HomeMy WebLinkAboutBLD2010-00381 L
•UILDING PERMIT APPLICAIN MReview00pe395
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD10-00381 Received Date: 11/4/2010
SITE ADDRESS: 175 10TH AVE
PORT HADLOCK, 98339
OWNER: CHRISTOPHE EDLER TRSTEE PHONE:
PAMELA H EDLER TRUSTEE
PO BOX 1878
PORT TOWNSEND WA 98368-0059 IRONDALE
SUBDIVISION: Block: 84 Lot: 1+
PARCEL NUMBER: 961808401 Section: 34 Township: 30 N Range: 01 W
CONTRACTOR: PEARCE PENINSULA BUILDERS PHONE: (360)379-4740
184 10TH AVE
PORT HADLOCK WA 98339
Contractor's License PEARCPB141 P8 Expires 6/19/2011
REPRESENTATIVE: DAN PEARCE PHONE: 360-379-4740
184 10TH AVE
PORT HADLOCK WA 98339
PROJECT DESCRIPTIOI' NEW DETACHED GARAGE - UNHTD, NO PLMB
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 18,905.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 2009 HEAT BASE: HEAT TYPE:
OCCUPANCY:
OCCUPANCY: UNHEATED: #OF STORIES:
OTHER:
CONST TYPE: GARAGE: 624 SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL:
WATER SYSTEM:
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 0 Prop: 0
Total: 0 Total: 0
Routing Date:
Type AmountPaid -Bv: Date: Receipt: Approved/Date
Permit $307.25 LYK 11/04/10 120252 APPR v
Plan Check $199.71 LYK 11/04/10 120252
State Building Code $4.50 LYK 11/04/10 120252 SEP
Total: $511.46
Jefferson County Planninc
&Building Department
� •
Jefferson County Building Clivision Permit Number: BLD10-00381
Applicant: EDLER TRSTEE
BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2009 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 Minimum setback from 10th Avenue right-of-way shall be 20 feet.
/0~27-1< �' Minimum side yard setback shall be 5 feet. Minimum setback from
stream shall be 155 feet.
Erosion Control SEE CONDITION 2
Foundation Footing
/D 21-�l
Footing Drains
DAWc
Foundation Stem Wall
Underground Plumbing
Straps(hold downs)
Ext. Shear Wall Nailing Jl A-oo ' /t,0/1-4-14.5 C pie, (k ?o,t1'4•1
Rough-in Plumbing
Framing 7
Blocking
Wallboard Nailing
Drywell/Alt Drainage I'—g_11 SEE CONDITION 1
Address Posted
-z.
FINAL INSPECTION 2-10/ )_
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
• •
CONDITIONS for Building Permit# :BLD10-00381
1.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA
ALL INFILTRATION SYSTEMS SHOULD BE AT LEAST 10 FEET FROM ANY
STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA.
FOR SITE WITH SEPTIC SYSTEMS, INFILTRATION SYSTEMS MUST BE
DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY
PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD.
DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH
GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS.
EACH DRYWELL MAY SERVE UP TO 1000 SQUARE FEET OF IMPERVIOUS
SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS.
TYPICALLY 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.
2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL
BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR
OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE.
QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN
ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER
MANUAL).
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY
SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING
SHALL BE REMOVED OR STABILIZED ON STIE.
ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON
THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION
ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE
PERMANENTLY STABILIZED.
3.) No plumbing has been reviewed or approved for this project by Jefferson County Public
Health. Additional requirements may apply if plumbing is proposed.
4.) 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.
5.) A Stormwater Site Plan has beei•bmitted and approved by the Department•
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.
6.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
7.) 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.
8.) Maximum lot coverage is not to exceed 25°/0. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
9.) The building height is not to exceed 35 feet.
10.) Minimum setback from 10th Avenue right-of-way shall be 20 feet. Minimum side yard
setback shall be 5 feet. Minimum setback from stream shall be 155 feet.
•
11.) 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.
12.) 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.
III III4, ''ONL,OL, JEFFERSON COUNTY
1 $4
' DEPARTMENT OF COMMUNITY DEVELOPMENT
e'� • ''4 621 Sheridan Street • Port Townsend •Washington 98368
360/379-4450 • 360/379-4451 Fax
4:4 O.,p"� www.co.jefferson.wa.us/commdevelopment
itop
81N
Master Permit Application MLA: I 0 -3G 5
Project Description(in ude separate eets as necessary):
1 ' -.&----- ( -i -V)]-d 11-) R n14-
Tax Parcel Number: C% Igo F, c-c I Property Size: 3(9 S-603 Fr(acres/square feet)
Site Address and/or Directions to Property:
1 .75 (01ff AEE Qkf N,40Lcik_ 4,4 - 9E 3 3?
Property Owner(s)of Record: I<1 f P y-n /E._ Z%7 rie,
Telephone: Fax: email:
Mailing Address: f 7 S /f_,' A-t,,e_ p I (bCOC(C
Applicant/Azint(if different from owner): '"7 /-i p e�F
Telephone:36O _377 Y 7540 Fax: SC 3 a email: pspo I)LCweQ/t/t- e ot,
Mailing Address: I , (_/C7T 4(.1E MAT- HAD Lurk c. q
What kind of Permit?(Check each box that applies 0 Lot or Road Segregation
❑Building 0 Critical Areas Stewardship Plan
❑ Demolition Permit 0 Variance(Minor, Major or Reasonable Economic Use)
❑ Single Family ><Garage Attached/Deter ❑Conditional Use[C(a),C(d),or C]**
❑ Manufactured Home .0 Modular 0 Discretionary"D"or Unnamed Use Classification
I 0 Commercial* 0 Special Use(Essential Public Facilities)**
❑ Change of Use 0 Boundary Line Adjustment
O Address 0 Road Approach 0 Short Plat**
O Home Business 0 Cottage Industry 0 Binding Site Plan**
O Propane ❑Long Plat**
❑Sign -. 0 Planned Rurai Residential Development(PRRD)/Amendments** .
❑Allowed"Yes"Use Consistency Analysis 0 Plat Vacation/Alteration**
0 Stormwater Management ❑Shoreline Master Program ExemptioNPermit Revisions**
❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development**
❑Temporary Use 0 Shoreline Management Variance
❑Wireless Telecommunication* 0 Comprehensive PIaNUDC/Land Use District Map Amendment
D Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment
*May require a Pre—Application Conference ❑Tree Vegetation Request
**Requires a Pre-Application Conference
Please identify any other local, state or federal permits required for this proposal, if known:
•
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating this application for permit(s).
OWNER SIGNATURE 4—x_______. Date: v Z - /0
By signing this application form,the wner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or its 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 attorney'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 efferson County and its employees,representatives or agents for the sole purpose of application
review and any required1Ster inspections. Staffs.a ss and right of entry will be assumed unless the applicant informs the County in writing at the
time of the application that he or she wants prior j7c e.
Signature: I '��,- `' - -.- Date: Z lCJ
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 tederal 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 responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: Date:
• •
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 MAIstUFACTURED HOME INSTALLER: PHONE: FAX:
PerekejAI)or t,b-(12-i" (AO) 377 - Y` /277Y0 ( ) /--
o
AILI G ADDRESS: e-rtpibLock
/671 ,A't/(< EMAIL: p spo L) lJe i-ec`i /7L
CONTRACTOR'S LICENSE L✓9 , 7e) WAINS
NUMBER: NUMBER
ARCHITECTrENGINEER: PHONE ( ) FAX:( )
MAILING ADDRESS: EMAIL
Project Type: 'Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
XNewd Existing: ❑ Sewer
0 Addition 0 Steel Proposed: Bank ❑ Community Syste
❑ Alteration/Remodel 0 Concrete Total: Hei. • ❑ Individual Syste
O Repair ❑ Masonry SEP Permit#
O Demolition 0 Other: Bedrooms: Water Supply:
Existing: 'etback• ❑ Private well arty
Proposed: 0 Public
Tye Wit' Total
Name of System:
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:
i Underground Tank i Above ground Tank Size of Propane Tank:
1 Heat Stove i Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank i Pellet Stove 1 Other
Is this appliance being installed in a Manufactured/Mobile Home? Yes / No
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,
includingthe reserve area.
A :' I" v e rye .�,zs, V f 4: f fie1rV• .Ni" lq°�� >
Square Foota.e Current Proposed s E. I � t 5s " -P• 4 `. '"? '= ' ,{
Main Floor Heated . EH BId App Review: ��_
ConsistencyReview:
Floor Heated {�,{{,X CQ 13
—'
Other Heated . Base fee: .Z
°= y
Mezzanine am Additional Section:
" Plan Check fee: ^
Heated Basement �,]q
^Unheated Basement State Surcharge fee:
Other Unheated t Pot Water Review fee: III^ J� (� rn6
` 1 I
Garage/Carport '4 j.22tx Lim (09 ' . ,
SUBTOTAL �7
Decks
Y' 911/Rd Approach fee:
Other TOTAL: $ (701-1 , `-ka
_ l
i, Receipt Number: '2027
_
Cash/Check Number:
-
ESTIMATED COST(REQUIRED) ` �!/
Date:
.Fair market value of all labor and materials foundation to finish 1.' 4 f
1 9'I n.O c—V 0 Initials: r
wI- /O —3 s
'ON e
w� °U. JEFFERSON COUNTY
�-, DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port Townsend • Washington 98368 DEC - 9 23iO
O 360/379-4450 • 360/379-4451 Fax
NC1 • http://www.co.jefferson.wa.us/commdevelopment/
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# � PROJECT/APPLICANT NAME: EDLER GARAGE
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.
Construct single story 624 sqft.unheated two car garage near the Southwest corner of the property.
Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map.
Existing site topography has a minimal slope traveling down to the NE on 80%of property.On opposite end of the property as the proposed building
*area there is a 40'-0"drop down to Chimacum Creek as shown on the site plan.
3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
Vegetation on site is native vegetation with small stands of alders near the building area.
4. Describe the existing soils. Indicate soil type on the site map.
The soil type is similar throughout the entire site;Cassolary Sandy Loam.The only variation is the degree of slope which ranges from 0-15%to 15-30%•
depending where on the property you are focused.The site around the proposed building location is within the 0-15%slope rating.
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.
Lot is fairly dry and dries out quickly after rain. Due to the soil type the site has excellent natural drainage properties.The water table for this property is
rated at 66 centimeters.
APPROVED
6. Describe any excess levels of noise generated by the proposed use or acivity: STORMWATER PLAN
Only during construction of the garage.
SEP 2 6 2011
Stormwat.. ., i p \
` ] N
Requir-, 1 ��i �� , DEPT.OF
I'�' . ��� SIGNATU
stamwater site plan template.doc—rev.10/12/2003 411
5
111,
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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.
The property contains a small section of the Chimacum Creek at the North end of the 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.).
The site is located West of Irondale Road and East of Kinkaid Street. It sits near other residential properties as welt as vacated property adjacent to the
Rhody Drive Self-Storage units.
Permanent Stormwater Control Plan
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.
Roof drains and foundation drains will be connected to a gravel drywell to collect and disperse stormwater.
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
normally for"large"projects or projects that involve the potential for dispersion of contaminants.]
NA
11. Describe the performance goals and standards applicable to the project.
Impact will be minimal,development/distrubed areas of site are less then 4%of total site area.All distrubed areas after construction will be planted with
native vegetation.
12. Describe the flow control system.
The flow control system will be one gravel drywell per the recommended spec's provided by Jefferson County Building Department.
stop water site plan template.doc—rev.10/12/2003 6
• •
13. Describe the water quality system.
Site is overall dry and permeable.Straw will be used to cover exposed soil during construction.
14. Describe the conveyance system analysis and design.
Propose to drain downspout and stormwater to drywell located at the Southeast corner of the proposed garage.
15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material.
Fill material,where possible will be from soils excavated for construction.Gravel and sand as req'd per construction details will be per designers
notes.Excess material will be taken to approved off site location.
16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
Gravel/Sand under slab will be compacted and placed per the building plans.
17. Describe the proposed surfacing material.
The proposed surfacing material is compacted gravel to match existing gravel driveway.
18. Describe methods for restoration of the site.
All areas not covered by new construction or gravel drive will be graded to tie into the existing grades and replanted with native vegetation.
19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for
—----large"-projects only and only those for which facilities are required to control flow-orincluded;list-the Manuals
here.
20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan.
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.
stormwater site plan template.doc—rev.10/12/2003 7
r
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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
1. 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
1. Mark Clearing Limits.
The proposed location contains few trees or vegetation as it currently is mostly grass.Any existing vegetation(such as small alders)that is
directly in the location of the proposed structure will be cleared with as much sensitivity as possible.
2. Establish Construction Access.
Construction access will be via existing gravel driveway.
3. Control Flow Rates.
Site drains naturally to the Northeast.Install silt fence at edge of clearing limits to the Northeast. Use hay bales at any depressions.
4. Install Sediment Controls.
Straw covering open/disturbed soils.Silt fence I Hay bales at NE side of building area.
5. Stabilize Soils.
_Straw
(Trees removed/cut down due to construction may be'ground'and resulting chips used for soil stabilization)
6. Protect Slopes.
Straw covering open/disturbed soils.Silt fence/Hay bales at NE side of building area.
7. Protect Drain Inlets.
No drain inlets on site.
stomnvater site plan template.doc—rev.10/12/2003 8
•
12 Required Elements—Construction SWPPP(continued)
8. Stabilize Channels and Outlets.
NA
9. Control Pollutants.
Straw will aid in pollutant control and can be collected,removed,and replaced if necessary.A spill kit will be onsite to clean potential oil.fuel.
etc.spills.Wash water(onsite)is available for contaminated items. —
10. Control De-Watering (the act of pumping groundwater or stormwater away from an active construction site).
If necessary clean stormwater will be pumped uphill into existing vegetation and allowed to filter down thru forested floor.
11. Maintain Best Management Practices(BMPs).
Each subcontractor will recieve instructions in regards to site management with their directions to the site.The general contractor will be
present at all times.
12. Manage the Project.
The general contractor will be present at all work times during construction to ensure enforcement of all aspects of this plan.
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
...All adjacent properties are zoned for single family residential construction.The adjacent properties will not be disturbed as the slope of the site_
LI conjunction with the nr000sedlocation of the new structure means the water will travel across the sutyscts.eatire nrriperty and across 10th _
Avenue prior to reaching a neighboring property.Given the drainage properties of this site,it is expected that any excess water will have been
sufficiently absorbed into the soils before that could occur.
b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
The proposed building area is approximately 400 feet South of Chimacum Creek.
3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
Chimacum Creek is to the North.
stormwater site plan template.doc-rev.10/12/2003 9
• •
b. Description of special requirements for working in or near environmentally sensitive areas.
NA
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).
None foreseen.
5. Construction Phasing.
a. Construction sequence
Site prep,concrete slab,framing,roofing/siding,landscaping
b. Construction phasing(if proposed)
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
I. Provide a proposed construction schedule.
Construction to commence upon release of the building permit.
II. Wet Season Construction Activities.
a. Proposed wet season construction activities.
Dependent on the date of the permit release.
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.
Christopher Edler
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.
a. Sediment Ponds/Traps. NA
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
stormwater site plan template.doc—rev.10/12/2003 10
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N D EDLER GARAGE PEARCE PENINSULA BUILDERS H I
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"' 17510thAvenue metal building sales and erections o.
T. (360) 808-0955 F. (360) 379-4740
� ......13 Port Hadlock, WA 98339 �
184 10th Avenue, Port Hadlock, WA 98339 r,