HomeMy WebLinkAboutBLD2008-00347 OP)ILDING PERMIT APPLICAT1 MLLA0800369
Review
Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD08-00347 Received Date: 7/31/2008
SITE ADDRESS: 304 EATON RD
QUILCENE, 98376
OWNER: DOUGLAS S LAUNDRY PHONE: (425) 821-0553
EVA FEKETE
13102 70TH LN NE
KIRKLAND WA 98034-1603 HEFFERNAN SHORT PLAT
SUBDIVISION: Block: Lot: 2+
PARCEL NUMBER: 501041011 Section: 4 Township: 25 N Range: 01 W
CONTRACTOR: DISCOVERY BAY CONST CO INC PHONE: (360) 301-4191
2016 WATER ST, SUITE A
PORT TOWNSEND WA 98368
Contractor's License DISCOBCO90B9 Expires 9/21/2009
REPRESENTATIVE: RICHARD BERG ARCHITECTS PHONE: 360-379-8090
719 TAYLOR ST (360) 379-8324
PORT TOWNSEND WA 98368
PROJECT DESCRIPTION ADDITION TO EXISTING SFR
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP ADD MAIN: 616
VALUATION 125,000.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2006 HEAT BASE: 606 HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: SHORELINE:
CONST TYPE: SETBACK:
DECK: 216
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: PWELL
BEDROOMS: BATHROOMS:
Exist: 2 Exist: 1
Prop: 1 Prop: 1
Total: 3 Total: 2
Routing Date:
Woe,
Type Amount Paid By: Date: Receipt: AprrymbVED
Permit $1,133.75 KAS 07/31/08 100596
State Building Code $4.50 KAS 07/31/08 100596
Plan Check $736.94 KAS 07/31/08 100596 SEP L5 2003
Potable Water Application $59.00 KAS 07/31/08 100596 Jefferson County Planning
Total: $1,934.19 &Building Department
e`ferson County Building Dsion Permit Nurrr: BLDO8-00347
Applicant: LAUNDRY
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes
To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that day's inspections.
ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries.
The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection
Inspection Item Date Approval Signature Notes
Setbacks '1
Erosion Control Silt Fence. See condition 2.
j- F• oundation Footing '' 3 1 J ?
74/
Footing Drains `I1(pip
Foundation Stem Wall
Underground Plumbing
FUnder Floor Framing
(
Straps(hold downs)
Ext. Shear Wall Nailing ill 7U(IU -
Rough-in Plumbing 3 soi to
F• raming
z,')13 --
r Blocking
A• irseal 5 ).,s Ii)
Insulation:Walls ,,
Insulation: Floors 1 _ S j� 3/3o//1J
1 Insulation: Ceiling , - 1 _
Int. Shear Wall Nailing
I Wallboard Nailing IL) )it.ri,
Gas Line: Interior
G• as Line: Exterior
P• ropane Tank
Heat/Chimney Clearance 5._Is\1?, W.,
r D• rywelllAlt Drainage Drywell Proposed-see condition 3
1 2 ►tO�h
Address Posted
I 41i( (d 1
I Ili
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1
1
1
FINAL INSPECTION 64...to Fp, ' `_
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
• •
NDITIONS •
for Building Permit# :BLD08-00347
.) 10' SEPARATION REQUIRED BETWEEN A WATER LINE AND ALL PORTIONS OF
THE ONSITE SEWAGE SYSTEM; EFFLUENT TRANSPORT LINE, TANKS,
TREATMENT AND DISPOSAL COMPONENTS. EXISTING WATER LINE TO BE
DECOMMISSIONED.
) A SILT FENCE SHALL BE INSTALLED DOWNSLOPE OF THE SITE. (SEE ATTACHED
SITE PLAN).
THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE
MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND
SURFACE.
THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5
INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED
AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT
FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING
CAN NOT OCCUR.
ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY.
SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT
REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A
SECOND SILT FENCE SHALL BE INSTALLED.
3.) DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH
GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS.
EACH DRYWELL MAY SERVE UP TO 1,000 SQUARE FEET OF IMPERVIOUS
SURFACE FOR EITHER MEDIUM SANDS OR COARSE SANDS.
DRYWELLS ARE 48 INCHES IN DIAMETER (MINIMUM)AND HAVE A DEPTH OF 5
FEET (4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER MATERIAL).
FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK
AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING.
SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET.
4 ) 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.
t. ) Call Jefferson County Permit Center, Development Review Division for inspection of
erosion control measures. (360) 379-4463
6.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
7 ) Right-of-Way easement setback from easement noted in the Heffernan Short Plat, and in
Auditor's File no 211300, setback is 20 ft from the edge of the Right-of-Way, side
setbacks shall be no less than 5 ft and shoreline setback from the top of the bluff shall be
approximately 40 feet based on approximate bank height of 40 feet.
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 ) 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.
• •
10.) The building height is not to exceed 35 feet.
11.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
12.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened
from view of neighboring dwellings and rights-of-way. Such screening shall meet all
applicable performance and development standards specific to the district in which the
storage is kept, and shall be in keeping with the character of the area. Screening shall
meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile
wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
13.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
14.) 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.
15.) 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.
1'5.) This parcel is within a no shooting area per JCC 8.50.
t
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44.7/:,-;:sON
� ��, JEFFERSON COUNTY ' . 1 \ j t
az �\ �} DEPARTMENT OF COMMUNITY DEVELOPMENT
)-J -"\ < 621 Sheridan Street• Port Townsend •Washington 98368
��� 360/379-4450• 360/379-4451 Fax Mil_ 3 1 2008
www.co.jefferson.wa.us/commdevelopment
Master Permit Application JFFFERS8N COUNT,' MLA: Q g -'3pq
Project Description(include separate sheets as necessary):
AR) 11e TO OXtSZtJ& 91Jbt,E -PR-RUIN) %t>UIA Cam:
Tax Parcel Number: 5() gg Property s*t
t �� 0 Size: "J•36 A�1 I`-6 t g I /(acres/square feet)
Site Address and/or Directions to Property:
'3'04- EA-TON QUI L-CEN'O t tru f- ef8 37b
Property Owner(s)of Record: w c)G . , L Ck v,...A/ cL I C u r-e i„A4-C'.
Telephone: I 5-1 -(23S`� Fax: `',..)S Val--6s5? email: ji.;,‘)-LOt,,,,, i).c,2 Jt,,{.,v,4,i,
Mailing Address: i f 6 k -.1 " Lek-,-- �,E , U; ;F;�-t ex / (..),4 `t 5 O 7 e �.1,
Applicant/Agent(if different from owner): 'RI C1t� MR.& ARCM" -Ts t F G - !�
Telephone: 1ibb -37R ' SO7O Fax:IbO" 371 - $3 2¢ email: Yi��Ltty-d e `V, t t" J Mailing Address:�t 9 TPY OR. ST. L PO(z7 CtMµ TtPi tAJ1'c 4 S 3b 9) ��1 eLte,-tow
WFjat kind of Permit?(Check each box that applies
(Building ❑Variance(Minor,Major or Reasonable Economic Use)
Demolition Permit ❑Conditional Use[C(a),C(d),or C]**
Single Family ❑Garage Attached/Detached ❑Discretionary"D"or Unnamed Use Classification
10 Manufactured Home ❑ Modular ❑Special Use(Essential Public Facilities)*"
❑ Commercial* ❑Boundary Line Adjustment
❑ Change of Use ❑Short Plat**
❑ Address ❑Road Approach ❑Binding Site Plan*"
❑Home Business ❑Cottagelndustry 0 Long Plat*"
El Propane ❑Planned Rural Residential Development(PRRD)/Amendments*"
❑Sign ❑Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions**
❑Stormwater Management ❑Shoreline Management Substantial Development**
El Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance
❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment
❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment
❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request
*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:
(� DESIGNATIO F AGENT
I hereby designate ! \i (.. t,,,,; ` Z,;' )
( as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE \ b / Date: '7?I/O S 7/2r 0Y
By signing this application form,the owner/agent attests t t 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 ... its employees,representatives or agents for the sole purpose of application
review and any required later inspections. Staffs access and rig"• = 'try will be assumed unless the applicant informs the County in writing at the
time of the cation t t llor e wants,prior notice. / 7/
Signature: ... =i * sDate: 1711 16 SC / / 7/oJ
The action or actions Applicant will underta e 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,dy'`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 de ment code.The Applicant acknowledges that he,she or it holds individual
and non-trans rable responsjbility r adherin to and complying f the ESA. The Applicant has read this -7 dis imer and signs and dates it below.
Signature: /1 , / Date: ( al t 08 / 2/r',..
C:\Documents and Settings\catal\Local Settings\Temporary Internet Files\011C86\Master Permit Application 12-19-2006.doc
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BUILDER STATEMENT
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will be assuming the responsibility of the General Contractor for the proposed project.
Signature: Date:
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
tISCove-R( y CoNsi-ucnot (36') 38s if31z (v.) 3Xs 41671 _
MAILING ADDRESS: 24((o v.JATSR ST SUVreA EMAIL: d,bG,l'ol4aci(1v4.p,�S.net-
CONTRACTOR'S LICENSE Fbr 1DwNSEIJp,(NA q 36S WAINS
NUMBER: D IS co f3 L o q .g9 o NUMBER
ARCHITECT/ENGINEER: t?tcf'IARz)'FF�12G Apcktilecrs PHONE (#8‘0) 319 8°co Fax:(so) 271 832L(-
MAILING ADDRESS: 11ctTAILDR.Sr. QrwA'le 3(,% EMAIL rrc,tu ¢ridkotro(ber5 Qrclvi/eat•cdW...
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
❑ New I81 Wood Existing: 1 0 Sewer
g Addition 0 Steel Proposed: —1-- Bank 0 Community System
❑ Alteration/Remodel ❑ Concrete Total: 2 Height / Xi Individual System
❑ Repair 0 Masonry SEP Permit# ` ) (r j
❑ Demolition ❑ Other: Bedrooms: Water Su
Existing: Supply:
g Z. Setback: � Private well 0 Two Party
Type of Heat: , Proposed: 1 ❑Public
fiTre.to( (1,t (/' Total: 3 Name of System:
0
If this is a Commercial Project you must answer the following:
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy IBC Type of construction: Will you have Food Service? Yes / No
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
[]Underground Tank ❑Above ground Tank Size of Propane Tank:
❑Heat Stove ❑Cook Stove 0 Woodstove OFireplace Insert 0 Hot Water Tank 0 Pellet Stove p Other
Is this appliance being installed in a Manufactured/Mobile Home? Yes /®
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components,
including the reserve area.
Square Footage Current Proposed For Office Use Only, • .. .Amount Revision'
Main Floor Heated �a)EH Bid App Review:
12 3
O l0(
2'tl Floor Heated I
Consistency Review:
( �Other Heated
Base fee: :-
Mezzanine a I
Heated Basement �6 , .t.�(e Plan Check fee:
Unheated Basement 1230 State Surcharge fee:
Other Unheated Pot Water Review fee: w
Garage/Carport SUBTOTAL
Decks 130 �t�o 911/Rd Approach fee:
Other TOTAL: $(1 `i. IC)
Receipt Number: 1 DO5q
( \.14a dk►',um�3r \ t 15V0(0
E ED COST ED ') 1
10
( ) Date: �Q
.Fair market value of all labor and m vials foundation to finish i 1 c/(�
4 t zS{ JLals3 000 1 2008
If I D\PennitCenter\FORMS\D ORMS\Master Permit Application 12-30-OE lcis�IV f 1 iI,y�Y IJj D, U L _„ '
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lriVz
ON RECEILVE
JEFFERSON COUNTY
►� DEPARTMENT OF COMMUNITY DEVELOPMENT JUL 31 2008
621 Sheridan Street • Port Townsend • Washington 98368
q` p 360/379-4450 •• 360/379-4451 Fax C �,t t ��
"r1IN http://www.co.jefferson.wa.us/commdevelopment/ L�� �,1,, I �ru�yI
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# 0 — 5(c'9 PROJECT/APPLICANT NAME: 2)014-9
Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the
applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a
separate stormwater site plan map.
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map.
Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map.
3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
4. Describe the existing soils. Indicate soil type on the site map.
5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below,and on the ground). Indicate
existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if
applicable,and indicate acreage of each.
6. Describe any excess levels of noise generated by the proposed use or activity:
APPROVED r
.111
'"r 'IN CUP! OCI' SEP 15 an
stormwater site plan template.doc-rev.10/12/2003 5
JEFFE• :• Cp Y
DEPT.OF CO, ITYD' E O
SIGNATURE T d,
E EIV E.
JEFFERSON COUPTY
DEPARTMENT OF COMMUNITY DEVELOPMENT JUL 31 2008
621 Sheridan Street Port Townsend, Washington 98368
360/379-4450 360/379-4451 Fax r r� !f
http://www.co.jefferson.wa.us/commdevelopment/ JEFFERSON Cu�l JIY DCD
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# D — �jl r\ PROJECT/APPLICANT NAME: Doug Laundry
Please answer all of the following questions to the best of your ability.Where the question calls for depiction on a site map,
the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application
or to submit a separate stormwater site plan map.
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed
improvements on the site map.
Proposed demolition of an existing attached garage and in its place a new single
story addition with basement attached to existing single story residence with
basement. The existing lot coverage is 16,603 sq. ft. or 11.3% and the new lot
coverage will be 18,042 sq. ft. or 12.3%
Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map.
The site is a varied topography, but generally slopes to the north and west toward
Fisherman's Harbor. The area of new construction is on a sloped section of the lot
which slopes approximately 8' from front to back.
3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
The entire property is covered with vegetation and trees. No trees will be removed.
4. Describe the existing soils. Indicate soil type on the site map.
Gravely sandy loam
S. Describe the existing site hydrology (i.e., drainage; behavior of water on the site—above, below, and
on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict
separate drainage basins on the site map, if applicable, and indicate acreage of each.
Average rainfall permeates into ground. During heavy winter storms stormwater
run-off runs into Fisherman's Harbor
6. Describe arty excess levels of noise generated by the proposed use or activi y:
Only normal noise occurring during construction
7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such
as wetlands, streams, steep slopes, etc.) on the site. Indicate location on the site map.
•
There is a shoreline within 22'-0" of the existing house and Shoreline Exemption
Permit is part of the building permit submittal.
8. Describe the general vicinity of the site, including adjacent land uses and st if( 71 Wr i im ;oq,.,
and sensitive/critical areas(streams, wetlands, lakes, steep slopes, etc.). ��
See above
JUL 3 1 2008
Permanent Stormwater Control Plan
JEFFER5M COUNTY QCD
This portion of the Stormwater Site Plan consists of the selection and installation of the
appropriate stormwater control BMPs 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.
9. Describe the developed site hydrology, as proposed Indicate whether stormwater will be fully
dispersed(i.e.,per BMP T5.30 in the Manual) or, if not, what types of stormwater flow control
will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities
on the site plan and differentiate proposed facilities from existing facilities
Stormwater will be directed into new drywells located on site and noted on the site
plan and will be fully dispersed. 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.
10.If the project requires the use of stormwater treatment facilities, describe the types of stormwater
treatment facilities proposed for use on the site. Locate these facilities on the site plan and
differentiate proposed facilities from existing facilities This is normaly for "large"projects or
projects that involve the potential for dispersion of contaminants]
No need for treatment facilities based on a fully dispersed plan
11.Describe the performance goals and standards applicable to the pn7ject.
The goal is to impact the site as little as possible. The "Low Impact Development
Technical Guideline Manual for Puget Sound" will set the project standard and
performance goals.
12.Describe the flow control system.
The flow control system will follow existing topography and end in a drywell.
13.Describe the water qualitystem.
Stormwater run-off will be filtered through a fine mesh screen in a catch basin then
transported through PVC pipe to a drywell with washed drain rock that is 48" in
diameter, and a min. of 4'-0" deep with the bottom resting a min. of 12" above high
groundwater table.
14.Describe the conveyance system analysts and design.
Stormwater will be conveyed via roof downspout to PVC pipe, thru catch basin, to
drywell.
1 S.Describe the source of fill material,physical characteristics of fill material, and deposition of excess
material
Any fill needed will come from excavation of basement and crawlspace. Any excess
will be trucked off site by the excavation contractor
16.Proposed methods of placement and compaction consistent with the applicable standards on
Appendix Chapter 33 of the Uniform Building Code.
Soil under foundation and basement slab compacted per code w/ sled compactor.
17.Describe the proposed surfacing material. ) ViiiV
" a�eThe patio is made from concrete. The driveway will be created f 1
18.Describe methods for restoration of the site. J U L 3 1 2008
Site is to be landscaped with native vegetation where appropriate.
MN
19.An Operation and Maintenance Manual is required for each flow control andEt f E tme n t Jacili D C
[This is normally required for "large"prWects ony and only those for which facilities are required to
control flow or treat rune] If included, list the Manuals here.
N/A
20.List here and include any special reports or studies conducted to prepare the Stormwater Site Plan.
City of Port Townsend Public Works drywell detail
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.
Building permit &
Septic system & drain field permit—Approved SEP permit #05-65
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN
(SWPPP)
The Construction SWPPP addresses sediment and erosion control during construction.
The BMPs indicated by the applicant in the template that follows must be installed on
the ground during all construction phases of the project. The proponent is responsible
•
for preventing sediment and erosion impacts to environmentally sensitive areas and off-
site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best
Management Practices (BMPs) Packet for guidance, particularly with rural residential
development.
SECTION I — CONSTRUCTION SWPPP NARRATIVE
Construction Stormwater Pollution Plan Elements.
Describe how each of the Construction SWPPP elements has been or will be addressed.
Identify the type and location of BMPs used to satisfy the required element. If an
element is not applicable to the proposal, justify in writing. Descriptions of the 12
Elements are found at section 2.5.2 of the Manual (beginning on page 2-15).
12 Required Elements — Construction SWPPP CE11117W D
1. Mark Clearing Limits JUL 3 1 2118
Clearing limits for new house & driveway will be staked.
2. Establish Construction Access. JEFFERSON COUNTY OCO
Access from existing driveway
3. Control Flow Rates.
Drains naturally towards Fisherman's Harbor, controlled by installation of sediment
control device in the form of straw bales and/or erosion fencing
4. Install Sediment Controls
Straw bale or erosion fencing (remove after construction)
5. Stabilize Soils.
Bark chips covering disturbed soil
6. Protect Slopes
A retaining wall is part of the building. Other slopes will be replanted w/ native
vegetation
7. Protect Drain Inlets.
N/A
8. Stabilize Channels and Outlets.
Any outlets from temporary or permanent storm water pipes shall be armored w/
rocks to prevent scour and erosion
9. Control Pollutants.
Bark chips will aid in pollution control and can be collected, removed and replaced
if needed. Any spillage of hazardous materials will be reported immediately to Jeff.
Co. & State Dept of Ecology
10. Control De-Watering (the act of pumping groundwater or stormwater away film an active
construction site).
N/A
PWIT
r'
JEFFEBSOfi NOD TD Ott
11. Maintain Best Managem Practices (BMPs). •
All temporary and permanent erosion & sediment control BMPs shall be
maintained, repaired and enhanced as necessary to assure continued performance of
their intended functions
12. Manage the Pn ject.
Contractor will be onsite at all times to insure the enforcement of all BMPs.
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes,
wetlands, residential areas, roads).
Fisherman's Harbor
b. Description of the downstream drainage path leading from the site to the receiving body of water
(minimum distance of 400 yards). N/A
3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
Fisherman's Harbor
b. Description of special requirements for working in or near environmentally sensitive areas
All precautions will be taken in the form permanent erosion & sediment control.
BMPs shall be maintained, repaired and enhanced as necessary to assure continued
performance of their intended functions
4. Erosion Problem Areas.
Description of potential erosion problems on site in the context of the characteristics of the on-site soils (e.g.,
erodibility, settleability,permeability, depth, texture, soil structure).
The site slopes towards Fisherman Harbor. All precautions will be taken in the form
permanent erosion & sediment control. BMPs shall be maintained, repaired and
enhanced as necessary to assure continued performance of their intended functions
5. Construction Phasing.
a. Construction sequence
Demolition, Excavation, foundation, framing, roofing, electrical, plumbing,
interior finish, floors, landscaping, driveway, exterior hardscape
b. Construction phasing (if[proposed)
6. Construction Schedule. Wet season is October 1 through Ap ' y
the Manual). 1
I. Provide a proposed construction schedule.
Demolition, Excavation & foundation Sept 2008 J U L 3 1 2008
II. Wet Season Construction Activities.
Framing & Roofing Oct 2003 i c i, ^r
Interior Finish, electrical, plumbing, floors —Nov 2008`1"'.IIL 2b(Y li" U��
a. Proposed wet season construction activities.
Framing, roofing, interior finish, electrical, plumbing, floors
b. Proposed wet season construction activities for environmentally sensitive areas.
None
•
7. Financial/Ownership Responsibilities.
a. Identify the property owner responsible for the initiation of bonds and/or other
financial securities.
Doug Laundry
b. Describe bonds and/or other evidence of financial responsibility for liability
associated with erosion and sedimentation impacts.
Personal Responsibility
8. Engineering Calculations. Provide Design Calculations on a separate sheet for
the following, if applicable. N/A
a. Sediment Ponds/Traps.
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
JUL 3 12008
JEFFER ON COUNTY UCD
FE! T # RI
0
• •
Project/Applicant Name: Doug Laundry
Based on the size and scope of work for the addition to the existing residence,
and the proximity to an environmentally sensitive area the project is considered
to be "Medium" in size. It is required to comply with Minimum Requirements
#1 thought #5 as outlined in the Washington Department of Ecology
Stormwater Management Manual for Western Washington.
Minimum Requirement #1: Preparation of Stormwater Site plans.
The stormwater site plan information is incorporated into the building
permit site plans.
Minimum Requirement #2: Construction Stormwater Pollution
Prevention.
No construction stormwater quality problems are anticipated since the
area will be minimally disturbed as possible. Newly graded areas will
drain into the existing native vegetation and be controlled by straw bale
or erosion control fencing. Stormwater pollution prevention measures
shall be put in place by the contractor during any site clea *\ �� y r�
construction of site improvement.
Minimum Requirement #3: Source Control of Pollution. `lUL 3 1 2OJ8
As a residential area, minimal source controls are expected jfor be
necessary. Any spillage of chemicals or other hazardous m ,a tJNT'r LICD
be immediately reported to Jefferson County and the Washington State
Department of Ecology.
Minimum Requirement #4: Preservation of Natural Drainage
Systems and Outfalls.
The existing site consists of sloping land. Most of the property is
covered with a brush understory and several mature trees. This native
vegetation and current natural drainage will be maintained as much as
possible onsite. Erosion fencing or straw bales will be used to divert any
stormwater so that it is not being discharged directly or indirectly into a
wetland.
Minimum Requirement #5: Onsite Stormwater Management.
New Roadway grading will be minimal as the new section of driveway
will follow the existing topography. The new driveway will be integrated
into natural topography as much as possible to minimize the grading
volumes and utilize existing drainage systems. All stormwater onsite will
be infiltrated or utilized onsite.
•
Stormwater Site Plan Changes
If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be
submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised
drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change.
Final Corrected Plan Submittal
If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs
(not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is
completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as
constructed.
APPLICANT SIGNATURE
By signing the Construction SWPPP worksheet, I a tap li �� 1 t tjiat the information provided herein is true and
correct to the best of my knowledge. I also certify t tttS,�ppiiLation''Is t ein rade with the full knowledge and consent of all
owners of the affected ro erty.
JUL 31 2008 ///3//p S)
(LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
CCU
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
stormwater site plan template.doc-rev.10/12/2003 12
• •
Minimum Requirement #6: Runoff Treatment.
Not required
Minimum Requirement #7: Flow Control.
Not required
Minimum Requirement #8: Wetlands Protection.
Not required
Minimum Requirement #9: Watershed Planning.
Not required
Minimum Requirement #10: Operation and Maintenance.
Not required
RE EIVED
e
JUL 31
JEFFERSON CBUNY BCD
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5 1°33'46"W 218.5' PATS o!WASHINGTON
9 1 RE5IDENGE FOR: STORMHATER RICHARD BERG ARCHITECTS, P.C. I
to 4 D OUC LAUNDRY ¢¢ lIcl POT TOWN STREET CP
SITE PLAN 4 PORT TOWNSEND,WA 48365 0
504 EATON ROAD' PHONE: (360)314-5040 z
FAX: (360)314-8324 G 0
OUILGENE, WA 185-16 PROJECT INFO rlohcrcierichardx 0►garchltects.com M �e
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