HomeMy WebLinkAboutBLD2006-00604 - CANCELLED • •
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD06-00604 Received Date 10/23/2006
SITE ADDRESS: 162 S 2ND ST Issue Date 11/28/2006
PORT TOWNSEND, 98368
APPLICANT: ANNE LITTLE PHONE: (360) 385-1556
234 OTTO ST UNIT C
PORT TOWNSEND WA 98368-9720
SUBDIVISION: IRVING PARK ADDITION Block: 9 Lot: 8-9+
PARCEL NUMBER: 963300904 Section: 16 Township: 30 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: NEW SFR
ALSO A/G 125 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
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SPECIAL CONDITIONS FOR CASE BLD06-00604
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1.) 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.
2.) 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 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.
3.) A Stormwater Site Plan has been submitted and approved by the Department of
Community Development. Once the subject permit has been issued the applicant shall
fully implement the provisions of the submitted plan and contact the Jefferson County
Department of Community Development to arrange a schedule to inspect the property for
plan compliance. A Certificate of Occupancy will not be issued until the Department
verifies plan compliance. No clearing for roadways or utilities shall occur on the project
site until clearing necessary for the installation of temporary sedimentation and erosion
control measures have been completed.
4.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
5.) 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.
6.) Minimum setback from South 2nd Street right-of-way shall be 20 feet. Minimum side and
rear yard setbacks shall be 5 feet.
7.) 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.
8.) 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.
9.) The building height is not to exceed 35 feet.
10.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
11.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
12.) THE ROAD APPROACH PERMIT (RAP06-00216) MUST BE INSPECTED AND
FINALLED BY THE JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR
TO THE FINAL INSPECTION/CERTIFICATION OF OCCUPANCY OF THIS
RESIDENCE. CONTACT TERRY DUFF OF THE DEPARTMENT OF PUBLIC WORKS
AT 360-385-9159 FOR THE FINAL ROAD APPROACH INSPECTION.
I:\F_BLD_Permit_Buildng.rpt
10/29/19
ANNE LITTLE
1 "MEDIUM"STORMWATER SITE PLAN SUBMITTAL TO
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT Q, - l ,'
621 Sheridan Street•Port Townsend• Washington 98368 360/379-4450.360/3 j: a a
littp://www.cojefferson.wa.us/commdevelopment/
APPLICANT NAME: Anne Little
PARCEL NO.: 963 300 904 M�y,((�
LEGAL: Section 16, Township 30 North, Range 1 West, W.M. —2„d&Alder Sts.-Irvingri�ia> �.�141 .,
iL
Block 9, Lots 8-10 and Portion of Street Vacation
PREPARER: Aumock Designworks, Thomas L. Aumock
Where the question calls for depiction on a site map, the applicant chooses to either incorporate the
elements into the general plot plan for the Master Land Use Application or to submit a separate storm
water site plan map.
Existing Conditions Summary
The site is predominately cleared with gentle flat landscape, with an area of mature Douglas Fir and
mixed confer and deciduous trees surrounding the subject site. The property slope is less than a 3-foot
elevation change.
The site is predominately first order growth, with second-order growth under a Third-order growth in the
form of mature evergreen and deciduous trees surrounding the property and adjacent right of way.
The Soil Survey of Jefferson County Area, US Dept. of Agriculture Soil Conservation Service [1975]
describes the existing soils classification as the Dick[DcC] series of excessively drained,sandy soils.
Adjacent properties consist of forest and land with residences served by paved roads, with minimum
utility services of power,telephone,cable.
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed
improvements on the site map.
The site is a 14,978 square foot parcel. The proposed improvement consists of the placement of a
two-story single-family residence of 1,692 square feet, and attached deck, and the driveway and
parking area serving the residence, constructed of crushed rock.
Thus, the proposed impervious surface falls within the 2,000 to 4,999 square foot of impervious
surface requirements under the Washington State Stormwater Management Manual for Western
Washington as a "Medium"project
APPROVED
Existing Conditions Summary STORM WATER PLAN
2. Describe the existing topography. Indicate contours on the site map.
The site is a rural area with essentially flat landscape. The property slope has a m'nimicifflesz n0
three feet]elevation change.
3. Describe the existing vegetation. Indicate native vegetation areas on the site ap. JEFFERSO �.0
DEPT.OF ., V ' �1PM N
The site is predominately first-order growth Third-order growth exist, •sl \AT RE: ijj ' ��
evergreen and deciduous trees surrounding the proper
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4. Describe the existing soils. Indicate soil type on the site map.
The existing soils consist of the Dick[DcC] series of excessively drained,sandy soils.
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5. Describe the existing site hydrology(i.e.,drainage; behavior of water on the site—" ?d,°liie ow, and
on the ground). Indicate existing storm water 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.
This soil is described as somewhat excessively well drained but holds water available for plants.
6. Describe any excess levels of noise generated by the proposed use or activity:
The proposal is for a single-family residence and only the typical accessory uses associated
therewith.
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.
None have been determined for this site.
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.).
Adjacent properties consist of single-family residential uses, on large-lot land bases. 2"d Street right-
of-way is a paved[light bituminous treatment] road surface, which provides the traditional utility
corridor.
Permanent Storm water Control Plan
This portion of the Storm water Site Plan consists of the selection and installation of the appropriate storm
water control BMP's and facilities to remain in place after construction of the project is completed.
"Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-
generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds
for treatment facilities and flow control facilities are not exceeded. Please see application submittals for
these calculations.
9. Describe the developed site hydrology, as proposed. Indicate whether storm water will be fully
dispersed (i.e., per BMP 15.30 in the Manual) or, if not, what types of storm water 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.
The construction of the residence will provide channeled roof flow via downspouts to direct flows to
the surface grassed areas for transpo-evaporation, and natural infiltration. Road way surface grades
will direct water to the downhill side of such roadways to achieve the same effect, where bio-filtration
will take place of surface water.
10. If the project requires the use of storm water treatment facilities, describe the types of storm water
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.]
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No storm water treatment is necessary for this project.
11. Describe the performance goals and standards applicable to the project.
All storm water is controlled so as to not create erosion or off-site migration.
12. Describe the flow control system.
The construction of the residence will provide channeled roof flow via downspouts to direct flows to
the surface grassed areas for transpo-evaporation, and natural infiltration. Road way surface
grades will direct water to the downhill side of the driveway to achieve the same effect. Due to the
soils, it is anticipated that none will migrate off-site.
13. Describe the water quality system.
None is proposed or required of this proposal.
14. Describe the conveyance system analysis and design.
None is proposed due to the low rainfall statistics of the area, and due also to the size of the property,
and also due to the proposed "best management practices".
15. Describe the source of fill material; physical characteristics of fill material, and deposition of excess
material.
House foundation excavation material will be primarily re-deposited around subject residence, and
back-graded to form a slope away from the residence.
Approximately 894 square feet of driveway and parking area is to be created, using pit-run glacial
gravel base course, topped with 3/4-inch and minus crushed river-run rock or crushed basaltic rock,
which will amount to approximately 15 yards of material, minimum.
16. Proposed methods of placement and compaction consistent with the applicable standards in the
International Building Code,2003 Edition.
Heavy machinery use will provide primary compaction.
17. Describe the proposed surfacing material.
Yard area around the house will be seeded with grass and contain traditional landscaping plantings.
Approximately 894 square feet of driveway is to be created, using pit-run glacial grave base course,
topped with 3/-inch and minus crushed river-run rock or crushed basaltic rock, which will amount to
approximately ten yards of material. The applicant may use the option of AC paving.
18. Describe methods for restoration of the site.
None required, as site for residence does not require the removal of trees. The owner may choose to
increase the number of existing trees with additional planting of same.
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19. An Operation and Maintenance Manual is required for each flow control and treat . n c'1' j
is normally required for "large" projects only and only those for which faciliti a q e �j 3 a y
control flow or treat runoff.] If included, list the Manuals here.
Not applicable for this proposal.
20. List here and include any special reports or studies conducted to prepare the Storm waVithRlimilliiNh
None known.
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.
Sewage Disposal Permit,Jefferson County
Potable Water Determination by City of Port Townsend
Building Permit,Jefferson County, including addressing and road approach
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP)
The Construction SWPPP addresses sediment and erosion control during construction. The BMP's
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 Storm water
Pollution Prevention(SWPP)Best Management Practices (BMP's)Packet for guidance, particularly with
rural residential development.
SECTION I-CONSTRUCTION SWPPP NARRATIVE
1. Construction Storm water Pollution Plan Elements. Describe how each of the Construction
SWPPP elements has been or will be addressed. Identify the type and location of BMP's 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).
Required Elements-Construction SWPPP:
A. Mark Clearing Limits.
Minimize limit of land clearing to the residential site only, and marking [flagging] equipment
operation zones.
B. Establish Construction Access.
Via the existing roadway access point to the subject property, construction access will use BMP
C105 "Stabilized construction entrance" to control vehicle and machinery tire displacement of
on-site soils to any off-site roadway. Wash-down of vehicle tires on-site will further control such
occurrence during wet days.
C. Control Flow Rates.
BMP C121 "Mulching"can be implemented to filter any and all water flow, and thus stabilize
the flow rate for natural infiltration.
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D. Install Sediment Controls.
While limiting the cleared area for construction, the applicant may install a silt fence at all
downstream areas per BMP C233. gg .
4
E. Stabilize Soils.
The applicant proposes to use BMP C121 "Mulching" to stabilize exposed soils that are subject
to erosion, where applicable.
F. Protect Slopes.
The applicant proposes to use "surface roughening"BMP C130 and soil stabilization with BMP
C121 " Mulching" at sloped areas with a ratio of 3:1 horizontal to vertical and greater during
construction, and until new vegetative growth is established. This would normally be used for
side cast soil mounding.
G. Protect Drain Inlets.
None exist either on or off the subject site.
H. Stabilize Channels and Outlets.
No temporary or permanent on-site channels or ditches exist or created to control runoff
However, since the proposal consists of a basement grade that is below the finished grade outside
of the foundation, a small channel will be created during construction to allow drainage of the
foundation excavation which will likely require the use of BMP C209 and mulching BMP C121
until foundation backfill is completed.
I. Control Pollutants.
No vehicle or machinery maintenance is to be allowed on-site over impervious surfaces, and
contractor's equipment will be required to not exhibit hydraulic oil or fuel leakage prior to
storage or use on the site.
J. Control De-Watering (the act of pumping groundwater or storm water away from an active
construction site).
Since the proposal consists of a foundation "crawl" grade that is below the finished grade
outside of the foundation, a small channel will be created during construction to allow drainage
of the foundation excavation which will likely require the use of BMP C209 and mulching BMP
C121 until foundation backfill is completed.
K. Maintain Best Management Practices(BMP's).
The owner or owner representative is to supervise contractors to insure that BMP's are
maintained to their respective functional design.
L. Manage the Project.
Construction is to be phase to prevent transport of water runoff or sediment, and limiting work
during wet conditions where there may be a negative impact. Coordination of utility work—i.e.,
same trench use included, coupled with daily inspection and maintenance of systems is proposed.
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2. Adjacent Areas.
A. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes,
wetlands,residential areas,roads).
None to be affected.
B. Description of the downstream drainage path leading from the site to the receiving body of water
(minimum distance of 400 yards).
The proposed project will not result in or create off-site/downstream drainage paths.
3. Environmentally Sensitive Areas.
A. Description of environmentally sensitive areas that are on or adjacent to the site.
None known to applicant.
B. Description of special requirements for working in or near environmentally sensitive areas.
None required at this time.
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, settle ability, permeability, depth, texture, soil
structure).
Analysis of soil characteristics and topography of this site coupled with the proposed project scope
do not indicate any erosion problem potential. The installation of Intercept trench tight-lines are
proposed on the south and east portion of the property, and seaward of the residence location.
5. Construction Phasing.
A. Construction sequence
The applicant is to mark clearing limit area, establish construction access, foundation
excavation, install proposed BMP's per plan, construct project, and then implement the
permanent plan.
B. Construction phasing(if proposed)
Project to be started during the dryer period of the seasons, likely fall.
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
A. Provide a proposed construction schedule. IR
Begin project in fall of 2006, and conclude by Spring of 2007 I �I `��
B. Wet Season Construction Activities.
1) Proposed wet season construction activities.
None anticipated beyond attempting to keep materials dry. Jtth Q I
2) Proposed wet season construction activities for environmentally sensitive areas.
Not applicable for this proposal.
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7. Financial/Ownership Responsibilities.
A. Identify the property owner responsible for the initiation of bonds and/or other financial
securities.
The applicant.
B. Describe bonds and/or other evidence of financial responsibility for liability associated with
erosion and sedimentation impacts.
The building permit process and site inspection sequence is conducted by Jefferson County, with
back-up measures by the owner as part of owner's risk management for the project.
8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if
applicable.
A. Sediment Ponds/Traps: Not applicable
B. Diversions: Not applicable
C. Waterways: Not applicable
D. Runoff/Stormwater Detention Calculations: Not applicable
SECTION II-EROSION AND SEDIMENT CONTROL PLAN
Sediment and erosion control measures may be depicted on the master land use application plot plan, a
stormwater site plan, and/or a separate Construction SWPPP site plan. This is a checklist to ensure that
the following are depicted on a site plan:
1. General.
a. Vicinity Map RECEIV E I l
b. Jefferson County Approval Block
c. Erosion and Sediment Control Notes F
2. Site Plan.
a. Legal description of subject property, ai ° 1 q , \11 ti
b. North arrow,
c. Indicate boundaries of existing vegetation(e.g.,tree lines,pasture areas, etc.).
d. Identify and label areas of potential erosion problems,
e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable),
f. Show existing and proposed contours,
g. Indicate drainage basins and direction of flow for individual drainage areas,
h. Label final grade contours and identify developed condition drainage basins,
i. Delineate areas that are to be cleared and graded,
j. Show all cut and fill slopes indicating top and bottom of slope catch lines
3. Conveyance Systems.
a. Designate locations for swales, interceptor trenches, or ditches,
b. Show all temporary and permanent drainage pipes, ditches, or cut-off trenches required for
erosion& sediment control,
c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts,
d. Shows grades, dimensions, and direction of flow in all ditches,swales, culverts and pipes,
e. Provide details for bypassing off-site runoff around disturbed areas,
f. Indicate locations and outlets of any dewatering systems.
4. Location of Detention Best Management Practices(BMPs).Identify location of detention BMPs.
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5. Erosion and Sediment Control Facilities.
a. Show the locations of sediment trap(s),pond(s), pipes and structures,
b. Dimension pond berm widths and inside and outside pond slopes,
c. Indicate the trap/pond storage required and the depth, length,and width dimensions,
d. Provide typical section views through pond and outlet structure,
e. Provide typical details of gravel cone and standpipe, and/or other filtering devices,
f. Detail stabilization techniques for outlet/inlet,
g. Detail control/restrictor device location and details,
h. Specify mulch and/or recommended cover of berms and slopes,
i. Provide rock specifications and detail for rock check dam(s), if applicable,
j. Specify spacing for rock check dams as required,
k. Provide front and side sections of typical rock check dams.
I. Indicate the locations and provide details and specifications for silt fabric,
m. Locate the construction entrance and provide a detail.
6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual
should be explained illustrated with detailed drawings.
7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of
pollutants other than sediment(e.g., concrete wash water).
8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for
monitoring water quality on the construction site. Sampling stations should be located upstream and
downstream of the project site.
Stormwater Site Plan Changes
Changes or revisions to the originally approved Stormwater Site Plan: any 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 includes 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 know edge and consent of all owners of the affected property.
2146(1(1- /tom/I C.�� RECD
LANDOWNER SIGNATURE &DATE
LIEF
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