ;�MAILINGADDRESS: 4 U / /tl NL er✓ 9,p5s- EMAIL
Project Type: Frame T —
► New ype: Bathrooms; Shoreline: Type of Sewage Disposal:
Wood Existing: i
U Addition ,U Steel Proposed:
U AlteratioAlteration/RemodelLi Community Sewer
U Concrete Total: /— Bank U iY System
Ll Repair Height: �
U Demolition U Masonry Individual System
U Other._ Bedrooms: SEP Permit l
Type of Heat Existing: Water Supply
Proposed: �— Setback: U Private well U Two Party
Total: ; bl`YPublic
NwAo of ystem:
If this is a Commercial Project ou must answer the followin ;
Number of Parking Spaces: Current
Number of occupants(includes owners,tenants, es,etc)eCurrent Number of ADA Parking Spaces:
IBC Occupancy: IBC T Proposed Vlfill you have Food Service? Yew/ No
If this is a Pro ane Tank and/or A fiance Installation rmi mark all items below that a I :
---_
I Underground Tank i Above ground Tank
I Heat Stove i Cook Stove I Wo Size of Propane Tank:
odstove i Fireplace Insert I Hot Water Tank i Pellet Stove i
Is this a liance bein installed in a Manufactured/Mobile Home? Other
When applying for a permit to install a Yes / No ------
propane tank you must also submit a site plan showing all of the buildings,all property
lines,tank location and size,distances from the i s to• the reserve area. Propane tank to al/property lines,buildings and septic system components
Square Footage For Office Use Only
Main Floor Pro.•sed
Consistency Review: Amount ®A(, DOE
2" Floor
Base fee: ��
3•Floor ,, 1/=',� , '
a& » •0 7.z . Z�Tc r70.7s
I
°siiimamo `.' r;• it!: k dditional Se
�` I: �.�. Section:
_t-, r w
Ian Check fee: ■�►��
Heated Basement IOW • 53 6•7 .,
it State Surcharge fee:
WiillWUnheated Basement _ , �
JF art—� II Pot Water Review fee:
D4F:' r : C :�, J,
Other Unheated f-
%:,i.Opmc 1911/Rd Approach fee:
Garage/Carport Maris.....L2
./"
Decks __ TOTAL: $4-35&_TEN k 7
tl__
Other _ Receipt Number: 67“
__ Cash/Check Number:
ESTIMATED COST(REQUIRED) (D. t
.Fair market value of alllabor and materials foundation to finish Date: ci
>&75 el) V Initials: �` oS
lirell.
C:\Documents and Settings\mochil\Desktop\Master Permit Application 7_8-04.doc
401
80 DICKEY ST BLD05-609
BERG
ApprovalRet `!!Prior
to F • '1lh p otiorr'
SE
RAP
Z N
sIPZ
DPW